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HomeMy WebLinkAbout0574 IYANNOUGH ROAD - Health 1A �������� ���t �r�r� �. ��� ��� � �T� DN - KITCHEN OFFICE ° ° L J I OFFICE W.I.C. W.I.C. D 1 -- •'•E••'S \ FRONT PULL S APPROACH: I�\52 X 30 CLEAR FLOOR SPACE LOYEE LOYEE RES OOM RES OOM f 8 CH X PUSH SIDE — OR. P ---- Q IN SIDE APPROACN: 58 58 sax 4S CLEAR FLOOR SPACE f I I III III u n n ' m ELEC. PANELS 72 71 ® --- x 54 m `l. u ii u aLL SJ 1 1 13 �� 53 WOMEN'S 0 w 12 EXISTING " o D " w > 8 FREEZER 16 ;—__ EXISTING MECH 52 „ ;; ? I w ° u n m f!3 11 18 354 " _ 55 # — — u n El 10 co Hl_I HW � 17 (53 � ' ❑❑ 66 9 OR COLD BUFFET HOT BUFFET 59 ® ❑❑ 68 U ❑❑ w > 18 ti KITCHEN 37 w O x SERVICE U) 7 co I I I _ 17 \0 HH 59 DINING 3 —----, 6 ' El0 SERVICE TABLE 12 0El 5 I I I 43 70 0 0 — j j BAR . 45 -- I 43 21 00 00 I 4 ❑ �i 30 31 38 I —— 44 18 67 67 I -- ---- I -- 44 O O —-T-- —. ---, --- I I I IPO I I II f I MEN I I f II I Ff ' = I 50 I I 46 3 18" x 90" 18" x 90" i 35A I ,$1 u E I ❑❑ ❑❑ I i I I -- > I I aomo�uo u 12 4g I ® I I I I e I 61 19 ' 59 17A I �50 I ' 1 • I , 1 I SUSHI BT��E I 12 6 REM �� ' '—'" 22 23 24 I 10 I 1 I uo ::.goo 27 -----, 25 26 28 I I t 47 -- 65 ._._.�— — — -- -- — 7 63 - 39A 1 I I I �I { --- _15_ , I, —;----\—y— --; --------- -------r- =i — — — — -- -- — ---- 47 ; II I I It i i I 29 I I I I 60 48 I --- 50A —I'---�—'J "' I I 1 ————————— —— 45 r-------------------------------------------------- I I I I { — L---------------------------- _� j — i � ------- ---------------------- \ Lj ----------- I I I I IEl j 16 SERVICE I ` 59 — ---- 0 i ------ 1�7 WATER FEATURE I I i — ---------- -j I I — -------- —Ell I n l I O I I DE RONT'APPROACH: FRONT PUSH 'APPROA H 1 / 48%18 CLEAR 4811 CLEAR FLOOR SPACE \ I FLOORro SPACE . \ J ' /`� o PRIVATE DINING I I I I \ J ' 50 11L SIDE PULL SIDE L,\ \J"p` ,�Q � Mp r '\0 ` f�vd� \� I L_----- 34 h1.8p CLEAR— _— 54%SO CLEAR f FRONT APPROACH: FRONT APPROACH: FLOOR SPACE FLOOR SPACE J � I I I I I I 6 6 6 I I I i I I �L7 WAITING DINING 1 HOST PULL SIDE 36 PUSH SIDE I SIDE APPROACH: 16 ♦8%NCLEAR FIR NT AP SO F800P SPACE FLOOR SPACE I _ 12 � ❑ SERVICE �mu I o.g - - - - - - - - Ll El I — Lj — — — — — — — — — — — — — — — — — — I 1 I PATIO I I 20 I I � I i SEATING SUMMARY ' $s i BAR = 23 L Z Ll Lj SUSHI BAR 10 = n n n - 0 - --- --- -- --- - --- --- - - ----- -------- BAR DINING - 24 DINING 1 = 36 DINING 2 = 44 DINING 3 = 12 PDR = 54 TOTAL INTERIOR SEATING = 191 PATIO = 20 1 SEATING FLOOR PLAN J EQUIPMENT SCHEDULE M ELECTRICAL PLUMBING 574 MA-1 32 HYANNIS, MA 02601 z z o Q Q W � W C� I- z 0z z � Z QZ ITEM CU :. o MODEL O ¢ 2 z W w o w c) W (0 Z) _j W I- w O a- = W O N N QN Q ON ON NO QTY MANUFACTURER DESCRIPTION NUMBER DIMENSION Q > _ 0- z U o Fn z W (5 U) 0 00 U U) _ W 1 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 12110 100,000 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE 2 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 20" 0 100,000 PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE 3 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 22" 0 100,000 REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT 4 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 18" 0 100,000 WRITTEN CONSENT FROM THE 5 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 12110 100,000 ARCHITECT. 5A 1 BOWERY RESTAURANT SUPPLY 5 HOLE CHINESE WOK RANGE -- 142" W x 44" D x 33" H THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING 6 1 BOWERY RESTAURANT SUPPLY WOK RANGE SOUP POT -- 24" W x 24" D x 18" H 100,000 CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL 7 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 12" 0 100,000 DISCREPANCIES IN WRITING TO SOUSA 8 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 20" 0 100,000 DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND 9 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 20" 0 100,000 SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE 10 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 22110 100,000 SCALED.ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE 10A 1 BOWERY RESTAURANT SUPPLY 4 HOLE CHINESE WOK RANGE -- 118" W x 44" D x 33" H DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER 11 1 BOWERY RESTAURANT SUPPLY GREASE TRAP -- 15" W x 18" D x 27" H 100,000 AND THE ARCHITECT. 12 1 BOWERY RESTAURANT SUPPLY TABLE -- 18" W x 20" D x 33" H 100,000 EACH CONTRACTOR SHALL SUBMIT TO 13 1 BOWERY RESTAURANT SUPPLY SMOKE HOUSE NSF SM24 24" W x 30" D x 75" H 45,000 SOUSA DESIGN ARCHITECTS FOR - -- APPROVAL: SHOP DRAWINGS, SAMPLES, 14 1 -- RICE COOKER TABLE -- 40" W x 24" D x 18" H CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE 15 1 -- WORK TABLE -- 15" W x 16" D x 33" H CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR 16 1 GROEN PRESSURELESS STEAMER HY-6SG 24" W x 35" D x 60" H 5" 120,000 USE IN THE TOWN OF HYANNIS AND 17 2 TRUE FOOD SERVICE EQUIPMENT, INC. FOOD PREP TABLE/ SANDWICH UNIT TSSU-72-30M-B-ST 72" W x 35" D x 35" H 10.3 115/60/1 1/2 1 5-15P SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS 17A 1 TRUE FOOD SERVICE EQUIPMENT, INC. FOOD PREP TABLE/ SANDWICH UNIT TPP-60 60" W x 35" D x 35" H 10.3 115/60/1 1/2 1 5-15P DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH 18 3 TRUE FOOD SERVICE EQUIPMENT, INC. UNDERCOUNTER REFRIGERATOR TUC-48-LP 48" W x 34" D x 35.5" H 6.4 115/60/1 1/5 1 5-15P ALL OTHER CONTRACTORS. 19 1 TRUE FOOD SERVICE EQUIPMENT, INC. UNDERCOUNTER REFRIGERATOR TUC-60-HC 60" W x 35" D x 35.5" H 2.0 115/60/1 1/6 1 5-15P THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH 20 1 SOUTHBEND INFRARED BROILER 171 34" W x 37" D x 72" H 1.0 3/4" 104,000 ALL TOWN OF HYANNIS AND MA STATE 21 1 AMERICAN RANGE 6 BURNER AR-6 36" W x 34" D x 34" H 5" 227,000 BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL 22 1 PITCO TUBE FIRED GAS FRYER SG16 16" W x 34" D x 34" H 7" 110,000 AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH 23 1 PITCO TUBE FIRED GAS FRYER SG16 16" W x 34" D x 34" H 7" 110,000 APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 24 1 PITCO TUBE FIRED GAS FRYER SG16 16" W x 34" D x 34" H 7" 110,000 25 1 PITCO TUBE FIRED GAS FRYER SG20 20" W x 34" D x 34" H 7" 140,000 26 1 PITCO TUBE FIRED GAS FRYER SG20 20" W x 34" D x 34" H 7" 140,000 27 1 STAR MANUFACTURING INTER. LAVA ROCK GAS CHAR-BROILERS 6024CBD 24" W x 30" D x 34" H 3/4" 80,000 28 1 AMERICAN RANGE 4 BURNER AR-4 24" W x 30" D x 34" H 5" 155,000 29 1 STAR MANUFACTURING INTER. LAVA ROCK GAS CHAR-BROILERS 636MF 36" W x 30" D x 34" H 84,900 30 1 CUSTOM WORK TABLE -- 96" W x 42" D x 35.5" H 31 1 CUSTOM STEAMER TABLE -- 50" W x 42" D x 35.5" H 32 1 TRUE FOOD SERVICE EQUIPMENT, INC. WORKTOP REFRIGERATOR TWT-48-ADA 48" W x 30" D x 34" H 5.0 115/60/1 1/5 1 5-15P 33 1 CUSTOM WORK TABLE -- 48" W x 30" D x 35" H 34 1 EAGLE GROUP SOILED DISHTABLES W/ LANDING SHELF CUSTOM EXISTING (V.I.F) 35 1 EAGLE GROUP 414 SERIES COVED CORNER THREE-COMPARTMENT SINKS CUSTOM 120" W x 30" D x 35" H 35A 1 CUSTOM DUMP SINK W/ DRAIN BOARD CUSTOM 51" W x 30" D x 35" H 36 1 CUSTOM; HOBART SLICE TABLE HS6 SLICER 30" W x 30" D x 35" H 37 1 BOWERY RESTAURANT SUPPLY TEA URNER TABLE W/BUILT IN ICE CHEST/COLD PLATE/SODA GUN CUSTOM 96" W x 30" D x 37" H + 44" H ISSUED FOR: 38 1 TRUE FOOD SERVICE EQUIPMENT, INC. UNDERCOUNTER FREEZER TUC-27F 28" W x 30" D x 33" H 8.3 115/60/1 1/3 1 5-15P 39 1 SUSHI BAR CUSTOM TABLE S.S. COUNTER W/ FOOD SINKS -- 228" W x 31" D x 34" H PERMIT 39A 1 CUSTOM SUSHI BAR PREP SINK -- 20" W x 20" D x 13" H 40 2 TRUE FOOD SERVICE EQUIPMENT, INC. SUSHI UNDERCOUNTER REFRIGERATOR TUC-72 72" W x 31" D x 32" H 8.5 115/60/1 1/3 1 5-15P SOUSA design 41 2 OHO SUSHI CASE CUSTOM 72" W x 11.75" D x 10.9" H 2.5 115/60/1 1/8 1 A r c h i t e c t s 42 -- NOT USED -- -- -- 81 Boylston Street,2nd Floor 43 2 RUBBERMAID SLIM JIM TRASH CAN -- 12" W x 21" D x 30" H Boston,MA 02445 817. 79.9100 44 2 EAGLE GROUP CUSTOM ICE CHEST -- 24" W x 21" D x 30" H www.sousadesign.com 45 2 KROWNE BAR HAND SINK 18-18ST 19" W x 15" D x 30" H 45A 2 KROWNE HAND SINK 18-18ST 19" W x 15" D x 30" H 46 2 EAGLE GROUP 3 COMPARTMENT SINK B5C-18 60" W x 22" D x 30" H 47 2 TRUE FOOD SERVICE EQUIPMENT, INC. UNDERBAR GLASS CHILLER T-24-GC-S 25" W x 27" D x 32" H 5.8 115/60/1 1/4 1 5-15P � ,..7",ti 48 1 VIKING UNDERCOUNTER WINE CELLAR VUWC144 24" W x 24" D x 34" H 3.0 115/60/1 587 P 49 1 GLASTENDER PASS-THRU COOLER PT84 84" W x 28" D x 35" H 7.75 120/60/1 1/3 1 5-15P AMBRI E y 50 2 KROWNE BLENDER STATION 18-18BD 18" W x 22" D x 30" H �� Mas§ zJ �glT8 OF 50A 1 TRUE FOOD SERVICE EQUIPMENT, INC. SLIDE LID BEER COOLER TD-36-12 36.75" W x 26.625" D x 33.375" H 4.6 115/60/1 1/3 1 5-15P 51 1 ATLAS METAL INDUSTRIES, INC. HOT PAN WH-6 81" W x 24" D 24.5 208 1/3 1 6-50P 52 1 ATLAS METAL INDUSTRIES, INC. HOT PAN WH-5 68" W x 24" D 20.4 208 1/3 1 L6-30P 53 3 ATLAS METAL INDUSTRIES, INC. PLATE DISPENSERS DROP-IN PDS-10-1/8 10.5" 0 54 1 ATLAS METAL INDUSTRIES, INC. COLD PAN WCM/WCMX-4 57" W x 24" D 6.8 120 1/4 1 5-15P �'hE�V`Z� Job # 1605 55 1 ATLAS METAL INDUSTRIES INC. COLD PAN WCM/WCMX-4 57" W x 24" D 6.8 120 1/5 1 5-1 5P P•W Ck 56 1 ATLAS METAL INDUSTRIES, INC. SLIM-LINE ICE CREAM FREEZER WDF-L 28" W x 16.5" D 2.4 120 1/5 1 5-15P Drawn by: d by S.A.S. 57 1 CUSTOM BOWL WELL -- 16" W x 16" D G-(`c U Date: 05.09.2016 57A 1 CUSTOM ICE CREAM SCOOP WATER DRAIN -- 16" W x 16" D 58 2 CUSTOM WALK-IN COOLER -- 8'-9" W x 9'-6" D (V.I.F) 59 2 EAGLE GROUP CUSTOM HAND SINK TABLE W/6"SPLASH GUARD HSA-10-FKP 9.75" W x 13.5" L x 6.75" D Revisions - V' - - 60 1 HOBART GLASSWASHER LXiG 24"W x 27" D 34" H 15.4 120/60/1 1/5 1 5-15P 1 HEALTH DEPARTMENT COMMENTS 05.26.16 61 1 CAPTIVE AIRE EXHAUST HOOD -- 278" W x 54" D 2 HEALTH DEPARTMENT COMMENTS 06.02.16 62 1 CAPTIVE AIRE EXHAUST HOOD -- 440" W x 54" D 63 1 CUSTOM CUSTOM SIDE TABLE -- 6" W x 35" D x 33" H 64 1 TRUE FOOD SERVICE EQUIPMENT, INC. REACH-IN REFRIGERATOR T-49 54" W x 30" D x 79" H 5.8 115/60/1 1/3 1 5-15P 65 1 TRUE FOOD SERVICE EQUIPMENT, INC. REACH-IN FREEZER T-19F 27" W x 24.5" D x 75.25" H 6.8 115/60/1 1/3 1 5-15P 66 1 HOBART MIXER LEGACY HL120 19.125" W x 23.5" D x 29" H 8.0 120/60/1 1/3 1 5-15P - - 67 2 CUSTOM S.S. PACKING TABLE -- 90" W x 18" D x 36" H ---- 68 2 CUSTOM S.S. PACKING TABLE -- 96" W x 18" D x 36" H 69 1 CUSTOM S.S. WORK TABLE -- 60" W x 36" D x 36" H FOOD SERVICE 7 1 CUSTOM S.S. PACKING TABLE 72" W x 18" D x 36" H EQUIPMENT 71T1HOSHIZAKI SHIZAKI ICE MAKER CRESCENT ICE CUBER KM-1300SRH 48.25" W x 27 3/8" D x 27 3/8" H 20 230/60/1 -- 1 5-15P SCHEDULE T72 ICE MAKER MODULAR FLAKER ICE MACHINE F-450MAH 22" W x 27 3/8" D x 21 7/8" H 20 115/60/1 -- 1 5-15P 2 K=1 A These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-132 HYANNIS, MA 02601 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL 2 DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND --- - SHALL ACCEPT FULL RESPONSIBILITY DN �� �- UP EMPLOYEE'S LOCKERS / ` FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED \ OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND KITCHEN OFFICE i �1 a T OFFICE TO THE SATISFACTION OF THE OWNER W.I.C. W.LC. --- J MEN's 6 L DRY STORAGE \ AND THE ARCHITECT. I LOYEE ( LOYEE: \ 8 a SPINKLER EACH CONTRACTOR SHALL SUBMIT TO RES OOM RES OOMSOUSA �__ APPROVAL: (SHOP DRAWINGS, SAMPLES, -jiCUTS OF ALL THE ITEMS OF WORK JJIN �k=i4 j I ` PRIOR TO THEIR INCLUSION IN THE CHOR. CONSTRUCTION. ALL ITEMS TO BE 58 58 INCLUDED SHALL BE APPROVED FOR II - USE IN THE TOWN OF HYANNIS AND r q 1:1 El SHALL HAVE AN ASTM AND UL NUMBER CO. n n - m ELEC.PAN Ls � 71 •" •---- --- � � � WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR ftOO — II II O II II II - ----- SHALL CO-ORDINATE HIS WORK WITH ----- — - -- 0 51 ALL OTHER CONTRACTORS. I I O II II II II II II II II 'i / - 14 I 3g II II II THE QUALITY F W AND MATERIALS USED SHALL COMPLY WITH I 62 69 0 53 WOMEN'S o w 12 \ � 13 �� �� ALL TOWN OF HYANNIS AND MA STATE II 11 BUILDING CODES. DRAWINGS SUBJECT o U UJI > e \ TO APPROVAL BY ALL GOVERNMENTAL EXISTING i 52 ly w - - - \ __,J __ EXISTING MECH AGENCIES HAVING JURISDICTION ALL FREEZER 18 - - - 55 m ` NEW CONSTRUCTION TO COMPLY WITH 11 18 35 34 ' „ APPLICABLE HANDICAPPED 12.1v - ACCESSIBILITY LAWS. X 1 9�.Gr11n! 57A a STORAGE UOR STORAGE 10 I °° FF i 53' „ 53) - I 17 70 a -a_ 57 CL- �® 66 \ O g COLD BUFFET HOT BUFFET I ® LU U > O OIr I • 6 KITCHEN 37 SERVICE O7 io rt` \ E-: 17 O 2 DINING 3 r I 59 12 --- I 6 SERVICE TABLE LI LJ 43 _ BAR - BEER 0E 1 BEER COOLER 43 21 5 70 32 0 0 1 59 ®� El 45 4 1 x 30 31 O D 1 38 r J14"4 - — ;4fi `�� ii1 i 50 I 3 ,( - El 18"x90" 18"x90" --�_ - 41 - IiIEl 149 El- E=30 35A Ii I > 12 2 1 0 1 iil i 46El 1A I _ I 61 19 ' 59 17 --- ---_- I 'il /r50 ISSUED FOR: 1 1 SUSHI B 12 6 I -- --- 22 23 -24 I 25 _ 26 28 1 39A j I 47 _.� , 10 El 27 -----, _ I -------------I -- - - - - - 63�--- - --- 47 LPO-.'Z I�� PERMIT 15 , h- ---.�--- r�= + 1 EXISTING BASEMENT PLAN � n l i (60 � � n - � n Scale: 3/16 — 1 -0 I 'I I 41 I ' 48) II III I i j II iII o 50A SOUSA design 41 I ------------ ED --------- — —— �� ii' i I I 1 45 I L---------------------------------------j i -- -- A r c h t e c t s ---- - 11 __ ' Q 81 Boylston Street,2nd Floor 16 SERVICE o 1 59 r _' ———— 1 WAT RE I _<<S :107S.879.9100 -------J - --- Boston,MA02445 - - (� www.sousa es gn.com -T———— El I101 Elm F]Ej m M II / PRIVATE DINING � A�1CyjT N 50 A. 6� II y1SmGE I II 1 6 6 6 1 1 16 �trrf OF 11 WAITING ___-- I I DINING 1 HOST I 36 - 16 }}}------��� 12 Job # 1605 1 IEl SERVICE El El El 1E-E] El 1E El El El Al Drawn by: P.W Ckd by: S.A.S. I Date: 1 PTO 5.0 20 I I ( I � I Revisions n1 HEALTH DEPARTMENT COMMENTS 05.26.16 El -- —— —— —— ————————————— —— ti _-_ - _ � _ � _ -__ _ a I 2 HEALTH DEPARTMENT COMMENTS 06.02.16 I 7 i FOOD SERVICE PLAN Scale: 3/1 T = 1'-0" FOOD SERVICE PLAN K= 1 m 0 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies m JASMIN LO SOM JASMINE BLOSSOM SOUSA de ign �+ 574 MA-132 A r C h i It e C t S HYANNIS, MA 02601 574 MA=1 32 HYANNIS , MA 02601 ISSUED FOR. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PERMIT PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR MAY 09 ) 2016 ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING PROJECT DIRECTORY GENERAL NOTES CODE LOCUSMAP BEGINNING ANY ITRPRIORTO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA TENANT: 1. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECTS OF ALL DISCREPANCIES 15. ANY MODIFICATION OF THESE CONSTRUCTION DOCUMENTS MUST BE APPROVED BY DESIGN ARCHITECTS BEFORE PROCEEDING PROCE WITH THE WORK AND BETWEEN CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS. SOUSA DESIGN IN WRITING. TENANT SPACE SUMMARY: SHALL EDINGACCEPT FULL RESPONSIBILITY nrR��Bamboo / Mandarin Restaurant 16. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS,SAMPLES AND SUBMITTALS FOR ALL FOR SAME. uKA'J�INGS SHALL NOT BE �' 2. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE PROJECT. 1 st Floor: ± 7,377 SF SCALED. ALL WORK SHALL_ BE CARRIEDOUT IN ACCORDANCE WITH THE 574 MA-132 REGULATIONS THAT MAY APPLY TO THE CONSTRUCTION OF THE PROJECT. Basement: ± 1 ,178 SF DRAWINGS AND SPECIFICATIONS, AND Hyannis, MA 02601 17. IN ALL CASES OF CONFLICT, THE ARCHITECTURAL DRAWINGS GOVERN. FOR LAYOUT,ALL TO THE SATISFACTION OF THE OWNER Attn: Stephen Wong 3. ALL WORK OF THIS PROJECT SHALL COMPLY WITH ACCEPTED BUILDING PRACTICES AND CONFLICTS ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT. Total: ± 8,555 SF :me Depot m AND THE ARCHITECT. (508) 439-9056 ALL CODES HAVING JURISDICTION OVER THIS PROJECT. 18.ALL MATERIALS REQUIRE SUBMITTAL TO THE ARCHITECT FOR APPROVAL. ind Plaza e EACH CONTRACTOR SHALL SUBMIT TO USE CATEGORY: SOUSA DESIGN ARCHITECTS FOR ARCHITECT: 4. REFER TO LIMITS OF WORK DRAWINGS FOR OVERALL DESCRIPTION OF WORK AREAS. APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK Use: A-2 Restaurant (ASSEMBLY) PRIOR TO THEIR INCLUSION IN THE SOUSA design 5. THE GENERAL CONTRACTOR SHALL LEAVE THE PROJECT SITE AND ALL SURROUNDING CONSTRUCTION. ALL ITEMS TO BE 81 Boylston St, 2nd Floor AREAS IN FINAL CLEAR CONDITION INCLUDING THE REMOVAL OF ALL DEBRIS RESULTING FROM BUILDING CODE. 1t1af1Cei - Q T' q rPorrW INCLUDED SHALL BE APPROVED FOR ` ar USE IN THE TOWN OF HYANNIS AND Brookline, MA 02445 CONSTRUCTION. Crossroads Plant Rd u SHALL HAVE AN ASTM AND UL NUMBER Attn: Stephen A. Sousa WORK TO BE COMPLETED IN ACCORDANCE TO: 'ominium Q� CL WHEN SUCH ITEMS REQUIRE THIS pro (617) 879-9100 6. THE CONTRACTOR SHALL AT ALL TIMES DURING THE PROGRESS OF THE WORK REMOVE ALL DESIGNATION. EACH CONTRACTORSHALL CO-ORDINATE HIS WORK WITH CONSTRUCTION DEBRIS AND MAINTAIN A DUST FREE ENVIRONMENT FOR ALL ADJACENT AREAS. IBC - International Building Code 2012 ALL OTHER CONTRACTORS. 3� IEBC - International Existing Building Code 2012 M Capetowr Plaza MEP ENGINEER: IECC - International Energy Conservation Code 2009 THE QUALITY OF WORKMANSHIP AND 7. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND VERIFY THAT ALL IMC - International Mechanical Code 2009 MATERIALS USED SHALL COMPLY WITH CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF ALL MATERIALS BY ALL TRADES ' ALL TOWN OF HYANNIS AND MA STATE IS PROPERLY EXECUTED. IFC - International Fire Code 2009 19arnstableNd MEA Engineering Barnstable BUILDING CODES. DRAWINGS SUBJECT g (:ape Cod Mall M 20 Felton St g g 780 CMR - MA Amendments to the IBC `� a Municipal Airport TO APPROVAL BY ALL GOVERNMENTAL 527 CMR - MA fire prevention and electrical regulations AGENCIES HAVING JURISDICTION ALL Waltham, MA 02453 8. THE CONTRACTOR SHALL UTILIZE THE AREAS WITHIN THE SCOPE OF WORK FOR STORAGE ` 521 CMR - MA accessibility regulations NEW CONSTRUCTION TO COMPLY WITH OF MATERIALS AND TOOLS. 248 CMR - MA plumbing regulations 574 Massachusetts 132 APPLICABLE HANDICAPPED� Attn: Alfred Muccini 9. ALL WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER ALL OTHERS. DO NOT SCALE 524 CMR - MA elevator regulations ACCESSIBILITY LAWS. (781) 894-6730 x12 DRAWINGS. IF THERE IS A QUESTION OR CONFLICT IN DIMENSIONS, NOTIFY THE ARCHITECT FOR �y CLARIFICATION. CONSTRUCTION TYPE: N GENERAL CONTRACTOR. 10. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. Type- 5B THE CONTRACT DRAWINGS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE M - _ BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF 'Ile Airport Shopping Center SKY PHOENIX THE WORK. **BUILDING IS FULLY SPRINKLERED** 11°s a"ter�ld 65 plicta"6 Construction Management, LLC 11. DIMENSIONS ARE TO CENTER LINES, EXISTING BUILDING GRID LINES OR TO FACE OF FIRE RESISTANCE RATINGS OF STRUCTURAL ELEMENTS m Q walnut 3 �¢ o v _FINISHED SURFACE UNLESS OTHERWISE NOTED. 3 a o spruce Si bo 101 Holmes Street CP le PRIMARY STRUCTURAL FRAME 0 HOUR ¢ c dA45 Attn: Micahel Leung 12. ALLGYPSUM WALL BOARD CONSTRUCTION SHALL CONFORM TO RECOMMENDATIONS, BEARING WALLS y ,nJ Maples! o � (617) 596-1146 PRACTICES, STANDARDS AND INSTRUCTIONS PUBLISHED BY U.S. GYPSUM COMPANY IN THE `z y g GYPSUM CONSTRUCTION HANDBOOK EXTERIOR 0 HOUR y Linden St INTERIOR 0 HOUR o ' NONBEARING WALLS AND PARTITION: EXTERIOR 0 HOUR Elm St 13. ALL FINISHED WORK SHALL BE FREE OF DEFECTS. THE OWNER RESERVES THE RIGHT TO NONBEARING WALLS AND PARTITION: INTERIOR 0 HOUR P�e REJECT ANY MATERIALS AND WORKMANSHIP WHICH ARE NOT CONSIDERED TO BE AT THE FLOOR CONSTRUCTION AND SECONDARY MEMBERS 1 HOUR George st r a<`5`o\ Qyo��s� =_ ch„`e5s` oP,,'P HIGHEST STANDARDS OF THE VARIOUS TRADES INVOLVED. ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HOUR y Gr 3 Sz H U Sra��t county � tiows s' �\m 14. NO CHANGES OR SUBSTITUTIONS ARE ALLOWED UNLESS APPROVED BY THE ARCHITECT. �pun g 8 ISSUED FOR: DOCUMENT LIST GRAPHIC & MATERIAL SYMBOLS ABBREVIATIONS PERMIT ARCHITECTURAL: FOOD SERVICE: 1 SOUSA design ELEVATION REFERENCE BLOCKING @ AT GC GENERAL CONTRACTOR P LAM PLASTIC LAMINATE W/ WITH A-0 COVER PAGE K-1.0 FOOD SERVICE PLAN -2 AFF ABOVE FINISH FLOOR GL GLASS OR GLAZING PLYWD PLYWOOD WC WATER CLOSET A r c h i t e c t s A-0.1 GENERAL NOTES K-1.1 FOOD SERVICE EQUIPMENT SCHEDULE ATTEN ATTENUATING GWB GYPSUM WALL BOARD PT PRESSURE TREATED WD WOOD 81 Boylston Street,2nd Floor Boston,MA 02445 GENERAL NOTES PR PAIR 617.879.9100 A-0.3 GENERAL NOTES MECHANICAL: 1 BUILDING CROSS SECTION CONCRETE BLDG BUILDING HC HOLLOW CORE PT PAINTED X-REF CROSS REFERENCE ,aw,,,,.sousadeslgnccm A-0.4 GENERAL NOTES _3 A-0.5 ADA ACCESSIBILITY NOTES HDWR HARDWARE A-0.6 ADA ACCESSIBILITY NOTES M-1 HVAC GENERAL NOTES AND EQUIPMENT SCHEDULES CH CEILING HEIGHT HM HOLLOW METAL QT QUARRY TILE M-2 HVAC PLAN EARTH CL CENTER LINE HOR HORIZONTAL AE-1.0 CODE SUMMARY M-3 KITCHEN PLAN EXHUAST DETAILS O DOOR NUMBER CLR CLEAR R RISER ��?,EDAR AE-1.1 EGRESS PLAN COL COLUMN HVAC HEATING, VENT, A/C A RAD RADIUS oG � �� cP A-1.0 CONSTRUCTION PLAN ELECTRICAL: CONIC CONCRETE HWH HOT WATER HEATER REQ REQUIRED No.958 r A-1.0.1 ROOF PLAN A-1.1 FINISH FLOOR PLAN 102 BATT INSULATION CONT CONTINUOUS kla . rj E-1 ELECTRICAL POWER GENERAL NOTES ROOM NUMBER REF REFERENCE � A-1.2 FURNITURE REV � FCAMBRIDG � FURN U LAN CPT CARPET INSUL INSULATION REVISION(S) 4 A-1.2.1 FURNITURE SPECIFICATIONS E-2 ELECTRICAL POWER SCHEDULES H of E-3 ELECTRICAL POWER PLAN CT CERAMIC TILE INT INTERIOR RH RIGHT HAND(ED) A-1.3 REFLECTED CEILING PLAN E-4 ELECTRICAL LIGHTING AND LIFE SAFETY PLAN ° GRAVEL RO ROUGH OPENING A-1.3.1 LIGHTING SPECIFICATIONS © WINDOW NUMBER _ O A-1.3.2 LIGHTING SPECIFICATIONS DIM DIMENSION L LENGTH RTU ROOF TOP UNIT A-1.4 ENLARGED RESTROOM PLAN AND ELEVATIONS PLUMBING: DWG(S) DRAWING(S) LAV LAVATORY A-1.4.1 RESTROOM SPECIFICATIONS A-1.4.2 RESTROOM ACCESSORIES LH LEFT HAND(ED) SA SOUND ATTENTION BATTS Job # 1605 P-1 PLUMBING GENERAL NOTES, FIXTURE SCHEDULE, ELEVATION DESIGNATION ® WOOD EA EACH SD SMOKE DETECTORS A-2.1 INTERIOR ELEVATIONS LEGEND, AND BASEMENT PLAN EIFS EXT INSUL. FINISH SYSTEM MAX MAXIMUM SIM SIMILAR Drawn by: P.W. Ckd b S.A.S. A-2.2 INTERIOR ELEVATIONS P-2 WASTE AND VENT PIPING PLAN Y� A-2.3 INTERIOR ELEVATIONS ELEC ELECTRICAL MECH MECHANICAL SPEC SPECIFICATION 1 SECTION REFERENCE DRYWALL ELEV ELEVATION MFR MANUFACTURER SQ SQUARE Date: 05.09.2016 _3 A-3.1 EXTERIOR ELEVATIONS FIRE PROTECTION: EQ EQUAL MD MEDIUM DENSITY SQ FT SQUARE FEET A-3.2 EXTERIOR ELEVATIONS A-3.3 EXTERIOR DETAILS SP-1 SPRINKLER FLOOR PLAN, GENERAL NOTES, AND EWC ELECTRICAL WATER COOLER MIN MINIMUM SS STAINLESS STEEL A-3.4 EXTERIOR DETAILS LEGEND ®NEW DOOR TO BE INSTALLED TILE EXT EXTERIOR MO MASONARY OPENING STL STEEL Revisions FA-1 FIRE ALARM GENERAL NOTES MTL METAL STN STAIN A-4.1 MILLWORK DETAILS FA-2 FIRE ALARM PLAN A-4.2 BUFFET LINE DETAILS FC FIRE CODE / FIRE CORE SV SHEET VINYL A-4.3 ENLARGED FIREPLACE PLAN & DETAILS FD FLOOR DRAIN NIC NOT IN CONTRACT EXISTING DOOR TO REMAIN STEEL FEC FIRE EXTINGUISHER CABINET NL NIGHT LIGHT T TREAD A-5.1 ENLARGED BAR PLAN & ELEVATION NOM NOMINAL THK THICKNESS A-5.2 BAR SECTION FF FINISHED FLOOR A-5.3 ENLARGED SUSHI BAR PLAN, ELEVATIONS & SECTIONS FFE FINISHED FLOOR ELEVATION NTS NOT TO SCALE TP TOILET PAPER DISPENSER A-5.4 SUSHI BAR SECTION FIN FINISH TYP TYPICAL A-5.5 ENLARGED HOST STAND PLAN & ELEVATIONS D- PARTITION TYPE OC ON CENTER FFL FLUORESCENT LIGHTING A-6.1 WINDOW & DOOR SCHEDULE FOF FACE OF FINISH OD OUTSIDE DIAMETER UNO UNLESS NOTED OTHERWISE A-7.1 PARTITION TYPES EXISTING CONSTRUCTION FOC FACE OF CONCRETE OH OPPOSITE HANDED FOS FACE OF STUD VCT VINYL COMPOSITION TILE FRT FIRE RETARDANT TREATED VIF VERIFY IN FIELD COVER PAGE VTR VENT THROUGH ROOF NEW CONSTRUCTION A=O These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-132 HYANNIS, MA 02601 GENERAL NOTES : 1. ALL WORK EXECUTED AND/OR CALLED FOR ON THE PLANS, IN NOTES AND 20. DRAWINGS ARE NOT TO BE SCALED; DIMENSIONS GOVERN. 44. ALL WORK, COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED 59. ANY INFERIOR MATERIAL OR WORKMANSHIP SHALL BE REMOVED UPON 74. PROTECT ALL CONSTRUCTION& CARPENTRY MATERIALS, FIXTURES, SPECIFICATIONS, OR AS REQUIRED TO COMPLETE THIS CONTRACT, SHALL COMPLY WITH ALL CODES, RULES AND REGULATIONS OF ALL APPLICABLE AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF DEMAND AND WORK SHALL BE RECONSTRUCTED AS APPROVED BY THE FITINGS, HARDWARE, ETC. FROM CONTACT WITH MOISTURE, DUST,AND 21, ALL WORK IS TO CONFORM TO THE ARCHITECT'S DRAWINGS AND SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC.,AS MAY BE ARCHITECT OR THE OWNER AT THE CONTRACTOR'S SOLE EXPENSE. DAMAGE. DELIVER TO PROJECT SITE IN MANUFACTURER'S UNOPENED FEDERAL, LOCAL AND MUNICIPAL AGENCIES HAVING JURISDICTION OVER THE SPECIFICATIONS AND SHALL BE NEW AND BEST QUALITY OF THE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY CONTAINERS OR BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE AND ALL DRAWINGS, SPECIFICATIONS AND WORK IN ADDITION TO ALL DEPARTMENT OF BUILDING WORK RUI'_ES, FIRE KINDS SPECIFIED. AUTHORITIES HAVING JURISDICTION OVER THIS WORK,THEY SHALL ARCHITECTURAL DESIGNS ARE THE 60. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ARRANGING WITH GRADE STORE OFF THE GROUND IN A DRY VENTILATED SPACE OR DEPARTMENT, FEDERAL ADA ACCESSIBILITY GUIDELINES,ANSI, OSHA AND PROPERTY OF SOUSA DESIGN STATE AND FEDERAL REQUIREMENTS. THE GENERAL NOTES SHALL APPLY TO REPAIR,AT THEIR OWN COST, ANY DAMAGES TO THE PREMISES OR BUILDING MANAGEMENT THE USE OF ELEVATORS OR OTHER HOISTING PROTECT WITH SUITABLE WATERPROOF COVERINGS. SEASONED ARCHITECTS AND SHALL NOT BE ALL DRAWINGS. 22. NO MATERIAL SUBSTITUTIONS SHALL BE MADE. THE DESIGNER WILL ADJACENT WORK CAUSED BY THEIR OPERATION. FACILITIES FOR HANDLING MATERIALS.CONTRACTOR SHALL MAINTAIN A LUMBER, FINISHED MILLWORK, GYPSUMWALL BOARD, FIRE RETARDANT REPRODUCED OR USED ON THIS OR CONSIDER MATERIAL CHANGE REQUESTS ON AN INDIVIDUAL BASIS. COMPLETE AND UP-TO-DATE SET OF CONTRACT DRAWINGS AND TREATED MATERIALS AND ALL OTHER MOISTURE SENSATIVE MATERIALS TO 2. THE GENERAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS CONTRACTOR SHALL SUBMIT SAMPLES AND CUTS FOR WRITTEN 45. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE PROJECT SPECIFICATIONS ON THE JOB SITE FOR REVIEW BYTHE DESIGNER AND/OR BE STORED IN HUMIDITY CONTROLLED ENVIRONMENT AND NOT ANY OTHER PROJECT WITHOUT FOR THE CONTRACT OF THE CONSTRUCTION OF INTERIORS, LATEST EDITION, APPROVAL PRIOR TO THE START OF ANY WORK. THROUGH INSPECTION OF THE SITE.DRAWINGS,AND SPECIFICATIONS, SO AS ARCHITECT AT ALL TIMES. SUBJECTED TO WET OR DAMP CONDITIONS. WRITTEN CONSENT FROM THE IS HEREBY MADE PART OF THIS CONTRACT AS IF THEY WERE PRINTED TO THOROUGHLY UNDERSTAND THE WORK. ANY AND ALL DISCREPANCIES ARCHITECT. HEREIN IN FULL. 23. ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL BE SUPPLIED, INSTALLED, AND OMISSIONS SHALL BE REPORTED TO THE DESIGNER PRIOR TO 61. ALL REQUISITIONS FOR PAYMENTS FROM THE CONTRACTOR TO THE 75. HARDWARE SHALL BE SORTED AND STORED IN SPACE ASSIGNED BY CONNECTED, ERECTED, CLEANED, AND CONDITIONED AS DIRECTED BY THE COMMENCEMENT OF ANY WORK. BIDS AND WORK SHALL BE BASED ON THESE OWNER SHALL BE SUBMITTED TO THE ARCHITECT FOR PRIOR APPROVAL. CONTRACTOR AND SHALL BE KEPT AT ALL TIMES UNDER LOCK AND KEY. THE THE CONTRACTOR SHALL CHECK AND SUPPLIER/MANUFACTURER, IN ACCORDANCE WITH ACCEPTED INDUSTRY PLANS AND THE CONTRACTOR'S FIELD VERIFICATION OF THE SAME AND SAFETY AND PRESERVATTON OF ALL ITEMS DELIVERED WILL BE THE 3. OWNER AS REFERRED HEREIN REFERS TO THE TENANT MAKING STANDARD PRACTICE AND IN COMPLIANCE WITH PRODUCT WARRANTY. EXISTING DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE DESIGNER AS 62. SUBSTITUTIONS FOR MATERIALS, METHOD AND/OR SEQUENCE OF RESPONSIBILITY OF THE CONTRACTOR. VERIFY ALL DIMENSIONS AND EXISTING IMPROVEMENTS INCLUDING HIS AGENT(S), LANDLORD REFERS TO THE CONDITIONS ON SITE PRIOR TO OWNER OF THE PROPERTY AND HIS MANAGING AGENT(S).ARCHITECT TO ANY DISCREPANCIES, VARIANCE, INCONSISTENCY OR OMISSIONS THAT CONSTRUCTION SHALL BE REVIEWED WITH THE ARCHITECT AND ( ) BEGINNING ANY WORK. REPORT ALL REFERS TO THE ARCHITECT AND/OR DESIGNER AS APPLICABLE. 24. CONTRACTOR SHALL COMPLY WITH ALL THE RULES AND REGULATIONS OF INTERFERE WITH THESE PLANS AND OBTAIN CLARIFICATION PRIOR TO OWNER PRIOR TO AWARDING OF THE CONTRACT AND ALL SUCH 76. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND DISCREPANCIES IN WRITING TO SOUSA THE LANDLORD, OWNER AND/OR BUILDING MANAGEMENT REGARDING SITE ORDERING MATERIALS OR PROCEEDING WITH ANY WORK.ANY WORK THAT SUBSTITUTIONS MUST RECEIVE WRITTEN APPROVAL FROM THE INSTALLATION OF ALL WORK TO BE BURIED, SET INTO, OR CORED INTO THE 4. THE TERMS"CONSTRUCTION CONTRACTOR,""GENERAL ACCESS, DISPOSAL CONTAINER LOCATION, SECURITY, ETC. AND PAY ANY PROCEEDS OTHERWISE SHALL BE, IF INCORRECTLY PERFORMED, REPLACED ARCHITECT/OWNER. FLOOR SLAB IN ADVANCE OF CONCRETE TOPPING AND RAMP POURS DESIGN ARCHITECTS BEFORE ASSOCIATED FEES. TT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR REPAIRED WITH THE COST FOR SAME BEING BORNE BY THE INCLUDING BUT NOT LIMITED TO, ROUGH IN PLUMBING, FLOOR RECESSED PROCEEDING WITH THE WORK AND CONTRACTOR, G.C., CONSTRUCTION MANAGER/MANAGEMENT"AND OBTAIN SUCH REGULATIONS FROM THE LANDLORD. IN THE EVENT OF CONTRACTOR.THEY SHALL VERIFY ALL DIMENSIONS FOR COORDINATION. 63. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOF THEIR OWN UPLIGHT FIXTURES, BLOCK-OUTS FOR FIXTURES AND EQUIPMENT, DRAINS, SHALL ACCEPT FULL RESPONSIBILITY "CONTRACTOR" SHALL BE UNDERSTOOD BE THE SAME S CONFLICT BETWEEN BUILDING REGULATIONS AND OTHER CONTRACT ALL WORK SHALL BE IN COMPLIANCE WITH BUILDING STANDARD SECURITY,TEMPORARY HEAT, WATER,ELECTRICAL POWER, LIGHTING, AND ELECTRICAL CONDUIT, CAST-IN FLOOR ANCHORS,AND ALL OTHER FOR SAME. DRAWINGS SHALL NOT BE SPECIFICALLY NOTED OTHERWISE.THE GENERAL CONTRACACTORTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL SUBCONTRACTORS. DOCUMENTS, THE DESIGNER SHALL BE CONSULTED PRIOR TO PROCEEDING. REQUIREMENTS. COORDINATE BUILDING STANDARD REQUIREMENTS WITH HOISTING. IF NEEDED COORDINATE THESE SERVICES WITH THE BUILDING ELEMENTS AS ARE SHOWN OR MAY BE INFERED FROM THE ARCHITECTURAL SCALED. ALL WORK SHALL BE CARRIED"CONTRACTOR"SHALL REFERENCE BOTH THE GENERAL BUILDING OWNER. MANAGEMENT. AND/OR ENGINEERING AND/OR FOOD SERVICE DRAWINGS. SUCH WORK OUT IN ACCORDANCE WITH THE CONTRACTOR AND THE ASSOCIATED SUB CONTRACTORS. ALL 25. ALL WORK SHALL BE PERFORMED ONLY DURING THE HOURS ALLOWED BY SHALL BE FULLY COORDINATED WITH CONCRETE TOPPING SLAB DRAWINGS AND SPECIFICATIONS, AND COORDINATION WITH THE OWNER AND ARCHITECT SHALL BE WITH AND THE LANDLORD. 46. BEFORE COMMENCING WITH ANY WORK, THE CONTRACTOR SHALL FILE WITH 64. THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTORS TO WORK BY OTHERS. TO THE SATISFACTION OF THE OWNER THROUGH THE GENERAL CONTRACTOR. IN NO CASE SHALL THE THE LANDLORD AND OWNER CURRENT INSURANCE CERTIFICATES IN THE PERFORM WORK IN CONNECTION WITH THE PROJECT. THE GENERAL AND THE ARCHITECT. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING WITH AMOUNTS OF SUCH INSURANCE COVERAGE REQUIRED BY THE LANDLORD OWNER OR ARCHITECT BE CALLED ON TO COORDINATE WITH CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF SUCH 77. CONTRACTOR SHALL PROVIDE FLOOR PREPERATION FOR ALL FLOOR SUBCONTRACTORS DIRECTLY UNLESS THE GENERAL CONTRACTOR IS BOTH BUILDING MANAGEMENT THE USE OF ELEVATOR OR OTHER HOISTING AND OWNER FOR WORKER'S COMPREHENSIVE GENERAL LIABILITY, BODILY WORK AND ESTABLISHING SCHEDULES FOR ALL TRADES,THEY SHALL FINISHES AND/OR COORDINATE THIS WORK WITH CONCRETE PRESENT AND ESTABLISHES WRITTEN RECORD. FACILITIES FOR HANDLING THE DELIVERY OF MATERIALS. THE GENERAL INJURY AND PROPERTY DAMAGE PROVIDING THAT SUCH INSURANCE WILL AFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE TOPPING SLAB WORK OF OTHERS. FLOOR PREPARATION TO BE IN FULL EACH CONTRACTOR SHALL SUBMIT TO CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL SUB-TRADES OF NOT BE TERMINATED UNTIL COMPLETION OF ALL WORK AND IN NO EVENT INTRODUCTION AND STORAGE OF THEIR MATERIALS AND EQUIPMENT AND COMPLIANCE WITH RECOMMENDATIONS OF THE FLOOR FINISH SOUSA DESIGN ARCHITECTS FOR 5. THESE DRAWINGS AND SPECIFICATIONS, INCLUDING THE DESIGN AND CONDITIONS REGARDING ELEVATOR CAB SIZE, DOOR OPENING WIDTHS AND UNLESS AT LEAST TO DAYS NOTICE IS GIVEN TO THE LANDLORD AND THE EXECUTION OF THEIR WORK. CONTRACTORS SHALL CONFER WITH MANUFACTURERS AND SUPPLIERS. APPROVAL: SHOP DRAWINGS, SAMPLES, IDEAS REPRESENTED THERON,ARE AND SHALL REMAIN THE PROPERTY OF LOADING WEIGHT CAPACITIES. OWNER CONTRACTOR SHALL CARRY, MINIMALLY, HOLD HARMLESS OTHER CONTRACTORS PERFORMING WORK WHICH MAY AFFECT THEIR WORK CUTS OF ALL THE ITEMS OF WORK THE ARCHITECT AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO INSURANCE,GENERAL COMPREHENSIVE LIABILITY INSURANCE OF AND SHALL MAKE PROPER ARRANGEMENTS TO AVOID INTERFERENCE 78. CONTRACTOR SHALL PROVIDE ALL PREPERATION, FLOOR LEVELING, PRIOR TO THEIR INCLUSION IN THE OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT EXCEPT 27- DEMOLITION AND OTHER WORK WHICH CREATES DISTURBING NOISE MUST $1,000,000.00, PROPERTY DAMAGE LIABILITY INSURANCE OF $2,000,000.00 AND/OR CONSTRUCTION CONFLICT. CHANGES MADE NECESSARY THROUGH INSERTS, ETC. WHERE MONOLITHIC GLASS,GLAZED METAL FRAME OR CONSTRUCTION. ALL ITEMS TO BE BE SCHEDULED WITH BUILDING MANAGEMENT AND PERFORMED DURING AND WORKMEN'S COMPENSATION AND EMPLOYEES LIABILITY INSURANCE NEGLECT BY A CONTRACTOR TO PROVIDE FOR THE ABOVE SHALL BE MADE GLAZED WOOD FRAME PARTITIONS ARE SHOWN, IMPLIED OR SPECIFIED AS THOSE FOR WHICH THAT HAVE BEEN DEVELOPED AND PREPARED, INCLUDED SHALL BE APPROVED FOR PERMITTED HOURS. THE DELIVERY, HANDLING,AND NSTALLATION OF COVERING ALL EMPLOYEES OF THE CONTRACTOR AND ANY AT THE EXPENSE OF THE NEGLIGENT CONTRACTOR. MAYBE REQUIRED FOR A PLUMB, LEVEL INSTALLATION. WITHOUT THE WRITTEN CONSENT OF THE DESIGNER. VISUAL CONTACT WITH USE IN THE TOWN OF HYANNIS AND THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE MATERIALS, EQUIPMENT, AND DEBRIS MUST BE ARRANGED TO AVOID ANY SUBCONTRACTOR. THE PREMIUM COSTS AND CHARGES FOR SUCH SHALL HAVE AN ASTM AND UL NUMBER EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. INCONVENIENCE. INSURANCE SHALL BE PAID BY EACH CONTRACTOR. AND SUBCONTRACTOR. 65. THE OWNER RESERVES THE RIGHT TO REQUEST AND APPROVE 79. CONTRACTOR SHALL PROVIDE, COORDINATE AND INSTALL ALL ACCESS WHEN SUCH ITEMS REQUIRE THIS THE OWNER, LANDLORD. DESIGNER&ARCHITECT SHALL BE NAMED" OVERTIME AT THEIR DISCRETION. OVERTIME REQUESTED BY THE OWNER DOORS OR REMOVABLE PANELS REQUIRED FOR MAINTENANCE AND 6. THE'CONTRACT DOCUMENTS' SHALL INCLUDE THESE GENERAL 28. THE CONTRACTOR SHALL CONFORM TO BUILDING STANDARD ADDITIONAL INSURED"ON ALL CERTIFICATES OF INSURANCE. WILL BE PAID AT THE ADDITIONAL HOURLY RATE, PLUS INSURANCES AND INSPECTION OF ALL NEW AND EXISTING MECHANICAL, ELECTRICAL, DESIGNATION. EACH CONTRACTOR NOTES AND SPECIFICATIONS, THE ATTACHED PLAN(S), ASSOCIATED PROCEDURES FOR THE SCHEDULING OF DEMOLITION AND CORE BENEFITS WITHOUT OVERHEAD AND PROFIT. THE CONTRACTOR SHALL BEAR PLUMBING AND FIRE PROTECTION SYSTEMS, ALL FOOD SERVICE EQUIPMENT, SHALL CO-ORDINATE HIS WORK WITH SCHEDULES AND SKETCHES, THE WRITTEN CONTRACT BETWEEN DRILLING, AND FOR THE CARTING OF RUBBISH THROUGH THE BUILDING.ANY 47. THE DESIGNER, ARCHITECT,AND THEIR AGENTS ASSUME NO THE STRAIGHT TIME PORTION WITH INSURANCES, ETC., OF THE OVERTIME MISC. EQUIPMENT,VALVES AND CONTROLS, OF ALL TRADES INCLUDING ALL OTHER CONTRACTORS. OWNER AND CONTRACTOR, AND ANY OWNER AGREED ATTACHMENTS TO OVER TIME COST FOR SUCH WORK SHALL BE BORNE BY THE G.C. RESPONSIBILITY FOR THE EXISTING CONDITIONS,EXISTING SYSTEMS, INVOLVED. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE THOSE ASSIGNED BY OWNER WHETHER EXPLICITLY SHOWN IN THE SAID CONTRACT. EQUIPMENT, MATERIALS, METHODS, ETC. THE LANDLORD, OWNER,AND THEIR BUILDING MANAGEMENT TO CONFIRM BUILDING RULES, REGULATIONS,AND DRAWINGS OR NOT ACCESS DOOR LOCATIONS ARE TO BE REVIEWED BY THE QUALITY OF WORKMANSHIP AND 29. PRIOR TO REMOVING ANY BUILDINGSTANDARDMATERIALS, T.E. DOOR AGENT(S)AND CONTRACTOR(S) SHALL INDEMNIFY AND HOLD HARMLESS THE CONDITIONS WHICH MIGHT REQUIRE OVERTIME,AND INCLUDE THAT COST. SUBMITTED DRAWINGS OR IN THE FIELD FOR APPROVAL BY THE MATERIALS USED SHALL COMPLY WITH BUCKS, METAL PARTITIONS, & LIGHTING FIXTURES, A PROPER RELEASE MUST DESIGNER,ARCHITECT, AND THEIR AGENTS FROM AND AGAINST ALL CLAIMS ARCHITECT PRIOR TO CONSTRUCTION OR INSTALLATION. 7. IN THE EVENT OF CONFLICT BETWEEN THE PLANS AND THESE NOTES AND BE SECURED FROM THE BUILDING MANAGER. DAMAGE, LOSSES AND EXPENSES,INCLUDING ATTORNEY FEES ARISING OUT ALL TOWN OF HYANNIS AND MA STATE THE OTHER CONTRACT DOCUMENTS,THE OTHER CONTRACT DOCUMENTS 66. THE OWNER RESERVES THE RIGHT TO MAKE CHANGES IN THE DRAWINGS BUILDING CODES. DRAWINGS SUBJECT SHALL GOVERN. OF OR RESULTING FROM THE PERFORMANCE OF THE WORK OR FROM ANY AND SPECIFICATIONS AS THE WORK PROGRESSES. BULLETINS, CHANGE 80. SEE ARCHITECTURAL REFLECTED CEILING PLAN. ELEVATIONS, SECTIONS 30. THE CONTRACTOR SHALL MAINTAIN AND OPERATE AN ONSITE FIELD PRIOR EXISTING CONDITIONS. THE DESIGNER AND ARCHITECT ASSUME ORDERS, DRAWINGS,SPECIFICATIONS OR INSTRUCTIONS COVERING SUCH AND DETAILS FOR CEILING, SOFFIT AND FASCIA HEIGHTS AND TO APPROVAL BY ALL GOVERNMENTAL OFFICE TELEPHONE, FAX MACHINE AND EMAIL ACCESS AT ALL TIMES RESPONSIBILITY ONLY FOR THEIR PLANS WITHIN THE LIMITS OF THE WORK CHANGES WILL BE ISSUED TO THE CONTRACTOR WHOSE RESPONSIBILITY IT CONFIGURATIONS. NOTIFY ARCHITECT OF ANY CONFLICTS OR AGENCIES HAVING JURISDICTION ALL 8. ALL WORK,WHETHER SHOWN, IMPLIED, OR REASONABLY INFERABLE FROM DURING THE COURSE OF CONSTRUCTION WORK. ESTABLISHED THEREIN AND ANY ERRORS AND OMISSIONS THEREON. NEW CONSTRUCTION TO COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO: DRAWINGS, WILL BE TO DISTRIBUTE THESE IMMEDIATELY AND TO NOTIFY THE FIELD COMPLICATIONS WITH HEIGHTS AND CONFIGURATIONS REPRESENTED IN THE GENERAL NOTES AND/OR SPECIFICATIONS, PRODUCED BY THE ARCHITECT, OFFICE AND ALL SUBCONTRACTORS AFFECTED TO TAKE SUCH MEASURES AS DRAWINGS PRIOR TO EXECUTION OF ANY ASSOCIATED WORK. DEVIATIONS APPLICABLE HANDICAPPED AND/OR ENGINEERS, UNLESS SPECIFICALLY QUESTIONED, SHALL_ BE 31. WORKERS WILL BE ASSIGNED ONE TOILET AREA WHICH THE GENERAL 48. THE CONTRACTOR SHALL ASSUME THE FULL RESPONSIBILITY FOR THE MAY BE NECESSARY TO AVOID ERRORS IN THE WORK WHICH MAY OCCUR FROM THE DRAWINGS, CONSTRUCTED WITHOUT APPROVAL BY ARCHITECT ACCESSIBILITY LAWS. CONSIDERED FULLY UNDERSTOOD IN ALL RESPECTS BY THE GENERAL AND CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING, MAINTAINING AND, INSTALLATION OF ALL TRADE CONTRACTS ASSIGNED BY THE CLIENT, DUE TO THE USE OF SUPERSEDED DRAWINGS. WORK AFFECTED BY AND FOUND TO BE IN CONFLICT WITH THE DESIGN INTENT, ARE TO BE SUB CONTRACTORS.WHO WILL BE RESPONSIBLE FOR ANY UPON COMPLETION OF THE WORK, RESTORING TO ITS ORIGINAL INCLUDING GENERAL CONDITIONS, OVERHEAD AND PROFIT. CHANGES PROPOSED IN ANY REVISED DRAWINGS OR OTHER DOCUMENTS RECONSTRUCTED AS DIRECTED BY ARCHITECT AT CONTRACTORS MISINTERPRETATIONS OR CONSEQUENCES THEREOF. ALL DRAWINGS, NOTES CONDITION. ISSUED TO THE CONTRACTOR SHALL NOT BE EXECUTED UNLESS CHANGES EXPENSE. AND SPECIFICATIONS ARE DIRECTED TO THE ATTENTION OF THE 49. CONTRACTOR SHALL SUBMIT TO THE OWNER FOR LANLORD'S APPROVAL, ARE ACCOMPANIED BY LETTER OF AUTHORIZATION TO PROCEED CONTRACTOR AND THE INCLUSION OF ANY WORK BY MENTION, NOTE, 32. CONSTRUCTION PERSONNEL MUST CARRY PROPER IDENTIFICATION AT ALL THE CONTRACTOR'S WRITTEN AGREEMENT WAIVING THE RIGHT TO FILE ANY ACCORDINGLY.IN CASES WHEREINSTRUCTIONS ACCOMPANYING ANY ISSUE 81. CONTRACTOR SHALL PROVIDE A COMPOSITE CEILING PLAN AND DETAIL,ITEMIZATION OR IMPLICATION, HOWEVER BRIEF, MEANS THAT THE TIMES. MECHANICS LIENS OR OTHER LIENS,ATTACHMENT OR ENCUMBRANCE OF REVISED DRAWINGS OR SPECIFICATIONS REQUEST ESTIMATES OF COST NECESSARY SHOP DRAWINGS COORDINATING ALL TRADES, SHOWING THE CONTRACTOR SHALL PROVIDE AND INSTALL SAME.ALL WORK PERFORMED AGAINST THE LANDLORD'S PROPERTY INCLUDING BUT NOT LIMITED TO INVOLVED, SUCH ESTIMATES SHALL BE PREPARED AND SUBMITTED LOCATION OF SUSPENSION MEMBERS, LIGHT FIXTURES, EMERGENCY AND SHALL INCLUDE ALL APPURTENANCES AND APPARATUS NORMALLY DEEMED 33. ALL LADDERS, BAKERS, SCAFFOLDING,AND/OR OTHER CONSTRUCTION BUILDING, LAND,FIXTURES AND PERSONAL PROPERTY WHICH MAY ARISE OUT PROMPTLY IN ORDER NOT TO UNDULY EFFECT THE PROGRESS OF THE EXIT LIGHTING, HVAC DUCTS, DRAPERY OR SHADE POCKETS, FIRE DAMPERS, TO BE A PART OF A COMPLETED PACKAGE WITHIN THE DEFINITIONS OF TOOLS/EQUIPMENT SHALL BE IN GOOD OPERATING CONDITION.ALL OF OR IN CONNECTION WITH THE ALTERATIONS. PROOF THAT THE WORK. CHANGES IN LOCATIONS OF INSTALLATION OF NEW EQUIPMENT, ACCESS DOORS, SPRINKLERS AND PIPES, FASCIAS, SOFFITS AND ALL OTHER NORMAL INDUSTRY STANDARDS, DAMAGED LADDERS, BAKERS,ROLLING SCAFFOLDING, AND/OR CONTRACTOR HAS OBTAINED SIMILAR WAIVERS FROM ALL FIXTURES AND FINISH MATERIALS, IF AUTHORIZED PRIOR TO ROUGH-IN, ITEMS PENETRATING OR ATTACHED TO THE CEILING AS REQUIRED FOR A CONSTRUCTION TOOLS/EQUIPMENT WILL BE IMMEDIATELY REMOVED FROM SUBCONTRACTORS SHALL BE PROVIDED TO OWNER FOR FILING WITH THE SHALL BE DONE WITHOUT INVOLVING ADDITIONAL COSTS BY THE FULLY COORDINATED PROJECT. 9. THE GENERAL CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS, THE JOB SITE. LANDLORD BEFORE SUCH SUBCONTRACTORS COMMENCE THEIR WORK. CONTRACTOR. DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION,AND AS ANTICIPATED 82. CONTRACTOR SHALL PROVIDE NAMES, FABRICATION SHOP ADDRESSES AND OR INFERRED PRIOR TO PRICING OR BIDDING. 34. ALL ELECTRIC HAND TOOLS MUST BE GROUNDED PROPERLY. 50. THE CONTRACTOR SHALL ENSURE THAT THERE ARE NO TRADE OR 67. CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS TO THE LISTS OF REFERENCES FOR PROJECTS OF SIMILAR SIZE AND LOCATION FOR JURISDICTIONAL DISPUTES THROUGH USE OF LABOR OR METHODS OF ARCHITECT AND/OR DESIGNER FOR ALL OFFSITE FABRICATION INCLUDING SUBCONTRACTORS PROPOSED FOR DECORATIVE CONCRETE, MILLWORK, 10. WHERE THESE NOTES AND SPECIFICATIONS ARE IN CONFLICT WITH THE 35. PROTECTIVE EYE GOGGLES, CONSTRUCTION HARD HATS AND PROPER INSTALLATION, INCLUDING THOSE OF CONTRACTORS WHICH HAVE BEEN BUT NOT LIMITED TO MILLWORK, ORNAMENTAL METALS, GLASS, DOORS AND DECORATIVE METALWORK SUBCONTRACTORS OFFICES AND FABRICATION ARCHITECTURAL OR ENGINEERING DRAWINGS THE CONTRACTOR SHALL CLOTHING MATERIALS MUST BE WORN DURING ANY CUTTING,WHETHER BY SEPARATELY CONTRACTED BY THE OWNER. SHOULD ANY DELAYS OCCUR ON MISCELLANEOUS METALWORK TRADES, FOR WRITTEN APPROVAL. GENERAL SHOPS FOR THESE TRADES MUST BELOCATED WITHIN ONE HOUR TRAVEL REQUEST CLARIFICATION BEFORE PROCEEDING WITH ASSOCIATED WORK. HAND OR BY MECHANICAL MEANS, OF FLOORS AND WALLS. THE JOB SITE THROUGH NON-COMPLIANCE OF THIS CLAUSE, THE CONTRACTOR SHALL CHECK SHOP DRAWINGS BY SUBCONTRACTORS PRIOR TIME BY CAR FROM THE SITE TO FACILITATE PROGRESS VISITS DURING CONTRACTOR WILL REIMBURSE THE OWNER FOR ALL COSTS AND DAMAGES. TO SUBMISSION AND NO MATERIAL SHALL BE ORDERED AND NO WORK SHALL FABRICATION. 11. ALL CHANGES FROM THE DRAWINGS NECESSARY TO MAKE THE 36. ALL WINDOWS SHALL BE KEPT CLOSED IN THE WORK AREAS. BE STARTED UNTIL SHOP DRAWINGS ARE APPROVED IN WRITING. ALL SHOP WORK CONFORM TO THE EXISTING BUILDING AND TO FIT EXISTING 51. THE CONTRACTOR IS TO PROVIDE A FULL-TIME COMPETENT DRAWINGS SHALL SHOW CONSTRUCTION,ARRANGEMENTS, FINISHES AND 83. CONTRACTOR SHALL COORDINATE AND CONSTRUCT ALL CEILING, CONDITIONS SHALL BEAT THE CONTRACTORS EXPENSE WITHOUT 37. ALL FIRE EXITS SHALL BE KEPT CLEAR AND ACCESSIBLE AT ALL TIMES. SUPERINTENDENT ON THE PROJECT TO COORDINATE ALL DIMENSIONS IN FEET AND INCHES AND SHALL INDICATE ALL TOLERANCES WALL, AND FLOOR PENETRATIONS, FOR ALL MECHANICAL, ELECTRICAL, EXTRA COST TO THE OWNER. ANY WORK CALLED FOR IN THE PLANS SUBCONTRACTORS'WORK AND SUPERVISE THE DAILY ACTIVITY OF THE REQUIRED. DRAWING SUBMITTALS SHALL BE SCALE DRAWINGS, IN PDF PLUMBING AND FIRE PROTECTION SYSTEMS, INCLUDING FOOD SERVICE SHALL INCLUDE SUCH WORK AS CAN REASONABLY BE CONSIDERED A PART 38. FIRE EXTINGUISHERS MUST BE KEPT ON THE JOB SITE DURING PROJECT AS WELL AS MAINTAIN THE SITE IN A SAFE, CLEAN MANNER. DIGITAL FILE FORMAT, OF EACH DRAWING SUBMITTED VIA EMAIL WHEN EQUIPMENT PROVIDED BY OTHERS WHETHER EXPLICITLY SHOWN IN THE OF THE TOTAL BUILDING SYSTEM AND NECESSARY TO COMPLETE THE SAME. CONSTRUCTION. PLUS, CONTRACTOR TO HAVE PROPER MEDICAL POSSIBLE AND VIA DISK OTHERWISE. DRAWINGS OR NOT. CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EMERGENCY KIT AVAILABLE AT JOB SITE PER ALL APPLICABLE CODES AND 52. ALL CONSTRUCTION LABORERS PERFORMING UNDER THIS WORK STOPPING AND ACOUSTICAL SEALING OF ALL NEW AND EXISTING 12. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND REGULATIONS. SHALL BE SKILLED WORKERS WITH IN THEIR RESPECTIVE TRADES. 68. CONTRACTOR SHALL PREPARE AND SUBMIT CUTS,SAMPLES AND PENETRATIONS. SERVICES NECESSARY AND REASONABLY INFERABLE FOR THE PROPER FINISHES INCLUDING BUT NOT LIMITED TO,ALL SPECIFIED AND UNSPECIFIED 39. CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT,AND 53. GENERAL CONTRACTOR TO CONVENE MEETING AT PROJECT SITE HARDWARE, FIXTURES, EQUIPMENT,TRIM, ELECTRICAL AND FIVAC DEVICE 84. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY TO COMPLETION OF THE WORK OF ALL TRADES UNLESS SPECIFICALLY NOTED ASSUMES ALL RISKS FOR DAMAGE TO, THE BUILDING RESULTING FROM THE WITHIN ONE WEEK OF SCHEDULED START OF CONSTRUCTION WITH CUTSHEETS, IN PDF DIGITAL FILE FORMAT, TO THE ARCHITECT AND/OR COMPLETE CORE DRILLING AND ELECTRICAL HOOKUP, PATCHING, ETC, ISSUED FOR: AS EXCLUDED IN THE DRAWINGS. CONTRACTOR SHALL FURNISH ALL WORK, INCLUDING BUT NOT LIMITED TO ALL PUBLIC AREAS SUCH AS REPRESENTATIVES OF THE FOLLOWING IN ATTENDANCE: OWNER, DESIGNER FOR WRITTEN APPROVAL PRIOR TO ORDERING OF? SHIPPING. INCLUDING WORK IN LANDLORD'S OR OTHER TENANTS SPACE.ALL CORE ELEMENTS OF CONSTRUCTION REQUIRED FOR A COMPLETE JOB INCLUDING ELEVATOR LOBBIES, CORRIDORS,TOILETS, SERVICE HALLS, EQUIPMENT AND ARCHITECT,DESIGNER, MEP& STRUCTURAL ENGINEERS,CONTRACTOR, AND SAMPLES, MINIMUM 6'X6", OF ALL FINISH ITEMS ARE TO BE SUBMITTED FOR DRILLING SHALL BE ACCOMPLISHED DURING STATED BUILDING APPROVED PERMIT BUT NOT LIMITED TI ALL FINISHES, BASE,TRIM, FIXTURES, COVER PLATES, OTHER PROPERTY BELONGING TO THE BUILDING.ANY DAMAGE TO SAME PRIMARY SUBCONTRACTORS.THR000HOUT THE CONSTRUCTION PROCESS WRITTEN APPROVAL PRIOR TO ORDERING MATERIALS. WORKING HOURS CONTRACTOR SHALL VERIFY AND CONFORM TO THOSE GRILLES, TERMINATIONS, TRANSITIONS, I NETRAS, PIPING, OPENINGS, ACCESS CAUSED BY CONTRACTORS OR SUBCONTRACTORS WORKMEN SHALL BE THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR HOSTING WEEKLY HOURS WHEN WORK IS REQUIRED. DOORS, ANYS SUCH ITEM WIRING, TERMINATIONS, PIPING, FITTINGS, PATCHED, REPLACED AND/OR REPAIRED IMMEDIATELY BY CONTRACTOR TO SITE MEETINGS AND SHALL PREPARE AND DISTRIBUTE MINUTES RECORDING 69. ALL SUBMITTALS SHALL CONFORM TO GOOD AND CURRENT TRADE ETC.FOR ANY SUCH ITEM OF CONSTRUCTION NOT SPECIFICALLY NOTED OR SPECIFIED IN THE DRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE THE SATISFACTION OF THE LANDLORD. PATCHING AND REPLACING OF ITEMS OF DISCUSSION INCLUDING NOTATION OF RESPONSIBILITIES OF PRACTICES, BUILDING STANDARDS AND ALL GOVERNMENTAL CODES ALL 85. CONTRACTOR TO COORDINATE AND PROVIDE APPROPRIATE SIZED SOUSA design FOR PROVIDING SUCH ITEM OF A QUALITY AS MY BE INFERED FROM THE DAMAGED WORK SHALL BE DONE BY THE GENERAL CONTRACTOR AT HIS VARIOUS PARTIES. CONTRACTOR SHALL PREPARE AND DISTRIBUTE ALL JOB ITEMS TYPICALLY CONSIDERED PART OF THE WORK BUT NOT INCLUDED CUTOUTS ABOVE CEILING WHERE PARTITION WALLS EXTEND TO SLAB DRAWINGS AND SPECIFICATIONS FOR OTHER AREAS OF SIMILAR TYPE AND OWN EXPENSE. GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY MEETING MINUTES,WITHIN 72 HOURS OF MEETING. SHALL BE NOTED. ABOVE, AS REQUIRED FOR CIRCULATION OF RETURN AIR TO HVAC A r c h i t e c t s USE. PROTECTION FOR THE WORK UNTIL THE SAME IS TURNED OVER TO THE SYSTEM. OWNER. 54. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES.OR OPENINGS TRUE A 70. SUBMITTALS ARE TO BE MADE IN A TIMELY MANNER,ALLOWING SUFFICIENT 13, WORK INCLUDED SHALL BE LIMITED TO THAT SHOWN ON THE PLANS FOR THE AND OF PROPER SIZE IN THEIR OWN WORK, OR CUT SAME IN EXISTING WORK TIME FOR REVIEW BY OWNER, ARCHITECT, ENGINEER, AND/Of? DESIGNER, 86. ALL MISSING OR DAMAGED FIREPROOFING ON EXISTING STEEL STRUCTURAL 81 Boylston Street,2nd Floor SPECIFIED TENANT SPACE HEREIN AND SHALL NOT INCLUDE ANY 40. CONTRACTOR IS RESPONSIBLE TO PROTECT,AS REQUIRED,ALL TENANT AS MAYBE NECESSARY FOR PROPER INSTALLATION OF THEIR OWN OR AND SO AS NOT TO CREATE DELAYS IN CONSTRUCTION. "SUFFICIENT TIME" MEMBERS TO BE REPLACED PER CODE REQUIREMENTS AT THE Boston,MA 02445 ALTERATIONS TO ANY EXISTING BASE BUILDING CONSTRUCTION OCCUPIED AREAS WHERE FINISH WORK OR GENERAL CONSTRUCTION IS TO OTHER CONTRACTORS WORK, INCLUDING THOSE WHICH HAVE BEEN SHALL ALLOW ANY TIME REQUIRED FOR THE PROCESS OF SUBMITTAL AND CONTRACTOR'S EXPENSE. 817.879.9100 BE PERFORMED. GENERAL CONTRACTOR TO INSTALL ADEQUATE SEPARATELY CONTRACTED BY THE OWNER, CONSULTING WITH OTHER COMMENT,AND IF REQUIRED RESUBMITTAL AND COMMENT, UNTIL THE www.sousadesign.com EXCEPT WHERE SPECIFICALLY REQUIRED AND INDICATED FOR THE PROTECTION OF BUILDING PAPER, MASONITE.OR OTHER APPROVED CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF SUBMITTAL TS DEAMED COMPLETE OR ACCURATE ENOUGH TO BE APPROVED 87. CONTRACTOR SHALL FURNISH, COORDINATE, AND INSTALL ALL BLOCKING IN COMPLETION OF THE SPECIFIED TENANT SPACE. MATERIAL ON ALL FINISHED SURFACES AS DIRECTED BY THE DESIGNER SAME. IN CASE OF THEIR PROPER FAILURE TO LEAVE OR CUT SAME IN THE AS IS OR APPROVED AS NOTED. COSTS ASSOCIATED WITH DELAYS DUE TO CEILINGS, SOFFITS OR PARTITIONS AS REQUIRED FOR THE SUPPORT OR 14. GENERAL CONTRACTOR SHALL REVIEW AND FAMILIARIZE THEMSELVES WITH PRIOR TO THE OWNER'S MOVING DATE, AND SHALL REMOVE SAME PROPER PLACE, THEY SHALL CUT THEM AFTERWARDS AT THEIR OWN! INCOMPLETE, INACCURATE, OR INSUFFICIENT SUBMITTALS WILL BE AT THE INSTALLATION OF ANY AND ALL ELEMENTS ATTACHED THERE TO, INCUDING THE GENERAL NOTES AND SPECIFICATIONS DRAWINGS AND DETERMINE FOLLOWING COMPLETION OF THE MOVE. EXPENSE. NO EXCESSIVE CUTTING WILL BE PERMITTED NOR SHALL ANY CONTRACTORS EXPENSE. APPROVALS SHALL INDICATE ONLY THAT SUCH BUT NOT LIMITED TO; MILLWORK, EQUIPMENT, FIXTURES, HARDWARE, WHICH NOTES APPLY DIRECTLY TO THEIR RESPONSIBILITY. EACH STRUCTURAL MEMBERS BE CUT WITHOUT THE CONSENT OF THE SUBMITTALS GENERALLY EXPRESS THE INTENT OF THE CONTRACT RAILINGS, METAL WORK, WINDOW BLINDS, DRAPERIES, CURTAINS, ., SUB-TRADE WILL BE RESPONSIBLE FOR REVIEWING THE ENTIRE SET OF 41. CONTRACTOR IS RESPONSIBLE AT THE END OF EACH DAY TO REMOVE ARCHITECT. DOCUMENTS AND SHALL NEITHER BE CONSTRUED AS A COMPLETE CHECK DECORATIVE ELEMENTS, ARTWORK,AND ANY HANGING OBJECTS AS PROTECTIVE COVERINGS AND REMOVE ANY DUST OR REMAINING DEBRIS NOR RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR QUANTITIES AND REQUIRED WHETHER OR NOT SUCH ELEMENTS ARE SHOWN IN THE ,`�F`ED Cy, DRAWINGS AND NOTING THEIR WORK AS APPLICABLE. ALL WORK INDICATED �-� ,T OR INFERRED ON THE DRAWINGS WILL BE ACCOUNTED AND INCLUDED IN FROM COMMON PAVING, FLOOR, DOORS, STAIRS AND HANDRAILS. 55. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION, DIMENSIONS. CURRENTDRAWINGS.ALL BLOCKING TO BE FIRE-RETARDANT AND SIZED N_ N A SO,,,'� CONTRACTOR IS RESPONSIBLE FOR ANY FINES ASSESSED AGAINST OWNER REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT ADEQUATELY TO SUPPORT THE WEIGHT OF THE ELEMENT FOR WHICH IT IS 2 (� ALL CONTRACTORS'SCOPE OF WORK WHETHER SHOWN ON THE �<v N FOR FAILURETO COMPLY WITH BUILDING REQUIREMENTS FOR MAINTAINING WILL BE SUBSEQUENTLY LET UNDER SEPARATE CONTRACT BY THE OWNER 71. THE CONTRACTOR AND SUBCONTRACTOR SHALL GAURANTEE:THEIRWORK INSTALLED. ARCHITECTURAL OR ENGINEERING DRAWINGS. 0 v �2 PUBLIC AREAS IN A CLEAN AND ORDERLY CONDITION. OR THE ARCHITECT. (MATERIAL INSTALLATION AND LABOR) IN WRITTEN FORM AS ACCEPTABLE TO No1. . 958 ti 15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PICK UP THE THE OWNER, FOR A PERIOD OF NOT LESS THAN ONE(1)YEAR FROM THE DATE 88. GENERAL CONTRACTOR SHALL INCLUDE A COPY OF ALL SUBCONTRACTORS CAMBRIDG� w BUILDING PERMIT AT THE BUILDING DEPARTMENT OFFICES AND PAY ALL 42. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE 56. ALL CONTRACTORS WORK SHALL BE PERFORMED IN A FIRST-CLASS, OF ACCEPTANCE OF THE WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN CHANGE ORDER REQUESTS ON THE SUBCONTRACTORS LETTERHEAD WITH 0 Mass. ;� CLEANLINESS OF THE WORK AREA AND THE AREAS INVOLVED IN THE SKILLFUL MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE OR ONOTHER DRAWINGS, UNLESS THE MANUFACTURER PROVIDES A LONGER ALL CHANGE ORDERS SUBMITTED. CHANGE ORDERS WITHOUT THIS BACKUP I 11 OUTSTANDING FEES, UNLESS OTHERWISE NOTED. DELIVERY OF THEIR MATERIALS AND TO CLEAN UP AND REMOVE FROM THE APPLICABLE TO AFFORD A FINISHED NEAT APPEARANCE CONTRACTOR SHALL GUARANTEE PERIOD WHICH SHALL THEN BE USED AS THE WILL NOT BE CONSIDERED. 0f, ' 16. GENERAL CONTRACTOR SHALL PROVIDE ALL THE DRAWINGS, COMPLETED PREMISES ALL WASTE MATERIALS, RUBBISH, WRAPPINGS, AND SELVAGES AS CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS GUARANTEE/WARRANTY PERIOD. THE CONTRACTOR SHALL, UPON NOTICE BY PAPERWORK AND CERTIFICATES OF INSPECTION AND SHALL PERFORM ALL GENERATED BY THE CONSTRUCTION,DEMOLITION AND/OR THE DELIVERY FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT THE OWNER, PROMPTLY CORRECT ALL WORK FOUND AS DEFICIENT OR THE CONTROLLED INSPECTIONS AS REQUIRED FOR BUILDING DEPARTMENT AND INSTALLATION OF ANY PRODUCTS, MATERIALS, OR EQUIPMENT SURFACES TO THEIR WORK SHALL BE LEFT AS THEY APPEAR PRIOR TO THE FATLING TO CONFORM TO THE CONTRACT DOCUMENTS DURING THE SIGN OFF. WHICH IS PART OF THEIR CONTRACT CONTRACTOR SHALL PROVIDEAND BE COMMENCEMENT OF THE CONTRACTOR'S WORK TO BE DONE. CONTRACTOR CONSTRUCTION AND/OR GUARANTEE PERIODS AT NO ADDITIONAL COST TO RESPONSIBLE FOR CONTAINERS TO BE USED FOR THE DEPOSIT AND SHALL PROPERLY PROTECT ALL ADJACENT SURFACES DURING THE COURSE THE OWNER. 17. UPON COMPLETION OF THE JOB, THE GENERAL CONTRACTOR SHALL REMOVAL OF ALL DEBRIS RESULTING FROM THE WORK, EACH CONTRACTOR OF THIS INSTALLATION. ALL NEW AND EXISTING GLASS, HARDWARE,AND/OR SUBMIT CERTIFICATES OF INSPECTION AND A CERTIFICATE OF SUBSTANTIAL SHALL BE RESPONSIBLE FOR HIS OWN CLEAN-UP AND SHALL PLACE DEBRIS CONSTRUCTION SHALL BE THOROUGHLY CLEANED IN A MANNER 72. ALL APPLICABLE PERMITS, INSPECTIONS/APPROVALS, SIGNOFFS AND FROM HIS WORK IN THE CONTAINER(S) PROVIDED BY THE GENERAL ACCEPTABLE TO THE OWNER. CONTROLLED INSPECTIONS SHALL BE APPLIED FOR AND PAID BY THE 1605 COMPLETION (A.I.A. DOCUMENT#G-704) INCLUDING ALL AS-BUILT CONTRACTOR.ALL WORK DONE SHALL COMPLY WITH THE REQUIREMENTS SUBCONTRACTORS IN ALL FIELDS OF THEIR WORK AS REQUIRED PER Job # DRAWINGS. OF THE BUILDING. IN NO CASE CAN GARBAGE RECEPTACLES INCLUDING 57. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND BUILDING DEPARTMENTS CODE, INCLUDING COORDINATION OF INSPECTIONS, 18. CONTRACTOR SHALL SCHEDULE ALL WORK TO CONFORM TO THE DUMPSTERS, CANS, BAGS, ETC., BE LEFT IN FRONT OF THE BUILDING, IN THE SPECIFICATIONS REGARDING THE LOCATIONS AND EXTENT OF BLOCKING OR APPROVAL AND PICKING UP OF BUILDING PERMITS BY THE CONTRACTOR, GENERAL CONSTRUCTION SCHEDULE AND SHALL COOPERATE WITH SERVICE ALLEY, REAR YARD OR CELLAR. THE JOB SITE SHALL BE KEPT GROUNDS, AS WELL AS ANY STRUCTURAL STEEL OR METAL ANGLES AS MAY UNLESS OTHERWISE NOTED. Drawn by: P•W Ckd by: S.A.S. OTHER CONTRACTORS IN THE REQUIRED SEQUENTIAL INSTALLATION BROOM CLEAN AT ALL TIMES. BE REQUIRED INSIDE WALLS FOR PURPOSES OF SUPPORTING MILLWORK. SCHEDULE AS APPROVED BY THE ARCHITECT. THE GENERAL CONTRACTOR SHALL ENSURE THAT THE COSTS OF SUCH 73. UPON COMPLETION OF THE WORK, THE GENERAL CONTRACTOR SHALL 43. SELECTION OF SUBCONTRACTORS IS SUBJECT TO THE OWNER'S BLOCKING, GROUNDS, AND/OR STRUCTURAL SUPPORTS ARE CARRIED IN THE PROVIDE A FULLY CLEANED, DUST SCUFF,AND STAIN FREE SPACE. HARD Date: 05.09.2016 19. THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS AND REVIEW PRIOR TO AWARDING OF THE CONTRACT. THE GENERAL CARPENTRY OR ARCHITECTURAL METALS SUBCONTRACTORS' SCOPE OF SUFRACE FLOORS, WALLS, CEILINGS, ETC.ARE TO BEDROOM CLEANED AND REQUESTS FOR ADDITIONAL WORK AND FEES IN THE FORM OF A CHANGE CONTRACTOR MUST SUBMIT A LIST OF THEIR PROPOSED WORK. MOPPED DOWN. MILLWORK, BASE,WINDOWS, EQUIPMENT, FIXTURES, ETC. ORDER. INDICATED ON IT MUST BE A CLEAR DESCRIPTION AND FIRM PRICE SUBCONTRACTORS, INCLUDING YEARS OF OPERATION, LIST OF ATE TO BEDUSTED AND WIPED DOWN. ALL WINDOWS SHALL BECLEANED. ALL FOR THE WORK.ALL CHANGE ORDERS MUST BE SUBMITTED TO THE CLIENT REFERENCES, AND LIST OF PROJECTS THAT ARE SIMILAR IN SCOPE TO THE 58. BOTH THE ARCHITECT AND THE OWNER'S REPRESENTATIVE SHALL HAVE ELEMENTS SHALL BE FREE OFANY SCUFF MARKS OR STAINS ALL EQUIPMENT FOR APPROVAL PRIOR TO THE COMMENCEMENT OF WORK. NO WORK IS TO WORK OF THIS SECTION, AS WELL AS EVIDENCE THAT THOSE ACCESS TO THE DEMISED PREMISES AT ALL TIMES, AND TO THE FACTORY OR AND MILLWORK TO BE FREE OF ANY MATERIAL FRAGMENTS ON AND WITHIN Revisions PROCEED UNTIL A SIGNED AUTHORIZATION TO PROCEED IS RETURNED TO SUBCONTRACTORS REQUESTED TO BE AFFORDED THE OPPORTUNITY TO BID SHOP OF ANY OF THE SUBCONTRACTORS. THEM.ALL CARPETED AREAS ARE TO BE VACUUM CLEAN,ALL LIGHT THE GENERAL CONTRACTOR. IN NO CASE SHALL REQUESTS FOR ADDITIONAL HAVE HAD THAT OPPORTUNITY AND HAVE RESPONDED IN ACCORDANCE FIXTURES, HVAC SUPPLY, RETURN AND CONVECTOR UNITS ARE TO BE FEES BE ACCEPTED FOR WORK EXECUTED WITHOUT PRIOR APPROVAL AND WITH THE DEFINITIONS OF NORMAL INDUSTRY STANDARDS. OPENED AND VACUUMED AFTER THE INSTALLATION IS COMPLETED. SUCH WORK SHALL REMAIN IN PLACE AND BE AT CONTRACTOR'S EXPENSE. _l _ _._ GENERAL NOTES AmOml I I I These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-132 DEMOLITION NOTES . HYANNIS, MA 02601 1. SEE ALL DRAWINGS FOR ADDITIONAL NOTES AND SPECIFICATIONS. 7. CONTRACTOR SHALL MAINTAIN CONSTANT HUMIFICATION CONTROL -CLEARANCES: FOR NON-FIRE DOORS PROVIDE CLEARANCES OF: 3. ALL METAL FARMING IS TO BE IN COMPLIANCE WITH THE ORNAMENTAL -SHAFT WALL LINER: SOLID GYPSUM BOARD LINER FOR SHAFT WALL DURING CONSTRUCTION TO PREVENT MOVEMENT OF PLYWOOD IN 1/8"AT JAMBS AND HEADS: 1/8"AT MEETING STILES FOR PAIRS OF METALS SECTION OF THESE NOTES AND SPECIFICATIONS. CONSTRUCTION, 1"THICK, 16"OR 24"WIDE,AS REQUIRED TO SUIT 2. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING ACCORDANCE WITH AWI AND NATIONAL RECOGNIZED STANDARDS. DOORS:AND 3/8" FROM BOTTOM OF DOOR TO TOP OF FLOOR FINISH CONDITION, BY STANDARD LENGTHS AS REQUIRED, BEVELED THEMSELVES WITH THE BUILDING RULES AND REGULATIONS BEFORE AND OR COVERING, EXCEPT WHERE THRESHOLD IS SHOWN OR 4. SUBMIT MANUFACTURER'S PRINTED PRODUCT DATA, SPECIFICATIONS, EDGES. PROVIDE"USG SHAFT WALL LINER". DURING THE COURSE OF THE PROJECT. SHOULD A CONFLICT ARISE 8. PLYWOOD STANDARD: COMPLY WITH PS 1 AND AMERICAN PLYWOOD SCHEDULED PROVIDE 1/4"CLEARANCE FROM BOTTOM OF DOOR TO STANDARD DETAILS, INSTALLATION INSTRUCTIONS, USE LIMITATIONS AND BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE ASSOC. (APA). PLYWOOD FOR ROUGH CARPENTRY WORK SHALL CONFORM TOP OF THRESHOLD. RECOMMENDATIONS FOR EACH MATERIAL OR SYSTEM USED. PROVIDE 8. WHERE GYPSUM DRYWALL WITH FIRE RESISTANCE RATINGS ARE CONTRACTOR IS TO NOTIFY THE DESIGNER IMMEDIATELY. BUILDING RULES TO PS-74 AND APA STANDARDS BEST GRADE FOR INTENDED USE. -PLACE FIRE-RATED DOORS WITH CLEARANCES AS SPECIFIED IN CERTIFICATIONS OF MATERIAL AND SYSTEM COMPLIANCE. INDICATED, CONTRACTOR TO PROVIDE MATERIALS AND INSTALLATIONS AND REGULATION SHALL GOVERN EXCEPT WHERE THEY ARE IN CONFLICT PLYWOOD FOR TELEPHONE AND ELECTRIC CLOSETS, PROVIDE 3/4"THICK NFPA STANDARD NO. 8-AND COMPLYING WITH THE LIMITATIONS OF WHICH ARE IDENTICAL WITH THOSE OF APPLICABLE ASSEMBLIES TESTED WITH APPLICABLE CODES AND ORDINANCES. C-D EXT-APA PLYWOOD, FIRE RETARDANT TREATED AS SPECIFIED HEREIN. THE AUTHORITY HAVING JURISDICTION. 5. SUBMIT SAMPLES OF EACH GLASS, GLAZING, AND FARMING MATERIAL PER ASTM El 19 BY FIRE TESTING LABORATORIES, OR TO DESIGN ALL DRAWINGS, SPECIFICATIONS AND PLYWOOD WITHIN WALL CONSTRUCTION, PROVIDE B-B EXT-APA PLYWOOD, -CONDITION WOOD DOORS TO AVERAGE PREVAILING HUMIDITY IN SHOWING FULL COLOR RANGES AND FINISH VARIATIONS EXPECTED. DESIGNATIONS IN UL"FIRE RESISTANCE DIRECTORY"OR IN LISTING OF DESIGNS ARE THE DESI 3. GENERAL CONTRACTOR TO COORDINATE ALL PHASES OF DEMOLITION FOR FIRE RETARDANT TREATED AS SPECIFIED HEREIN. THICKNESS SHALL BE INSTALLATION AREA PRIOR TO HANGING. PROVIDE GLASS SAMPLES HAVING MINIMUM SIZE OF 144 SQ. IN. AND 6 IN. OTHER TESTING AGENCIES ACCEPTABLE TO AUTHORITIES HAVING ARCHITECTURAL DESI DESIGN PROJECT AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR 3/4"UNLESS OTHERWISE NOTED ON THE DRAWINGS. -FIT DOOR TO FRAMES AND MACHINE FOR HARDWARE TO LONG. METAL FRAMING SAMPLES TO BE 6"X6". ALL SAMPLES SHALL BEAR JURISDICTION. PROPERTY OF SOUSACONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THE WHATEVER EXTENT NOT PREVIOUSLY WORKED AT FACTORY AS THE NAME OF THE MANUFACTURER, RAND NAME,THICKNESS,AND ARCHITECTS AND SHALL NOT BE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF 9. ALL WOOD SHALL BE SOUND, FLAT, STRAIGHT, WELL SEASONED, REQUIRED FOR PROPER FIT AND UNIFORM CLEARANCE AT EACH QUALITY. 9. ACOUSTIC INSULATION TO BE PAPER-LESS, NON-COMBUSTIBLE, SEMI-RIGID REPRODUCED OR USED ON THIS OR DEMOLITION. THOROUGHLY DRY AND FREE FROM ALL DEFECTS. WARPED OR TWISTED EDGE. MINERAL FIBER MAT, 3"THICK, IN WALLS (UNLESS OTHERWISE INDICATED), ANY OTHER PROJECT WITHOUT WOOD SHALL NOT BE USED. FOR MISCELLANEOUS WOOD BLOCKING, -FIRE-RATED DOORS: INSTALL IN CORRESPONDING FIRE-RATED 7. GLASS THICKNESSES INDICATED ON DRAWINGS AND/OR SPECIFIED HEREIN 3 LB./CU. FT. MAXIMUM DENSITY; USG'S"THERMAFIBER", OR APPROVED WRITTEN CONSENT FROM THE 4. GENERAL CONTRACTOR TO PROVIDE TEMPORARY POWER AND LIGHTING GROUNDS, FURRING AS REQUIRED, USE UTILITY GRADE COASTAL FRAMES IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA NO. ARE MINIMUMS AND ARE FOR DETAILING ONLY. CONFIRM GLASS EQUAL. ARCHITECT. THROUGHOUT COURSE OF JOB WHERE REQUIRED. DOUGLAS FIR OR SOUTHERN PINE, FREE PROM KNOTS, SHAKES, ROT OR 80. PROVIDE CLEARANCES COMPLYING WIT THE LIMITATIONS OF THICKNESSES BY ANALYZING PROJECT LOADS AND IN-SERVICE OTHER DEFECTS, STRAIGHT, SQUARE EDGES AND STRAIGHT GRAIN,AIR THE AUTHORITY HAVING JURISDICTION. CONDITIONS. DETERMINE AND PROVIDE SIZE AND THICKNESS OF GLASS 10. ALL MISC. METAL TRIMS ON GYPSUM BOARD PARTITIONS SHALL BE TYPE THE CONTRACTOR SHALL CHECK AND 5. FIRE AND SMOKE DETECTION SYSTEM (EXISTING)TO REMAIN IN SEASONED WITH MAXIMUM MOISTURE CONTENT OF NINETEEN (19) -ADJUSTMENTS: CHECK AND READJUST OPERATING FINISH PRODUCTS THAT ARE CERTIFIED TO MEET OR EXCEED PERFORMANCE #200 SERIES AS MANUFACTURED BY U.S. GYPSUM OR EQUIVALENT UNLESS VERIFY ALL DIMENSIONS AND EXISTING OPERATION DURING DEMOLITION AND CONSTRUCTION INCLUDING ALL PERCENT. WOOD SHALL BE S4S, S-DRY, COMPLYING WITH PS-20. HARDWARE ITEMS JUST PRIOR TO FINAL INSPECTION. LEAVE WORK REQUIREMENTS OF LOCAL BUILDING CODE. UNIT THICKNESS, EDGE OTHERWISE NOTED. CONDITIONS ON SITE PRIOR TO STROBES. IN COMPLETE AND PROPER OPERATING CONDITION. REMOVE AND CLEARANCE AND TOLERANCE ARE TO COMPLY WITH RECOMMENDATIONS BEGINNING ANY WORK. REPORT ALL 10. ALL INTERIOR WOOD MATERIAL SPECIFIED HEREIN SHALL BE FIRE REPLACE DEFECTIVE WORK, INCLUDING DOORS OR FRAMES WHICH OF GLASS MANUFACTURER. 11. SCREWS USED FOR FASTENING WATER RESISTANT BACKER BOARDS TO 6. DO NOT REMOVE ANY BUILDING CLASS"E" FIRE PROTECTION SIGNALS OR RETARDANT TREATED TO COMPLY WITH ALL APPLICABLE CODES ARE WARPED, BOWED OR OTHERWISE UNACCEPTABLE. RECEIVE TILE FINISH SHALL HAVE CORROSION RESISTANT FINISH. DISCREPANCIES IN WRITING TO SOUSA EQUIPMENT, UNLESS OTHERWISE NOTED. PROTECT AS REQUIRED FOR INCLUDING THE AWPA STANDARDS(C20 FOR LUMBER, C27 FOR PLYWOOD) 8. COMPLY WITH PUBLISHED RECOMMENDATIONS OF GLASS PRODUCT DESIGN ARCHITECTS BEFORE DURATION OF THE JOB. FOR PRESSURE IMPREGNATION WITH FIRE RETARDANT CHEMICAL TO 17. BLOCKING AND MISCELLANEOUS WOOD MANUFACTURER'S AND THESE ORGANIZATIONS UNLESS MORE STRINGENT 12. CONTRACTOR SHALL PROVIDE 1/4"ALUMINUM EXTRUSION CONTROL PROCEEDING WITH THE WORK AND ACHIEVE A FLAME SPREAD RATING OF NOT MORE THAN 25(UL CLASS -ERECT ROUGH CARPENTRY TRUE TO LINE, LEVELS AND REQUIREMENTS ARE INDICATED; JOINTS AS REQUIRED TO PREVENT CRACKING. CONTROL JOINT LOCATIONS: SHALL ACCEPT FULL RESPONSIBILITY 7. SEE ENGINEERING DRAWINGS FOR THE REMOVAL OF EXISTING A/C UNITS, "FR-2")WHEN TESTED IN ACCORDANCE WITH UL TEST 723 OR ASTM E84. DIMENSIONS REQUIRED; SQUARED, ALIGNED, PLUMBED, AND •GANA PUBLICATIONS: GANA'S "GLAZING MANUAL"&"LAMINATED GYPSUM BOARD SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS AT FOR SAME. DRAWINGS SHALL NOT BE IN ADDITION CONSULT WITH BOTH THE BUILDING MANAGEMENT/LANDLORD THE FIRE RETARDANT CHEMICALS USED TO TREAT THE LUMBER MUST SECURELY FASTENED IN PLACE. GLASS DESIGN GUIDE', LOCATIONS AGREED TO WITH THE ARCHITECT AND AT THE FOLLOWING SCALED. ALL WORK SHALL BE CARRIED AND THE DESIGNER PRIOR TO ITS REMOVAL. COMPLY WITH FR-1 OF AWPA STANDARD P17 AND BE FREE OF HALOGENS, -SHIM WHERE REQUIRED TO TRUE UP FURRING, BLOCKING AND THE -SIGMA PUBLICATIONS: SIGMA TM-3000, "VERTICAL GLAZING LOCATIONS: OUT IN ACCORDANCE WITH THE SULFATES AND AMMONIUM PHOSPHATE. AFTER TREATMENT, KILN DRY TO A LIKE. USE WOOD OR METAL SHIMS ONLY. GUIDELINES" -CEILING ABUTS A STRUCTURAL ELEMENT, DISSIMILAR WALL OR DRAWINGS AND SPECIFICATIONS, AND 8. SEE ENGINEERING DRAWINGS AND NOTES FOR ADDITIONAL DEMOLITION MOISTURE CONTENT OF FIFTEEN (15) PERCENT; IF WOOD IS TO BE PAINTED -DO ALL CUTTING, FITTING, DRILLING AND TAPPING OF OTHER WORK OTHER VERTICAL PENETRATION. TO THE SATISFACTION OF THE OWNER REQUIREMENTS WHEN REFERRING TO HVAC, SPRINKLER, PLUMBING, OR FINISHED, KILN DRY TO A MOISTURE CONTENT OF TWELVE (12) AS REQUIRED TO SECURE WORK IN PLACE AND TO PERFORM THE 9. PROVIDE PRIMARY MATERIALS FOR EACH GLASS AND GLAZING TYPE FROM -CONSTRUCTION CHANGES WITHIN THE PLANE OF THE PARTITION ELECTRICAL, FIRE ALARM AND COMMUNICATION. PERCENT. TREATMENT SHALL BE EQUAL TO"DRICON" MADE BY HICKSON WORK INCLUDED HEREIN. DO ALL THE CUTTING AND FITTING OF ONE MANUFACTURER ONLY. SECONDARY OR ACCESSORY MATERIALS TO OR CEILING. AND THE ARCHITECT. CORP. PROVIDE UL APPROVE IDENTIFICATION ON TREATED MATERIALS. CARPENTRY WORK, FOR THE WORK OF OTHER TRADES AS BE ACCEPTABLE TO MFGR'S OF PRIMARY MATERIALS. -CEILING DIMENSIONS EXCEED THIRTY(30) FEET IN EITHER 9. ANY AND ALL ELECTRICAL/DATA AND TELEPHONE DEVICES, WIRING, REQUIRED. DIRECTION IN BACK OF HOUSE SPACES AND FIFTY(50) FEET IN EACH CONTRACTOR SHALL SUBMIT TO CABLES, CONDUITS, ETC.TO BE REMOVE SHALL BE REVIEWED BY BUILDING 11. SOFTWOOD LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE -FURNISH AND INSTALL ALL WOOD GROUNDS, FURRING, BLOCKING, 10. WHERE CALLED OUT IN THE DRAWINGS PROVIDE CLEAR TEMPERED GLASS PUBLIC SPACES. SOUSA DESIGN ARCHITECTS FOR MANAGEMENT,CLIENT CONSULTING ENGINEER AND ANY OTHER LATEST EDITION OF AMERICAN LUMBER STANDARDS SIMPLIFIED PRACTICE CURBS, BUCKS, NAILERS, ETC.THAT MAY BE NECESSARY AND TO MEET ASTM C1048, CONDITION A-UNCOATED, TYPE I-TRANSPARENT, -WINGS WHERE "L", "U",AND"T"SHAPED CEILING AREAS ARE APPROVAL: SHOP DRAWINGS, SAMPLES, CONSULTANT DEEMED NECESSARY PRIOR TO ANY WORK. RECOMMENDATION R-16. GRADES SHALL CONFORM TO THE GRADING REQUIRED IN CONNECTION WITH THE CARPENTRY AND WITH THE FLAT, CLASS 1-CLEAR, QUALITY Q3, KIND FT, MINIMUM 1/4"THICK, UNLESS JOINED. CUTS OF ALL THE ITEMS OF WORK RULES OF THE ASSOCIATION HAVING JURISDICTION. WORK DESCRIBED FOR ANY OTHER TRADES AND INCLUDING OTHERWISE NOTED. -EXPANSION OR CONTROL JOINTS OCCUR IN THE STRUCTURAL PRIOR TO THEIR INCLUSION IN THE 10. ANY REMOVAL OF SUCH ELECTRICAL EQUIPMENT SHALL BE DONE IN SUCH REQUIRED CARPENTRY FOR ELECTRICAL FIXTURES. ALL BLOCKING ELEMENTS OF THE BUILDING. CONSTRUCTION. A WAY AS TO ALLOW THE OPERATIONS OF ADJACENT FLOORS TO 12. FRAMING AND ROUGH LUMBER: NO. 1 KID GRADE ITEMS TO BE GRADE SOUTHERN PINE OR NAILERS SHALL BE CONTINUOUS WHEREVER REQUIRED,WHETHER 11. WHERE CALLED OUT IN THE DRAWINGS PROVIDE LAMINATED SAFETY •SHAFTWALL UNINTERRUPTED RUNS EXCEEDING 30'. INCLUDED SHALL AL APPROVED FOR CONTINUE WITHOUT INTERRUPTION OF ANY SERVICE DURING DEMOLITION DENSE CONSTRUCTION GRADE DOUGLAS FIR, HAVING EXTREME FIBER IN OR NOT SO INDICATED. GLASS COMPRISED OF TWO 1/4"GLASS PANES (OR EQUAL THICKNESS IF -PARTITION OR FURRING ABUTS A STRUCTURAL ELEMENT OR USE IN THE TOWN OF HYANNIS AND AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS BENDING STRESS OF AT LEAST 1700 PSI, SURFACED FOUR SIDES(S4). -BLOCKING SHALL BE AS REQUIRED FOR THE PROPER INSTALLATION GREATER), LAMINATED TOGETHER WITH A TRANSPARENT POLYVINYL DISSIMILAR WALL OR CEILING.NEEDED IN ORDER TO COMPLY WITH THIS REQUIREMENT. PROVIDE FIRE RETARDANT TREATMENT MEETING REQUIREMENTS IN OF THE FINISHED WORK AND FOR ITEMS IN MECHANICAL SECTIONS BUTYL INTERLAYER, CONFORMING TO ASTM C1172. -PARTITION OR FURRING RUNS EXCEED 30"WITHOUT SHALL HAVE AN ASTM AND UL NUMBER ACCORDANCE WITH GOVERNING CODES. GROUNDS, BLOCKING, NAILERS, AS REQUIRED. BLOCKING, EDGINGS, STOPS, NAILING STRIPS, ETC., INTERRUPTION. WHEN SUCH ITEMS REQUIRE THIS 11. DEMOLITION CONTRACTOR TO CONSULT WITH BUILDING MANAGEMENT FURRING: SOUTHERN PINE, DOUGLAS FIR OR SITKA SPRUCE, GRADE TO SHALL BE CONTINUOUS, UNLESS DISTINCTLY NOTED OTHERWISE. 12. PROVIDE AND INSTALL SEALANTS, GASKETS, GLAZING TAPE, SETTING -WHERE CONTROL JOINTS ARE REQUIRED, CEILING HEIGHT DOOR DESIGNATION. EACH CONTRACTOR WHEN REMAINING CONDUITS AND CABLES THAT MAYBE ACTIVE. IF SERVICE SUIT PARTICULAR PURPOSE AND TO BE STRAIGHT, SQUARE EDGED, PROVIDED BLOCKING AND NAILERS WHERE SHOWN OR REQUIRED BLOCKS, EDGE BLOCKS, SHIMS, BACKER WITH PERFORMANCE FRAMES MAY BE USED AS CONTROL JOINTS. LESS THAN CELING SHALL CO-ORDINATE HIS WORK WITH IS DISRUPTED CONTRACTOR TO INCLUDE ALL REPAIRS AS REQUIRED TO STRAIGHT GRAINED SURFACED FOUR SIDES (S4),AND WHICH WILL RETAIN TO FASTEN INTERIOR SHEET METAL WORK. CHARACTERISTICS SUITABLE FOR APPLICATIONS INDICATED AND OF TYFE HEIGHT FRAMES SHALL HAVE CONTROL JOINTS EXTENDING TO THE ALL OTHER CONTRACTORS. ANY CABLES AND CONDUITS. NAILS AND SCREWS WITHOUT SPLITTING. PROVIDE FIRE RETARDANT -FASTENING FOR WOOD GROUNDS, FURRING AND BLOCKING SHALL RECOMMENDED BY GLASS, SEALANT,AND GLAZING SYSTEM CEILING FROM BOTH CORNERS. TREATMENT. BE OF METAL AND OF TYPE AND SPACING AS BEST SUITED TO MANUFACTURERS. ENSURE COMPATIBILITY OF GLAZING SEALANTS WITH THE QUALITY OF WORKMANSHIP AND 12, PRIOR TO DEMOLITION, G.C. TO REVIEW WITH VOICE/DATA CONSULTANT CONDITIONS, HARDENED STEEL NAILS, EXPANSION SCREWS, INSULATED GLASS SEALANTS, WITH LAMINATED GLASS INTERLAYERS, AND 13. LEVEL OF FINISH SHALL CONFORM TO LEVEL 4 OF ASTM C840 AND GA-214 MATERIALS USED SHALL COMPLY WITH FOR THE REMOVAL OF ANY AND ALL VOICE/DATA CONDUIT, CABLES AND 13. FOR EXTERIOR BLOCKING PRESSURE TREAT WOOD WITH WATER-BORNE, TOGGLE BOLTS, SELF-CLINCHING NAILS, METAL PLUGS, INSERTS OR WITH ANY OTHER SURFACES IN CONTACT. COMPLY WITH COMBINED OF THE GYPSUM ASSOCIATION. ALL TOWN OF HYANNIS AND MA STATE EQUIPMENT. "CCA-OXIDE: PRESERVATIVE COMPLYING WITH AWPB STANDARD C-2 FOR SIMILAR FASTENINGS SHALL BE USED, OF SUITABLE TYPE AND SIZE WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS, SEALANTS, . DRAWINGS SUBJECT BUILDING CODES LUMBER AND C-9 FOR PLYWOOD, (0.25) LBS./CUBIC FOOT OF CHEMICAL IN TO DRAW THE MEMBERS INTO PLACE AND SECURELY HOLD SAME. GASKETS, AND OTHER GLAZING MATERIALS, UNLESS MORE STRINGENT 14. ACOUSTICAL SEALANT: USG "ACOUSTICAL SEALANT"OR"TREMCO BU BU 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL WOOD). AFTER TREATMENT, KILN DRY TO A MAXIMUM MOISTURE CONTENT -FURNISH AND INSTALL ALL WOOD NAILING STRIPS AND WOOD REQUIREMENTS AR INDICATED, INCLUDING REFERENCED GLAZING ACOUSTICAL CAULKING"OF TREMCO MFG. CO., OR APPROVED EQUAL. TO APPROVAL BY ALL GOVERNMENTAL OF ALL DEBRIS AND DISCARDED MATERIALS AND/OR EQUIPMENT AS OF FIFTEEN (15) PERCENT. TREATMENT SHALL BE EQUAL TO"WOLMANIZED" BLOCKING REQUIRED IN CONNECTION WITH RESPECTIVE TYPES OF PUBLICATIONS. AGENCIES HAVING JURISDICTION ALL INDICATED WITHIN THE SPACE. MADE BY HICKSON CORP., OR K33 MADE BY OSMOSE, OR APPROVED ROOFING, FANS, FLASHINGS,AND SHEET METAL WORK, USING 15. INSTALL AND MECHANICALLY SECURE IN ACCORDANCE WITH NEW CONSTRUCTION TO COMPLY WITH EQUAL. PRESERVATIVE TREATED WOOD AS HEREIN BEFORE SPECIFIED. 13, GLZING ELEMENTS EXPOSED TO VIEW, INCLUDING BUT NOT LIMITED TO, MANUFACTURER'S INSTRUCTIONS;AND FINISH WITH THREE (3)COATS OF APPLICABLE HANDICAPPED 14. GENERAL CONTRACTOR TO COORDINATE WITH THE BUILDING WOOD BLOCKING SHALL BE OF SIZES AND SHAPES AS REQUIRED GASKETS AND WET GLAZING SEALANTS SHALL BE APPLIED IN STRAIGHT, JOINTS COMPOUND, FEATHERED AND FINISH SANDED SMOOTH WITH ACCESSIBILITY LAWS. MANAGEMENT AND CLIENT AS TO THE PROTECTION AND/OR STORAGE OF 14. ALL CONNECTORS AND FASTENERS ARE TO CONFORM TO THE FOLLOWING: FOR THE RECEPTION OF EXTERIOR FLASHINGS AND SIMILAR ITEMS. NEAT, CONTINUOUS LINES FROM EDGE TO EDGE OR CORNER TO CORNER ADJACENT WALLBOARD SURFACE, IN ACCORDANCE WITH ANY ITEMS TO BE SAVED FROM DEMOLITION. -NAILS TO BE COMMON STEEL WIRE, UNTREATED FOR INTERIOR -ALL NAILING STRIPS OR BLOCKING REQUIRED TO BE EMBEDDED IN CONDITIONS. INSTALLATIONS WHICH ARE VISUALLY INCONSISTENT AND/OR MANUFACTURER'S INSTRUCTIONS. INSTALL CORNER BEADS IN SINGLE WORK AS PER FS FF-N-105. CONCRETE WORK SHALL BE FURNISHED IN TIME DUE FOR PLACING, POORLY EXECUTED SHALL BE REMOVED AND REPLACED AS DIRECTED BY LENGTHS AT ALL EXTERNAL CORNERS, UNLESS CORNER LENGTHS EXCEED 15. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS -BOLTS TO BE STANDARD MILD STEEL, SQUARE HEAD MACHINE PRIOR TO START OF CONCRETE OPERATIONS. LOCATIONS AND THE ARCHITECT AT CONTRACTORS EXPENSE. STANDARD STOCK LENGTHS. INSTALL EDGE BEADS IN SINGLE LENGTHS AT TO REMAIN (I.E. PLUMBING FIXTURES,WINDOWS, CONVECTOR COVERS. BOLTS WITH SQUARE NUTS AND MALLEABLE IRON OR STEEL PLATE SPACING OF NAILING STRIPS OR BLOCKING SHALL BE PERFORMED ALL TERMINATING EDGES OF WALLBOARD EXPOSED TO VIEW, WHERE ETC.)THROUGHOUT THE COURSE OF THE JOB. WASHERS OR CARRIAGE BOLTS WITH SQUARE NUTS AND CUT IN COORDINATION WITH THE CONCRETE TRADES, AS REQUIRED 14. FABRICATE GLASS AND OTHER GLAZING PRODUCTS IN SIZES REQUIRED'FO EDGES ABUT DISSIMILAR MATERIALS,WHERE EDGES WOULD BE EXPOSED WASHERS CONFORMING TO THE FOLLOWING: FOR RESPECTIVE INSTALLATIONS. GLAZE OPENINGS INCDICATED FOR PROJECT, WITH EDGE AND FACE TO VIEW, AND ELSEWHERE WHERE SHOWN ON DRAWINGS. WHERE 16. GENERAL CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO -BOLTS: STANDARDS MILD STEEL SQUARE HEAD MACHINE CLEARANCES, EDGE AND SURFACE CONDITIONS, AND BITE COMPLYING INDICATED ON DRAWINGS, SEAL JOINT BETWEEN METAL EDGE BEAD AND ALL SURROUNDING AREAS THROUGHOUT COURSE OF THE DEMOLITION -BOLTS FS-FF-B-575 AND 584. 18. PLYWOOD MOUNTING BOARDS WITH WRITTEN INSTRUCTIONS OF PRODUCT MANFACTURER AND ADJOINING SURFACE WITH SPECIFIED GASKET, 1/8"WIDE MINIMUM AND SET AND CONSTRUCTION. -SQUARE NUTS: FF-N-8360. -FURNISH AND INSTALL 3/4"THICK PLYWOOD PANELS TO THE WALLS REFERENCED GLAZING STANDARDS, TO COMPLY WITH SYSTEM BACK 1/8" FROM FACE OF WALLBOARD, UNLESS OTHER SIZE AND PROFILE -EXPANSION SHIELDS: FS-FF-B-561. OF THE GALLERIES, TELEPHONE AND ELECTRIC EQUIPMENT ROOMS PERFORMANCE REQUIREMENTS. INDICATED ON DRAWINGS. CASING BEADS SHALL BE SET IN LONG LENGTHS, 17. GENERAL CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY -TOGGLE BOLTS: FS-FF-B-588. IN ACCORDANCE WITH THE DRAWINGS AND, WHERE APPLICABLE, NEATLY BUTTED AT JOINTS. PROVIDE CASING BEADS AT JUNCTURE OF DAMAGE IN THE SURROUNDING AREAS CAUSED BY DEMOLITION AND -LAG SCREWS: FS-FF-S-111Q. WITH REQUIREMENTS OF THE LOCAL UTILITY COMPANY. 15. GRIND SMOOTH AND POLISH ALL EXPOSED GLASS EDGES. CLEAN-CUT Oft BOARD AND VERTICAL SURFACES AND AT EXPOSED PERIMETERS. CONSTRUCTION IN "AREA OF WORK". -CON ANSION-SHIELD SELF-DRILLING TYPE -SECURE TO WALL USING PROPER DEVICES FOR SUBSTRATES FLAT-GRIND VERTTCAL EDGES OF BUTT-GLAZED MONOLITHIC LITES IN A ENCOUNTERED, SPACED TWELVE (12) INCHES O.C., MAXIMUM MANNER THAT PRODUCES SQUARE EDGES WITH SLIGHT KERFS AT 18. ALL EXISTING WALLS, COLUMNS, & PERIMETER PIERS TO REMAIN IN"AREA 15. INSTALLATION OF FINISH HARDWARE AROUND THE EDGES, 1-1/2" FROM CORNERS,AND IN THREE (3) JUNCTIONS WITH INDOOR AND OUTDOOR FACES. OF WORK"ARE TO BE PATCHED AND REPAIRED TO RECEIVE -HARDWARE SHALL BE CAREFULLY FITTED AND SECURELY ROWS OF THREE (3) EACH IN THE FIELD. RECESS FASTENING CONSTRUCTION TO REMAIN. ATTACHED, IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DEVICES FLUSH WITH THE PLYWOOD SURFACE.ADJACENT PANELS 16. GLAZING CHANNELS AND OTHER METAL FARMING OR CAPTURED SYSTEMS INSTRUCTIONS OF THE VARIOUS MANUFACTURERS. SHALL BE BUTTED WITH 1/16"SPACE BETWEEN WITHOUT LAPPING. SHOWN ON THE DRAWINGS ARE MINIMUMS FOR DETAILING ONLY. FINISHES-GENERAL 19. GENERAL CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON -UNLESS OTHERWISE NOTED, MOUNT HARDWARE UNITS AT HEIGHTS -PLYWOOD SHALL BE INSTALLED FAULT WITH TOLERANCE OF 1/16" CONTRACTOR TO CONFIRM DIMENSIONS, SIZES,AND CONNECTIONS EXISTING CONSTRUCTION TO REMAIN. IN COMPLIANCE WITH ADA REQUIREMENTS. INSTALL EACH IN 10'. NECESSARY TO PROVIDE STRUCTURAL FRAME RIGIDITY, BITE ON GLASS, 1. CONTRACTOR SHALL SUBMIT THREE TWELVE (12) INCH SQUARE SAMPLES, HARDWARE ITEM IN COMPLIANCE WITH THE MANUFACTURER'S -CONTRACTOR SHALL OFFSET PLYWOOD JOINTS FROM GYPSUM MINIMUM EDGE AND FACE CLEARANCES, AND ADEQUATE SEALANT SHOWING FULL RANGE OF VISUAL AND TEXTURAL VARIATION WHERE 20. GENERAL CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT INSTRUCTIONS AND RECOMMENDATIONS. WHEREVER CUTTING DRYWALL JOINTS TO ALLEVIATE CRACKING. THICKNESSES, PER LOCAL CODE AND MANUFACTURER'S APPLICABLE, OF EACH FINISH SHOWN IN THE FINISH SCHEDULE OR AS THE USE OF ELEVATORS AND SERVICES, AND TO CONFORM TO ALL AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO OR INTO -SECURELY FASTEN ROUGH CARPENTRY TOGETHER.. NAIL, SPIKE, RECOMMENDATIONS. REQUIRED TO COMPLETE THE PROJECT. BUILDING REGULATIONS WITH REGARD TO DEMOLITION. SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN LAG SCREW OR BOLT AS REQUIRED BY CONDITIONS ENCOUNTERED ANOTHER WAY. IN THE FIELD AND THE CONTRACT DOCUMENTS. 17. PRTOECT GLASS EGES FROM DAMAGE DURING HANDLING AND 2. ALL WALLS AND COLUMNS (NEW AND EXISTING) SHALL BE PROPERLY 21. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS •INSTALL EACH ITEM COMPLETELY AND THEN REMOVE AND STORE -PROVIDE ROUGH OR FRAMING HARDWARE, SUCH AS NAILS, INSTALLATION. PROTECT EXTERIOR GLASS FROM DAMAGE IMMEDIATELY CLEANED AND PREPARED (SPACKLED, SANDED, ETC.) FOR PRIMING, AND LOBBIES AFTER DEMOLITION AND BEFORE COMMENCEMENT OF THE IN A SECURE PLACE DURING THE FINISH APPLICATION, AFTER SCREWS, BOLTS,ANCHORS, HANGERS, CLIPS, INSERTS, AFTER INSTALLATION BY ATTACHING CROSSED STREAMERS TO FRAMING SEALING, PAINTING AND/OR WALL COVERING AS PER FINISH PLAN AND NORMAL WORK DAY. COMPLETION OF INSTALL SURFACE-MOUNTED ITEM. DO NOT MISCELLANEOUS FASTENINGS, AND SIMILAR ITEMS OF THE BEST HELD AWAY FROM GLASS. DO NOT APPLY MARKERS TO GLASS SURFACE. MANUFACTURER'S SPECIFICATIONS. ISSUED FOR: INSTALL SURFACE-MOUNTED ITEMS UNTIL FINISHES HAVE BEEN QUALITY AND OF THE PROPER SIZE AND KIND TO ADEQUATELY REMOVE NONPERMANENT LABELS,AND CLEAN SURFACES. 22. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND COMPLETED ON THE SUBSTRATE. SECURE THE WORK TOGETHER AND IN PLACE, IN A RIGID AND 3. ALL FLOORS SHALL BE PROPERLY CLEANED AND PREPARED FOR FINISHING FILLED PER STANDARD AS STATED IN THE BUILDING RULES AND -SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. SUBSTANTIAL MANNER. 18. CONTRACTOR TO REMOVE AND REPLACE GLASS THAT IS BROKEN, IN FULL COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS. PERMIT REGULATIONS,AND PER ALL LOCAL CODES. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS -SECURE ROUGH CARPENTRY TO MASONRY WITH COUNTERSUNK CHIPPED, CRACKED,ABRADED, OR DAMAGED IN ANY WAY, WHATEVER TI-IE NECESSARY FOR PROPER INSTALLATION AND OPERATION. BOLTS IN EXPANSION SLEEVES OR OTHER ACCEPTABLE MANNER, CAUSE UNTIL THE BUILDING IS TURNED OVER TO THE OWNER. 4. ALL EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED AND 23. DEMOLITION CONTRACTOR TO REMOVE ANY AND ALL DOORS, FRAMES AND -DRILL AND COUNTERSINK UNITS WHICH ARE NOT FACTORY WITH FASTENINGS NOT MORE THAN SIXTEEN (16) INCHES PART. REPAIRED AS REQUIRED AND PREPARED TO RECEIVE NEW FINISHES PER HARDWARE IN THE EFFECTED AREAS AND CONSULT WITH BUILDING PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS SECURE WOODWORK TO HOLLOW MASONRY WITH TOGGLE BOLTS FINISH PLAN. SOUSA design MANAGER FOR ANY DOORS/FRAMES OR HARDWARE THAT THE LANDLORD AND ANCHORS IN ACCORDANCE WITH INDUSTRY STANDARDS. SPACED NOT MORE THAN SIXTEEN (16) INCHES APART. MIGHT WANT TO REUSE. -CUT AND FIT THRESHOLD AND FLOOR COVERS TO PROFILE OF -COUNTERSINK BOLTS IN NAILERS AND OTHER ROUGH WOODWORK 5. ALL SURFACES OF THE PROJECT ARE TO RECEIVE FINISHES AS SHOWN IN A r c h i t e c t s DOOR FRAMES, WITH MITERED CORNERS AND HAIR-LINE JOINTS. AND INCLUDE WASHERS AND NUTS. CUT BOLTS OFF FLUSH WITH GYPSUM DRYWALL: THE DRAWINGS AND SCHEDULES. FOR ANY SURFACE FINISH NOT 24. REMOVE AND CAP ALL ELECTRICAL AND DATA NOT BEING REUSED IN JOIN UNITS WITH CONCEALED WELDS OR CONCEALED MECHANICAL SURFACES AND PEEN AS MAY BE REQUIRED TO RECEIVE FINISHED SPECIFICALLY NOTED OR SPECIFIED IN THE DRAWINGS THE CONTRACTOR AREAS OF WORK. COORDINATE WITH ELECTRICAL DRAWINGS. JOINTS. CUT SMOOTH OPENINGS FOR SPINDLES, BOLTS AND WORK. SHALL BE RESPONSIBLE FOR PROVIDING A FINISH OF A QUALITY AS MAY BE 81 Boylston Street,end Floor SIMILAR ITEMS, IF ANY. 1. CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND INFERRED FROM THE DRAWINGS AND SPECIFICATIONS FOR OTHER AREAS Boston,MA 02445 25. ASBESTOS:THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM -ALL KEYS USED SHALL BE CONSTRUCTION KEYS WHICH ARE TO BE 19. ALL DOORS, EXISTING AND NEW, TO BE UNDERCUT TO 3/8"A.F.F. UNLESS 617.879.9100 THIS PROJECT AND WILL BE CONTRACTED SEPARATELY, IF REQUIRED. TAGGED WITH FIBER DISCS AS APPROVED, CLEARLY LABELED WITH OTHERWISE NOTED. SERVICES NECESSARY TO COMPLETE GYPSUM DRYWALL SCOPE OF SIMILAR TYPE AND USE. www.sousadesign.com IDENTIFYING INSCRIPTIONS AND THEN NEATLY ARRANGED IN A INDICATED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. 26. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING DEMOLITION TEMPORARY CABINET. ALL CONSTRUCTION KEYS SHALL BE 20. ALL DOORS (NEW AND EXISTING) SHALL HAVE DOOR STOPS AND BUMPERS 2. ALL THE QUALITY STANDARDS OF THE GYPSUM DRYWALL CONSTRUCTION 6. GENERAL CONTRACTOR SHALL FLASH PATCH AND PREPARE ALL FLOORS OR ANY STAGE OF THE WORK SHALL BE REPAIRED BY THE GENERAL RETURNED TO THE OWNER. OR SILENCERS, DOOR STOPS TO BE FLOOR MOUNTED TYPE, UNLESS HANDBOOK, LATEST EDITION; U.S. GYPSUM CO.,ASTM C1396 AS REQUIRED TO RECEIVE SPECIFIED FLOORING MATERIAL. CONTRACTOR AT THEIR OWN EXPENSE TO"LIKE NEW"CONDITION. IT SHALL -ADJUST AND CHECK EACH OPERATING ITEMS OF HARDWARE AND OTHERWISE NOTED. "SPECIFICATION FOR GYPSUM BOARD";AND ASTM C840"STANDARD 7. FLOORS MUST BE FREE OF DUST, OIL AND ALL FOREIGN MATTER. BUILDING BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY EACH DOOR, TO ENSURE PROPER OPERATION AND FUNCTION OF SPECIFICATION FOR APPLICATION AND FINISHING OF GYPSUM BOARD" MUST BE PREHEATED TO A MINIMUM OF 65", 24 HOURS PRIOR TO PREEXISTING DAMAGE AND NOTIFY THE DESIGNER OF ANY SUCH DAMAGE EVERY UNIT. LUBRICATE MOVING PARTS WITH TYPE LUBRICATION 21. ALL LOCKSETS SHALL BE MASTER KEYED AS REQUIRED BY OWNER OR SHALL APPLY TO ALL WORKMANSHIP FOR THIS SECTION AND BY INSTALLATION OF FLOOR COVERING. CRACKS 1/16" OR MORE, HOLES,AND PRIOR TO PRICING OR BIDDING. RECOMMENDED BY MANUFACTURER (GRAPHITE TYPE IF NO OTHER BUILDING MANAGEMENT. REFERENCE ARE MADE A PART OF THIS SPECIFICATION. OTHER UNEVENNESS MUST BE FILLED WITH A LATEX BASE FLOOR FILLER; sy"` ,9c, RECOMMENDED). REPLACE UNITS WHICH CANNOT BE ADJUSTED AND LUBRICATED TO OPERATE FREELY AND SMOOTHLY AS 22. CONTRACTOR SHALL FURNISH, COORDINATE,AND INSTALL ALL BLOCKING HIGH SPOTS MUST BE LEVELED. FLOOR MUST BE SWEPT CLEAN, WET , =' N A. F� CARPENTRY: 3 CONTRACTOR SHALL PROVIDE AND MAINTAIN MINIMUM TEMPERATURE MOPPED WITH WARM WATER AND SWEPT AGAIN IF SWEEPING LEAVES A Q O INTENDED FOR THE APPLICATION MADE. IN CEILINGS, SOFFITS OR PARTITIONS AS REQUIRED FOR THE SUPPORT OR � G -FINAL ADJUSTMENT: WHEREVER HARDWARE INSTALLATION IS PARTITIONS AS REQUIRED FOR THE SUPPORT OR INSTALLATION OF ANY FIFTY FIVE (55) DEGREES F AND ADEQUATE VENTILATION TO ELIMINATE RESIDUE, FLOORS SHALL BE VACUUMED. 'j v' Cn EXCESSIVE MOISTURE WITHIN THE BUILDING IN THE AREA OF THE DRYWALL No. 9537 �_ MADE MORE THAN ONE MONTH PRIOR TO ACCEPTANCE OR AND ALL ELEMENTS ATTACHED THERE TO, INCLUDING BUT NOT LIMITED TO; WORK FOR AT LEAST TWENTY FOUR 24 HOURS, PRIOR TO, DURING AND CAMBRIDGE w OCCUPANCY OF A SPACE OR AREA, RETURN TO THE WORK DURING MILLWORK, EQUIPMENT, FIXTURES, HARDWARE, RAILINGS, METALWORK, ( ) 8. WHERE STONE, MARBLE, LIMESTONE AND HARD SURFACES FLOORING IS 1. CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND AFTER INSTALLATION OF DRYWALL WORK. INSTALLATION SHALL NOT START SPECIFIED, G.C. SHALL BE RESPONSIBLE FOR PROVIDING/APPLYING Klass. , SERVICES NECESSARY TO COMPLETE THE CARPENTRY WORK AS SHOWN THE WEEK PRIOR TO ACCEPTANCE OR OCCUPANCY,AND MAKE A WINDOW BLINDS, DRAPERIES, CURTAINS, DECORATIVE ELEMENTS, UNTIL EXTERIOR WINDOWS ARE GLAZED AND DOORS ARE INSTALLED, FINAL CHECK AND ADJUSTMENT OF ALL HARDWARE ITEMS IN SUCH ARTWORK,AND ANY HANGING OBJECTS AS REQUIRED WHETHER OR NOT SEALANT IT SPECIFIED. NO SUBSTITUTION WILL U ACCEPTABLE WITHOUT ON THE DRAWINGS AND/OR SPECIFIED HEREIN, INCLUDING BUT NOT SPACE OR AREA. CLEAN AND RE LUBRICATE OPERATING ITEMS AS SUCH ELEMENTS ARE SHOWN IN THE CURRENT DRAWINGS. ALL BLOCKING UNLESS OPENINGS ARE TEMPORARILY CLOSED. SPACE ABOVE SUSPENDED PRIOR WRITTEN CONSENT BY FLOOR MATERIAL SUPPLIER AND ARCHITECT. ,� LIMITED TO THE FOLLOWING: CEILINGS SHALL BE VENTED SUFFICIENTLY TO PREVENT TEMPERATURE _ "" -BLOCKING AND MISCELLANEOUS WOOD NECESSARY TO RESTORE PROPER FUNCTION AND FINISH OF TO BE FIRE-RETARDANT AND SIZED ADEQUATELY TO SUPPORT THE WEIGHT AND PRESSURE BUILD UP. 9. FLOOR FINISHES IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE -PLYWOOD SUBFLOORING AND WALL LINING, AND FOR TELEPHONE HARDWARE AND DOORS.ADJUST DOOR CONTROL DEVICES TO OF THE ELEMENT FOR WHICH IT IS INSTALLED. ALL PLYWOOD SHALL BE ONTO WHICH THE CLOSET OPENS UNLESS OTHERWISE NOTED. AND ELECTRIC CLOSETS COMPENSATE FOR FINAL OPERATION OF HEATING AND ASSEMBLED WITH PHENOL FORMALDEHYDE ADHESIVES. UREA C 4. CONTRACTOR SHALL PROVIDE MATERIALS SPECIFIED BELOW, UNLESS -ROUGH HARDWARE VENTILATING EQUIPMENT. FORMALDEHYDE SHALL NOT BE USED IN ANY COMPONENTS NOTED OTHERWISE OR SPECIFIED HEREIN, AS PRODUCED BY U.S.S 10. JOINTS IN WOOD, STONE OR TILE BASE ARE TO BE LOCATED -INSTALLATION OF FINISH HARDWARE CONSTRUCTION INCLUDING BUT NOT LIMITED TO PLYWOOD, COMPOSITE GYPSUM CO. EQUIVALENT MATERIALS OF NATIONAL GYPSUM CO., GEORGIA SYMMETRICALLY FOR EACH LENGTH OF WALL SEGMENT. JOINTS IN WOOD -INSTALLATION OF DOORS AND HOLLOW METAL FRAMES 16. INSTALLATION OF DOORS AND FRAMES WOOD, OR AGRIFIBER PRODUCTS. NOR SHALL IT BE USED IN ANY PACIFIC AND DOMTAR MEETING SPECIFICATION REQUIREMENTS ARE SHALL BE AVOIDED BY USING THE LONGEST LENGTHS FEASIBLE, BUT IN NO -INSTALL DOORS FRAMES AND ACCESSORIES IN ACCORDANCE WITH LAMINATING ADHESIVES. ACCEPTABLE. CASE LESS THAN 12'-0". JOINTS IN WOOD ARE TO BE SQUARE CUT AND 1605 2. LUMBER STANDARD: COMPLY WITH PS 20. SHOP FABRICATE CARPENTRY THE FINAL SHOP DRAWINGS, MANUFACTURER'S DATA,AND AS Job # HEREIN SPECIFIED. INSTALL DOORS IN ACCORDANCE WITH BUTTED TOGETHER FULLY FLUSH ON EXPOSED FACES. WORK TO THE EXTENT FEASIBLE AND WHERE SHOP FABRICATION WILL GLASS , GLAZING AND 5. SEE"COLD FORMED METAL FRAMING"SECTION OF THESE SPECIFICATIONS RESULT IN BETTER WORKMANSHIP THAN FEASIBLE FOR ON SITE MANUFACTURER'S INSTRUCTION. FOR METAL STUDS, FRAMING AND FURRING.•PROVIDE ANCHORAGE DEVICES WHERE REQUIRED FOR SECURING 11. UPON COMPLETION OF EACH PORTION OF FINISH WORK, THE CONTRACTOR P.W. S.A.S. FABRICATION. IS TO DELIVER TO THE OWNER AN EXTRA ATTIC STOCK OF EACH FINISH Drawn by: Ckd by: _ __ FRAMES IN-PLACE. 6. SUSPENDED CEILING AND FASCIA SUPPORTS TO BE PER MA CODE. MATERIAL EQUIVALENT TO 2% OF AMOUNT INSTALLED. LIQUIDS AND -PLACING FRAMES: PRIOR TO INSTALLATION,ALL FRAMES MUST BE FRAMING : 3. CONTRACTOR TO IDENTIFY LUMBER AND PLYWOOD BY OFFICIAL GRADE CHECKED AND CORRECTED FOR SIZE, SWING, SQUARENESS, •MAIN RUNNERS: POWDERS TO BE IN TIGHTLY SEALED CLEARLY LABELED CONTAINERS. MARK. GRADE STAMP TO CONTAIN SYMBOL OF GRADING AGENCY ALIGNMENT TWIST AND PLUMBNESS PERMISSIBLE INSTALLATION -FURRING MEMBERS: TILES TO BE FULL SIZE UNITS. Date: 05.09.2016 , . CERTIFIED BY BOARD OF REVIEW,AMERICAN LUMBER STANDARDS -HANGERS: TOLERANCES SHALL NOT EXCEED THE FOLLOWING: 1. CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND COMMITTEE, MILL NUMBER OR NAME, GRADE OF LUMBER, SPECIES -HANGER ANCHORAGE: GROUPING OR COMBINATION DESIGNATION, RULES UNDER SEASONING AT -SQUARENESS+/- 1/16": MEASURE ON A LINE,90 DEGREES SERVICES NECESSARY TO COMPLETE THE GLASS, GLAZING,AND TIME OF MANUFACTURE. FROM ONE JAMB, AT THE UPPER CORNER OF THE FRAME AT ASSOCIATED FRAMING AS SHOWN ON THE DRAWINGS AND/OR SPECIFIED 7. GYPSUM WALLBOARD TO BE SUPPLIED AS FOLLOWS: S-DRY: MAXIMUM NINETEEN (19) PERCENT MOISTURE CONTENT AS PER THE OTHER JAMB. HEREIN.•ALIGNMENT+/- 1/16": MEASURE ON JAMBS ON A HORIZONTAL -GYPSUM WALL BOARD: 5/8"THICK AS INDICATED ON DRAWINGS, Revisions ASTM 02016. 'SHEETROCK",48"WIDE, IN MAXIMUM LENGTHS AVAILABLE TO - - - LINE PARALLEL TO THE PLANE OF THE WALL. 2. WORK OF THIS SECTION SHALL BE FABRICATED AND INSTALLED BY AN MINIMIZE END TO END BUTT JOINTS. 4, ALL PLYWOOD SHALL BE ASSEMBLED USING PHENOL FORMALDEHYDE -TWIST+/- 1/16": MEASURE AT FACE CORNERS OF JAMBS ON EXPERIENCED FABRICATOR OR MANUFACTURER,WHO HAS BEEN ENGAGED -FIRE RATED GYPSUM WALL BOARD: 5/8"THICK AS INDICATED ON ADHESIVE IN LIEU OF UREA FORMALDEHYDE. PARALLEL LINES PERPENDICULAR TO THE PLANE OF THE IN WORK OF EQUIVALENT SCOPE AND FABRICATION STANDARDS FOR AT DRAWINGS, "SHEETROCK FIRECODE C", 48"WIDE, IN MAXIMUM WALL. LEAST FIVE (5)YEARS. MATERIALS, METHODS OF FABRICATION, FITTING, LENGTHS AVAILABLE TO MINIMIZE END TO END BUTT JOINTS. 5. SUBMITTALS: PRESSURE TREATMENT: INCLUDE CERTIFICATION BY •PLUMBNESS +/- 1/16": MEASURED ON THE JAMB AT THE ASSEMBLY BRACING, SUPPORTING, FASTENING, OPERATING DEVICES AND -WATER RESISTANT BACKING BOARD FOR TILE FINISH: 3/8"THICK FLOOR, ERECTION SHALL BE IN ACCORDANCE WITH DRAWINGS& SPECIFICATIONS, TREATING PLANT STATING CHEMICALS AND PROCESS USED. NET AMOUNT -AT STEEL STUD PARTITIONS, ATTACH WALL ANCHORS TO APPROVED SHOP DRAWINGS,AND BE OF HIGHEST QUALITY PRACTICES OF DENS-SHIELD TILE BACK BOARD" BY GEORGIA PACIFIC. COVER OF SALTS RETAINED AND CONFORMANCE WITH APPLICABLE STANDARDS. STUDS WITH TAPPING SCREWS SPOT GROUT ANCHORS THE INDUSTRY USING NEW AND CLEAN MATERIALS AS SPECIFIED HAVING JOINTS WITH A PRESSURE SENSITIVE WOVEN GLASS FIBER TAPE . , , FIRE-RETARDANT TREATMENT: INCLUDE CERTIFICATION BY TREATING EQUAL TO IMPERIAL TYPE P TAPE. PLANT THAT TREATMENT MATERIAL COMPLIES WITH GOVERNING WITH USG DURABOND JOINT COMPOUND JUST BEFORE STRUCTURAL PROPERTIES SUFFICIENT TO SAFELY SUSTAIN OR -WATER RESISTANT GYPSUM WALL BOARD (FOR AREAS IN TOILET BOARD IS INSERTED INTO FRAME. WITHSTAND STRESSES AND STAINS TO WHICH MATERIALS AND ORDINANCES AND THAT TREATMENT WILL NOT BLEED THROUGH FINISHED ROOMS, LOCKERS, JANITOR'S CLOSETS NOT SCHEDULED TO-PLACE FRAMES AT FIRE-RATED OPENINGS IN ACCORDANCE WITH ASSEMBLED WORK WILL BE SUBJECTED. ALL WORK SHALL BE ACCURATELY SURFACES. NFPA STANDARD NO. 80. AND NEATLY FABRICATED, ASSEMBLED AND ERECTED. CONTRACTOR RECEIVE CERAMIC TILE, O WHERE FIRE RATING IS REQUIRED): 5/8" -MAKE FILED SPLICES IN HOLLOW METAL FRAMES AS DETAILED ON PRIOR TO AWARD SHALL SUBMIT A LIST OF REFERENCES AND LIST OF THICK N MAXIMUM W/R"OR AVAILA LETOCK MINIMIZE C W/T 48" 6. COORDINATION: FIT CARPENTRY WORK. C OTHER WORK; SCRIBE AND FINAL SHOP DRAWINGS, WELDED AND FINISHED TO MATCH PROJECTS THAT ARE SIMILAR IN TYPE AND SCOPE TO THE WORK OF THIS WIDE, IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END TO END __ COPE AS REQUIRED FOR ACCURATE FIT. CORRELATE LOCATION OF FACTORY WORK SECTION BUTT JOINTS. . . FURRING NAILERS, BLOCKING, GROUNDS AND SIMILAR SUPPORTS TO - -- ALLOW PROPER ATTACHMENT OF OTHER WORK. GENERAL NOTES AmOm2 I I I These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-132 ORNAMENTAL METALS PAINTING HYANNIS, MA 02601 GENERAL: 1. CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND 20. BITUMINOUS PAINT: 37. EXPOSED WORK: IN ADDITION TO REQUIREMENTS SPECIFIED HEREIN OR 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT& 20. CONTRACTOR SHALL APPLY THE FIRST COAT TO SURFACES THAT HAVE SERVICES NECESSARY TO COMPLETE THE ORNAMENTAL METALS, SSPC-PAINT 12 (COLD-APPLIED ASPHALT MASTIC). SHOWN ON DRAWINGS, ALL SURFACES EXPOSED TO VIEW SHALL BE SERVICES NECESSARY TO COMPLETE THE PAINTING AND FINISHING AS BEEN CLEANED, PRE-TREATED OR OTHERWISE PREPARED FOR PAINTING INCLUDING FERROUS METAL, HEAVY GAUGE STAINLESS STEEL AND CLEAN,AND FREE FROM DIRT, STAINS, GREASE, SCRATCHES, SHOWN ON THE DRAWINGS AND/OR SPECIFIED HEREIN, INCLUDING BUT AS SOON AS PRACTICABLE AFTER PREPARATION AND BEFORE NON-FERROUS METAL PRODUCTS WHICH ARE USED IN BUILDING 21. CAST-IN-PLACE AND REINSTALLED ANCHORS: DISTORTIONS, WAVES, DENTS, BUCKLES, TOOL MARKS, BURRS AND OTHER NOT LIMITED TO,THE FOLLOWING (E.T.V. = EXPOSED TO VIEW): SUBSEQUENT SURFACE DETERIORATION. SUFFICIENT TIME SHALL BE CONSTRUCTION FOR FUNCTIONAL,ARCHITECTURAL AND DECORATIVE ANCHORS SHALL BE FABRICATED FROM CORROSION-RESISTANT DEFECTS WHICH MAR APPEARANCE OF FINISHED WORK. ORNAMENTAL -PRIMING UNPRIMED SURFACES TO BE PAINTED. ALLOWED BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. EFFECTS. THE EXTENT OF THESE ITEMS IS INDICATED ON THE DRAWINGS MATERIALS WITH CAPABILITY TO SUSTAIN, WITHOUT FAILURE,A LOAD METAL WORK EXPOSED TO VIEW SHALL BE STRAIGHT AND TRUE TO LINE -PAINTING ALL ITEMS FURNISHED WITH A PRIME COAT, INCLUDING DO NOT RE-COAT UNTIL PAINT HAS DRIED TO WHERE IT FEELS FIRM, DOES AND/OR SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO THE EQUAL TO SIX TIMES THE LOAD IMPOSED WHEN INSTALLED IN UNIT OR CURVE, SMOOTH ARISES AND ANGLES AS SHARP AS PRACTICABLE, TOUCHING UP OF OR REPAIRING OF ABRADED, DAMAGED OR NOT DEFORM OR FEEL STICKY UNDER MODERATE THUMB PRESSURE, AND FOLLOWING: MASONRY AND EQUAL TO FOUR TIMES THE LOAD IMPOSED WHEN MITERS FORMED IN TRUE ALIGNMENT, PROFILES ACCURATELY RUSTED PRIME COATS APPLIED BY OTHERS. THE APPLICATION OF ANOTHER COAT OF PAINT DOES NOT CAUSE LIFTING -STEEL GUARD RAILS INSTALLED IN CONCRETE. INTERSECTING, AND WITH JOINTS CAREFULLY MATCHED TO PRODUCE -PAINTING ALL FERROUS METAL(EXCEPT STAINLESS STEEL), OR LOSS OF ADHESION. ALL DRAWINGS, SPECIFICATIONS AND -STEEL BAR SUPPORTS CONTINUITY OF LINE AND DESIGN. EXPOSED FASTENINGS, WHERE INCLUDING GALVANIZED E.T.V. ARCHITECTURAL DESIGNS ARE THE -STEEL ENTRY VESTIBULE AND DOOR FRAMING 22. STEEL FARMING, PLATE REINFORCING, SUPPLEMENTARY STEEL FRAMING PERMITTED, SHALL BE OF THE SAME MATERIAL, COLOR AND FINISH AS THE -PAINTING INTERIOR CONCRETE BLOCK E.T.V. 21. MATERIALS AND EQUIPMENT NOT TO BE PAINTED UNLESS OTHERWISE PROPERTY OF SOUSA DESIGN -STEEL STAIR AND CATWALK OR REINFORCING, BRACKET ASSEMBLIES,AND THE LIKE REQUIRED FOR METAL TO WHICH APPLIED, UNLESS OTHERWISE INDICATED,AND SHALL BE -PAINTING NEW AND EXISTING GYPSUM DRYWALL E.T.V. NOTED OR SPECIFIED INCLUDE ITEMS OF EQUIPMENT FURNISHED WITH ARCHITECTS AND SHALL NOT BE -METAL MILLWORK BASE THE SUPPORT, FRAMING, REINFORCING, BRACING, ETC., OF WORK OF THIS OF THE SMALLEST PRACTICABLE SIZE. ALL OUTSIDE METAL EDGES TO BE -PAINTING PLASTER SURFACES. COMPLETE FACTORY FINISH, FACTORY FINISHED TOILET PARTITIONS, REPRODUCED OR USED ON THIS OR -TRANSITION TRIM PIECES BETWEEN EXISTING CURTAIN WALL AND SECTION SHALL BE OF SUCH SIZES AND SHAPES AS INDICATED ON THE MINIMALLY EASED TO ELIMINATE SHARP EDGES. -PAINTING OF WOOD E.T.V., EXCEPT ITEMS WHICH ARE SPECIFIED FACTORY FINISHED ACOUSTICAL TILE, NON-FERROUS METALS, FINISHED ANY OTHER PROJECT WITHOUT ADJACENT NEW CONSTRUCTION DRAWINGS, OR AS REQUIRED TO SUIT THE CONDITIONS,AND SHALL BE TO BE PAINTED OR FINISHED UNDER OTHER SECTIONS OF THESE HARDWARE EXCEPTING HARDWARE THAT IS FACTORY PRIMED. SURFACES WRITTEN CONSENT FROM THE -STAINLESS STEEL FLOOR PLATE COVERS AT PIVOT DOORS PROVIDED WITH ALL NECESSARY SUPPORTS AND ACCESSORY ITEMS 38. SHOP FINISHING: SPECIFICATIONS. NOT TO BE PAINTED SHALL BE LEFT COMPLETELY FREE OF DROPPINGS ARCHITECT. -STAINLESS STEEL KITCHEN WALL COVERING SUCH AS INSERTS, HANGERS, BRACES, STRUTS, CLIP ANGLES,ANCHORS, -COMPLY WITH NAAMM "METAL FINISHES MANUAL" FOR FINISH -BACK PAINTING OF ALL WOOD IN CONTACT WITH CONCRETE, AND ACCIDENTALLY APPLIED MATERIALS RESULTING FROM THE WORK OF -MISCELLANEOUS TRIM AND ARCHITECTURAL ELEMENTS BOLTS, NUTS, WELDS, ETC., AS REQUIRED TO PROPERLY AND RIGIDLY DESIGNATIONS AND APPLICATION RECOMMENDATIONS, EXCEPT MASONRY OR OTHER MOISTURE AREAS. THIS SECTION. FASTEN,ANCHOR OR ATTACH WORK OF THIS SECTION IN PLACE AND TO AS OTHERWISE INDICATED. -PAINTING E.T.V. PIPES, COVERINGS, CONDUIT, DUCTS, THE CONTRACTOR SHALL CHECK AND 2. WORK OF THIS SECTION SHALL BE FABRICATED AND INSTALLED BY AN THE CONCRETE, MASONRY AND OTHER CONNECTING AND ADJOINING -PROVIDE COLORS OR COLOR MATCHES AS INDICATED ON INSULATION, HANGERS, SUPPORTS AND OTHER MECHANICAL AND 22. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE VERIFY ALL DIMENSIONS AND EXISTING EXPERIENCED FABRICATOR(S)AND/OR MANUFACTURER, WHO HAS BEEN WORK. SELECTED SAMPLES. ELECTRICAL ITEMS AND EQUIPMENT. SAME AS SIMILAR EXPOSED SURFACES. PAINT SURFACES BEHIND CONDITIONS ON SITE PRIOR TO ENGAGED IN WORK OF EQUIVALENT SCOPE AND FABRICATION STANDARDS -PROTECT MECHANICAL FINISHES ON EXPOSED SURFACES FROM -PAINING SURFACES ABOVE, BEHIND OR BELOW GRILLES, PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. BEGINNING ANY WORK. REPORT ALL FOR AT LEAST FIVE (5)YEARS. MATERIALS, METHODS OF FABRICATION, 23. FABRICATION & INSTALLATION: DAMAGE BY APPLICATION OF STRIPPABLE TEMPORARY GRATINGS, DIFFUSERS, LOUVERS, LIGHTING FIXTURES, ETC., PAINT SHALL NOT BE APPLIED TO SURFACES TO RECEIVE FRAMELESS DISCREPANCIES IN WRITING TO SOUSA FITTING,ASSEMBLY BRACING, SUPPORTING, FASTENING, OPERATING CONTRACTOR TO USE MATERIALS AND METHODS THAT MINIMIZE PROTECTIVE COVERING PRIOR TO SHIPMENT. E.T.V. THROUGH THESE ITEMS. MIRRORS THAT USE MASTIC FOR ADHERING TO WALL SURFACE. SUCH DESIGN ARCHITECTS BEFORE DEVICES AND REACTION SHALL BE IN ACCORDANCE WITH DRAWINGS& DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE OF -CORROSION PROTECTION: COAT CONCEALED SURFACES WHICH -INCIDENTAL PAINTING AND TOUCHING UP AS REQUIRED TO LOCATIONS TO BE COORDINATED BY GENERAL AND PAINT PROCEEDING WITH THE WORK AND SPECIFICATIONS,APPROVED SHOP DRAWINGS& MOCKUPS AND BE OF BASE METALS. WILL BE IN CONTACT WITH CONCRETE, MASONRY, WOOD OR PRODUCE PROPER FINISH FOR PAINTED SURFACES, INCLUDING SUBCONTRACTOR. SHALL ACCEPT FULL RESPONSIBILITY HIGHEST QUALITY PRACTICES OF THE INDUSTRY, USING NEW AND CLEAN DISSIMILAR METALS, IN EXTERIOR WORK AND WORK TO BE BUILT TOUCHING UP OF FACTORY FINISHED ITEMS. FOR SAME. DRAWINGS SHALL NOT BE MATERIALS AS SPECIFIED, HAVING STRUCTURAL PROPERTIES SUFFICIENT 24. CONTRACTOR TO INSTALL WORK OF THIS SECTION SQUARE, PLUMB, INTO EXTERIOR AND BELOW GRADE WALLS AND DECKS, WITH A -PAINTING OF ANY SURFACE NOT SPECIFICALLY MENTIONED TO BE 23. PAINT ALL INTERIOR SURFACES OF DUCTS,AND OTHER OTHERWISE TO SAFELY SUSTAIN OR WITHSTAND STRESSES AND STRAINS TO WHICH STRAIGHT,TRUE TO LINE OR RADIUS,ACCURATELY FITTED AND LOCATED, HEAVY COAT OF BITUMINOUS PAINT. DO NOT EXTEND COATING PAINTED HEREIN OR ON DRAWINGS, BUT FOR WHICH PAINTING IS CONCEALED AREAS,WHERE VISIBLE THOUGH REGISTERS OR GRILLES SCALED. ALL WORK SHALL BE CARRIED MATERIALS AND ASSEMBLED WORK WILL BE SUBJECTED.ALL WORK SHALL WITH FLUSH, TIGHT HAIRLINE JOINTS(EXCEPT AS OTHERWISE INDICATED ONTO EXPOSED SURFACES. OBVIOUSLY NECESSARY TO COMPLETE THE JOB, OR WORK WITH FLAT, NON-SPECULAR PAINT TO MATCH SURROUNDING AREAS OR OUT IN ACCORDANCE WITH THE BE ACCURATELY AND NEATLY FABRICATED, ASSEMBLED AND ERECTED. OR TO ALLOW FOR THERMAL MOVEMENT), WITH PROVISIONS FOR OTHER -ALUMINUM: TO BE CLEAR NATURAL ANODIZED FINISH TO MATCH WITHIN THE INTENT OF THESE SPECIFICATIONS, SHALL BE BLACK AS DIRECTED BY THE ARCHITECT FOR EACH CONDITION, BEFORE DRAWINGS AND SPECIFICATIONS, AND TRADES, WITH PROVISIONS TO ALLOW FOR THERMAL MOVEMENT,WITH EXISTING STOREFRONT UNLESS OTHERWISE NOTED. INCLUDED AS THOUGH SPECIFIED. FINAL INSTALLATION OF EQUIPMENT. TO THE SATISFACTION OF THE OWNER 3. CONTRACTOR PRIOR TO AWARD SHALL SUBMIT A LIST OF REFERENCES PROVISIONS TO EXCLUDE WATER WHERE EXPOSED TO WEATHER, AND -STAINLESS STEEL: REMOVE OR BLEND TOOL AND DIE MARKS AND -PAINTING OF ALL GRILLES, DIFFUSERS, LIGHT FIXTURE TRIMS, AND THE ARCHITECT. AND LIST OF PROJECTS THAT ARE SIMILAR IN SCOPE TO THE WORK OF THIS WITH ATTACHMENT DEVICES AS REQUIRED FOR SECURE AND RIGID STRETCH LINES INTO FINISH. FOR DIRECTIONAL FINISHES-GRIND ELECTRICAL COVERS, ETC. 24. IN AREAS WITH EXPOSED OPEN CEILINGS, CONTRACTOR TO PAINT ANY SECTION. THE FABRICATION SHOP IS TO BE WITHIN A MAXIMUM ONE HOUR INSTALLATION. AND POLISH SURFACES TO PRODUCE UNIFORM, DIRECTIONALLY AND ALL EXPOSED SPRINKLER PIPES, CEILING SLABS, BEAMS, AND IF EACH CONTRACTOR SHALL SUBMIT TO TRAVEL DISTANCE BY CAR FROM THE SITE TO FACILITATE PROGRESS TEXTURED, POLISHED FINISH INDICATED IN FINISH SCHEDULE, 2. "EXPOSED TO VIEW SURFACES" IS DEFINED AS THOSE AREAS VISIBLE NEEDED, PATCH CEILING SLAB SMOOTH TO RECEIVE NEW FINISHES. SOUSA DESIGN ARCHITECTS FOR OBSERVATION. 25. TOLERANCES:ALL WORK OF THIS SECTION SHALL BE PLUMB, SQUARE, FREE OF CROSS SCRATCHES. RUN GRAIN WITH LONG DIMENSION WHEN PERMANENT OR BUILT-IN FIXTURES, CONVE=CTOR COVERS, COVERS REFER TO FINISH PLAN FOR ADDITIONAL INFORMATION AND APPROVAL: SHOP DRAWINGS, SAMPLES, LEVEL,TRUE TO RADIUS AND CORRECTLY ALIGNED WITHIN THE OF EACH PIECE. FOR FINNED TUBE RADIATION, GRILLES, ETC.,ARE: IN PLACE. SPECIFICATIONS. 4. CONTRACTOR TO TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF FOLLOWING LIMITATIONS: CUTS OF ALL THE ITEMS OF WORK SHOP DRAWINGS AND FABRICATION TO ENSURE PROPER FITTING OF THE -OFFSET FROM TRUE HORIZONTAL, VERTICAL AND DESIGN 39. NON DIRECTIONAL FINISHES-BEAD BLAST OR ROTARY SAND SURFACES, 3. CONTRACTOR SHALL DELIVER, STORE, MIX, PREPARE, APPLY,AND 25. PAINT THE BACK SIDES OF ACCESS PANELS, REMOVABLE OR HINGED PRIOR TO THEIR INCLUSION IN THE WORK. CONTRACTOR NOT TO DELAY JOB PROGRESS;ALLOWING FOR LOCATION SHALL NOT EXCEED 1/16" PER TEN (10) FEET OF PER APPROVAL FROM ARCHITECT, TO PRODUCE UNIFORM SURFACES PROTECT FINISHED APPLICATION OF ALL PRIMERS, PAINTS, VARNISHES, COVERS TO MATCH THE EXPOSED SURFACES. CONSTRUCTION. ALL ITEMS TO BE ADJUSTMENTS AND FITTING WHERE TAKING OF FIELD MEASUREMENTS LENGTH FOR ANY COMPONENT, NOT CUMULATIVE. WITHOUT VISIBLE GRAIN, DIRECTION OR TEXTURE, FINISH INDICATED IN ENAMELS, LACQUERS, STAINS AND SIMILAR MATERIALS IF FULL INCLUDED SHALL BE APPROVED FOR BEFORE FABRICATION MIGHT DELAY THE WORK. •MAXIMUM OFFSET FROM TRUE ALIGNMENT BETWEEN ABUTTING FINISH SCHEDULE, FREE OF CROSS SCRATCHES. COMPLIANCE WITH THE PAINT MANUFACTURER'S PRINTED DIRECTIONS 26. ALL CONVECTOR ENCLOSURES TO BE PAINTED SHALL HAVE THE GRILLES USE IN THE TOWN OF HYANNIS AND COMPONENTS SHALL NOT EXCEED 1/32". -CARBON STEEL: REMOVE OR BLEND TOOL, DIE MARKS, BURRS AND INSTRUCTIONS. ALL MATERIALS MUST BE DELIVERED IN THE ORIGINAL AND ACCESS PANELS REMOVED AND PAINTED SEPARATELY AND SHALL HAVE AN ASTM AND UL NUMBER 5. INSOFAR AS PRACTICABLE, FITTING AND ASSEMBLY OF WORK SHALL BE AND STRETCH LINES TO PRODUCE UNIFORM NON DIRECTIONAL CONTAINERS WITH THE MANUFACTURER'S INSTRUCTIONS PRINTED REINSTALLED WHEN THOROUGHLY DRY. WHEN SUCH ITEMS REQUIRE THIS DONE IN SHOP. WORK THAT CANNOT BE PERMANENTLY SHOP ASSEMBLED, 26. CUTTING: CUT METAL BY SAWING, SHEARING OR BLANKING. FLAME SURFACES WITHOUT VISIBLE GRAIN, DIRECTION OR TEXTURE, THEREON. DESIGNATION. EACH CONTRACTOR SHALL BE COMPLETELY ASSEMBLED, MARKED FOR REASSEMBLY AND CUTTING WILL BE PERMITTED ONLY IF CUT EDGES ARE GROUND BACK TO FREE OF CROSS SCRATCHES. APPLIED FINISH TO BE AS 27. ALL DOORS AND FRAMES TO BE PAINTED THE SAME COLOR AND TYPE OF SHALL CO-ORDINATE HIS WORK WITH DISASSEMBLED IN SHOP BEFORE SHIPMENT TO INSURE PROPER ASSEMBLY CLEAN, SMOOTH EDGES. MAKE CUTS ACCURATE, CLEAN, SHARP, SQUARE INDICATED IN FINISH SCHEDULE AND PER APPROVED SAMPLE. 4. WORK OF THIS SECTION IS TO BE BY QUALIFIED JOURNEYMAN PAINTERS PAINT ON BOTH SIDES, UNLESS OTHERWISE NOTED. FINISH DOORS ON IN FIELD. SHOP ASSEMBLE WORK IN LARGEST PRACTICAL SIZES TO AND FREE OF BURRS, WITHOUT DEFORMING ADJACENT SURFACES OR CONTRACTOR TO PRODUCE ALL FINISH WORK ON CARBON STEEL ONLY FOR THE MIXING AND APPLICATION OF PAINT ON EXPOSED TOPS, BOTTOMS, AND SIDE EDGES THE SAME AS THE FACES, UNLESS ALL OTHER CONTRACTORS. MINIMIZE FIELD SPLICING AND ASSEMBLY. DISASSEMBLE UNITS ONLY METALS. IN A MANNER THAT PREVENTS ANY CORROSION ABOVE OR BELOW SURFACES. OTHERWISE INDICATED. NECESSARY FOR SHIPPING AND HANDLING LIMITATIONS. IT IS THE FINISH SURFACE.AREAS, SECTIONS, OR ELEMENTS WHERE THE QUALITY OF WORKMANSHIP AND RESPONSIBILITY OF THE CONTRACTOR FOR THIS WORK TO ASSURE THAT 27. HOLES: DRILL OR CLEANLY PUNCH HOLES (DO NOT BURN), SO THAT HOLES CORROSION APPEARS ARE TO BE REPLACED BY THE 5. SAMPLES OF ALL FINISHES SPECIFIED SHALL BE SUBMITTED TO THE 28. UNLESS OTHERWISE SPECIFIED OR SHOWN, MATERIALS WITH A FACTORY MATERIALS USED SHALL COMPLY WITH THE SHOP FABRICATED ITEMS WILL PROPERLY FIT THE FIELD CONDITION. WILL BE ACCURATE, CLEAN, NEAT AND SHARP WITHOUT DEFORMING CONTRACTOR AT NO ADDITION EXPENSE TO OWNER. ARCHITECT FOR APPROVAL, IN TRIPLICATE, PRIOR TO COMMENCEMENT OF FINISH SHALL NOT BE PAINTED AT THE TIME OF THE PROJECT SITE. TO ALL TOWN OF HYANNIS AND MA STATE IN THE EVENT THAT SHOP FABRICATED ITEMS DO NOT FIT THE FIELD ADJACENT SURFACES OR METALS. THE WORK. FINISH SAMPLES TO BE 12"X 12"ON SAME SUBSTRATE AS "TOUCH-UP",THE CONTRACTOR SHALL USE THE FACTORY FINISHED BUILDING CODES. DRAWINGS SUBJECT CONDITION,THE ITEM SHALL BE RETURNED TO THE SHOP FOR 40. ORNAMENTAL HANDRAILS AND RAILINGS: FINISH INSTALLATION. MATERIAL MANUFACTURER'S RECOMMENDED PAINT MATERIALS TO TO APPROVAL BY ALL GOVERNMENTAL CORRECTION. 28. CONNECTIONS: MAKE CONNECTIONS WITH TIGHT JOINTS, CAPABLE OF FABRICATE HANDRAILS AND RAILINGS FOR CONNECTING MEMBERS BY REPAIR ABRADED, CHIPPED, OR OTHERWISE DEFECTIVE SURFACES. AGENCIES HAVING JURISDICTION ALL DEVELOPING FULL STRENGTH OF MEMBER, FLUSH UNLESS INDICATED WELDING. COPE COMPONENTS AT PERPENDICULAR AND SKEW 6. IN ADDITION TO THE SAMPLES TO BE SUBMITTED FOR APPROVAL, NEW CONSTRUCTION TO COMPLY WITH 6. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL ITEMS OF WORK OF OTHERWISE, FORMED TO EXCLUDE WATER WHERE EXPOSED TO WATER. CONNECTIONS TO PROVIDE CLOSE FIT, OR USE FITTINGS DESIGNED FOR CONTRACTOR SHALL APPLY IN THE FIELD AT THEIR FINAL LOCATION, EACH 29. THE CONTRACTOR SHALL PROTECT HIS WORK AT ALL TIMES, AND SHALL APPLICABLE HANDICAPPED THIS SECTION, SHOWING LOCATIONS, LAYOUTS, MATERIALS, THICKNESSES, LOCATE JOINTS WHERE INDICATED ON DRAWINGS. PROVIDE THIS PURPOSE. FORM CHANGES IN DIRECTION OF RAILING MEMBERS BY TYPE AND COLOR OF APPROVED PAINT MATERIALS APPLIED ON 4'X4'WALL PROTECT ALL ADJACENT WORK AND MATERIALS BY SUITABLE COVERING ACCESSIBILITY LAWS. FINISHES, DIMENSIONS, CONSTRUCTION, RELATION TO ADJOINING CONNECTIONS TO ALLOW FOR THERMAL MOVEMENT OF METAL AT RADIUS BENDS. FORM SIMPLE AND COMPOUND CURVES BY BENDING SURFACES, DOORS AND FRAMES AS DIRECTED BY ARCHITECT, BEFORE OR OTHER METHOD DURING PROGRESS OF HIS WORK. UPON COMPLETION CONSTRUCTION, ERECTION DETAILS, PROFILES, JOINTING AND ALL OTHER LOCATIONS AND BY METHODS APPROVED BY ARCHITECT. FOR WORK MEMBERS IN JIGS TO PRODUCE UNIFORM CURVATURE FOR EACH PROCEEDING WITH THE REMAINDER OF THE WORK. REPAINT INDIVIDUAL OF THE WORK, HE SHALL REMOVE ANY AND ALL PRIMER, PAINT, STAIN, DETAILS TO FULLY ILLUSTRATE ALL WORK. ELEMENTS ADJACENT TO ITEMS EXPOSED TO VIEW, USE CONCEALED FASTENERS (UNLESS WELDED (DR REPETITIVE CONFIGURATION REQUIRED; MAINTAIN PROFILE OF MEMBER AREAS WHICH ARE NOT APPROVED, UNTIL APPROVAL IS RECEIVED. VARNISH, ETC. SPOTS FROM FLOORS, GLASS AND OTHER SURFACES BY IN THE SCOPE OF THIS SECTION SHALL BE COMPLETELY SHOWN TO OTHER CONNECTIONS INDICATED)WITH JOINTS ACCURATELY FITTED, THROUGHOUT ENTIRE BEND WITHOUT BUCKING, TWISTING, OR PROPER METHODS OF WASHING AND SCRAPING, USING CARE NOT TO CLEARLY ILLUSTRATE ALL DETAIL RELATIONSHIPS. ALIGNED, FLUSH AND RIGIDLY SECURED WITH HAIRLINE CONTACTS. DO OTHERWISE DEFORMING EXPOSED SURFACES OF HANDRAIL AND RAILING 7. CONTRACTOR SHALL REMOVE AND PROTECT HARDWARE, ACCESSORIES, SCRATCH OR OTHERWISE DAMAGE FINISHED SURFACES. ALL NECESSARY DRILLING,TAPPING, CUTTING OR OTHER PREPARATIONS COMPONENTS. PROVIDE WALL RETURNS AT ENDS OF RETURNS. CLOSE DEVICE PLATES, LIGHTING FIXTURES,AND FACTORY FINISHED WORK,AND 7. CONTRACTOR TO SUBMIT FABRICATED SAMPLES AND MOCK-UPS (OF OF SURROUNDING CONSTRUCTION IN THE FIELD ACCURATELY, NEATLY EXPOSED ENDS OF HANDRAIL AND RAILING MEMBERS WITH END FITTINGS SIMILAR ITEMS, OR PROVIDE AMPLE IN PLACE PROTECTION. UPON 30. ALL WALLS, CEILINGS, OFFISH AND SURFACES WHICH HAVE BEEN SUFFICIENT SIZE TO FULLY SHOW CONSTRUCTION, MATERIALS, FINISHES AND AS NECESSARY FOR THE ATTACHMENT AND SUPPORT OF WORK.OF AS REQUIRED FOR SMOOTH SEAMLESS APPEARANCE. ALL RAILINGS SHALL COMPLETION OF EACH SPACE, CAREFULLY REPLACE ALL REMOVED ITEMS PAINTED WITH AN EGGSHELL FINISH AND MUST BE TOUCHED UP AS A AND EXPOSED CONNECTIONS TO ADJACENT CONSTRUCTION)OF ALL THIS SECTION, BUT OBTAIN ARCHITECT'S APPROVAL PRIOR TO SUCH BE INSTALLED TO WITHSTAND LOADS AS REQUIRED BY PREVAILING BY WORKMEN SKILLED IN THE TRADES INVOLVED. REMOVE ELECTRICAL PUNCH LIST ITEM SHALL BE REPAINTED ENTIRELY BETWEEN THE (3) ELEMENTS OF ORNAMENTAL METAL WORK. UPON APPROVAL THESE PREPARATION TO WORK OF OTHERS. BUILDING CODE AND TO PREVENT BENDING OR DEFECTION IN EXCESS OF PANEL BOX COVERS AND DOORS BEFORE PAINTING WALLS. PAINT CLOSEST BREAK POINTS. SAMPLES AND MOCK-UPS SHALL BE KEPT PROTECTED ON SITE TO BE USED L/360. SEPARATELY AND RE-INSTALL AFTER ALL PAINT IS; DRY. AS THE STANDARD FOR THE FINISHED WORK OF THIS SECTION. 29. BOLTS AND SCREWS: MAKE THREADED CONNECTIONS TIGHT WITH 31. AT THE COMPLETION OF WORK OF OTHER TRADES, CONTRACTOR SHALL THREADS ENTIRELY CONCEALED. USE LOCK NUTS. BOLTS AND SCREW 41. SHEET METAL: 8. CONTRACTOR SHALL PERFORM ALL SURFACE PREPARATION AND TOUCH-UP AND RESTORE ALL DAMAGED OR DEFACED PAINTED 8. CONTRACTOR TO SUBMIT SPECIFICATIONS OR CUT SHEETS FOR HEADS, WHERE SHOWN TO BE EXPOSED TO VIEW, SHALL BE FLAT AND -FABRICATE OF METAL AS SHOWN ON DRAWINGS, MINIMUM CLEANING PROCEDURES IN STRICT ACCORDANCE WITH THE PAINT SURFACES. PAINT TOUCH-UP TO INCLUDE ANY DAMAGE DONE DURING PRODUCTS MANUFACTURED OR FABRICATED BY OTHERS USED IN COUNTERSUNK. CUT OFF PROJECTING ENDS OF EXPOSED BOLTS AND THICKNESS OF 1/8"OR AS REQUIRED TO ELIMINATE AND MANUFACTURER'S INSTRUCTIONS AND AS HEREINI SPECIFIED, FOR EACH CONSTRUCTION AS CAUSED BY NO FAULT OF THE PAINTING ORNAMENTAL METAL WORK. SCREWS FLUSH WITH NUTS OF ADJACENT METAL. PREVENT ALL SURFACE DISTORTIONS. ITEMS MUST READ AS FLAT PARTICULAR SUBSTRATE CONDITION, INCLUDING BUT NOT LIMITED TO SUBCONTRACTOR BUT WHICH MIGHT HAVE BEEN CAUSED BY OTHER AND FREE OF BOW OR"OIL CANNING"OR"READ THRU"OF CLEANING, SANDING, AND TOUCHING-UP OF ALL SPACKLING, PRIME TRADES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION TRADES, 9. CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURAL DESIGN AND 30. WELDING: WELDING SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS STIFFENERS. EXPOSED METAL FACES SHALL BE OF SUCH COATS, ETC.APPLIED UNDER OTHER SECTIONS OF THE WORK.ALL VOICE/DATA AND SECURITY CONTRACTOR AND INCLUDING FURNITURE I SUPPORTS FOR STAIRS AND ATTACHED HANDRAILS TO COMPLY WITH ALL OF THE AMERICAN WELDING SOCIETY AND SHALL BE DONE WITH FLATNESS THAT THE MAXIMUM UNIFORM BOW IN 2 FT. SHALL NOT SURFACES TO BE PAINTED OR FINISHED SHALL BE PERFECTLY DRY, NSTALLERS AND MOVERS. CONTRACTOR TO INCLUDE ANY AND ALL PAINT APPLICABLE CODES AND OSHA REQUIREMENTS. ELECTRODES AND/OR METHODS RECOMMENDED BY THE EXCEED 1/32", AND THE MAXIMUM OVERALL VARIATION IN PLANE CLEAN AND SMOOTH. CONTRACTOR SHALL TEST ALL PLASTER, MASONRY, TOUCH-UP WITHIN THEIR SCOPE OF WORK WITHOUT EXCEPTION OR MANUFACTURERS OF THE METALS BEING WELDED. WELDS SHALL BE BETWEEN HIGH AND LOW POINT WITHIN A PANEL SHALL NOT DRYWALL SURFACES AND ANY FILLERS FOR MOISTURE CONTENT USING A EXCLUSION. 10. MATERIALS& PRODUCTS: CONTINUOUS, EXCEPT WHERE SPOT WELDING IS SPECIFICALLY EXCEED 1/16", MEASUREMENT SHALL BE PERFORMED IN RELIABLE ELECTRONIC MOISTURE METER AND SHALL NOT APPLY ANY CONTRACTOR TO PROVIDE MATERIALS WHICH HAVE BEEN SELECTED FOR PERMITTED. WELDS EXPOSED TO VIEW SHALL OBTAIN FUSION WITHOUT ACCORDANCE WITH ASTM C314. PAINT OR SEALER WHERE THE MOISTURE CONTENT EXCEEDS SEEN (7) THEIR UNIFORM SURFACE FLATNESS, SMOOTHNESS AND FREEDOM FROM OVERLAP OR UNDERCUT, BE GROUND FLUSH, DRESSED SMOOTH,AND PERCENT. SURFACE BLEMISHES. MATERIALS WITH PITTING, SEAM MARKS, ROLLER BLENDED SO NO ROUGHNESS SHOWS AFTER FINISHING AND WELDED -INCREASE METAL THICKNESS OR REINFORCE METAL WITH MARKS, STAINS, DISCOLORATION, "OIL-CANNING"OR OTHER SURFACE MATCHES CONTOURS AND FINISH OF ADJOINING SURFACES SO CONCEALED STIFFENERS, BACKING MATERIALS, OR BOTH, AS 9. THE CONTRACTOR SHALL BROOM CLEAN ALL SPACES BEFORE PAINTING IS IMPERFECTIONS. WHERE EXPOSED TO VIEW IN THE FINISHED UNIT SHALL THAT JOINT WILL NOT BE VISIBLE.ALL WELDS ON OR BEHIND SURFACES REQUIRED TO PRODUCE SURFACES WHOSE VARIATIONS IN STARTED AND SHALL PROGRAM THE CLEANING AND PAINTING SO THAT NOT BE ACCEPTABLE AND WILL BE REPLACED AT CONTRACTOR'S WHICH FINISHED SURFACE WILL BE FREE OF IMPERFECTIONS SUCH AS FLATNESS DO NOT EXCEED THOSE PERMITTED BY REFERENCED DUST AND OTHER CONTAMINANTS FROM THE CLEANING PROCESS WILL EXPENSES. PITS, RUNS, SPLATTER, CRACKS, WARPING, DIMPLING, DEPRESSIONS;OR STANDARDS FOR STRETCHER LEVELED METAL SHEET AND TO NOT FALL IN WET, NEWLY PAINTED SURFACES. OTHER FORMS OF DISTORTION OR DISCOLORATION. REMOVE WELD IMPART SUFFICIENT STRENGTH FOR INDICATED USED. SUPPORT ISSUED FOR: 11. MATERIALS USED SHALL BE OF SUCH STRENGTH,THICKNESS AND ALLOY SPLATTER AND WELDING OXIDES FROM ALL WELDED SURFACES. JOINTS WITH CONCEALED STIFFENERS AS REQUIRED TO HOLD 10. SHOP PRIMING IS REQUIRED ON SOME, BUT NOT ALL OF THE ITEMS THAT THEY ARE CAPABLE OF MEETING ALL STANDARDS AND DESCRIPTIONS EXPOSED FACES OF ADJOINING SHEETS IN FLUSH ALIGNMENT. SCHEDULED TO BE FIELD PAINTED, REFER TO OTHER SECTIONS OF WORK PERMIT SPECIFIED HEREIN AND AS DETAILED ON DRAWINGS. 31. FIELD WELDING SHALL COMPLY WITH AWS CODE FOR THE PROCEDURES WHERE REQUIRED FOR SOUND DEADENING BETWEEN (ROOMS OR FOR COMPLETE DESCRIPTION.ALL ITEMS OF EQU PMENT FURNISHED WITH OF MANUAL SHIELDED METAL-ARC WELDING, THE APPEARANCE AND AT DOORS, FILL SPACE BETWEEN STIFFENERS WITH SOUND PRIME COAT FINISH SHALL BE FINISH PAINTED UNDER THIS SECTION. 12. MATERIALS SHALL COMPLY WITH THE FOLLOWING STANDARDS FOR THE QUALITY OF WELDS MADE,AND THE METHODS USED IN CORRECTING DEADENING INSULATION ATTACHED TO FACE SHEET WITH COLD FORMS AND TYPES OF METAL FOR THE REQUIRED ITEMS OF WORK. WELDING WORK. APPLIED ASPHALT MASTIC, UNLESS OTHERWISE INDICATED. 11. CONTRACTOR SHALL RE-COAT PRIMED AND SEALED WALLS AND CEILINGS SOUSA design WHERE THERE IS EVIDENCE OF SUCTION SPOTS OR UNSEALED ARES IN 13. ALUMINUM: 32. ATTACHMENTS, BRACKETS, FLANGES, FITTINGS,AND ANCHORS: -FORM SHEET METAL FABRICATIONS TO PROFILES INDICATED IN FIRST COAT, TO ASSURE A FINISH COAT WITH NO 13URN-THOURGH OR -ALLOY AND TEMPER: PROVIDE ALLOY AND TEMPER AS INDICATED PROVIDE BRACKETS, FLANGES, MISCELLANEOUS FITTINGS, INSERTS,AND MAXIMUM LENGTHS TO MINIMIZE JOINS AND WITHOUT E=XPOSED OTHER DEFECTS DUE TO INSUFFICIENT SEALING. A r C h i t e C t s OR AS OTHERWISE RECOMMENDED BY THE ALUMINUM PRODUCER ANCHORAGE DEVICES AS REQUIRED TO INTERCONNECT ORNAMENTAL CUT EDGES. FOLD BACK EXPOSED ENDS OF UNSUPPORTED OR FINISHER, ELEMENTS AND CONNECT TO OTHER WORK. FABRICATE ANCHORAGE_ SHEET METAL TO FORM A 1/2"WIDE HEM ON THE CONCEALED 12. CONTRACTOR SHALL PROVIDE FINISH COATS WHICH ARE COMPATIBLE -ALUMINUM EXTRUSIONS, BARS AND SHAPES:ALLOY AND TEMPER DEVICES CAPABLE OF WITHSTANDING ALL IMPOSED LOADS AND AS SIDE, OR EASE EXPOSED EDGES WITH BACKING TO A RADIUS OF WITH THE PRIME PAINTS USED. REVIEW OTHER SECTIONS OF THOSE 81 o street,end Floor Bosttonn,,MA 02445 RECOMMENDED BY ALUMINUM PRODUCER OR FINISHER FOR TYPE REQUIRED BY PREVAILING BUILDING CODES. COORDINATE ANCHORAGE APPROXIMATELY 1/32". PRODUCE FLAT, FLUSH SURFACES SPECIFICATIONS IN WHICH PRIME PAINTS ARE TO BE PROVIDED TO 617,879.9100 OF USE AND FINISH INDICATED,AND WITH NOT LESS THAN THE DEVICES WITH SUPPORTING STRUCTURE. UNLESS OTHERWISE INDICATED, WITHOUT CRACKING OR GRAIN SEPARATION AT BENDS. ENSURE COMPATIBILITY OF THE TOTAL COATINGS SYSTEM FOR THE www.sousadesign.com STRENGTH AND DURABILITY PROPERTIES SPECIFIED IN ASTM B221 WORK TO BE BUILT INTO CONCRETE OR MASONRY SHALL BE ANCHORED VARIOUS SUBSTRATES. PROVIDE BARRIER COATS OVER INCOMPATIBLE FOR 6063-T6. WITH SHOP WELDED ON GALVANIZED STEEL STRAP ANCHORS;WORK:TO -CONTINUOUSLY WELD JOINTS AND SEAMS, EXCEPT WHERE PRIMERS OR REMOVE AND RE-PRIME AS REQUIRED. NOTIFY THE -EXTRUDED PIPE AND TUBE:ASTM B249, ALLOY 6063-T6. BE ATTACHED TO CONCRETE OR MASONRY SHALL BE ANCHORED BY OTHER METHODS OF JOINING ARE INDICATED. GRIND, FILL, AND ARCHITECT IN WRITING OF ANY ANTICIPATED PROBLEMS USING THE -ALUMINUM PLATE AND SHEET:ALLOY AND TEMPER RECOMMENDED BOLTS INTO EMBEDDED INSERTS OR EXPANSION SHIELDS; WORK DRESS WELDS TO PRODUCE SMOOTH FLUSH EXPOSED SURFACES COATING SYSTEMS AS SPECIFIED WITH SUBSTRATES PRIMED BY OTHERS. BY ALUMINUM PRODUCER OR FINISHER FOR TYPE OF USE AND ATTACHED TO STRUCTURAL STEEL SHALL BE ANCHORED BY WELDS(DR IN WHICH WELDS ARE NOT VISIBLE AFTER FINAL FINISHING IS FINISH INDICATED,AND WITH NOT LESS THAN THE STRENGTH AND BOLTS; WORK ATTACHED TO METALS OTHER THAN STRUCTURAL STEEL COMPETED. MITER OR COPE TRIM MEMBERS AT CORNERS TO 13. PAINT SHALL NOT BE BADLY SETTLED, CAKED OR THICKENED IN THE DURABILITY PROPERTIES SPECIFIED IN ASTM B209,ALLOY 6061-T6. SHALL BE ANCHORED BY BOLTS OR SCREWS. POWER ACTUATED FORM TIGHT JOINTS. CONTAINER, SHALL BE READILY DISPERSED WITH A PADDLE TO A SMOOTH -BARS, RODS AND WIRE:ASTM B211. FASTENERS NOT PERMITTED UNLESS APPROVED BY ARCHITECT. PROVIDE CONSISTENCY AND SHALL HAVE EXCELLENT APPLICATION PROPERTIES. ', Ch'j� -DRAWN SEAMLESS TUBE:ASTM B483,ALLOY 6063-T832. ALL SUPPLEMENTARY PARTS NECESSARY TO COMPLETE EACH ITEM 'OF -BUILD IN STRAPS, PLATES,AND BRACKETS AS REQUIRED FOR PAINT SHALL ARRIVE ON THE JOB COLOR-MIXED, ALL THINNING AND I, N A. S << -CASTINGS:ASTM 826, ALLOY A356-T6. WORK OF THIS SECTION. ALL ATTACHMENT DEVICES SHALL BE OF TYPE, SUPPORTING AND ANCHORING FABRICATED ITEMS TO ADJOINING TINTING MATERIALS SHALL BE AS RECOMMENDED BY THE MANUFACTURER ,` ON ,A •FORGINGS:ASTM B24/ALLOY 6061-T6. SIZE AND SPACING TO SUIT CONDITION AND AS APPROVED BY ARCHITECT. CONSTRUCTION. REINFORCE SHEET METAL UNITS AS REQUIRED FOR THE PARTICULAR BASE MATERIAL. IT SHALL BE THE RESPONSIBILITY o L 9587 v PROVIDE SHIMS, SLOTTED HOLES, OR OTHER MEANS NECESSARY FOR TO ATTACH AND SUPPORT OTHER CONSTRUCTION. OF THE CONTRACTOR TO SEE THAT ALL MIXED CCLORS MATCH THE CA ID 14. STAINLESS STEEL: LEVELING, PLUMBING AND OTHER REQUIRED ADJUSTMENTS. ATTACHMENT COLOR SELECTION MADE BY THE ARCHITECT PRIOR TO APPLICATION OF 4' 1. GE �u CO -PIPES:ASTM A312, GRADE TP 304. DEVICES FOR WORK EXPOSED TO VIEW SHALL BE CONCEALED, UNLESS -WHERE PERFORATIONS ARE INDICATED ON DRAWINGS OR THE COATING. M, o; �� s `tea -SHEET, STRIP, FLAT BAR AND PLATE:AST A666, TYPE 304. INDICATED OTHERWISE. WHERE BOLTS OR SCREWS ARE PERMITTED IN SPECIFICATIONS SHOP PERFORATE TO SIZE AND PATTERN �Fq 13 -TUBING:ASTM A554, GRADE MT 504. WORK EXPOSED TO VIEW, THEY SHALL BE OVAL HEAD AND COUNTER SHOW ON DRAWINGS. ROLL, PRESS AND GRIND PERFORATED 14. CONTRACTOR SHALL USE HEAT RESISTANT PAINT WHEN APPLYING PAINT H Fh'vP -CASTINGS:ASTM A743A, GRADE CF 8 OR CF 20. SUNK, UNLESS OTHERWISE NOTED, WITH PROJECTING END CUT OFF METAL TO FLATTEN AND TO REMOVE BURRS AND DEFORMATIONS. TO HEATING LINES, EQUIPMENT,AND ALL OTHER ELEMENTS AND -BARS AND SHAPES:ASTM A276,TYPE 304. FLUSH WITH NUTS OR ADJACENT MATERIAL, AND SHALL MATCH ADJACENT SURFACES AS REQUIRED TO ESTABLISH A STABLE FINISH. SURFACES. FOR RAILING POST SET IN CONCRETE, PROVIDE PRESET -CONCEAL FASTENERS UNLESS OTHERWISE NOTED ON 15. MALLEABLE IRON CASTINGS: SHALL COMPLY WITH ASTM A48, CLASS 30, SLEEVES OF STEEL, NOT LESS THAN 6 INCHES LONG AND INSIDE DRAWINGS. SIZE FASTENERS TO SUPPORT CLOSURES AND TRIM, 15. ALL MATERIALS MUST CONFORM TO THE VOLATILE: ORGANIC COMPOUNDS SHALL BE UNIFORM IN QUALITY, FREE FROM BLOW HOLES, POROSITY, DIMENSIONS NOT LESS THAN 1/2 INCH GREATER THAN OUTSIDE WITH FASTENERS SPACED EQUALLY TO PREVENT BUCKLING OR (VOC) STANDARDS OF PREVAILING CODES AND ORDINANCES. HARD SPOTS, SHRINKAGE DEFECTS, SWELLS, CRACKS OR OTHER DIMENSIONS OF POST,WITH STEEL PLATE FORMING BOTTOM CLOSURE. WAVINESS IN FINISHED SURFACES. DEFECTS. SURFACES SHALL BE SMOOTH AND TRUE TO PATTERN. 16. ALL MATERIALS SHALL BE APPLIED UNDER ADEQUATE ILLUMINATION, 33. OPERATING MECHANISMS: OPERATING DEVICES, MECHANISMS AND -INSTALL CONCEALED GASKETS AND JOINT FILLERS AS THE WORK EVENLY SPREAD AND FLOWED ON SMOOTHLY TO AVOID RUNS, SAGS, Job # 1605 16. STEEL(CARBON): HARDWARE USED IN CONNECTION WITH THIS WORK SHALL BE PROGRESSES, SO AS TO MAKE THE WORK SOUNDPROOF OR HOLIDAYS, BRUSH MARKS,AIR BUBBLES AND EXCEESSIVE ROLLER STIPPLE. -STRUCTURAL SHAPES:ASTM A36. FABRICATED,ASSEMBLED, INSTALLED AND ADJUSTED AFTER LIGHT PROOF AS REQUIRED. COVERAGE AND HID SHALL BE COMPLETE. WHEN COLOR, STAIN, DIRT OR -PLATES(FOR FORMING OR BENDING COLD):ASTM A283, GRADE C. INSTALLATION SO THAT THEY WILL OPERATE SMOOTHLY, FREELY, UNDERCOATS SHOW THROUGH FINAL COAT OF PAINT, THE SURFACE Drawn by P.W. Ckd by: S.A.S. -STEEL SHEETS:ASTM A366, GRADE 1. NOISELESSLY AND WITHOUT EXCESSIVE FRICTION. 42. USE ALL MEANS NECESSARY TO PROTECT THE MATEIALS OF THIIS SECTION SHALL BE COVERED BY ADDITIONAL COATS UNTIL THE PAINT FILM IS OF -SHOP PRIME WITH RUST INHIBITIVE PRIMER EQUAL TO SERIES 88 BEFORE, DURING AND AFTER INSTALLATION AND TO PROTECT THE UNIFORM FINISH, COLOR, APPEARANCE AND COVERAGE, AT NO AZERON MADE BY TNEMEC, OR APPROVED EQUAL MADE BY 34. BUILT-IN WORK: FURNISH ANCHOR BOLTS, INSERTS, PLATES AND ANY INSTALLED WORK AND MATERIALS OF ALL OTHER TRADES. PROVIDE ADDITIONAL COST TO THE OWNER. 05.09.2016 BENJAMIN MOORE OR SHERWIN WILLIAMS OTHER ANCHORAGE DEVICES, AND ALL OTHER ITEMS FOR NECESSARY PROTECTION TO ALL EXPOSED SURFACES OF Date: ARCHITECTURAL METAL WORK TO BE BUILT INTO CONCRETE, MASONRY, ARCHITECTURAL METAL WORK, SO AS TO PREVENT DAMAGE, STAINING, 17. APPLY PAINT BY BRUSH OR ROLLER IN ACCORDANCE WITH THE 17. WELDING ELECTRODES AND FILLER METAL:TYPE AND ALLOY OF FILLER OR WORK OF OTHER TRADES, WITH NECESSARY TEMPLATES AND I DISCOLORATION, ABRASION, ECT., TO THESE SURFACES FROM TIME OF MANUFACTURER'S DIRECTIONS. USE CRUSHES BEST SUITED FOR THE METAL AND ELECTRODES SHALL BE AS RECOMMENDED BY PRODUCER OF INSTRUCTIONS,AND IN AMPLE TIME TO FACILITATE PROPER PLACING AND SHIPMENT FROM FACTORY TO ACCEPTANCE OF WORK OF THIS PROJECT. TYPE OF MATERIAL BEING APPLIED. USE ROLLERS OF CARPET,VELVET THE METAL TO BE WELDED, AND AS REQUIRED FOR COLOR MATCH, INSTALLATION. PROTECTION SHALL BE PROVIDED BY WRAPINGS, STRIPPABLE COATINS, BACK, OR HIGH PILE SHEEP'S WOOL AS RECOMMENDED BY THE PAINT Revisions STRENGTH AND COMPATIBILITY IN THE FABRICATED ITEMS. OR OTHER MEANS AND SHALL BE RETAINED INTACT.DAMAGED MANUFACTURER FOR MATERIAL AND TEXTURE REQUIRED AND/OR AS 35. SUPPLEMENTARY PARTS: PROVIDE AS NECESSARY TO COMPLETE EACH PROTECTION IS TO BE REPLACED. REMOVE PROTECTIVE COVERINGS APPROVED BY ARCHITECT. 18. FASTENERS: ITEM OF WORK, EVEN THOUGH SUCH SUPPLEMENTARY PARTS ARE NOT AFTER INTALLATION AND ONLY WHEN THERE IS NO POSSIBILITY OF _ __ FURNISH BASIC METAL AND ALLOY, MATCHING FINISHED COLOR AND SHOWN OR SPECIFIED. DAMAGE FROM OTHER WORK YET TO BE PERFORMED AT THE SAME 18. ALL SURFACES WHICH ARE TO BE PAINTED SHALL RECEIVE (1)COAT OF TEXTURE AS THE METAL BEING FASTENED, UNLESS OTHERWISE LOCATION. REMOVE SIMULTANEOUSLY FROM SIMILARLY FINISHED ITEMS PRIMER AND(2) COATS OF FINISH PAINT. (3)COATS TOTAL. ALL WALLS, INDICATED. EXPOSED FASTENERS ARE NOT ACCEPTABLE UNLESS 36. COORDINATION:ACCURATELY CUT, FIT, DRILL AND TAP WORK OF THIS TO PRECLUDE NON-UNIFORM OXIDATION AND DISCOLORATION. SURFACES GYPSUM BOARD CEILINGS,AND SOFFITS TO BE PAINTED SHALL BE OTHERWISE DETAILED OR AGREED TO BY ARCHITECT. SECTION TO ACCOMMODATE AND FIT WORK OF OTHER TRADES. FURNISH WHICH ARE DAMAGED, STAINED DISCOLORED, ABRADED ETC., SHALL BE PAINTED WITH A LATEX BASE EGGSHELL FINISH PAINT UNLESS OTHERWISE OR OBTAIN, AS APPLICABLE,TEMPLATES AND DRAWINGS TO OR FROM REJECTED AND REPLACED WITH NEW MATERIALS, AT NO COST TO THE NOTED. ALL DOORS, DOOR FRAMES,WINDOW FRAMES,AND CONVECTOR 19. ANCHORS AND INSERTS: APPLICABLE TRADES FOR PROPER COORDINATION OF THIS WORK. OWNER. ENCLOSURES SHALL BE PAINTED WITH AN ALKYD 13ASE EGGSHELL FINISH FURNISH INSERTS TO BE SET IN CONCRETE OR MASONRY WORK, OR PAINT UNLESS OTHERWISE NOTED. PROVIDE OTHER ANCHORING DEVICES AS REQUIRED FOR THE 43. CONTRACTOR MAY ATTEMPT TO RESTORE FINISHES DAMAGED DURING _ INSTALLATION OF ORNAMENTAL METAL ITEMS. PROVIDE TOOTHED STEEL CONSTRUCTION PERIOD IF AGREED TO BY ARCHITECT AND SO NO 19. ARCHITECT MAY CHANGE THE FINISHES WITHIN THE RANGE OF FLAT TO OR LEAD SHIELD EXPANSION BOLT DEVICES FOR DRILLED-IN-PLACE EVIDENCE REMAINS OF CORRECTION WORK. RETURN ITEMS THAT CANNOT GLOSS, PRIOR TO INSTALLATION, WITHOUT ADDITIONAL COST TO THE __ ANCHORS. PROVIDE GALVANIZED OR DADMIUM-COATED ANCHORS AND BE REFINISHED IN THE FIELD TO THE SHOP; MAKE REQUIRED ALTERATIONS OWNER. INSERTS FOR EXTERIOR INSTALLATIONS. PROVIDE UNITS WITH EXPOSED AND REIFINISH ENTIRE UNIT, OR PROVIDE NEW UNITS AT NO ADDITIONAL SURFACES MATCHING TEXTURE AND FINISH OF THE METAL ITEM COST TO THE OWNER. ANCHORED. GENERAL NOTES A=0m3 I - I These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-132 MILLWORK: HARDWARE : HYANNIS, MA 02601 GENERAL NOTES: 1. ALL THE QUALITY STANDARDS OF THE ARCHITECTURAL WOODWORK 17.ALL MILLWORK SHALL HAVE A FINE, SMOOTH FINISH, FREE FROM MACHINE OR 39.ALL FABRICATION IS TO BE BASED ON FIELD MEASUREMENTS. WORK ADJOINING 65. FRAMING SHALL BE CUT SQUARE ON BEARINGS, CLOSELY FITTED, ACCURATELY 1. HARDWARE SHALL BE SUITABLE AND ADAPTED FOR ITS REQUIRED USE AND INSTITUTE, LATEST EDITION, SHALL APPLY TO ALL WORKMANSHIP FOR TOOL MARKS, ABRASIONS OR RAISED GRAIN ON EXPOSED SURFACES. JOINTS VERTICAL, AND HORIZONTAL ELEMENTS OF CONSTRUCTION SUCH AS SET TO REQUIRED LINES AND LEVELS, RIGIDLY SECURED IN PLACE AT SHALL FIT ITS DESIGNATED LOCATION. SHOULD ANY HARDWARE AS SHOWN, MILLWORK AND BY REFERENCE ARE MADE PART OF THIS SPECIFICATION. ALL SHALL BE TIGHT AND SO FORMED AS TO CONCEAL SHRINKAGE. MITERS OR DRYWALL, CONCRETE, OR OTHER FINISH SHALL BE FITTED AND SCRIBED IN A BEARINGS AND CONNECTION WITH NAILS, LAG SCREWS AND/OR BOLTS AS SPECIFIED OR REQUIRED FAIL TO METT THE INTENDED REQUIREMENTS OR WORK SHALL CONFORM TO"PREMIUM"GRADE REQUIREMENTS OF THE AWI MORE FROM HEEL TO POINT SHALL BE GLUED 4"AND FEATHERED, LOCKED, CAREFUL MANNER AND AMPLE ALLOWANCE SHALL BE GIVEN FOR CUTTING AND REQUIRED BY CONDITIONS. REQUIRE MODIFICATION TO SUIT OR FIT THE DESIGNATED LOCATION, QUALITY STANDARDS, UNLESS OTHERWISE MODIFIED HEREIN. IN THE EVENT SPLINED AND DOWELED.TENONS AND DOWELS SHALL BE OF HARDWOOD AND SCRIBING AS REQUIRED TO TIGHTLY MEET BUILT-IN CONDITIONS. DETERMINE THE CORRECTION OR MODIFICATION NECESSARY AND NOTIFY THE OF A DISPUTE AS TO THE QUALITY GRADE (OR GRADES),ALL PARTIES SPACED NOT LESS THAN 3" ON CENTER. JOINTS SHALL BE MADE WITH 66. PROVIDE ALL WOOD GROUNDS, BLOCKING, NAILERS, FURRING,AND THE LIKE ARCHITECT IN AMPLE TIME TO AVOID DELAY IN THE MANUFACTURE AND INVOLVED WILL(1) CALL UPON THE ARCHITECTURAL WOODWORK INSTITUTE WATER-RESISTANT GLUE OR HOT GLUED UNDER PRESSURE. ALL EXPOSED 40. FABRICATE ALL MILLWORK UNITS IN LARGEST PRACTICABLE SECTIONS.WORK FOR WORK OF THIS SECTION, WHERE SHOWN AND WHERE REQUIRED, DELIVERY OF HARDWARE. FOR AN INSPECTION UNDER AWI'S ESTABLISHED INSPECTION PROCEDURES, WORK SHALL BE FULLY ASSEMBLED IN THE SHOP IN AS LARGE A UNIT AS THAT IS TOO LARGE FOR SHIPPING OR ENTRANCE INTO THE USE AREA SHALL DRESSED TO SIZE INDICATED OR REQUIRED TO SUIT THE CONDITION. INSTALL AND (2)AGREE TO ABIDE BY THE DECISION OF AWI.THE COST OF SAID PRACTICAL, THEN DELIVERED AND INSTALLED. BE FABRICATED IN ATTACHABLE SECTIONS WITH PROVISIONS FOR GROUNDS, BLOCKING, NAILERS, FURRING, ETC., RIGIDLY, IN PROPER 2. FOR FIRE RATED OPENINGS PROVIDE HARDWARE COMPLYING WITH NFPA ALL DRAWINGS, SPECIFICATIONS AND INSPECTION SHALL BE BORNE BY THE CONTRACTOR. RECONNNECTION IN THE USING SPACE.ASSEMBLE IN THE SHOP FOR TRIAL FIT, ALIGNMENT, TRUED WITH A LONG STRAIGHT EDGE. STANDARD NO. 80 AND ANY REQUIREMENTS OF AUTHORITIES HAVING ARCHITECTURAL DESIGNS ARE THE 18. PRODUCTS: DISASSEMBLE FOR SHIPMENT AND REASSEMBLE WITH CONCEALED JURISDICTION. PROPERTY OF SOUSA DESIGN 2, ALL ITEMS OF MILLWORK CONSTRUCTION AND INSTALLATION INDICATED ON WOOD MOISTURE CONTECT: WOOD-KILN DRIED (KD) LUMBER WITH AN FASTENERS.ASSEMBLED WORK SHALL BE RIGIDLY SECURED AND 67. PROVIDE ALL ROUGH HARDWARE, SUCH AS NAILS, SCREWS, BOLTS, ACHORS, THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE PERFORMED BY SKILLED AVERAGE MOISTURE CONTENT RANGE OF NINE (9) TO TWELVE (12) PERCENT PERMANENTLY FASTENDED TOGETHER WITH CONCEALED FASTENERS. HANGERS, CLIPS AND SIMILAR ITEMS. HARDWARE SHALL BE OF THE PROPER 3. BARRIER FREE REQUIMENTS: MAXIMUM PRESSURE APPLIED TO THE LATCH ARCHITECTS AND SHALL NOT BE CRAFTSMEN USING THE BEST TECHNIQUES KNOWN TO THE TRADE AND IN FOR EXTERIOR WORK AND SIX (6)TO ELEVEN (1 1) PERCEPT FOR INTERIOR SIZE AND KIND TO ADEQUATELY SECURE THE WORK TOGETHER AND IN PLACE, AREA TO OPEN EXTERIOR DOORS SHALL NOT EXCEED FIFTEEN (15) POUNDS. REPRODUCED OR USED ON THIS OR CONFORMANCE WITH ALL TRADE STANDARDS. ALL MILLWORK SHALL BE WORK. MAINTAIN TEMPERATURE AND RELATIVE HUMIDITY DURING 41.ALL WORK SHALL BE SHOP PRE-FINISHED TO MATCH APPROVED SAMPLES IN A RIGID AND SUBSTANTIAL MANNER. USE GALVANIZED HARDWARE AT INTERIOR DOORS, WHICH HAVE A SELF-CLOSING FEATURE, SHALL REQUIRE ANY OTHER PROJECT WITHOUT PROVIDED BY A FABRICATION COMPANY HAVING A MINIMUM OF FIVE (5)YEARS FABRICATION, STORAGE ANF FINISHING OPERATIONS SO THAT MOISTURE UNLESS PREVIOUSLY AGREED TO BY ARCHITECT. NO FIELD FINISHING WILL BE EXTERIOR WALLS,AND AT OTHER LOCATIONS WHERE SUBJECT TO MOISTURE PRESSURE NOT TO EXCEED FIVE (5) POUNDS. WRITTEN CONSENT FROM THE EXPERIENCE ON PROJECTS OF SIMILAR SIZE AND QUALITY TO THAT SPECIFIED CONTENT VALUES FOR WOODWORK AT TIME OF INSTALLATION DO NOT EXCEED PERMITTED, EXCEPT MINOR RETOUCHING THAT IS NECESSARY AFTER OR WHERE WATER WILL BE PRESENT. ARCHITECT. AND SHOWN.THE FABRICATION SHOP IS TO BE WITHIN A MAXIMUM ONE HOUR SEVEN (7) PERCENT. COMPATIBILITY OF GRAIN AND COLOR. ARCHITECT INSTALLATION TO LEAVE WORK IN PERFECT CONDITION. FIELD TOUCH-UP 4. BEFORE ANY FINISH HARDWARE IS ORDERED OR PURCHARSED, CONTRACTOR TRAVEL DISTANCE BY CAR FROM THE SITE TO FACILITATE PROGRESS RESERVES THE RIGHT TO SELECT MATERIALS FOR BEST COMPATIBILITY SHALL BE CCOMPLISHED USING THE SAME FINISHES AS ORIGINALLY APPLIED 68.SECURE WOOD TO CONCRETE AND TO SOLID MASONRY WITH COUNTERSUNK SHALL SUBMIT CATALOG CUTS AND A COMPLETE HARDWARE SCHEDULE OF THE CONTRACTOR SHALL CHECK AND OBSERVATION. BETWEEN VISUALLY RELATED MEMBERS AND VENEERS. AT THE FACTORY.ALL FINISHES SHALL BE FREE FROM RUNS, SAGS AND OTHER BOLTS IN EXPANSION SLEEVES OR OTHER APPROVED MANNER, TO STEEL WITH FINISH HARDWARE. EACH ITEM LISTED IN THE HARDWARE SCHEDULE SHALL BE VERIFY ALL DIMENSIONS AND EXISTING VISUAL DEFECTS.ALL WOOD SHALL BE THROOGHLY HAND SMOOTHED AND COUNTERSUNK BOLTS,TO HOLLOW MASONRY AND TO DRYWALL WITH HEAVY IDENTIFIABLE WITH RESPECT TO MANUFACTURE, BRAND, CATALOG NUMBER, CONDITIONS ON SITE PRIOR TO 3. CONTRACTOR SHALL SUBMIT SCALE PDF FILES OF SHOP DRAWINGS OF ALL 19. INSPECT EACH PIECE OF LUMBER AND PLYWOOD OR EACH UNIT OR EACH UNIT HAND SANDED TO REMOVE ALL TRACES OF MACHINE AND TOOL MARKS. ALL DUTY COUNTERSUNK TOGGLE BOLTS. SPACE FASTENINGS NOT MORE THAN MATERIAL, AND FINISH. ALL SUBMITTALS SHALL FOLLOW THE SAME, WOODWORK SPECIFIED AND INDICATED ON THE DRAWINGS. SHOP DRAWINGS OF WOODWORK AFTER DRYING; DO NOT USE TWISTED, WARPED, BOWED OR STEEL OR OTHER METAL COMPLENTS SHALL BE DEBURRED,THOROUGHLY SIXTEEN (16) INCHES APART. HARDENED CUT NAILS, POWER-DRIVEN BEGINNING ANY WORK. REPORT ALL SHALL INDICATE ROOM PLANS AND ELEVATIONS AT 3/4" EQUALS V-0"SCALE AND OTHERWISE DAMAGED OR DEFECTIVE WOOD. CLEANED AND DEGREASED PRIOR TO FINISHING. REQUIREMENTS FOR FASTENINGS, OR OTHER SUITABLE DEVICES MAY BE USED WHERE APPROVED 5. REFERENCE SYSTEM USED IN THE ARCHITECTURAL DRAWINGS AND SCHEDULE DISCREPANCIES IN WRITING TO SOUSA TYPICAL CONSTRUCTION DETAILS AT 3" EQUALS V-0"SCALE. SHOP DRAWINGS SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH AWI STANDARDS. ALL BY THE ARCHITECT. WITH EACH CUT SUBMITTED CLEARLY MARKED WITH THE SAME REFERENCE DESIGN ARCHITECTS BEFORE SHALL INDICATE ALL MATERIALS THICKNESSES AND FINISHES. SHOP DRAWINGS 20.SOFTWOOD LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST WORK OF THIS SECTION IN CONTACT WITH CONCRETE OR MASONRY OR OTHER NUMBERS AS IN ARCHITECT'S HARDWARE SCHEDULES. PROCEEDING WITH THE WORK AND SHALL BE COMPLETE AND SHOW ALL ASPECTS OF FABRICATION INCLUDING ALL EDITION OF AMERICAN LUMBER STANDARDS SIMPLIFIED PRACTICE MOISTURE AREAS AND ALL CONCEALED SURFACES OF CABINET AND 69.CONNECTIONS AND FASTENINGS SHALL BE MADE IN SUCH MANNER AS WILL SHALL ACCEPT FULL RESPONSIBILITY GEOMETRIES, CONNECTIONS, DETAILS, FINISH HARDWARE,ANCHORS, RECOMMENDATION R-16. GRADES SHALL CONFORM TO THE GRADING RULES MILLWORK, SHALL BE BACK PAINTED WITH ONE (1)COAT OF OIL BASED PAINT COMPENSATE FOR SWELLING AND SHRINKAGE AND SHALL PERMIT THE WORK 6. WHERE SUBMISSION DIFFERS FROM SCHEDULE GIVEN HEREIN, USE DIFFERENT FOR SAME. DRAWINGS SHALL NOT BE FASTENINGS AND ACCESSORIES. SHOP DRAWINGS SHALL SHOW ALL JOINTING, OF THE ASSOCIATION HAVING JURISDICTION. PRIOR TO INSTALLATION, SHOP APPLIED WHERE PRACTICABLE. TO REMAIN PERMANENTLY IN PLACE WITHOUT ANY SPLITTING OR OPENING OF COLOR OR OTHER MEANS OF IDENTIFICATION TO BRING CHANGE TO THE SCALED. ALL WORK SHALL BE CARRIED JOINT TREATMENT AND BUTT JOINTING IN VENEERS AND PLASTIC LAMINATE. JOINTS. ATTENTION OF THE ARCHITECT. OUT IN ACCORDANCE WITH THE SHOP DRAWINGS FOR WOOD PANELING MUST SHOW COMPLETE ELEVATIONS 21. FRAMING AND ROUGH LUMBER: NO. 1 KD GRADE SOUTHERN PINE OR DENSE 42.AS FAR AS PRACTICABLE, USE CONCEALED FASTENINGS FOR JOINGING AND DRAWINGS AND SPECIFICATIONS, AND OF ROOMS TO RECEIVE PANELING AS WELL AS PANEL MATCHING REQUIRED BY CONSTRUCTION GRADE DOUGLAS FIR, HAVING EXTREME FIBER IN BENDING ASSEMBLING THE WORK. WHERE THIS IS IMPOSSIBLE,THE MEANS OF 70. MILLWORK SUBCONTRACTOR SHALL PROVIDE ALL HARDWARE REQUIRED FOR 7. SUBMIT SMAPLES AS REQUESTED BY ARCHITECT. DO NOT PROCEED WITH THESE SPECIFICATIONS. IN NO CASE SHALL CONTRACTOR TRACE OR USE AS STRESS OF AT LEAST 1700 PSI, SURFACED FOUR SIDES (S4S). PROVIDE FIRE SECURING SHALL BE PLACED IN INCONSPICUOUS PLACES AND METHODS OF FINISHED INSTALLATION OF CABINETS INCLUDING BUT NOT LIMITED TO THE INSTALLATION UNTIL SAMPLES HAVE BEEN APPROVED.APPROVED SAMPLES TO THE SATISFACTION OF THE OWNER BACKGROUNDS ARCHITECTS DRAWINGS. IN NO CASE SHALL INCOMPLETE SHOP RETARDANT TREATMENT MEETING REQUIREMENTS IN ACCORDANCE WITH JOINING AND ASSEMBLING SUBMITTED FOR ARCHITECT'S APPROVAL PRIOR TO FOLLOWING ITEMS, OR THEIR APPROVED EQUAL: MAY BE INSTALLED IN THE WORK AFTER SUBSTANTIAL COMPLETION OF WORK. AND THE ARCHITECT. DRAWINGS BE SUBMITTED OR ACCEPTED BY ARCHITECT. DELAYS TO THE GOVERNING CODES. FABRICATION. NAIL CONNECTIONS WILL NOT BE PERMITTED. -HINGES: HAFELE CONCEALED HINGES, SCHEDULE CAUSED BY LATE OR INCOMPLETE SHOP DRAWINGS SUBMITTAL -CATCHES: MAGNETIC;TOP AND BOTTOM. 8. PROMPTLY FOLLOWING APPROVAL OF THE HARDWARE SCHEDULE BY THE EACH CONTRACTOR SHALL SUBMIT TO WILL BE AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL 22. GROUNDS, BLOCKING, NAILERS, FOOTING: 43. MITER JOINTS BY JOINING, SPLINING,AND GLUING TO COMPLY WITH -PULLS: SELECTED BY THE ARCHITECT, ARCHITECT, FURNISH AND DELIVER TEMPLATE INFORMATION, TO THE SOUSA DESIGN ARCHITECTS FOR CHECK FIELD DIMENSIONS AND VERIFY ALL OPENINGS AND ACTUAL FIELD SOUTHERN PINE, DOUGLAS FIR OR SITKA SPRUCE, GRADE TO SUIT PARTICULAR REQUIREMENTS FOR THE SPECIFIED GRADE. LOCK MITER EXTERNAL CORNERS; -LOCKS: DIRECTED BY THE ARCHITECT. FABRICATORS, OF ITEMS TO WHICH FINISH HARDWARE IS TO BE APPLIED. SUCH APPROVAL: SHOP DRAWINGS, SAMPLES, CONDITIONS AS POSSIBLE PRIOR TO SUBMISSION OF SHOP DRAWINGS. PURPOSE AND TO BE STRAIGHT, SQUARE EDGED, STRAIGHT GRAINED, TONGUE AND GROOVE INTERNAL CORNERS TO ALLOW FOR CONTRACTION AND -DRAWER SLIDES: ACCURIDE, MODEL 7434, FULL EXTENSION, 100 LB. DELIVERIES SHALL BE MADE IN AMPLE TIME TO AVOID DELAYS IN SUCH WORK CUTS OF ALL THE ITEMS OF WORK SURFACED FOUR SIDES (S4S)AND WHICH WILL RETAIN NAILS AND SCREWS EXPANSION. CAPACITY. OF SAID FABRICATORS. PROVIDE DRAWINGS, SCHEDULES AND DETAILED PRIOR TO THEIR INCLUSION IN THE 4. CONTRACTOR SHALL SUBMIT THREE TWELVE (12) INCH SQUARE SAMPLES, WITHOUT SPLITTING. PROVIDE FIRE RETARDANT TREATMENT. -SHELF SUPPORTS: PIN AND GROMMET SYSTEM EQUAL TO NO. 282.01.701 INFORMATION TO OTHER TRADES AS NECESSARY FOR THEM TO CONSTRUCTION. ALL ITEMS TO BE SHOWING FULL RANGE OF VISUAL AND TEXTURAL VARIATION WHERE 44. PREPARE ALL COUNTERSUNK WOOD SCREW ATTACHMENTS FOR WOOD PLUGS. PIN AND 282,50.704 GROMMET MADE BY HAFELE. ACCOMMODATE AND PREPARE THEIR WORK TO RECEIVE THE FINISH INCLUDED SHALL BE APPROVED FOR APPLICABLE, OF EACH FINISH SHOWN IN THE FINISH SCHEDULE OR AS 23. LUMBER:AWI SECTION 100 WITH THE FOLLOWING REQUIREMENTS-HARDWOOD WOOD PLUGS SHALL MATCH SURROUNDING SPECIES AND GRAIN DIRECTION, -CLOSET HARDWARE: OVAL WARDROBE RAILS, CHROME PLATED STEEL HARDWARE. USE IN THE TOWN OF HYANNIS AND REQUIRED TO COMPLETE THE PROJECT INCLUDING BUT NOT LIMITED TO: FOR TRANSPARENT FINISH SHALL BE PREMIUM GRADE AS SHOWN IN THE PUTTY FILLING IS NOT ACCEPTABLE. WITH CENTER BRACKET AND WALL SUPPORT BRACKETS MADE BY HAFELE FINISH SCHEDULE. HARDWOOD FOR OPAQUE AND STAIN FINISH SHALL BE ANY OR APPROVED EQUAL. 9. FINISH HARDWARE SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF SHALL HAVE AN ASTM AND UL NUMBER A. PLASTIC LAMINATE, TWELVE (12) INCHES SQUARE, INCLUDING A SECTION HARDWOOD WHICH, WHEN FINISHED, WILL NOT SHOW ANY GRAIN, 45.MAINTAIN RELATIVE HUMIDITY AND TERMPERATURE DURING FABRICATION, THE AMERICAN INSURANCE ASSOCIATION,AND THE NATIONAL BOARD OF FIRE WHEN SUCH ITEMS REQUIRE THIS OF OUTSIDE CORNER. IMPERFECTION OR OTHER SURFACE DEFECTS WHEN USED WITH OPAQUE STORAGE AND FINISHING OPERATIONS MATCHING THAT OF THE AREAS OF 71.ALL ITEMS OF FINISH HARDWARE FURNISHED UNDER THIS SECTION SHALL BE UNDERWRITERS' LABORATORIES, INC., AND OTHER LOCAL AUTHORITIES DESIGNATION. EACH CONTRACTOR B. FINISH FOR EACH SPECIES OF SOLID WOOD,AND WOOD VENEER TO MDF, FINISH SPECIFIED. MILLWOKR CONTRACTOR SHALL USE ONLY FIRE-RETARDANT INSTALLATION. CAREFULLY FITTED AND SECURED IN PLACE AS PART OF THE WORK OF THIS HAVING JURISDICTION. SHALL CO-ORDINATE HIS WORK WITH FOR EACH FINISH SPECIFIED OR SHOWN. WOOD. SECTION. LOCATIONS AND POSITIONING OF HARDWARE SHALL BE SUBJECT TO ALL OTHER CONTRACTORS. C. EACH TYPE AND FINISH OF EACH TYPE OF WOOD CORNICE, TRIM 46. EXPOSED SURFACES SHALL BE FREE FROM DENTS, TOOL MARKS, WARPAGE, THE ARCHITECT'S APPROVAL. CARE SHALL BE TAKEN NOT TO MAR OR DAMAGE 10. FINISH HARDWARE SHALL BE UNIFORM IN COLOR AND FNISH AND FREE FROM MOLDING, ETC., EIGHT(8) INCHES LONG, FINISH AS SPECIFIED. 24. PLYWOOD: BUCKLE, GLUE AND OPEN JOINTS, OR OTHER DEFECTS AFFECTING HARDWARE, OR OTHER WORK. INSTALL DOORS PLUMB AND TRUE. HARDWARE IMPERFECTIONS AFFECTING ITS APPEARANCE, FUNCTION, OPERATION AND THE QUALITY OF WORKMANSHIP AND D. SPECIAL ASSEMBLIES OR INTERSECTION DETAILS. AWI SECTION 200; VENEER CORE, PARTICLE OR PLYWOOD CORE UNLESS SERVICEABILITY OR APPEARANCE. ACCURATELY FIT ALL JOINTS, CORNERS AND SHALL BE FITTED TO ASSURE OPERATION WITHOUT FORCING.AFTER SERVICEABILITY. SUCH HARDWARE SHALL BE SUITED AND ADAPTED TO ITS E. CABINET HARDWARE. OTHERWISE SPECIFIES, AND WITH THE FOLLOWING REQUIREMENTS:ALL MITERS. CONCEAL ALL FASTENERS. MAKE THREADED CONNECTIONS UP TIGHT PRELIMINARY FITTING OF HARDWARE, THE CONTRACTOR SHALL REMOVE TRIM REQUIRED USE AND SHALL FIT ITS RESPECTIVE LOCATION. MATERIALS USED SHALL COMPLY WITH PLYWOOD SHALL BE ASSEMBLED USING PHENOL FORMALDEHYDE ADHESIVE IN SO THAT THREADS ARE ENTIRELY CONCEALED. FOR PAINTING AND FINISHING WORK;AFTER WHICH HE SHALL REINSTALL THE ALL TOWN OF HYANNIS AND MA STATE 5. CONTRACTOR SHALL PROVIDE A FULL SCALE WORKMANSHIP MOCK-UP OF LIEU OF UREA FORMALDEHYDE. HARDWARE IN A PERMAMENT MANNER. UPON COMPLETION OF THE WORK, 11.WHERE THE FINISHED SHAPE OR SIZE OF MEMBERS RECEIVING FINISH BUILDING CODES. DRAWINGS SUBJECT SPECIFIED ITEMS AT A LOCATION SELECTED BY THE ARCHITECT FOR 47. INCLUDE ALL PREPARATIONS FOR MECHANICAL, ELECTRICAL,TELEPHONE AND BEFORE FINAL ACCEPTANCE OF THE BUILDING BY THE OWNER, THE HARDWARE ARE SUCH AS TO PREVENT OR RENDER UNSUITABLE THE USE OF TO APPROVAL BY ALL GOVERNMENTAL APPROVAL BEFORE GENERAL FABRICATION. MOCK-UP SHALL INCLUDE TYPICAL 25. MEDIUM DENSITY FIBER BOARD:AWI SECTION 200, ENGINEERED WOOD-BASED PLUMBING WORK REQUIRED INCLUDING CUT-OUTS,ATTACHMENTS, ETC. FOR A CONTRACTOR SHALL, IN THE PRESENCE OF THE ARCHITECT, SHOW THAT ALL THE SPECIFIC TYPES OR SIZES OF SUCH HARDWARE, SUITABLE TYPES OR AGENCIES HAVING JURISDICTION ALL CONDITIONS. MOCK-UP SHALL BE APPROPRIATE WIDTH BY FULL-HEIGHT. PANELS: MEDITE II FOR WALL PANELING AND MEDITE FR FOR CABINETS; COMPLETE INSTALLATION. HARDWARE IS IN SATISFACTORY WORKING ORDER; FIT ALL KEYS IN THEIR SIZES SHALL BE FUNISHED, HAVING AS NEARLY AS PRACTICABLE THE SAME NEW CONSTRUCTION TO COMPLY WITH REWORK MOCK-UP UNTIL APPROVED BY ARCHITECT. INSTALLED WORK SHALL PRODUCTS MANUFACTURE BY SIERRA PINE LTD, OR APPROVED EQUAL. RESPECTIVE LOCKS AND, UPON ACCEPTANCE OF THE WORK, SHALL TAGE AND FUNCTION, OPERATION AND QUALITY AS THE SPECIFIED HARDWARE. APPLICABLE HANDICAPPED MATCH APPROVED MOCK-UP. APPROVED MOCK-UP MAY REMAIN AS PART OF 48. COMPLY WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS FOR CUTTING DELIVER ALL KEYS TO THE ARCHITECT AND OWNER. ACCESSIBILITY LAWS. THE FINISHED BUILDING CONSTRUCTION IF PERMITTED BY THE ARCHITECT. 26.VENEERS: AWI SECTION 200 AND 500; ALL HARDWOOD VENEER FOR OPENINGS FOR EQUIPMENT TO BE INSTALLED AND PROVIDE INTERNAL 12. BOLTS, SCREWS AND OTHER FASTENINGS REQUIRED FOR THE APPLICATION OF A. MW-1 &2, BAR TOPS AND DIE WALLS TRANSPARENT FINISH TO BE PREMIUM GRADE FACE VENEERS AS SHOWN IN CORNERS OF 1/8"MINIMUM RADIUS TYPICAL. SMOOTH SAW CUT AND EASE 72.WHEN DIRECTED BY THE OWNER, AT ANY TIME DURING THE FIRST YEAR AFTER THE FINISHED HARDWARE SHALL BE OF SIZE AND TYPE TO FIT REQUIREMENTS B. MW-4, 5&6, BANQUETTES FINISH SCHEDULE OR SPECIFIED IN THIS SECTION. WOOD VENEERS SHALL BE EDGES. THE COMPLETION OF THE CONTRACT, THE CONTRACTOR SHALL RETURN TO AND SHALL BE OF THE SAME MATERIAL AND FINISH AS THE EXPOSED PARTS OF C. WOOD WALL&CLG PANELS, TYP JOINTS AND CORNERS SPECIFIED HEREIN, FLITCHES TO BE SELECTED BY ARCHITECT. VENEER SHALL THE BUILDING AND ADJUST AND REFIT THE WORK AND HARDWARE,AND LEAVE SUCH HARDWARE WHICH THEY ADJOIN. EXPOSED SCREWS AND BOLTS SHALL BE A MINIMUM 1/28"THICK. VENEER MUST BE FLITCH MATCHED, SEQUENCE 49. PROVIDE CONCEALED WOOD BLOCKING AND FRAMING,ANCHORS, CLIPS, SUCH ITEMS IN SATISFACTORY WORKING ORDER. HAVE COUNTERSUNK OVAL HEADS AND BOLTS SHALL BE PROVIDED WITH CAP 6. ANY MATERIALS OR HARDWARE PURCHASED OR FABRICATION WORK MATCHED, BOOK MATCHED, END MATCHED AND CENTER BALANCES. FACE SPLINES, SUPPORTING AND ATTACHING DEVICES. CUTS. COUNTERSUNK PART OF SCREW AND BOLT HOLES SHALL BE FINISHED ACCOMPLISHED BY THE CONTRACTOR WITHOUT THE RECEIPT OF APPROVED VENEERS FOR OPAQUE FINISH TO BE ANY CLOSED GRAIN HARDWOOD VENEER 73. INSTALL ALL MILLWORK TRUE TO LINES, PLUMB, LEVEL, SQUARE,ALIGNED,AND SMOOTHLY WITHOUT SHARP EDGES AND FORM A FIRM SEAL FOR SUCH SCREW SHOP DRAWINGS OR SAMPLES FROM THE ARCHITECT AND NOT COMPLIANT THAT, WHEN FINISHED, WILL NOT SHOW GRAIN, IMPERFECTION OR OTHER 50.ALL PANELS SHALL BE AWI SECTION 500, PREMIUM GRADE CONSTRUCTION. STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED AND BOLT HEADS. FULL THREADED WOOD SCREWS SHALL BE FURNISHED FOR WITH THE DESIGN INTENT SHALL BE REPLACED AT THE CONTRACTORS SURFACE DEFECTS WHEN USED WITH THE OPAQUE FINISH SPECIFIED. PANEL JOINTS TO BE FLUSH TYPE UNLESS OTHERWISE SHOWN. SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" FOR PLUMB AND LEVEL ALL WOOD APPLICATIONS. NO THRU BOLTS WILL BE ALLOWED. EXPENSE. BACKING VENEER TO BE PROVIDED ON ALL PANELS OF THE SAME THICKNESS (INCLUDING COUNTERTOPS), AND WITH 1/16" MAXIMUM OFFSET IN FLUSH AND STRENGTH AS THE FACE VENEER FOR BALANCED CONSTRUCTION, WHERE 51.ALL CABINET DOOR AND DRAWER FACE CONSTRUCTION SHALL BE"FLUSH ADJOINING SURFACES, 1/8"MAXIMUM OFFSET IN REVEALED ADJOINING 13. CONTRACTOR TO PROVIDE A MINIMUM OF THREE (3) HINGES PER DOOR LEAF 7. THE CONTRACTOR SHALL CHECK FIELD DIMENSIONS AND VERIFY ALL PLYWOOD SURFACE NOT EXPOSED, NOT SEMI-EXPOSED, OR NOT FINISHED. OVERLAY" UNLESS OTHERWISE SHOWN. PROVIDE 3/4"THICK DOORS, DRAWER SURFACES. UP TO T-6" HIGH. PROVIDE ONE ADDITIONAL HINGE PER 2'-6" OR FRACTION OPENINGS AND ACTUAL FIELD CONDITIONS PRIOR TO FABRICATION OF WORK. NOTE THAT INTERIOR SURFACE OF CABINETS AND CLOSETS ARE TO BE FRONTS AND FIXED PANELS EXCEPT WHERE REQUIRED TO BE THICKER BY THEREOF. HINGES SHALL BE OF TYPES, SIZES AND MATERIALS AS REQUIRED ANY ELEMENTS OF MILLWORK THAT DO NOT FIT WITHIN FIELD CONDITIONS FINISHED. STANDARDS,AND PROVIDE FLUSH UNITS. 74.SCRIBE AND CUT WORK TO FIT ADJOINING WORK, AND REFINISH CUT TO SUIT DOOR WEIGHTS THICKNESSES AND FIRE RATINGS. HINGE SIZES SHALL ARE TO BE REPLACED AT CONTRACTORS EXPENSE. SURFACES OR REPAIR DAMAGED FINISH AT CUTS. BE DETAILED SO THAT THE LEAST AMOUNT OF PROJECTION SHALL BE VISIBLE 27. FINISHING (WOOD):AWI FACTORY FINISH SYSTEM NO. TR-2,AWI PREMIUM 52. PROVIDE WOOD VENEERS FOR TRANSPARENT FINISH, OF MATCHING AND FROM THE FRAME. UNLESS OTHERWISE SPECIFIED HINGES SHALL HAVE GRADE: TO BE AS SHOWN IN THE FINSH SCHEDULE WITH STAIN COLOR, CONTINUING GRAIN, FOR DRAWER AND DOOR EDGES AS WELL AS EDGE 75.ANCHOR WOODWORK TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY CONCEALED BALL-BEARINGS (COMBINATION ANTI-FRICTION OR OIL 8. ARCHITECTURAL DRAWINGS SHOW DESIGN INTENT AND ARE FOR DIMENSIONAL OPAQUE COLOR, AND DEGREE OF SHEEN AS SELECTED BY ARCHITECT, TREATMENTS OF ALL PANELS AND CASE BODY MEMBERS. RUN VENEER IN THE ATTACHED TO SUBSTRATES. SECURE TO GROUNDS, STRIPPING AND BLOCKING IMPREGNATED)AND THREE (3) KNUCKLES. STANDARD DOORS SHALL HAVE AND AESTHETIC PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR PLASTIC LAMINATE: FACE SHEETS TO BE NEMA PUBLICATION LD3, GRADE GP50, DIRECTION SHOWN ON THE DRAWINGS, OR AS DIRECTED BY THE ARCHITECT. WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS NON-RISING PINS. DOORS EXPOSED TO THE PUBLIC,AND OTHER SECURE ESTABLISHING DEISNG, DETAILING AND EXECUTION OF MILLWORK AS TYPE I, 0.050"THICK GENERAL PURPOSE TYPE (HIGH PRESSURE), AS REQUIRED FOR A COMPLETE INSTALLATION. AREAS, AS DETERMINED BY THE OWNER, SHALL HAVE NON-REMOVABLE PINS. REQUIRED FOR RIGIDITY AND STRUCTURAL STABILITY. MODIFICATIONS TO MANUFACTURED BY FORMICA, NEVAMAR, WILSON-ART COLOR, PATTERN AND 53.ALL VENEERED DOORS AND PANELS ARE TO BE PROVIDED WITH BACKING CONFORM TO THESE REQUIREMENTS THAT DEVIATE FROM THE PROFILES FINISH AS SELECTED BY ARCHITECT. NON-DECORATIVE BACKING SHEETS TO VENEER, OF SAME SPECIES, THICKNESS AND STRENGTH AS FACE VENEER FOR 76. PROVIDE A SYSTEM OF CONCEALED PANEL HANGER CLIPS, SHIMS AND 14, UNLESS OTHERWISE INDICATED, CLOSERS SHALL NOT BE VISIBLE ON THE SHOWN IN THE DRAWINGS ARE TO BE REVIEWED FOR APPROVAL WITH THE BE HIGH PRESSURE PLASTIC LAMINATE, NEMA LD3, GRADE BK20, 0.02"THICK. BALANCED PANEL CONSTRUCTION. VENEERED SURFACES NOT EXPOSED TO CORRESPONDING WALL CLIPS TO SUPPORT PANEL SYSTEMS. FACE PUBLIC SIDE OF DOORS. CLOSERS OPENING INTO PUBLIC SPACES SHALL BE ARCHITECT PRIOR TO SUBMITTING SHOP DRAWINGS. EDGES TO BE FINISHED WITH PLASTIC LAMINATE TO MATCH FACE AND APPLIED VIEW NEED NOT BE MATCHED. FASTENINGS SHALL NOT BE PERMITTED. HANG PANELS IN THE DESIGNATED PROVIDED WITH PARALLEL ARMS AND BRACKETS TO SUIT. CLOSERS SHALL BE BEFORE FACE SHEETS ARE APPLIED, UNLESS OTHERWISE SHOWN OR LOCATIONS, PANELS SHALL BE STRAIGHT, LEVEL, FLAT AND FLUSH WITH SIZED IN ACCORDANCE WITH THE ACCEPTED MANUFACTURER'S STANDARDS 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCHEDULE AND SPECIFIED. 53.ALL VISIBLE EDGES OF MILLWORK ELEMENTS FABRICATED FROM PLYWOOD OR ADJOINING PANELS. WHERE REVEALS ARE INDICATED, KEEP PANELS SPACED TO SUIT HEIGHT, WIDTH, WEIGHT OF DOOR AND DRAFT CONDITIONS. WORK OF MILLWORK SUBCONTRACTOR WITH OVERALL PROJECT SCHEDULE -PLASTIC LAMINATE FOR HORIZONTAL SURFACES: 0.050"THICK, GENERAL MDF TO BE FACED WITH WOOD VENEER SHALL HAVE SOLID WOOD STOCK EDGE SO THAT REVEALS ARE PARALLEL AND OF WIDTHS SHOWN. AND WORK OF OTHER TRADES AND SUBCONTRACTORS TO ENSURE PROPER PURPOSE TYPE (HIGH PRESSURE) NOSING OF SPECIES TO MATCH FACE VENEERS. 15.COORDINATE NEW KEYING BUILDING REQUIREMENTS WITH REQUIREMENTS. SCHEDULING FOR FABRICATION AND INSTALLATION OF THE WORK SPECIFIED -PLASTIC LAMINATE FOR EXTERNAL VERTICAL SURFACES: 0.028"THICK, 77. MILLWORK SUBCONTRACTOR SHALL SHIM AND LEVEL ALL COUNTERS TO BE LOCKS TO MECHANICAL EQUIPMENT ROOMS, ELECTRICAL PANEL ROOMS, ISSUED FOR: HEREIN AND TO ENSURE THAT PROPER PROVISIONS ARE MADE FOR THE GENERAL PURPOSE TYPE (HIGH PRESSURE) 54.ALL HIGH PRESSURE PLASTIC LAMINATE WORK SHALL BE SOLID, IN ONE PIECE LOCATED OVER FILES, AND PROVIDE A STABLE TEMPORARY SUPPORT UNTIL TELEPHONE EQUIPMENT RROOOMS,AND JANITOR'S CLOSETS SHALL BE KEYED INSTALLATION OF THE WORK SPECIFIED HEREIN. -PLASTIC LAMINATE FOR POST FORMING: 0.042"THICK, POST FORMING (HIGH AND WITHOUT SPLICE JOINTS (EXCEPT WHERE PROHIBITED BY THE MAXIMUM FILES ARE DELIVERED FOR INSTALLATION. CONTRACTOR TO PROVIDE FILLER ALIKE. FINAL KEYING REQUIREMENTS SHALL BE AS DETERMINED BY THE PRESSURE) AVAILABLE SIZE OF THE MANUFACTURED PLASTIC LAMINATE MATERIALS)AND STRIPS AS REQUIRED BETWEEN FILE CABINETS AND SURROUNDING WALLS AND OWNER. PERMIT 10.MILLWORK SUBCONTRACTORS SHALL COORDINATE MILLWORK DETAILING AND -PLASTIC LAMINATE FOR CABINET LININGS: 0.020"THICK, CABINET LINER SHALL BE BONDED TO THE CORE STOCK USING THE"HOT PLATE" PRESS CEILINGS. SCHEDULING WITH THE WORK OF ALL OTHER TRADES WHOSE WORK COMES (HIGH PRESSURE) METHOD. ALL EDGES AND EXPOSED CORNERS TO BE FINELY JOINED; 16. PROVIDE STOPS AND BUMPERS AT ALL DOORS TO LIMIT THE DEGREE OF INTO CONTACT WITH THE MILLWORK, INCLUDING BUT NOT LIMITED TO -PLASTIC LAMINATE FOR CONCEALED PANEL BACKING: 0.020"THICK, BACKER UNSIGHTLY JOINTS, NICKS, SCRATCHES, CHOPS DEFECTS WAVY OR UNEVEN 78.AT REGULAR INTERVALS DURING THE COURSE OF THE WORK,ALL DEBRIS AND OPENING, HELPING TO PREVENT DAMAGE TO ADJACENT WALLS, COLUMNS, PARTITION AND FINISHING TRADES,AUDIOVISUAL, TELECOM AND ELECTRICAL TYPE (HIGH PRESSURE) LAMINATION WILL BE REJECTED. IF JOINTS ARE REQUIRED DUE TO LENGTH OF EXCESS MATERIAL SHALL BE CLEANED AND REMOVED FROM THE SITE. UPON EQUIPMENT,THE DOOR OR ITS HARDWARE. ALL STOPS TO BE FASTENED TO SOUSA design WIRING AND DEVICES TO ENSURE THAT PROPER PROVISIONS ARE MADE FOR UNIT, JOINTS TO BE CENTERED SYMMETRICALLY OVER THE LENGTH OF THE COMPLETION OF INSTALLATION, CLEAN ALL SPACES OF DEBRIS CAUSED BY CONCRETE SHALL USE EXPANSION SHIELDS AND MACHINE SCREWS. THE INSTALLATION OF THE WORK SPECIFIED HEREIN,AND VERIFY ALL 28. METAL: STRUCTURAL STEEL SHAPES AND PLATES TO BE AST, A36. HOT-ROLLED UNIT. WOODWORK INSTALLATION. A r C h i t e C t s DIMNESIONS IN THE FIELD PRIOR TO FABRICATION OF ALL ARCHITECTURAL CARBON STEEL SHEETS TO BE COMMERCIAL QUALITY, ASTM A569, AND MAY BE 17. PROVIDE CONCEALED FASTENERS WHERE PRACTICAL FOR ALL PUSHES AND WOODWORK TO ASSURE PROPER FIT. USED FOR CONCEALED PARTS ONLY. ZINC CHROMATE PRIMER FINISH FOR 55. COUNTERTOPS, COUNTERS, COUNTER FRONTS, SHELVES DOORS, DRAWER 79. PROTECT ALL WOODWORK FROM MARRING, DEFACEMENT OF OTHER DAMAGE PULLS. WHERE EXPOSED FASTENENERS ARE REQUIRED PROVIDE FLUSH TYPE UNEXPOSED METAL ONLY. EXPOSED METAL TO BE SHOWN IN THE FINISH FACES, ETC., INDICATED ON DRAWINGS TO HAVE PLASTIC LAMINATE, SHALL UNTIL FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE OWNER. FINISHED TO MATCH PUSH OR PULL. 81 Boylston street,end Floor 11.WHERE ELECTRICAL WORK IS SPECIFIED IN CABINETS, LAMPS AND FIXTURES SCHEDULE. HAVE PLASTIC LAMINATE SHOP APPLIED TO 3/a" MINIMUM THICK PANEL CORE, REPAIR OR REPLACE ALL DEFECTIVE UNITS PRIOR TO FINAL INSPECTION AS Boston,MA 02"5 ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. CUTOUT FOR WITH PLASTIC LAMINATE BACKING SHEET ON UNDER OR BACK SIDES AS DIRECTED BY THE ARCHITECT. ANY UNITS THAT CANNOT BE SATISFACTORILY 18.PROVIDE SILENCERS FOR ALL NON-GASKETED AND NON-WEATHERSTRIPPED 617.879.9100 SWITCHES, OUTLETS, AND WIRING DEVICES TO BE INSTALLED IN CABINETRY IN 29. FASTENERS: REQUIRED FOR BALANCED CONSTRUCTION. PROVIDE TOP MOUNTD REPAIRED IN THE OPINION OF THE ARCHITECT SHALL BE REPLACED WITH NEW FRAMES. PROVIDE THREE (3) FOR EACH SINGLE SWING DOOR AND TWO (2) FOR www.sousadesign.com THE FIELD ARE BY THE WOODWORK CONTRACTOR AND ARE TO BE -WOOD SCREWS: FS FF-S-111, TYPE , SIZE, MATERIAL AND FINISH AS REQUIRED BACK-SPLASH AND END-SPLASH, FULLY COVERED WITH MATCHING PLASTIC UNITS OF SAME ORIGINAL DESIGN, AT NO ADDITIONAL COST TO THE OWNER. EACH PAIR OF DOORS. COORDINATED WITH THE GENERAL CONTRACTOR. FOR THE CONDIION OF USE. LAMINATE AND EASED EDGES, MITERED OR SQUARE BUTT JOINT PER -NAILS: FS FF-N-105, TYPE, SIZE, MATERIAL AND FINISH AS REQUIRED FOR THE DRAWINGS. EXPOSED COUNTER EDGES TO HAVE PLASTIC LAMINATE MATCHING 80. FINAL TOUCH-UP, CLEANING AND POLISHING/AFTER DELIVERY AND 19. MAKE PERIODIC CHECKS DURING CONSTRUCTION IN ORDER TO ASCERTAIN 12. FIELD VERIFY LOCATION OF ALL HOLES THROUGH ALL NEW COUNTERTOPS AND CONDITION OF USE. SURFACE, EXCEPT AS OTHERWISE INDICATED. EASE ALL EXPOSED EDGES OF INSTALLATION SHALL BE THE REPSONSIBLITY OF THE INSTALLING THAT THE FINISH HARDWARE FURNISHED AS BEEN INSTALLED CORRECTLY. MILLWORK. PROVIDE A GROMMET INSERT AT EACH LOCATION WHERE -ANCHORS:TYPE, SIZE, MATERIAL AND FINISH AS REQUIRED FOR THE OVERLAPPING TOP SHEETS. PLASTIC LAMINATE SHALL BE PRESSURE SUBCONTRACTOR, AND SHALL INCLUDE THE FILLING AND TOUCH-UP OF AFTER COMPLETION OF ALL CONSTRUCTION WORK, ADJUST FINISH HARDWARE ELECTRICAL,VOICE/DATA OUTLETS OCCUR. SEE DETAILS FOR SIZES, CONDITION OF USE. LAMINIATED TO CORES WITH LAMINATE AT EXTERNAL CORNERS. GLUE STAINS EXPOSED JOB MADE OPENINGS, REFINISHING OF RAW SURFACES RESULTING TO WORK PROPERLY; TEST ALL KEYS AND ADJUST AS REQUIRED FOR SMOOTH, I AR LOCATIONS AND FINISHES OF GROMMET. -STAPLES: UPHOLSTERY TYPE STAPLES OF SUFFICIENT STRENGTH TO HOLD ON FINISHED WORK WILL NOT BE PERMITTED. PROVIDE CONCEALED WOOD FROM JOB FITTING, REPAIR OF JOB INFLICTED SCRATCHES AND MARS, AND FREE OPERATION. ;I(E Cy FABRIC TAUT IN PLACE WITHOUT SAGGING. FRAMING TO SUPPORT ALL COUNTERS OR TOPS, SECURELY FASTENED TO FINAL CLEANING UP OF THE FINISHED SURFACES. N A. I 13. MILLWORK SUBCONTRACTOR SHALL COORDINATE WITH THE GENERAL WALL AND TO UNDERSIDE OF COUNTERS. � ` ` ��� CONTRACTOR ON THE LOCATION AND INSTALLATION OF ALL GROUNDS AND 30.ADHESIVES: FOR LAMINATING PLASTIC LAMINATE SURFACES TO BE MELAMINE, BLOCKING INSIDE THE WALL CONSTRUCTION RELATED TO CABINETWORK, PHENOL-RESIN, OR RESORCINOL-RESIN COMPLLYING WITH FS MMM-A-181: 57.SEAL CUT EDGES OF COUNTERS OR TOPS AT OPENINGS FOR SINKS AND OTHER No. 958 -' � TYPE, GRADE AND BEST SUITED FOR THE PURPOSE. FOR ALL OTHER USES TO "WET" EQUIPMENT, USING WATERPROOFING COMPOUND RECOMMENDED BY CAMBRIDG � 14. MILLWORK SUBCONTRACTOR SHALL INSPECT THE ALIGNMENT OF ALL GYPSUM BE MOISTURE RESISTANT COMPLLYING WITH FS MMM-A125,TYPE II, OR PLASTIC MANUFACTURER AND COMPATIBLE WITH LAMINATING ADHESIVE. 'o, V.ass. BOARD CONSTRUCTION AND EXAMINE THE SUBSTRATE AND THE CONDITIONS MMM-A-188,TYPE I, II, OR III. IN NO CASE SHALL UREA FORMALDEHYDE BE USED ," UNDER WHICH THE WORK OF THIS SECTION IS TO BE PERFORMED, AND NOTIFY IN ANY LAMINATING ADHESIVES. 58.TOPS, SIDES, BACKS, BOTTOMS, DIVIDERS, SHELVES, FRONTS, DOORS AND THE CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS,AND IS NOT DRAWER FRONTS SHALL BE OF PLYWOOD OR MDF CORE, WITH THE SPECIFIED TO PROCEED WITH WORK UNDER THIS SECTION UNTIL UNSATISFACTORY 31. FABRICATION: WOOD VENEER OR PLASTIC LAMINATE AS INDICATED ON DRAWINGS. CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO ALL FABRICATE ALL MILLWORK TO THE"PREMIUM GRADE"STANDARDS OF THE AWI. PARTIES. 59. UNLESS OTHERWISE NOTED OR SHOWN IN THE DRAWINGS DRAWER SIDES AND 32.AFFORD ARCHITECT EVERY FACILITY FOR SINPECTION OF WORK AT SHOP OR BACKS SHALL BE '/z"THICK SOLID CLEAR SELECTED WHITE BIRCH, SUITABLE 15.ALL MATERIALS AND WORK OF THIS SECTION SHALL BE PROTECTED FROM MILL AT SUCH TIMES AS THE ARCHITECT MAY SELECT. FOR CLEAR FINISH. DRAWER BOTTOM SHALL BE 3/8"THICK PLYWOOD WITH DAMAGE, FROM TIME OF SHIPMENT FROM SHOP TO FINAL ACCEPTANCE OF CLEAR SELECTED WHITE BIRCH VENEERS, SUITABLE FOR CLEAR FINISH. WORK. COVER VENTILATE, AND PROTECT WORK OF THIS SECTION FROM 33. BEFORE PROCEEDING WITH FABRICATION OF WOODWORK REQUIRED TO BE Job # 1605 DAMAGE CAUSED BY WEATHER, MOISTURE, HEAT, STAINING, DIRT, ABRASIONS, FITTED TO OTHER CONSTRUCTION, OBTAIN FIELD MEASUREMENTS AND VERIFY 60. FIXED SHELVES SHALL BE DADOED INTO SIDE SUPPORTS AND GLUED. SIMPLE ANY OTHER CAUSES WHICH MAY ADVERSELY AFFECT APPEARANCE OF USE, ALL DIMENSIONS OF SHOP DRAWING DETAILS AS REQUIRED FOR ACCURATE SHELVES WITHOUT NOSING SHALL BE 3/4"THICK FOR SPANS UP TO 30"; FOR OR WHICH MAY CAUSE DETERIORATION OF FINISH, WARPING, DISTORTION, FIT. SPANS OF 30"TO 48" SHELVES SHALL BE 1"THICK.ADJUSTABLE SHELVES IN TWISTING, OPENING OF JOINTS AND SEAMS, DELAMINATION, LOOSENING, ETC., CABINETS SHALL HAVE GROMMETS SPACED 2"O.C. UNLESS OTHERWISE Drawn by: P.W. Ckd by: S.A.S. OF THIS SECTION. KEEP ALL FINISH CARPENTRY, MILLWORK, AND CABINET 34.MACHINE AND SAND WOODWORK TO COMPLY WITH REQUIREDMENTS OF NOTED. WORK UNDER COVER BOTH IN TRANSIT AND AT PREMISES. DO NOT DELIVER STANDARDS FOR SPECIFIED GRADE, COMPLY WITH AWI SECTION 1500, ANY FINISH CARPENTRY, MILLWORK OR CABINET WORK BEFORE IT IS PREMIUM GRADE FOR SANDING, FILLING COUNTERSUNK FASTENERS, BACK 61. MILL ALL FINISH WOOD ACCURATELY TO DETAIL, WITH CLEAN CUT MOLDINGS, Date: 05.09.2016 REQUIRED FOR INSTALLATION. PROTECT SUCH WORK TO AVOID DAMAGE IN PRIMING AND SIMILAR PREPARATIONS FOR THE FINISHING OF ARCHITECTURAL PROFILES AND LINES, MACHINED, SANDED SMOOTH, HOUSED, JOINTED, TRANSIT, DURING ERECTION AND AFTER ERECTION UNTIL ACCEPTANCE OF WOODWORK, AS APPLICABLE TO EACH UNIT OF WORK. MACHINE SAND WITH BLOCKED, PUT TOGETHER IN THE BEST MANNER, WITH PROVISION FOR BUILDING; USE ALL SUCH METHODS TO PROVIDE THE PROPER PROTECTION. GRAIN, FINISH WITH HAND SANDING, LEAVE EXPOSED SURFACES FREE FROM SWELLING AND SHRINKAGE, AND TO ASSURE THE WORK REMAINING IN PLACE REMOVE SUCH PROTECTION WHEN DIRECTED BY THE ARCHITECT. DELIVER MACHINE OR TOOL MARKS THAT WILL SHOW THROUGH THE FINISH. WITHOUT WARPING, SPLITTING OR OPENING JOINTS. FINISH CARPENTRY, MILLWORK, AND CABINET WORK IN A DRY STABLE Revisions CONDITION; PROTECT SAME AGAINST INJURY AND DAMPNESS. NO NOT STORE 35. FABRICATE WOODWORK TO DIMENSIONS, PROFILES AND DETAILS SHOWN. 62.CUT TRIM TO DIMENSIONS AND PROFILES SHOWN, FROM SOLID STOCK. MAKE __ OR INSTALL FINISH CARPENTRY, MILLWORK OR CABINET WORK UNTIL AFTER ROUTE OR GROOVE BACK OF FLAT TRIM MEMBERS, KERF BACKS OF OTHER ALL TRIM AND THE LIKE IN SINGLE LENGTHS WHEREVER POSSIBLE, JOINTS THE CONCRETE, MASONRY,AND PLASTER WORK ARE THOROUGHLY DRY. WIDE FLAT MEMBERS EXCEPT PLYWOOD OR VENEERED MEMBERS. MITERED, GLUED AND SPLINED. CONTINOUS MEMBERS SHALL HAVE TIGHT _____ DAMAGED OR DEFECTIVE ITEMS OR WORK OF THIS SECTION ARE SUBJECT TO FLUSH JOINTS, DOWELED OR SPLINED AND GLUED. _ __ REJECTION AND REPLACEMENT WITH NEW BY CONTRACTOR, AT NO COST TO 36. MITER JOINTS BY JOINING, SPLINGING AND GLUING TO COMPLY WITH THE OWNER. REQUIREMENTS FOR THE SPECIFIED GRADE. 63. MAKE ALL JOINTS HAIRLINE TIGHT, FITTED ACCURATELY AND JOINED WITH HARDWOOD SPLINES OR DOWELS, GLUED TOGETHER, OR BY OTHER METHOD 16.JOB CONDITIONS: HUMIDITY AND TEMPERATURE CONTROLS:ADVISE 37. PROVIDE LUMBER FRAMING FOR ARCHITECTURAL WOODWORK, COMPLETE APPROVED BY ARCHITECT, CONTRACTOR OF REQUIREMENTS FOR MAINTAINING HEATING, COOLING AND WITH ALL BRACING AND FASTENING DEVICES AS REQUIRED FOR A RIGID _ VENTILATION IN INSTALLATION AREAS AS REQUIRED TO REACH RELATIVE INSTALLATION, AND AS REQUIRED TO SUSTAIN THE IMPOSED LOADS. 64. EXECUTION: HUMIDITY NECESSARY TO MAINTAIN OPTIMUM MOISTURE CONTENT SPECIFIED EXAMINE THE AREAS AND CONDITIONS WHERE ARCHITECTURAL WOODWORK IS FOR WOODWORK. DETERMINE EQUILIBRIUM MOISTURE CONTENT SPECIFIED 38.MATERIAL THICKNESSES: SEE DRAWINGS FOR GENERAL MATERIALS TO BE INSTALLED AND CORRECT ANY CONDITIONS DETRIMENTAL TO THE FOR WOODWORK. DETERMINE EQUILIBRIUM MOISTURE CONTENT AND THICKNESSES. MINIMUM THICKNESS OF SOLID LUMBER FOR WEB FRAMES, PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE MAINTAIN REQUIRED TEMPERATURE AND RELATIVE HUMIDITY AS REQUIRED TRIM, BASES, ETC., SHALL BE W. MINIMUM THICKNESS OF PLYWOOD AND WORK UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED TO PERMIT FOR A TOLERANCE OF PLUS OR MINUS ONE (1) PERCENT OF THE SPECIFIED PARTICLEBOARD SHALL BE 3/4". PROPER INSTALLATION OF THE WORK. OPTIMUM MOISTURE CONTENT UNTIL WOODWORK RECEIVES SPECIFIED FINISHES. REFER TO"GUIDE TO WOOD SPECIES SELECTION,"AWI, FOR METHOD OF DETERMINING EQUILIBRIUM MOISTURE CONTENT VALUES. GENERAL NOTES A=0m4 I . I These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-132 HYANNIS, MA 02601 TYPICAL HC ACCESSIBLE EDGE PROTECTION AND HANDRAIL EXTENSIONS TYPICAL HC ACCESSIBLE MANEUVERING CLEARANCES AT DOORS 36 4'-0" 4'-0" �LEVEL LANDING 3211 a ALL DRAWINGS, SPECIFICATIONS AND cii = �, ARCHITECTURAL DESIGNS ARE THE p� SURFACE OF RAMP ;�] v J W a PROPERTY OF SOUSA DESIGN LEVEL LANDING N Q o (__ ARCHITECTS AND SHALL NOT BE P r- c� REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT �'�----- NIS / 77 7 77- / j OPENING ACCESSIBLE ROUTE WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND HORIZONTAL PROJECTION OR RUN OPENINGS AND ACCESSIBLE ROUTES - 521 CMR Fig. 26a Two Hin ed Doors in Series Two Hinged Doors in Series VERIFY ALL DIMENSIONS AND EXISTING y j Scale 1/4"=1'-0" Scale 1/4"=1'-0" Scale 1/4"=1'-0" CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL X 3'-0" DISCREPANCIES IN WRITING TO SOUSA MAXIMUM RISE MAXIMUM HORIZONTAL PROJECTION - / PUSH SIDE DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SLOPE IN MM FT M SHALL ACCEPT FULL RESPONSIBILITY Z FOR SAME. DRAWINGS SHALL NOT BE 1:12<1:16 30 762 30 9 PULL SIDE SCALED. ALL WORK SHALL BE CARRIED 1:16<1:20 30 762 40 12 - Q OUT IN ACCORDANCE WITH THE ;t DRAWINGS AND SPECIFICATIONS, AND z � I I TO THE SATISFACTION OF THE OWNER 1 I AND THE ARCHITECT. AAB Components of Single Ramp Run and Sample Ramp Dimensions - 521 CMR Fig. 24a o Scale 1/2"=1'-0" I 18" MIN EACH CONTRACTOR SHALL SUBMIT TO I SOUSA DESIGN ARCHITECTS FOR 1'-0" MIN V-0" MIN APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK 'NOTE: X=12" MIN IF DOOR HAS BOTH A CLOSER & LATCH 4'-0" CLEAR PRIOR TO THEIR INCLUSION IN THE c�,l Front Approach - Swinging Doors- 521 CMR Fig. 26d Front Approach - Swinging Doors - 521 CMR Fig. 26e CONSTRUCTION. ALL ITEMS TO BE 1'-0" Scale 1/4"=1'-0" INCLUDED SHALL BE APPROVED FOR Scale 1/4"= 4-6 MIN USE IN THE TOWN OF HYANNIS AND / / PUSH SIDE SHALL HAVE AN ASTM AND UL NUMBER 00 WHEN SUCH ITEMS REQUIRE THIS PULL SIDE DESIGNATION. EACH CONTRACTOR cr) z\ - - - ------------- SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. o LEVEL LEVEL ;r THE QUALITY OF WORKMANSHIP AND LANDING LANDING ii X } MATERIALS USED SHALL COMPLY WITH } / ALL TOWN OF HYANNIS AND MA STATE BUILDING CODES. DRAWINGS SUBJECT ADA Edcle Protection Curb ADA Edge Protection Curb Section TO APPROVAL BY ALL GOVERNMENTAL kl-jScale 1/4"=1'-0" Scale 1/4"=1'-0" \ AGENCIES HAVING JURISDICTION ALL NOTE: X -36" MINIMUM IF Y= 60" NEW CONSTRUCTION TO COMPLY WITH 4'-0" CLEAR X=42" MINIMUM IF Y= 54"to 59" APPLICABLE HANDICAPPED V-0" MIN 1'-0" MIN -.— 'NOTE: Y = 42" MIN IF DOOR HAS NO CLOSER ACCESSIBILITY LAWS. Hinge Side Approach - Swinging Doors- 521 CMR Fig. 26e Hinge Side Approach - Swinging Doors- 521 CMR Fig. 26d ------------ ca e = - cale 1 4 =1 - co - — -- N M 2' 0" MIN PUSH SIDE co PULL SIDE X 2'-0" MIN z LEVEL LEVEL 7 2i LANDING LANDING q I I if ADA Handrail Extension Wall - 521 CMR Fig. 24b ADA Handrail Extension Wall Section - 521 CMR Fig. 24b } Scale 1/4"=1'-0" Scale 1/4"=1'-0" 4'-0" CLEAR u } I I 1'-0" MIN 1'-0" MIN NOTE: Y= 54" MINIMUM IF DOOR HAS CLOSER NOTE: Y=42" MINIMUM IF DOOR HAS NO CLOSER Latch Side Approach - Swinging Doors- 521 CMR Fig. 26d Latch Side Approach - Swinging Doors- 521 CMR Fig. 26e Scale 1/4"=1'-0" Scale 1/4"=V-0" T � ISSUED FOR: 4'-6"M I N LEVEL LEVEL / PERMIT LANDING LANDING r------------i - ADA Vertical Guard Rail ADA Vertical Guard Rail Section � . , SOUSA design Scale 1/4"=1'-0" Scale 1/4"=1'-0" z 1'o" 4 A r c h i t e c t s 4'-0" CLEAR M 1— 81 Boylston Street,2nd Floor —._ Boston,MA 02445 617.879.9100 1'-0" MIN 1'-0"MIN www.sousadeslgn.aom Front Approach- Sliding and Folding Doors- 521 CMR Fig. 26f Slide Approach-Sliding and Folding Doors-521 CMR Fig. 26f0 Scale 1/4"=1'-0" Scale 1/4"=1'-0" 00 ��� o X 2'-0"MIN M N a0 -- r-------- -----i (�� C C7 � T -- Li / i z ' E LEVEL LEVEL o g v It LANDING LANDING ' CA RI E iu r� ADA Railin2 with Extended Platform - 521 CMR Fig. 24b ADA Railing with Extended Platform Section - 521 CMR Fig. 24b Scale 1/4"=1'-0" Scale 1/4"=1'-0" Latch Side Approach-Sliding and Foldinq Doors-521 CMR Fig. 26f Scale 1/4"=1'4' TYPICAL HC ACCESSIBLE LANDINGS & MANEUVERING CLEARANCES AT RAMP TYPICAL HC ACCESSIBLE USABLE TREAD WIDTH AND ACCEPTABLE NOSING Job # 1605 S-0"MIN 91 Drawn by: P.W. Ckd by: S.A.S. LEVEL W -- ---- LANDING\ <,, \ LEVEL \ \ 11/2"MAX Date: 05.09.2016 LANDING q z LEVEL 11/2°MAX q LANDING q \V� 11" 1 1/2" // --- — -- \ \ \ , 5'-0"MIN , 30'-0"MAX / ✓ 5'-0"MIN , 30'-0"MAX Revisions, _ — ADA Landing Clearance & Maneuvering - 521 CMR Fig. 24c ADA/Minimum Landing Size for Change of Direction - 521 CMR Fig. 24c 60 DEGREES 60 DEGREES Scale 1/8"=1'-0" Scale 1/8"=V-0" I - LEVE LAND NG V' Ll ING e THIS DRAWING IS FOR REFERENCE AND ------------ - - - .'-0"MIN , 30'-0"MAX , 5-0"MIN , 30'-0"MAX / VERIFYING COMPLIANCE ONLY ADA Maneuvering Clearances at Door- 521 CMR Fig. 24c ADA Flush Riser- 521 CMR Fig. 27a ADA Angled Nosing - 521 CMR Fig. 27b ADA Rounder Nosing - 521 CMR Fig. 27b Scale 1/8"=V-0" Scale 1"=1'-0" Scale Scale ACCESSIBILITY NOTES A=0m5 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-132 ACCESSIBILITY NOTES TYPICAL HC ACCESSIBLE BATHROOM TYPICAL HC ACCESSIBLE TOILET STALLS HYANNIS, MA 02601 18" 42" 5'-0"MIN SINGLE ACCOMMODATION SANITARY FACILITIES - - - / 5'-0"MIN / ' "MI s" m f •' TL N e ALL DRAWINGS, SPECIFICATIONS AND z rr P w. . . . 00 NOTE: Single accommodation sanitary facility is defined as "a room that has not more than CLEAR 42"MIN 6"MIN 12"MAX 42"MIN ARCHITECTURAL DESIGNS ARE THE : . , one of each type of sanitary fixture, is intended for use by only one person at a time, has FLOOR 1'-6 Z PROPERTY OF OUSA DESIGN — ARCHITECTS ANND SHALL NOT BE SPACE REPRODUCED OR USED ON THIS OR no partition around the toilet and has a door that can lock on the inside by the room 30"X48" 30" o z\ z� CLEAR Z CLEAR M ANY OTHER PROJECT WITHOUT occupant. g FLOOR - ¢ FLOOR �, WRITTEN CONSENT FROM THE _ r, LU SPACE co 9 SPACE ARCHITECT. 1 . There shall be sufficient space in the toilet room for a wheelchair measuring 30" wide by N� RVN \ "' I" 32"MI 42 MIN ----- THE CONTRACTOR SHALL CHECK AND 48" long to enter the room and permit the door to close. ") /18"MIN / 42"MIN / = z VERIFY ALL DIMENSIONS AND EXISTING 90" MIN REAR WALL SIDE WALL 1 6 2 8 CONDITIONS ON SITE PRIOR TO / / 42 MIN APPROACH LATCH / / Q BEGINNING ANY WORK. REPORT ALL 2. There shall be in the room a clear floor space of at least 60" in diameter, or a T-shaped DISCREPANCIES IN WRITING TO SOUSA space. No door shall encroach on to this space of more than 12" except for the panel door O g. ONLY, OTHER "' M Accessible Unisex Toilet Room-521 CMR Fig. 30d Accessible Toilet Stall Elevations-521 CMR Fiq. 30e APPROACHES � � DESIGN ARCHITECTS BEFORE to any water closet compartment if there is one. Scale 1/2"=1'-0" Scale 1/2"=1' 0" 48 MIN V \ PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY Accessible Unisex Standard Stall-521 CMR Fig. 30a Accessible Unisex Standard Stall (End of Row)-521 CMR Fig. 30b FOR SAME. DRAWINGS SHALL NOT BE 3. The water closet shall be located in a space which provides a minimum 28" wide clear Scale 1/4"=1'-0" Scale 1/4"=1'-0" SCALED. ALL WORK SHALL BE CARRIED space from a fixture or a minimum of 32" wide clear space from a wall at one side. The OUT IN ACCORDANCE WITH THE MIN 6\ 3'-6" "MAX DRAWINGS AND SPECIFICATIONS, AND other side shall provide 18" from the center line of the water closet to the wall. A minimum TO THE SATISFACTION OF THE OWNER 48" clear space shall be provided in front of the water closet. �` o 0 AND THE ARCHITECT. 0 M o �- U. - \ EACH CONTRACTOR SHALL SUBMIT TO 4. All doors, fixtures and controls shall be on an accessible route with a minimum clear 4 `� � � _ - 42" MIN 6" SOUSA DESIGN ARCHITECTS FOR width or 36" except at doors. o !Z N M -- / APPROVAL: SHOP DRAWINGS, SAMPLES, - T &) \ CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE ADA STANDARD n CONSTRUCTION. ALL ITEMS TO BE Typical Urinal Accessible Mounting Heights-521 CMR Fig. 30i `? INCLUDED SHALL BE APPROVED FOR OScale 1/2"=1'-0" Scale 1/2"=1'-0" USE IN THE TOWN OF HYANNIS AND co SANITARY FACILITY FIXTURES & ACCESSORIES WHEN SUCH 4'-6"MIN NITEMS ATM AND UL RE THIS MBER 4'-0"MIN 5-6"MIN \ DESIGNATION. EACH CONTRACTOR _ w/WALL MOUNTED w,c SHALL CO-ORDINATE HIS WORK WITH 5'-9"MIN /W/WALL MOUNTED W.C. ALL OTHER CONTRACTORS. 1 . The height of accessible water closets shall be a minimum of 17" and a maximum of 19" 4811 — — THE QUALITY OF WORKMANSHIP AND measured to the top of a maximum 2" high toilet seat. 1r'MIN Accessible Unisex Alternate Stall-52' CMR Fig. 30c Accessible Unisex Rear Standard Stall MATERIALS USED SHALL COMPLY WITH 17"MIN. � � ��Scale 1/4"-1'-0" �, DEPTH - Scale 1/4"=1'-0" ALL TOWN OF HYANNIS AND MA STATE 2. A clear floors ace 30" x 48" shall be provided in front of a lavatory to allow a forward ' ~'r�' p p ry �� � = N.....:.,...•...•F�1 1-� BUILDING CODES. DRAWINGS SUBJECT approach. Such clear floor space shall adjoin or overlap an accessible route and shall ALTERNATE TO APPROVAL BY ALL GOVERNMENTAL extend into knee and toe space underneath the lavatory. o "___`, \ ` 1'-0° 40° -42° MIN AGENCIES HAVING JURISDICTION ALL 0 N M v C° 19" MAX z 3'-0"M-�}� NEW CONSTRUCTION TO COMPLY WITH AXI APPLICABLE HANDICAPPED TOLIET PAPER ACCESSIBILITY LAWS. 3. All lavatories that are designed to be accessible shall be mounted with the rim or AX. TOE CLEARANCE counter surface no higher than 34" above the finished floor and with a vertical clearance 1 . KNEE CLEARANCE measured from the bottom of the apron outside or outside bottom edge of the lavatory of \ - 42 MIN LATCH � = Z 29", reducing to 27" at a point located 8" back from t he front edl�e. Knee clearance below LSD eL1�2 t ryOClearances-521 CMR Fig 30h LSD eL1�2 t ryOClearances 521 CMR Fig. 30g AAPPROOTHER 1 -0 MAX / cACH2 � rn 2 the lavatory shall extend a minimum of 30 in width by 17 in depth. Toe clearance shall be APPROACHES M the same width and shall be a minimum of 9" high from the floor and a minimum of 17" 48 MIN /4'-6"MAX / r deep from the front of the lavatory. 3'-011MIN 3'-0"MIN Accessible Unisex Alternate Stall /—*\Accessible Unisex Side Standard Stall 4. Urinals shall be floor mounter or wall hung. Where one or more urinals are provided, at 1'-6" V-6"MIN 1'-6" 1'-6"MIN Scale 1/4"=1'-0" Scale least one with a rim projecting a minimum of 14" form the wall and a maximum of 17" - 3'-6"MIN 1'-6" above the floor shall be provided. 5. Water closet and urinal flush valve controls, and faucet and operating mechanism 77LA I ; LA� TYPICAL HC ACCESS>IBLE GRAB BARS AND HANDRAILS 1=controls, shall be operable with one hand, shall not require tight grasping, pinching, or z 0 z twisting of the wrist, and shall be mounted no more than 44" above the floor. CLEAR OP I Lo CLEAR CLEAR 6. Where towel, sanitary napkins, waste receptacles, and other similar dispensing d FLOOR FLOOR �� FLOOR p p pens g an SPACE SPACE SPACE disposal fixtures are provided, at least one of each type shall be located with all operable ------------J \ -- --------- --- ° parts, including coin slots, within 40" from the finished floor. 4 6-0"MIN 1 1/4 - 1 1/2 1 1/2 1 1/4 - 1 1/2 1 1/2 ISSUED FOR: 4'-0"MIN 4'-0"MIN / ,k / / / / 7. Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the PERMIT toilet seat and no lower than 19" from the floor. Dispensers that control delivery or that do DADA Grab Bars at Water Closet not permit continuous flow shall not be permitted. scale 1/4°=1'-0° SOUSA design 8. Where urinals are provided, at least one shall have a clear floor space 30" x 48" in front A r c h i t e c t s of the urinal to allow forward approach. T-o"MIN 81 Boylston Street,2nd Floor 02445 3'-0" IN Accessible Hand Rail-521 CMR Fig. 27e Accessible Hand Rail- 521 CMR Fig.27e Boston,MA 100 9. Lavatories when located adjacent to a side wall or partition shall be a minimum of 18" to n Z 817.879 adesi �� � � ,� � �� Scale 3"=1'-0" Scale 3"=1'-0" — wwwsousad0slgn.com the centerline of the fixture. 1 -0 MIN 1 -0 MIN 1 -0 3-6 MIN / 00 TOLIET of the water cl set stool side Ghab barstat the back shall with etnot less than 36 I Ion ed 24 in front - PAPER 10. Grab least ,� g p „ • ° 4 z co DA 11. Grab bars shall be securely attached 33 above and parallel to the floor, except where o� N 1 1/4"- 1 1/2" ���'�Q��N A. A a tank-type toilet is used which obstructs placement at 33", the grab bar may be as high as N Q- CAMBRIDG 36." 1 1/2" c) No. 958 � ADA Grab Bars at Water Closet Back Wall ADA Grab Bars at Water Closet Side Wall Mass. CO Scale 1 1/4"- 1 1/2" 1 1/2" rH p<<;,; u. - Scale q� :I`''` 1 1/4" 1 1/2" 1 1/2" 01 1 j T T Job # 1605 Drawn by: P.W. Ckd by S.A.S. Accessible Hand Rail-521 CMR Fig. 27e Accessible Grab Bar-521 CMR Fig. 30f Accessible Hand Rail-521 CMR Fiq. 27e Scale 3"=1'-0" Scale 3"=1'4' Scale 3"=r-0" Date: 05.09.2016 Revisions THIS DRAWING IS FOR REFERENCE AND VERIFYING COMPLIANCE ONLY - --- - ACCESSIBILITY NOTES A=0m6 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-132 HYANNIS, MA 02601 rwl CODE SUMMARY DN --_.-__ - OFFICE \y\ PLOYEE LOYEE - \ RES ROOM RE OOM WORK TO BE COMPLETED IN ACCORDANCE TO: LL El �� - ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN -MA STATE BUILDING CODE (EIGHTH EDITION) ARCHITECTS AND SHALL NOT BE j REPRODUCED OR USED ON THIS OR -INTERNATIONAL BUILDING CODE (SEE BELOW) --- „ ANY OTHER PROJECT WITHOUT I �I WRITTEN CONSENT FROM THE ARCHITECT. WOME" THE CONTRACTOR SHALL CHECK AND W VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO INTERNATIONAL BUILDING CODE (IBC) 2009 BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA �\LFF "�'" DESIGN ARCHITECTS BEFORE w �� ° PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY CHAPTER 3 BUILDING GENERAL: COLD BUFFET HOTBUFFET FOR SAME. DRAWINGS SHALL NOT BE 7 1-STORY BUILDING KITCHEN ` 7377 SF � SCALED. ALL WORK SHALL BE CARRIED SERVICE OUT IN ACCORDANCE WITH THE ,.� CONSTRUCTION TYPE 5B I DRAWINGS AND SPECIFICATIONS, AND DI SPACE USE/OCCUPANCY 12 I - AOND THE AR THE CHITECT. OF THE OWNER I A-2 ASSEMBLY(RESTAURANT) I I _ j B,R I EACH CONTRACTOR SHALL SUBMIT TO FIRST FLOOR AREA: 7377 SF I I I SOUSA DESIGN ARCHITECTS FOR BASEMENT FLOOR AREA: l l78 SF n f--' APPROVAL: SHOP DRAWINGS, SAMPLES, TOTAL FLOOR AREA: 8555 SF I I I I I CUTS OF ALL THE ITEMS OF WORK El EI I I PRIOR TO THEIR INCLUSION IN THE CHAPTER 5 BUILDING HEIGHTS/AREAS I I I j CONSTRUCTION. ALL ITEMS TO BE I I I I INCLUDED SHALL BE APPROVED FOR El EII PER TABLE 503, 3 STORIES AND 14,000 SQUARE FEET ALLOWED PER FLOOR SUSHI R USE IN THE TOWN OF HYANNIS AND10 I I I SHALL HAVE AN ASTM AND UL NUMBER CHAPTER 6 TYPES OF CONSTRUCTION j j I I� WHEN SUCH ITEMS REQUIRE THIS � I I DESIGNATION. EACH CONTRACTOR l 1 1 SHALL CO-ORDINATE HIS WORK WITH BUILDING ELEMENT: REQUIRED: I ��- I ALL OTHER CONTRACTORS. SERVICE I ° THE QUALITY OF WORKMANSHIP AND STRUCTURAL FRAME 0 HR --- LOADBEARING EXT WALL 0 HR I ____ WATER FEATURE i MATERIALS USED SHALL COMPLY WITH NON-LOAD BEARING EXT WALL* 0 HR -- - ALL TOWN OF HYANNIS AND MA STATE NON-LOAD BEARING INT WALL 0 HR o BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL FLOOR CONSTRUCTION & \ PRIVATE DINING AGENCIES HAVING JURISDICTION ALL SECONDARY MEMBERS 0 HR NEW CONSTRUCTION TO COMPLY WITH ROOF CONSTRUCTION & I I APPLICABLE HANDICAPPED SECONDARY MEMERS 0 HR I I ACCESSIBILITY LAWS. I I ) *BASED ON FIRE SEPARATION DISTANCE FROM TABLE 602 I ---i -- WAITING CHAPTER 7 FIRE AND SMOKE PROTECTION DINING 1 HOST 36 0 0 oil 705.8 ALLOWABLE AREA OF OPENINGS L SEPARATION DISTANCE > 30'= NOT REQUIRED s SERVICE gEll CHAPTER 8 INTERIOR FINISHES I n �$ I c - — Textile wall and ceiling coverings and expanded vinyl wall and ceiling coverings shall have a Class A flame spread index in accordance with ( -- ASTM E 84 or UL 723 and be protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. Test PATIO � I specimen preparation and mounting shall be in accordance with ASTM E 2404. I I t�Il I 803.1.1 Class A: Flame spread index 0-25-1 smoke-developed index 0-450. I gal. I _a_ _ - _�- _ _ _a_ �__ _�_ _ _ _a________ -__-a Combustible materials installed on or embedded in floors of buildings of Type I or II construction shall comply with Sections 805.1.1 through1EJ 805.1.3. CHAPTER 9 FIRE PROTECTION SYSTEMS BUILDING IS FULLY SPRINKLERED CHAPTER 10 MEANS OF EGRESS TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES F'ER OCCUPANT ASSEMBLY A-2 (RESTAURANT) FIRST FLOOR PLAN ISSUED FOR: CONCENTRATED (CHAIRS ONLY-NOT FIXED) 7 NET 1 UNCONCENTRATED 15 NET Scale: 1/8" = 1'-b" PERMIT STANDING SPACE 5 NET SEATING BOOTH 24 INCHES* FIXED SEATING WITH ARMREST 18 INCHES* SOUSA design * Section 1004.7 For areas having fixed seating without dividing arms, the occupant load shall not be less than the number of seats based on one person for each 18 inches(347 mm) of seating length A r C h i t e C t s The occupant load of seating booth shall be based on one person for each 24 inches(610 mm) of booth seat length measured at the backrest 81 Boylston Street,2nd Floor of the seating booth. Boston,MA 02445 617.879.9100 TABLE 1021.1 MINIMUM NUMBER OF EXITS PER OCCUPANT www.sousadesign.com 1-500 OCCUPANTS 2 EXITS* PER STORY SECTION 1005.1 MINIMUM REQUIRED EGRESS WIDTH UP LOCKERS EGRESS WIDTH/ .3 (STAIRWAYS) = OCCUPANT LOAD IL—71 EGRESS WIDTH / .2 (OTHER EGRESS COMPONENTS) = OCCUPANT LOAD �EREO Cyr A. TF� Exceptions: 1178 SF Q 1. Means of egress complying with section 1028 2. For other than H and I-2 occupancies, the total width of means of egress in inches (mm) shall not be less than the total No. 9587 SPINKLER -MBRIDGE 4U occupant load served by the means of egress multiplied by 0.2 inches (5.1 mm) per occupant for stairways and by 0.15 ^ass. inches(3.8 mm) per occupant for accordance with 903.3.1.1 or 903.3.1.2 and an emergency voice/alarm communication system in accordance with 907.5.2.2. DRYSTORAGE 3. For existing buildings that meet all other requirements of Exception 2., the emergency voice/alarm communication system H F tid is not required. 0 1007.3 STAIRWAYS. In order to be considered part of an accessible means of egress, an exit access stairway as permitted by Section 1016.1 or exit stairway shall have a clear width of 48 inches(1219 mrn) minimum between handrails and shall either incorporate an area of refuge within an enlarged floor-level landing or shall be accessed from either an area of refuge complying with Section 1007.6 or a horizontal exit. EXCEPTIONS: o Job # 1605 2. The clear width of 48 inches (1219 mm) between handrails is not required at exit access stairway as permitted by Section 1016.1 or exit stairways in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3,1.1 or 903.3.1.2. Drawn by P.W. Cka by S.A.S. TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY 250 FT. MAX EXIT ACCESS TRAVEL DISTANCE W/SPRINKLERS: SECTION 1016.1 0 Date: 05.09.2016 *BOTH EXITS REQUIRED ACCESSIBLE PER 1007.1 1 CHAPTER 11 ACCESSIBILITY Revisions DESIGN AND CONSTRUCTION SHALL COMPLY WITH 521 CMR, MAAB SPECIFICALLY 521 CMR 17.00: RESTAURANTS 0 0 0 a -- CODE SUMMARY 2 BASEMENT FLOOR PLAN Scale: 1/8" = 1'-0" AE=1 m0 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-132 HYANNIS, MA 02601 EXIT #2 T-0" 180 EQUIPPED W/ PANIC HARDWARE ALL DRAWINGS, SPECIFICATIONS AND % EXIT CAPACITY CALCULATIONS ARCHITECTURAL DESIGNS ARE THE DN ' �T. TABLE 1028.6.2 PROPERTY OF SOUSA DESIGN ' WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY - � � �� O ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ' ON � Exit# 1 = 36"l.2 = 180 OFFICE ANY OTHER PROJECT WITHOUT I /O/ Exit# 2 = 36 /.2 = 180 WRITTEN CONSENT FROM THE - " -- - - ARCHITECT. W.I.C. W.I.C. 1 �I 3'-8" Exit# 3 = 36"/.2 = 180 1 MEWS PULL 6 4 - - Exit#4 = 36"/.2 = 180 (STAFF EXIT) THE CONTRACTOR SHALL CHECK AND \\ 1:77 ' Exit# 5 = 36"/.2 = 180 VERIFY ALL DIMENSIONS AND EXISTING PLOYEE LOYEE �- 8 _ _ / j CONDITIONS ON SITE PRIOR TO RES ROOM RES OOM _-- -- ----- - f TOTAL EXIT CAPACITY = 900 BEGINNING ANY WORK. REPORT ALL _ DISCREPANCIES IN WRITING TO SOUSA _ � DESIGN ARCHITECTS BEFORE --- — ALL EXITS EQUIPPED WITH PANIC HARDWARE. PROCEEDING WITH THE WORK AND j SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED O/ OUT IN ACCORDANCE WITH THE F - -' - - - - TOILET CALCULATIONS DRAWINGS AND SPECIFICATIONS, AND 4 % TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. WOMEN'S 4 1 per 30 EACH CONTRACTOR SHALL SUBMIT TO O MEN S 4 1 per 60 SOUSA DESIGN ARCHITECTS FOR EXIT #4 ; - -------- I, _ APPROVAL: SHOP DRAWINGS, SAMPLES, 180 ------------- p - TOTAL $ CUTS OF ALL THE ITEMS OF WORK EQUIPPED W/ PRIOR TO THEIR INCLUSION N THE PANIC HARDWARE ; ; #In II ii li - - Womens Toilets Govern CONSTRUCTION. ALL ITEMS TOBE i fixtures 30 occupants x 2 = 240 occupants allowed INCLUDED SHALL BE APPROVED FOR 4 fi s per oc u u USE IN THE TOWN OF HYANNIS AND � J I I SHALL HAVE AN ASTM AND UL NUMBER WOMEN'S j I - . O WHEN SUCH ITEMS REQUIRE THIS U 12 SEATING SUMMARY DESIGNATION. EACH CONTRACTOR O j 3'-8" W g SHALL CO-ORDINATE HIS WORK WITH EXISTING O ALL OTHER CONTRACTORS. FREEZER BAR = 23 - as- - THE QUALITY OF WORKMANSHIP AND SUSHI BAR - 10 MATERIALS USED SHALL COMPLY WITH BAR DINING = 24 ALL TOWN OF HYANNIS AND MA STATE - = BUILDING CODES. DRAWINGS SUBJECT DINING 1 36 1 DINING 2 = 44 AOGENCIE3 HAVING JURISDICTION ALL GOVERNMENTAL .�"� DINING 3 = 12 NEW CONSTRUCTION TO COMPLY WITH ❑❑ �Q�' O PDR = 54 APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. - - 1 EIEI ___ TOTAL INTERIOR SEATING = 191 ❑❑ __ COLD BUFFET - HOT BUFFET I ❑❑ �51 ♦ W PATIO = 20 El El KITCHEN Q�� M ` ' w SERVICE O BOH OCCUPANT SUMMARY I TABLE 1004.1.1 (AREA ALLOWANCES PER OCCUPANT) ---- ' DINING 3 r -, - ? KITCHEN 2115 SF / 200 SF = 11 OCCUPANTS El I O� I ❑❑ S RVICE TABLE - �' I I —� - ---__ = I ❑❑ � BASEMENT (STORAGE) 1178 SF / 300 SF 4 OCCUPANTS I ❑❑ -- - O I '��'� I 1,� ! TOTAL EMPLOYEE CALCULATION = 15 OCCUPANTS MIN I ❑❑ 00 ❑❑ 00 -... - , ; OO I I IIPOSI , l i _ I I 3'-811 521 CMR 17.00: RESTAURANTS I I ! IIIj 17.2 SEATING ❑❑❑❑❑❑ I i _ I III ICI At least 5% but not less than one, of the tables shall be accessible, be on an I I I ❑❑❑❑❑❑ I li I 1�� 12 ISSUED FOR: I accessible route, and in compliance with the following: -- _ following- -------- I I� I� I _- -- I III ►Ij 17.2.1 Distribution: Accessible tables shall be distributed by size and location PERMIT I 12 ! 6 I IpI jI throughout the space or facility. In establishments where separate areas are SUSHI B iz --=_ I i designated for smoking and non-smoking patrons, the required number of ■ ----- -- - -------- ------------- ------- _ - ------ ------ ---- --------- ------------- ------ I 10 - I I I SOUSA design I accessible tables shall be proportionally distributed between the smoking and g ----- --- ..... ---- -- p Fill --- . --,\.y .. _ - 1POJ I, - ,- II � non-smoking areas. A r c h i t e c t s ____, �� � I � ______-_ � I i � 17.2.2 A 36 inch (36" = 914mm) access aisle shall be provided between all 81 Boston,Boylston 02r�eeryt,2nd Floor El __- accessible tables. o seats a over the access aisle. See a. 1 I __-_ bl bl N shall I h I S 17 617.879.9100 I seating s overlap Fig wwwsousadesign.com �` -- ---- - I I r- -, 1 I I -- -_- EXIT #1 17.2.3 Clear floor space as defined in 521 CMR 5.00: DEFINITIONS shall be I L----------------------------------------------------, 1 =i �, I I _ provided at each seating space. Such clear floor space shall not overlap knee I I El 180 space by more than 19 inches (19" = 483mm). See Fig. 17a. 16 SERVICE o I ------ EQUIPPED W/ PANIC HARDWARE 17.4 COUNTERS AND BARS WITH SERVICE EDAR EXIT #5 WATER FEATURE " _ SEC'' I / At counters exceeding 34 inches (34 864mm) in height, where food or drink is 180 O —j ---- - - served for consumption by customers seated on stools or standing at the counter, 4j a portion of the main counter shall be accessible or service shall be available at I EQUIPPED Vld/ _ 58 accessible tables within the same area. The accessible portion shall be a o o. 9ID I p � CA BRIDGE I PANIC HARDWARE o PUSNSIDE DSNSIminimum of 60 inches (60" = 1524mm) in length and comply with 521 CMR 17.2.4 0 Nxss EJ 'SXFR ASCPPROACN: RONTCLEAR CH'.♦ 4S X AS CLEAR X 48 CLEAR I I FLOOR SPADE LOOR SPACE ♦ o a n d 17.2.5. O Coll - - I E - j 4 ♦ PRIVATE DINING I ACCESSIBLE SEATS ti I II 5D PULL SIDE PULL SIDE fRONTAPPROACH'. � FRONTAPPRI 54 XM CLEAR 54 X W CLEAF FLOOR SPACE FLOOR SPACI TOTAL INDOOR SEATING = 191 5% TOTAL SEATING AS ADA ACCESSIBLE I 3'_g Job # 1605 j I I I I 5% X 273 SEATS = 9.55 REQUIRED - 10 SEATS PROVIDED I Drawn by: P.W. Ckd by: S.A.S. 6 6 6 I I I INDICATES T-8" CLEAR EGRESS WALKWAY Date: 05.09.2016 - -- - _ WAITING I i I ♦ DINING 1 HOST - - - - 36 Revisions IPULL �-all PUSHSIDESIDE APOACN: FR TAPPPRROOACH: 4e X WCLEAR ' 16 FLOOR SPACE FLOOR SPACE I / \ - _ SERVICE � E-- [:] 1:1 E 1:1 E _A\ _Z_ ----Jl 1 9 Lr-j O - O II _ -7 LO _ - - - --- - _ I EXIT #3 - - I I PATIO I �_.l ♦ / I F - - - - 20 180 - - I � ♦ EQUIPPED W/ o w ,- „ U PANIC HARDWARE �=s� 3 0 j I IK¢3, n n n n ------ - EGRESS PLAN ------ -- -- --- - --- n --- - --- - ----LL--- - --- -- --- L� --- - --- -- --- - --- - ---- -- ---L�----------------- �\ FURNITURE PLAN AE= 1 A - Scale: 1/4 V-0" -- - - - -- These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-132 HYANNIS, MA 02601 CONTRACTOR TO RELOCATE EXISTING DOOR CONTRACTOR TO REMOVE AND FRAME AS SHOWN. EXISTING DOOR AND INFILL & PATCH EXTERIOR FRAME. INFILL OPENING TO WALL AS NECESSARY TO MATCH EXISTING. 2 1 MATCH EXISTING. 3'-6"V.I.F. A-3.2 14 A-1.4 ---------------------------j---� 4 4 4 I � I � � I 1C I 1C Oa ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE DN ih � A-4.1 � 4 ESIGN ARCHITECTPROPERTY S AND SHALF SOUSA L NOT BE REPRODUCED OR USED ON THIS OR �" 39'-3" EX. V.I.F. r 6'-10 1/4" 19'-0 3/4" ANY OTHER PROJECT WITHOUT '/ z I I �Ka 8-5, II 6-0„ i _ - -- -- ---- ----- ----- --- � - o WRITTEN CONSENT FROM THE ARCHITECT. N o r r" --- -�1 I� N PULL SIDE _ I „ FRONTALEAR , THE CONTRACTOR SHALL CHECK AND 1 y; 9-5 M 6 '��oo aPA E5-0 / I0 N _ I � r� - --�� j N 2 r VERIFY ALL DIMENSIONS N EXISTING LOYEE CONDITIONS ON SITE PRIOR TO 7 PLOYEE $ O RT ALL ES ROOM S OOM C0 10 I A-2.2 DISCREPANCIES BEGI N WRITING NNING ANY WORK. OTO SOUSA I O I 2 DESIGN ARCHITECTS BEFORE 1 I PROCEEDING WITH THE WORK AND o I A-2.2 1A SHALL ACCEPT FULL RESPONSIBILITY 6'-10 1/4' ! 3'-3 3/4" 4'-2 1/41, 5'-3 3/4" 4'-2 1/4" 3'-0 3/4" 3'-6" 11'-6" cV I PUS SIDE A-4.1 -- - --_ - -- 9'-5" . CL R" u-, 4'-111 3'-5" 4'-9" 3'-6" 3'-0"CLEA 9'-311 SCALED. ALL WORK SHALL BE CARRIED Z� /33 FLO BP 1C I i0 _ OUT IN ACCORDANCE WITH THE 5'-0" 1 2 5'-1" 6'-2" DRAWINGS AND SPECIFICATIONS, AND Cr) ALIGN C'' N - TO THE SATISFACTION OF THE OWNER O CD O � � - _ N © AND THE ARCHITECT. N co Z0 __ EACH CONTRACTOR SHALL SUBMIT TO o ��; N SOUSA DESIGN ARCHITECTS FOR I o 1 APPROVAL: SHOP DRAWINGS, SAMPLES, I I M CUTS OF ALL THE ITEMS OF WORK 11 'x v et s C/ I PRIOR TO THEIR INCLUSION IN THE J � 1/2 TEMPERED 7'-5" (V.LF) I 3 91 3 ,LO 1C 4 2'-1" STARPHIRE C INCLUDED SHOAILL BE APPROVED. ALL ITEMS TO B OR - - GLASS z z USE IN THE TOWN OF HYANNIS AND 7'-10 1/2" T-5 1/2" 2'-10" 1 - I -4.1 A_2 2 1 SHALL HAVE AN ASTM AND UL NUMBER Cf) 1 I I 5 I 3'-0"I 6-5-15-6" bo - N WHEN SUCH ITEMS REQUIRE THIS _ °Q I W w J DESIGNATION. EACH CONTRACTOR 00 I ---- - ---- 1 L9 - U N Iii) �� 2 > J TYP. U U SHALL CO-ORDINATE HIS WORK WITH OC NEW WINDOWS AT EXISTING WINDOW ALL OTHER CONTRACTORS. 14'-11° I A-4.1 w V-2" C9 LOCATIONS. EXISTING WINDOW OPENINGS TO ---- ---- --- - 1 - - o I , .- - - - - :: m 1 � - BE ENLARGED TO ACCOMMODATE LARGER THE QUALITY OF WORKMANSHIP AND G o I 3 SIM. A-4.2 WINDOW SIZE, SEE A-6.1 FOR DETAILS. MATERIALS USED SHALL COMPLY WITH N U_ ch M IN ALL TOWN OF HYANNIS AND MA STATE to �, - 1/2"TEMPERED BUILDING CODES. DRAWINGS SUBJECT HIRE TO APPROVAL BY ALL GOVERNMENTAL W I I N STARP © AGENCIES HAVING JURISDICTION ALL il� 11 NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED En ACCESSIBILITY LAWS. 00 1'12" 2'-1111 1211 41 oI1 1/2"TEMPERED -- _"-' -- --- --- - --- COLD BUFFET HOT BUFFET I STARPHIRE N I GLASS = O 27 ic12 1C 4 1 ALIGN r' iv 2 C -- 31-101/21, 1 N A-4.1 1 1 ----------zo --------------------M - FRP TO CEILING @ ALL KITCHEN _ - I 1'-4 1/2" 5'-2 1/2" 3'-3 1/2" I U j PREP, STORAGE, AND `�" 8'-6 1/4" I --- I �`? ,- -iv = A-2. v A-2.3 � / KITCHEN DISHWASHER STATIONS, UNLESS i� -1 1 4 I 0 OTHERWISE NOTED, TYP. 3'_2 1/2" "? I SERVIC I Z , ao � I r- rmo F= 13 a' 2 4 I _ = 00_I L_ ( 21-o1F 7j-', cn 1 W ------- % I cV N X w DINING 3 A-2.1 A-2.2 I�jI- , 1A 1 - ---- ---- y-- 12 I 4�/ I 1 A-4.1 I `4 -- ------ l �" 1 11-9N 11_g11 '-8 1/2" Mlj PASS THROUGH WINDOW I /�I _- 1 I 5 OPENING, CONTRACTOR TO i 2'-0' 21-611 2'-8" 7 1/2" 1 12'-0 1/2" 6 2'-6" 6'T1" A-4.1 SIM. I I� 1 12'-0" COORDINATE W/CLIENT FOR EXTENT OF OPENING - -33-2" EXISTING (V.I.F ) 1/2 TEMPERED I 1 � I � STARPHIRE III /a 1 GLASS 1 8 1/4 5-3 1/2 III 2-6 Ill 4'-6" 8 1/4" I SIM. 11 I II , 11 - STAINLESS STEEL, I I I I III II / ci I 1 0 TO CEILING AT ALL I I I I �I >> I)I I�I �1 j A-5.1 ISSUED FOR: Z COOKLINE/HOOD I I 1 I t� F I I /✓� a I N NEW WINDOWS AT EXISTING WINDOW LOCATIONS (TYP) N I LOCATIONS. EXISTING WINDOW OPENINGS TO PERMIT _ I w I Ikl III I BE ENLARGED TO ACCOMMODATE LARGER EXIS ING ROOF ACCESS EXISTING CMU WALL TO j �� i o �' U I [�/I �IGlyj WINDOW SIZE, SEE A-6.1 FOR DETAILS. +LADD R TO REMAIN REMAIN, CONTRACTOR SU.� 0 N 5 �7 0USA design TO FIR OUT AROUND I I I I 1 �CMU WALLAS SHOWN I I I I � � � I . I � � -2.1 A r c h i t e c t s MEN NOT CONTRA TOR TO I v 'E: / 1 5 6'-10"V.I.F. I I t� % 1 I 1C 81 Boylston Street,2nd Floor ---_ - _ I I ✓Ij MAINTAIN 3'-0" TEAR I I A-2.2 Boston,MA 02445 I I 1 B I '/� AISLE AT ALL K TCHEN 1 A-4.11 617.879.9100 ti I I A-4.1 I = EQUIPMENT( P.) I ' B www.sousadesign.com 2 I 2 O OD CE� I � I l i I- �-- I �------- 1 C 1 1 C 1 6 1 q N/ �„ I I i A-5.3 _ 1 11-311 6-8" -{---- , , ,,, I - I 4'-011 i9 1'-10 1/2" ,y A-4.1 A-4.1 „ --W .��F�,4TkJ�E--- I A-4.1 A-4.1 � ; ..� I I I � � �� �----- I 6-0 1 I I 3'-8 1/4 5'-8 1/2" '-6 3/4"' OF v, 0. 958 F I ` - ------ ----------J N W � C BRIDGE w 1 I PUSH SIDE \ PUSN SIDE R'I S S. J 33'-8" EX. (V.I.F.) A-4.1 4 CONTRACTOR TO COORDINATE oGO I O - - - - - - N Q I I - FRONT CLEAR ( . FRRT CLEAR aM:- A-4.1 r NECESSARY ELECTRICAL & FLOOR SPACE I \ - { FLOOR SPACE O ��j C, O "' I 1 v PLUMBING REQUIREMENTS FOR O > I z4 (T pS I 4 - CONTRACTOR TO � N A-2 1 I' � p I I I � I I N of 1C c� 4'_911 " 24'-8"CLEAR MIN. 6" 3'-8" I I WATER FEATURE DIRECTLY WITH 0 7'-0" FIR OUT EXISTING PRIVATE DINING I FIREPLACE FOR NEW 50 q •1 CLIENT I PU181DE PULL BIDI F NTAPPROACN: FRONTAF DECORATIVE TILE x9R FLOOR- 31 __ _ INSTALLATION. SEE o J - ELEVATIONS FOR I I 9 2'_0 A-4.1 '_0" 2'-0" 12'-4" I DETAILS LL I N - 1C f 4'-3 3/4"V.I.F. Job # 1605 I x U_: I I I w 3 3 I I r 1A IOR// I I j ,-�v O O I I 1A A-41 2 0 1A I I _ 1 Drawn by: P.W. Ckd by: S.A.S. I I N A-2.1 A-2.2 � I I I r -5.5 -- - --- -4.1 A-2.3 A-4.1 Date: 05.09.2016 I I I v i f I I 1 I i I M I 04 1 I WAITING I I I v r)!N1N(-7 1 v I HOST Iq `n I I 15 `�' co co I PULL SIDE31_�„ 24' 0" CLEAR MIN. CO5'-411 i4 �� Revisions PUSH SIDE _ -- I I I FRONT APP OAGM. S XSO CLEAR M -_--------- --- _ � -- -- Q FLOOR E I FLOOR SPACE I GENERAL NOTES: _---- ----�I N ,n ALL EXISTING WINDOWS & STOREFRONT TO REMAIN UNLESS OTHERWISE CO _ I I NOTED. SEE WINDOW SCHEDULE A-6.1 FOR NEW WINDOW DETAILS. N :SERVICE 1A 4 °O 1A ���H I I /, � 1C 4 CONTRACTOR TO REPAIR AND CLEAN ALL EXISTING WINDOWS AND - N 91I A-4.1 A-4.1 =��r 1C STOREFRONT TO REMAIN TO LIKE NEW CONDITION, TYP. 1 1C v &s - - - - J A-4.1 N SIM. 14 - O _ _ O -- -- - - - - I ---� ---- --- ---- -- ---- CONTRACTOR PATIO 1 i TO REMOVE _ EXISTING WINDOW I 20 EXISTING STOREFRONT 3 AND INFILL FLUSH - -- I � DOOR TO REMAIN. REPLACE W/ EXISTING EXISTING HARDWARE W/ a 1 - ONE-WAY HARDWARE SET, "S„ KEY F INDICATES EXISTING WALL ASSEMBLY '1 EXISTING PATIO LOCKED FROM INSIDE. s aLL INDICATES NEW FULL WALL I �, RAILING TO REMAIN ❑ CONSTRUCTION CONSTRUCTION PLAN INDICATES NEW MILLWORK CONSTRUCTION *FOR FLOOR FINISHES, SEE PLAN A-1.1 -' 2 CONSTRUCTION PLAN A-3.1/ Am l m O Scale- 1/4" = 1'-011 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM --- CONTRACTOR TO REPAIR & REPLACE ALL 574MA-1 32 DAMAGED ROOFING SHINGLES (TYP.) HYANNIS, MA 02601 V-8" NEW ALUMINUM ROOF SCUPPER & DOWNSPOUT, PAINTED MAZMET OFFSET SCUPPER OR APPROVED EQUAL ---- - ---- - ---- - -- - - ---- - ---- - - --- -t- ---- - ---- - ---- - ---- - - ---- - - -- - -- - - - ---- - - -- - - ---- - ---- - ---- - - -- - - ---- - ---- - ---- - - -- - - ---- - ---- - ---- - - ---- - - _ ---- - - - - - ---- - ---- - ---- -- - - ---- - ---- ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR _ = ANY OTHER PROJECT WITHOUT O WRITTEN CONSENT FROM THE } ARCHITECT. Y U) X _ THE CONTRACTOR SHALL CHECK AND w VERIFY ALL DIMENSIONS AND EXISTING -- i __- I CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND L _ TO THE SATISFACTION OF THE OWNER i AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR - -_ - - - APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE TOWN OF HYANNIS AND CONTRACTOR INSTALL NEW SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS ROOF PARAPET. PROVIDE DESIGNATION. EACH CONTRACTOR NEW ROOF DRAIN SYSTEM. SHALL CO-ORDINATE HIS WORK WITH SEE DETAILS ON A-3.4 ALL OTHER CONTRACTORS. I OO THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH - - ALL TOWN OF HYANNIS AND MA STATE i` BUILDING CODES. DRAWINGS SUBJECT 0 TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL LO NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. NEW PITCHED PORTION OF ROOF W/FULLY ADHERED EPDM, PITCHED TO ROOF SCUPPER, 1/8" PER V-0" MIN. SEE EXTERIOR ELEVATIONS OFOR SCUPPER LOCATION O EX. SKYLIGHT ISSUED FOR: 00 PERMIT CONTRACTOR TO COORDINATE W/ MEP _ PITCH DRAWINGS FOR ROOF TOP UNITS ' SOUSA design LOCATIONS AND DRAINAGE EX. SKYLIGHT A r c h i t e c t s 81 Boylston Street,2nd Floor Boston,MA 02445 617.879.9100 www.sousadeslgncom __.. I . r - _ _ 1T \ D AR � f n . 9587 0 EXISTING SKYLIGHT TO REMAIN, CA P RIDGE CONTRACTOR TO CLEAN, REPAIR °� s. TO "LIKE-NEW" CONDITION00 { E I Job # 1605 Drawn by: P.W. Ckd by: S.A.S. O Date: 05.09.2016 -- -- - - ! - - Revisions L or L 1., 00 _ L -i_--i- L ROOF PLAN )_ROOF PLAN _ Amil ■0 ■ 1 Scale: 1/4" = 1'-0" These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies FLOOR FINISH / TILE SCHEDULE DESIGNATION LOCATION MANUFACTURER CONTACT INFO. MATERIAL SPECIFICATION SIZE FINISH COLOR NOTES CFT-1 RESTROOM PROLINE 888.773.2645 PIETRA BAUGE 24"X 24" MATTE BIANCA GROUT COLOR:LATICRETE 78 STERLING SILVER CFT-2 RESTROOM(BORDER) PROLINE 888.773.2645 PIETRA BAUGE 6"X 24" MATTE GRIGIA GROUT COLOR:LATICRETE 78 STERLING SILVER CFT-3 DINING/BAR KAISER TILE 480.216.2898 VITAL-LAVA 5"X 48" MATTE DARK GRAY GROUT COLOR:LATICRETE 45 RAVEN CFT-4 WAITING/HOST AREA PORECELANOSA 617.963.7666 PARADISE MINIBROKEN EDGE NEGRO 32"X 32"X V MATTE DARK GRAY PRODUCT#:100068135/GROUT COLOR:LATICRETE 45 RAVEN JASMINE CFT-5 DINING/BAR CASALGRANDE PADANA 914.665.0654(PROSPEC) NEWOOD SEE PLAN MATTE CREAM GROUT COLOR:LATICRETE 45 RAVEN QFT-1 BAR/SUSHI BAR/KITCHEN DALTILE — QUARRY FLOOR TILES 6"X6" ABRASIVE RED TILES TO MATCH EXISTING,CONTRACTOR TO FIELD VERIFY BLOSSOM CPT-1 PRIVDATE DINING ROOM 574 MA-1 32 NOTE:CONTRACTOR TO SEAL ALL CEMENT TILE. HYANNIS, MA 02601 *CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL CFT-3 PRIOR TO ORDERING. CFT-5 CFT-2 ��— ��•• ARCHITECTURAL DESIGNS ARE THE DN 51 PROPERTY OF SOUSA DESIGN !8 4 ARCHITECTS AND SHALL NOT BE - - _ 4148 48 48 x 48 49 x 48 x x 48 x 96 N N CERAMIC CERAMIC REPRODUCED OR USED ON THIS OR - - - FLOOR TILE FLOOR TILE ANY OTHER PROJECT WITHOUT .I..,E 1 �X� WRITTEN CONSENT FROM THE I LJ I ' •" � gl ARCHITECT. QFT-1 T W.I.C. W.I.C. zaX96 2ax48 THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING PLOYEE LOYEE CFT-1 4aX48 N N 4ax4a CONDITIONS ON SITE PRIOR TO RES ROOM RES OON! —= -- o BEGINNING ANY WORK. REPORT ALL TCFT-5 o DISCREPANCIES IN WRITING TO SOUSA o ° DESIGN ARCHITECTS BEFORE a6xss aexaa PROCEEDING WITH THE WORK AND 2a x 4a 2ax2a zax24 24x48 Schluter@-RENO-T SHALL ACCEPT FULL RESPONSIBILITY �. 32x48 x x TRANSITION STRIP FOR SAME. DRAWINGS SHALL NOT BE I N N 48 x 48 - A SATIN ANODIZED ALUMINUM SCALED. ALL WORK SHALL BE CARRIED N 1-800-472-4588 OUT IN ACCORDANCE WITH THE / QFT-1 LL CFT-1 x48 32x96 24x32 z4x4a DRAWINGS AND SPECIFICATIONS, AND O V EXISTING CONCRETE SLAB T SATISFACTION OF THE W zaxza 24x48 O THE SATISFAC O OWNER AND THE ARCHITECT. CERAMIC FLOOR TILE ON QFT-1 4o x 4a '1 n u - -11 �— ° — — In GROUT BED, TYP. EACH CONTRACTOR SHALL SUBMIT TO Al SOUSA DESIGN ARCHITECTS FOR 11 211 4 h If 48x48 APPROVAL: SHOP DRAWINGS, SAMPLES, - n _ u n a 2a x 4o i II u u ItIt . " " " CUTS OF ALL THE ITEMS OF WORK 4ox48 FLOOR TRANSITION_ FLOOR TILE / FLOOR TILE PRIOR TO THEIR INCLUSION IN THE _0 ,1 a 11 @ CONSTRUCTION. ALL ITEMS TO BE FC _ -....__--..--- ---- _.:- -- II III 11 11 11 , A 24x48 :; :: S S $Cale: 3" = 1'-0° INCLUDED SHALL BE APPROVED FOR 4ox48 ___$, _ _ # I 24x48 ; USE IN THE TOWN OF HYANNIS AND O _ CFT-1 N SHALL HAVE AN ASTM AND UL NUMBER II II II It I I u II 11 ❑ 48 x 48 I�-- It 11 11 ' — OME 'S I� " WHEN SUCH ITEMS REQUIRE THIS I ' It n n II DESIGNATION. EACH CONTRACTOR I U 24X48 5] SHALL CO-ORDINATE HIS WORK WITH �� ALL OTHER CONTRACTORS. EXISTING I " " � �- II II II II I -LU t '� II II II 11 FREEZER --I---- 24x48 THE QUALITY OF WORKMANSHIP AND I ` _ ° ' _ 24x48 If - aoxss MATERIALS USED SHALL COMPLY WITH -- u ALL TOWN OF HYANNIS AND MA STATE it 40x96 a �x� N BUILDING CODES. DRAWINGS SUBJECT J CERAMIC CARPET TO APPROVAL BY ALL GOVERNMENTAL I II II.-= 11 11 _ n 24x43 ( 2axae FLOOR TILE AGENCIES HAVING JURISDICTION ALL _ _= I' " NEW CONSTRUCTION TO COMPLY WITH If 11L APPLICABLE HANDICAPPED HW I II II 11 If II — 0 11 _ 1444 I I F1 F CFT-2 _ ° -_a=_ "_ _ _" __ ___-_ 32x96 z' 4X3z ACCESSIBILITY LAWS. I 24 x 48 18 x 48 I I ❑❑ 24 x 32 24x48 �- ❑❑ _ OLD BUFF T BI FF4VT I „ ❑❑ 24x32 24x48 24x40 0❑❑ <� - NOTE: EXISTING QUARRY TILE IN KITCHEN ---� p� LU G I I ❑❑ TO REMAIN. -_ O 48 x 48 24 x 49 24 x 36 24 x 36 7x36 49 x 48 N 48 x 48 w > G CONTRACTOR TO REPLACE/ 24x40 40x96 W OO REPAIR & INSTALL NEW QUARRY TILE /� 32x48 4ex49 V CE TO MATCH EXISTING IN ALL DAMAGED I MTL THRESHOLD, 50% SLOPE MAX.O & REMOVED PARTITION LOCATIONS. O \ U 24 x 40 CFT-5 I �� DIM 3 r, _ - _- EXISTING CONCRETE SLAB SERVICE TABLE 32x4a _rT { 2 x48 48x48 24x48 24x48 ❑❑ zaxaa7 24x48 { CERAMIC FLOOR TILE ON GROUT BED, TYP. I I �,' --- - - ❑❑ 40x48 - C ❑❑ - 30x46 - - 24 x 33 I I ❑❑ � �. QFT-1 QFT-1 - - 32x49 1 24x48 48x48 48x4a B ` FLOOR TRANSITION CARPET FLOOR TILE ❑ I \ O C' 1 I 1 N N \� - - _._ Scale: 3" = 1'-0" 24j.24 24 x 24 24 x 49 I -� I I _ { I O - }1 _- I11 I I I I � I --I---- �a�❑�� c 24 x 96 I1 32 x 98 ISSUED FOR: 48x4S 32 x ae v a I I lyn I N N PERMIT _ 2a X 24 24 x 96 - LJ i I � Iz - SOUSAdesign -- - - 4a x 98 24x32 MER-KRETE HYDRO-GUARD I I ---------------------------------- ----- QFT- -- 4ax98 32x48 2000 _ W ! A r c h i t e c t s -i--I i � _ x x 32 x 48 1 _ N N QUARRY TILE INSIDE COVE CORNER 81:.:'.•.. CFT-3 ( `i. y Bostton'Ston MA 02Street,2nd Floor ---I T_ L_ --- -F +. ' 2 x 48 4a x 96 QUARRY LE www sousade g com __ ____________________—__—________ 24x96 6X6 YTI 3 ., st n L___________________________________________________J x48 aexss 6X6 QUARRY TILE COVE BASE I I 2 A . CFT-5 ,zXza --- - O - - - O - -- — *SEE WALL TYPE SCHEDULE AND ELEVATIONS v 48x96 ;..•: '' FOR WALL SPECIFICATIONS AND FINISHES 10 WATER FEATURE .. '` ------ -- — J 2 x24 24x24 24x48 �' 24x34 MER-KRETE 700 SERIES �� N A TF . THINSET MORTAR OVER N � MERKRETE MEMBRANE �w 24x45 No. 9587 It O 24x48 MBRIDGE s. 48x96 48x48 � ° a� MER-KRETE HYDRO-GUARD o "ass. - 32 x 48 �x 48 x 48( A l tS I- 1 111 N I 2000 MEMBRANE 24x24 , EXISTING CONCRETE SLAB \ 24 x 45 _ CFT-4 GROUT: \___ � 48 x 48 _ LATICRETE®SpectraLOCK®PRO Premium Grout 24x24 24x48 24x48 Kx (SMOKE GRAY#89) F-1 CPT-1 zax3a 2ax2a 24x34 LATICRETE INTERNATIONAL, INC. MER-KRETE SYSTEMS 1 Laticrete Park, N. 800-851-6303 Bethany, CT 06524 _ 1-203-393-0010 - Job # 1605 I — - A — 24x34 MEMBR C )_�D �BLE _ ANE KITCHEN FLOORS (TYPICAL) Drawn by: P �/ Clcd b : S.A.S. ,ax24 24x48 --- - 1 -0 Y - x x 48 x 48 48 x 96 N N 24 x 34 e: 05.09.2016 Li• Date: - DINING 1 24 x 96 36 24 x 24x48 N 48 x 48 - --- � � � Revisions 48 x 48 x x N V N - 24 x 36 - 48 x 96 ! F1SFRV�E. 24x48 48 x 48 24x48 24x24 Sol =_-_ , ., ,... 12x4a - - - PATIO 20 I I I ❑ F-1 F-1 ❑ ❑ ❑ FINISH FLOOR PLAN Scale: 1/4" = 11 Aml ■ C 1 FINISH FLOOR PLAN These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies FURNITURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT INFO. SIZE SEAT UPHOLSTERY BACK UPHOLSTERY STAIN/FINISH NOTES/ACCESSORIES C1 CHAIR DINING AFRA FURNITURE 1.866.530.3581 SYMPHONY COLLECTION: GLAZE-SLATE SGL-110 ROMO GROUP:ZENITH-MISKINA ANTHRACITE 9027/05 -- - C2 BARSTOOL BAR AFRA FURNITURE 1.866.530.3581 SYMPHONY COLLECTION: GLAZE-SLATE SGL-110 ROMO GROUP:ZENITH-MISKINA ANTHRACITE 9027/05 -- BAR HEIGHT C3 COUNTERSTOOL SUSHI BAR AFRA FURNITURE 1.866.530.3581 SYMPHONY COLLECTION: GLAZE-SLATE SGL-110 ROMO GROUP: LORENTZ_CHIHIRO CHARCOAL 7677/03 -- COUNTER HEIGHT JASMINE C4 CHAIR PDR AFRA FURNITURE 1.866.530.3581 SYMPHONY COLLECTION: GLAZE-SLATE SGL-110 ROMO GROUP: LORENTZ-CHIHIRO CHARCOAL 7677/03 -- -- 05 CHAIR _ PATIO MADBURY ROAD 1.866.331.6042 -- — - -- -- _ - B L M -- - --- 574 MA-132 T P N -- -- 24"X 30" -- -- HYANNIS, MA 02601 -- --- -- 48"X 48" -- -- --T2 8 TOP DINING -- -- T3 4 TOP DINING -- - 30"X 48" -- -- -- -- 4 6 TOP PDR -- -- 48"0 -- -- -- -- T5 2 TOP BAR DINING -- -- 30"X 30" -- -- -- BAR HEIGHT T6 2 TOP DINING -- -- 30"X 30" -- -- -- -- T7 .4 TOP PATIO MADBURY ROAD 1.866.331.6042 30"X 48" -- -- -- -- B1 BANQUETTE DINING -- -- SEE PLAN SYMPHONY COLLECTION: GLAZE-PUMICE SGL-107 DONGHIA: OASIS GREY 10304-19 -- COORDINATE WITH FURNITURE DETAILS B2 BOOTH DINING -- -- SEE PLAN SYMPHONY COLLECTION: GLAZE-PUMICE SGL-107 DONGHIA: OASIS GREY 10304-19 -- COORDINATE WITH FURNITURE DETAILS tj IF ALL DRAWINGS, SPECIFICATIONS AND B3 BOOTH BAR DINING - -- SEE PLAN SYMPHONY COLLECTION: GLAZE-PUMICE SGL-107 DONGHIA: OASIS GREY 10304-19 COORDINATE WITH FURNITURE DETAILS ARCHITECTURAL DESIGNS ARE THE B4 BOOTH DINING -- -- SEE PLAN SYMPHONY COLLECTION: GLAZE-PUMICE SGL-107 DONGHIA: OASIS GREY 10304-19 - COORDINATE WITH FURNITURE DETAILS PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE B5 BOOTH DINING -- SEE PLAN SYMPHONY COLLECTION: GLAZE-PUMICE SGL-107 DONGHIA: OASIS GREY 10304-19 -- COORDINATE WITH FURNITURE DETAILS REPRODUCED OR USED ON THIS OR B6 BANQUETTE PRIVATE DINING -- -- SEE PLAN SYMPHONY COLLECTION: GLAZE-PUMICE SGL-107 DONGHIA: OASIS GREY 10304-19 - COORDINATE WITH FURNITURE DETAILS &gig ANY OTHER PROJECT WITHOUT -- --- - — - ---- - WRITTEN CONSENT FROM THE B7 BENCH WAITING -- -- SEE PLAN -- -- -- OWNER TO COORDINATE C1 C1 C1 C1 ARCHITECT. THE CONTRACTOR SHALL CHECK AND C1 VERIFY ALL DIMENSIONS AND EXISTING T2 T2 CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA GENERAL NOTES. C1 T1 C1 C1 C1 C1 C1 DESIGN ARCHITECTS BEFORE 4. THE FURNITURE MANUFACTURER TO SUBMIT TO PROCEEDING WITH THE WORK AND THE ARCHITECT ALL FABRICS, STAIN SAMPLES, TABLE TOP SHALL ACCEPT FULL RESPONSIBILITY 1. ALL FURNITURE TO MEET CAL 133 SPECIFICATIONS SAMPLES AND SAMPLE CHAIRS FOR APPROVAL. C1 C1 C1 C1 4'-0" (V.I.F.) FOR SAME. DRAWINGS SHALL NOT BE 2. FURNITURE MANUFACTURER TO SUBMIT SHOP 5. THE FURNITURE MANUFACTURER IS RESPONSIBLE SCALED. ALL WORK SHALL BE CARRIED DRAWINGS TO THE ARCHITECT FOR APPROVAL FOR ALL FIELD MEASUREMENTS REQUIRED FOR THE OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND PRIOR TO ORDERING ANY FURNITURE. PRODUCTION OF BOOTHS AND BANQUETTES. 62 TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. 3. THE FURNITURE MANUFACTURER IS RESPONSIBLE 6. THE FURNITURE MANUFACTURER IS TO CONFIRM FOR ALL PERMITS REQUIRED BY THE LOCAL CITY AND STATE THE FINAL ORDER WITH SOUSA DESIGN PRIOR TO EACH CONTRACTOR SHALL SUBMIT TO FOR THE INSTALLATION OF THE FURNITURE. COMMENCING WITH ANY MANUFACTURING. T3 SOUSA DESIGN ARCHITECTS FOR -- APPROVAL: SHOP DRAWINGS, SAMPLES, T1 C1 B2 CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR ° - ° -- -" --- w = 62 USE IN THE TOWN OF HYANNIS AND ~ L SHALL HAVE AN ASTM AND UL NUMBER T1 C1 LL W 0 O WHEN SUCH ITEMS REQUIRE THIS w B1 > > 0° T3 DESIGNATION. EACH CONTRACTOR U _ Z - a SHALL CO-ORDINATE HIS WORK WITH > m LL 0-1 -1m ao ALL OTHER CONTRACTORS. ;I li m Uj W T1 JH O O B2 #_: ___:::_::: O THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL TOWN OF HYANNIS AND MA STATE 62 BUILDING CODES. DRAWINGS SUBJECT T1 C1 _71 TO APPROVAL BY ALL GOVERNMENTAL Q : — AGENCIES HAVING JURISDICTION ALL T3 NEW CONSTRUCTION TO COMPLY WITH N APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 2'-0" B2 -:- COLD BUFFET HOT BUFFET w U in j Z•) Ix W SERVICE m DINING 3 r 12 2'-0" 2'-6" I I I I BAR C2 T3 I I C3 C1 T1 B3 C2 i i 21 I C2 I ILLI I I O C1 C1 I I T5 � C2 I I I I I I C3 O N I I III 1I j l C2 I I � I C1 T1 B3 CID C2 I I I�j a'l l I I C1 C1 O I I I� � I w B3 = C2 ISSUED FOR: I C3 O I I I I C2 j l � C1 T1 " Op j j III III I I PERMIT I 1 j oIII III I I C1 C1 Q C3 C1 T1 i00 � 0SUSHIBR co 10 3: CC22 SOUSA design O C1 O I I I I O A r c h i t e c t s I L 63 C2 I I I I T3 www.s 81 Boylston street,2nd Floor I CZ Boston,MA 02445 I O I I s•1w.so .s•lo0 l r--------------------------- — , i C3 C1 T1 T5 C2 I\ __ I I C2 C1 C1 usadeslgncom ------------------------ ------------------------� I -——————--—— I o I - B3 C2 —————— I C? 66 SERVICE I __---- I I I C2 — I J WATER FEATURE \ � �E(�ED A C N A. ILOI I _ _ C4 C4 C4 C4 C4 C4 C4 C4 I I o 9587 N �' CAM IDLE I PUSH SIDE PUSH SIDE I I FRONT APPROACH: FRONT APPROACH I48X68 CLEAR ( ',41X41 CLEAR I -p 2T-2" (V.LF.) LOW BANQUETTE 6'-01, 24'-8" (V.LF.) i i FLOOR SPACE �\ i i FLOOR � �q�THOFM �/J G LOW TOP BOOTHS I \ PRIVATE DINING I IBIOE P Ell FRO SACS_ \\ 50 I`-- 5/kBO CLEARPROA�-- __.._ -._ -_. 54XSOCLEAR FLOOR SPACE FLOOR SVAOr 1 14 B4 T6 B4 64 T6 64 B4 T6 64 B4 T6 64 - I I I C4 C4 C4 I Job # 1605 C4 C4 C4 C4 C4 C4 1 1 T4 T4 T4 62 T3 B2 62 T3 62 62 T3 62 B2 T3 B2 y: _-- -- Drawn by: P.W. Ckd b S.A.S. C4 C4 C4 C4 C4 C4 j Date: 05.09.2016 -��. I C4 C4 C4 I 24'-0" (V.I.F.) LOW TOP BOOTHS WAITING - - I 3-9 8-0 (V.I.F.) DINING 1 HOST 36 Revisions PUSH SIFRO PPROACH: 48 X S)CLEAR f� 1&X 48 CLEAR FLOOR SPACE I FLOOR SPACE- I - C4 C4 C4 C4 C4 C4 C4 L SERVICE T3 T3 T3 - Sawa 67 - ���o j !9 T3 T3 I C4 C4 C4 C4 C4 C4 C4 C4 65 65 B5 F1 --- - I O - - I PATIO 20 I - I I a�w I �8. I I s C5 C5 C5 C5 C5 C5 C5 C5 n C5 C5 n FURNITURE PLAN -- --- — T7— -- ---a--- -- —T7 — — ----�--- — — T7 — -- ---D--- -- —T7 — --- �1------ — T7 — -- ---L�----------------- —Q Q ------- 05 C5 C5 C5 C5 C5 C5 IC5 C5 C5 -,^r --- FURNITURE PLAN Aml ■2 Scale: 1/4" = 1'-0" - --- ----- These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies FURNITURE SCHEDULE DESIGNATION TYPE LOCATION MANUFACTURER CONTACT INFO. SIZE SEAT UPHOLSTERY BACK UPHOLSTERY STAIN/FINISH NOTES/ACCESSORIES C1 CHAIR DINING AFRA FURNITURE 1.866.530.3581 SYMPHONY COLLECTION: GLAZE-SLATE SGL-110 ROMO GROUP:ZENITH-MISKINA ANTHRACITE 9027/05 -- -- C2 BARSTOOL BAR AFRA FURNITURE 1.866.530.3581 SYMPHONY COLLECTION: GLAZE-SLATE SGL-110 ROMO GROUP:ZENITH-MISKINA ANTHRACITE 9027/05 -- BAR HEIGHT 1 3/4" SOLID BLACK WALNUT --- - --C3 COUNTERSTOOL SUSHI BAR AFRA FURNITURE 1.866.530.3581 SYMPHONY COLLECTION: GLAZE-SLATE SGL-110 ROMO GROUP: LORENTZ-CHIHIRO CHARCOAL 7677/03 -- COUNTER HEIGHT TABLE TOP JASMINE C4 CHAIR PDR AFRA FURNITURE 1.866.530.3581 SYMPHONY COLLECTION: GLAZE-SLATE SGL-110 ROMO GROUP: LORENTZ-CHIHIRO CHARCOAL 7677/03 -- -- STAINED ESPRESSO (M.L. CAMPBELL STAIN PRODUCT) BLOSSOM C5 CHAIR PATIO MADBURY ROAD 1.866.331.6042 -- -- - -- T1 2 TOP DINING -- -- 24"X 30" -- -- -- -- 574 MA-132 -- 48"X48" -- -- '- - EASED EDGE, HYANNIS, MA 02601 T2 8 TOP DINING -- - '' -- T3 4 TOP DINING -- -- 30"X 48" -- -- -- -- TOP & BOTTOM T4 6 TOP PDR -- -- 48"o -- -- -- -- —— - T5 2 TOP BAR DINING -- -- 30"X 30" -- -- -- BAR HEIGHT \ M T6 2 TOP DINING -- -- 30"X 30" -- -- -- -- ---- — ------ T7 4 TOP PATIO MADBURY ROAD 1.866.331.6042 30"X 48" -- -- -- -- B1 BANQUETTE DINING -- -- SEE PLAN SYMPHONY COLLECTION: GLAZE-PUMICE SGL-107 DONGHIA: OASIS GREY 10304-19 -- COORDINATE WITH FURNITURE DETAILS B2 BOOTH DINING - -- SEE PLAN SYMPHONY COLLECTION: GLAZE-PUMICE SGL-107 DONGHIA: OASIS GREY 10304-19 -- COORDINATE WITH FURNITURE DETAILS ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE B3 BOOTH BAR DINING - -- SEE PLAN SYMPHONY COLLECTION: GLAZE-PUMICE SGL-107 DONGHIA: OASIS GREY 10304-19 -- COORDINATE WITH FURNITURE DETAILS PROPERTY OF SOUSA DESIGN B4 BOOTH DINING -- -- SEE PLAN SYMPHONY COLLECTION: GLAZE-PUMICE SGL-107 DONGHIA: OASIS GREY 10304-19 -- COORDINATE WITH FURNITURE DETAILS ARCHITECTS AND SHALL NOT BE B5 BOOTH DINING -- -- SEE PLAN SYMPHONY COLLECTION: GLAZE-PUMICE SGL-107 DONGHIA: OASIS GREY 10304-19 -- COORDINATE WITH FURNITURE DETAILS REPRODUCED OR USED ON THIS OR Iw ANY OTHER PROJECT WITHOUT B6 BANQUETTE PRIVATE DINING -- -- SEE PLAN SYMPHONY COLLECTION: GLAZE-PUMICE SGL-107 DONGHIA: OASIS GREY 10304-19 -- COORDINATE WITH FURNITURE DETAILS WRITTEN CONSENT FROM THE B7 BENCH WAITING -- -- SEE PLAN -- -- -- OWNER TO COORDINATE ARCHITECT. THE CONTRACTOR SHALL CHECK AND SELF-LEVELING TABLE BASE VERIFY ALL DIMENSIONS AND EXISTING ENLARGED TABLE DETAIL CONDITIONS ON SITE PRIOR TO FLAT TECH BEGINNING ANY WORK. REPORT ALL Scale. Actual Size 855.999.3528 DISCREPANCIES IN WRITING TO SOUSA DESIGN S BEFORE GENERAL NOTES. PROCEEDING WITH TTHE WORK AND 4. THE FURNITURE MANUFACTURER TO SUBMIT TO SHALL ACCEPT FULL RESPONSIBILITY THE ARCHITECT ALL FABRICS, STAIN SAMPLES, TABLE 'TOP FOR SAME. DRAWINGS SHALL NOT BE 1. ALL FURNITURE TO MEET CAL 133 SPECIFICATIONS SAMPLES AND SAMPLE CHAIRS FOR APPROVAL. SCALED. ALL WORK SHALL BE CARRIED 2. FURNITURE MANUFACTURER TO SUBMIT SHOP 5. THE FURNITURE MANUFACTURER IS RESPONSIBLE OUT IN ACCORDANCE WITH THE DRAWINGS TO THE ARCHITECT FOR APPROVAL FOR ALL FIELD MEASUREMENTS REQUIRED FOR THE DRAWINGS AND SPECIFICATIONS, AND PRIOR TO ORDERING ANY FURNITURE. PRODUCTION OF BOOTHS AND BANQUETTES. TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. 3. THE FURNITURE MANUFACTURER IS RESPONSIBLE 6. THE FURNITURE MANUFACTURER IS TO CONFIRM FOR ALL PERMITS REQUIRED BY THE LOCAL CITY AND STATE THE FINAL ORDER WITH SOUSA DESIGN PRIOR TO EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR FOR THE INSTALLATION OF THE FURNITURE. COMMENCING WITH ANY MANUFACTURING. APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE TOWN OF HYANNIS AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS OUTSIDE BACK UPHOLSTERY, FAB-4 - OUTSIDE BACK UPHOLSTERY, FAB-4 DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH -- SEAT UPHOLSTERY, FAB-5 _— BACK UPHOLSTERY, FAB-3 — BACK UPHOLSTERY, FAB-4 - BACK UPHOLSTERY, FAB-4 ALL OTHER CONTRACTORS. BACK UPHOLSTERY, FAB-3 SEAT UPHOLSTERY, FAB-5 SEAT UPHOLSTERY, FAB-5 SEAT UPHOLSTERY, FAB-5 THE QUALITY OF WORKMANSHIP AND �— MATERIALS USED SHALL COMPLY WITH ALL TOWN OF HYANNIS AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL d� NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED -�f ACCESSIBILITY LAWS. 4. 1�'p r r Cl-CHAIR C2-BARSTOOL C3-COUNTERSTOOL C4-PDR CHAIR C5-PATIO CHAIR T7-EXTERIOR TABLE ISSUED FOR: AFRA FURNITURE AFRA FURNITURE AFRA FURNITURE AFRA FURNITURE MADBURY ROAD MADBURY ROAD PERMIT ELISA THREE CHAIR ELISA THREE BARSTOOL HOLDER BARSTOOL HOLDER CHAIR MASON CHAIR MASON TABLE ITEM CODE: HER730CM-3 ITEM CODE: HER730BM-3 ITEM CODE: HER701 BM ITEM CODE: HER701 CM SOUSA design A r c h i t e c t s 81 Boylston Street,2nd Floor Boston,MA 02445 617.879.9100 www.sousadesign.com � cR A. SOG�C' On o No. 9 7 v AMBRID w '0 Mass. MAHOGANY TRIM STAINED F P 44 COCO BROWN H OF MPS \ \ — SOLID HARDWOOD UPRIGHT MAHOGANY TRIM STAINED CONSTRUCTION COCO BROWN FAB-1 FAB-4 THE SYMPHONY COLLECTION THE ROMO GROUP Job # 1605 U? PATTERN: GLAZE PATTERN: LORENTZ r UPHOLSTERED PILLOW-BACK, SOLID HARDWOOD UPRIGHT UPHOLSTERED . Drawn by: P.W. Ckd by: S.A.S. FAB-2, OVER FOAM AND NO-SAG CONSTRUCTION PILLOW-BACK, FAB-2 COLOR: PUMICE COLOR: CHIHIRO CHARCOAL -- SPRINGS ITEM #: SGL-107 ITEM #: 7677/03 UPHOLSTERED PILLOW-BACK, Date: 05.09.2016 _ FAB-2, OVER FOAM AND _ N NO-SAG SPRINGS N FAB-2 FAB-5 PIPING UPHOLSTERY, FAB-1 DONGHIA THE SYMPHONY COLLECTION Revisions UPHOLSTERED, FAB-1, PATTERN: OASIS PATTERN: GLAZE CD REMOVABLE, CONTINUOUS COIL COLOR: GREY COLOR: SLATE --- UPHOLSTERED, FAB-1, ___ REMOVABLE, CONTINUOUS COIL = SPRING SEAT COVERED WITH _ �-BACK UPHOLSTERY, ITEM #: OASIS 10304-19 ITEM #: SGL-110 SPRING SEAT COVERED WITH 1-9 POLYURETHANE FOAM M FAB-1 __ POLYURETHANE FOAM ---- 1 1/2" STAINLESS STEEL FOOT REST — SEAT UPHOLSTERY, FAB-3 N FAB-1 THE ROMO GROUP FOOT RAIL BRACKET PATTERN: ZENITH - - - — -- - --- - - -- C.R. LAURENCE 800.421.6144 --- COLOR: MISKINA ANTHRACITE ITEM # FRBB15BS ITEM #: 9027/05 MAHOGANY LEGS STAINED MAHOGANY LEGS STAINED FURNITURE COCO BROWN COCO BROWN SPECIFICATIONS HIGH TOP BOOTH SECTION TYPICAL BOOTH SECTION TYPICAL BOOTH ELEVATION 1 Scale: 1 1/2" = 1'-0" 2 Scale: 1 1/2" = 1'-0" 3 Scale: 1 1/2" = 1'-0" A= 1 m2m l These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies LIGHT FIXTURE SCHEDULE *CONTRACTOR TO PROVIDE ARCHITECTS WITH LIGHT CUT SHEETS FOR APPROVAL PRIOR TO ORDERING ANY LIGHTS. DESIGNATION TYPE LOCATION MANUFACTURER CONTACT INFO. MODEL NUMBER SIZE LAMP FINISH NOTES/ACCESSORIES *ALL FRONT OF HOUSE LIGHTING TO BE DIMMABLE. P-1 PENDANT ENTRY TROY LIGHTING 626.336.4511 VINEYARD F4857 22.5"W X 33"H (8)6OW CAND BASE RUSTY IRON W/SALVAGED WOOD P-2 PENDANT ENTRY TROY LIGHTING 626.336.4511 VINEYARD F4856 185'W X 28.5"H (6)6OW CAND BASE RUSTY IRON W/SALVAGED WOOD P-3 PENDANT ENTRY TROY LIGHTING 626.336.4511 VINEYARD F4855 13.5"W X 21"H (3)60W CAND BASE RUSTY IRON W/SALVAGED WOOD P-4 PENDANT DINING TECH LIGHTING 847.410.4400 KARAM PENDANT LARGE 21.3"W X 18.6"H A21 LED 80 CRI 2700K 120V BLACK P-5 PENDANT SUSHI BAR TUDO&CO sales@tudoandco.com SEPPO KOHO REPLICA ATTO BIG 13"0 X 8"H MED.BASE AGED SILVER FINISH P-6 PENDANT PDR TROY LIGHTING 626.336.4511 ACME F3898 32"W x 18.25"H (3)TYPE B,25W MAX ANTIQUE P-7 PENDANT DINING LBL 847.626.6300 MINI-ISLA PENDANT HS506 7"W X 6.1"H 1 B35 GY6.35 XENON 35W CLEAR W/SATIN NICKEL P-8 PENDANT PDR LBL 847.626.6300 MINI-JASPER PENDANT HS539 8.7"W X 7.8"H 18 GY6.35 ZENON 5OW CLEAR W/SATIN NICKEL P-9 PENDANT DINING CURRY AND CO. 877.768.6428 ZANZIBAR RECTANGULAR CHANDELIER 45"W X 20"D X 16"H (12)6OW CANDELABRA -LIGHT BRONZE GOLD/RAJ MIRROR JASMINE TL TABLE LAMP HOST CURREY AND CO. 877.768.6428 LULWORTH TABLE LAMP 6000-0045 33"H 150W MAX GRAY MURCURY W/OFF WHITE SHADE BLOSSOM EX. RAFTERS TO REMAIN, R1 RECESSED VARIES WAC LIGHTING 617.542.3233 HOUSING:HR-LED309-N-27 4 1/2"SQUARE LED 2700 K BK/BN TRIM:WAC-HR-LED351-BK/BN CONTRACTOR TO REPAIR, CLEAN, TO R2 IRECESSED VARIES WAC LIGHTING 617.542.3233 HOUSING:HR-3LED-HI8D-ICA 4 1/2"SQUARE LED 2700 K BK/BN TRIM:WAC-HR-3LED-T918-BK/BN 'LIKE-NEW CONDITION SC1 WALL SCONCE BAR REJUVENATION 844.800.0818 YEON DOUBLE SCONCE#AO167 4.5"W X 19"H X 5.38"D 60W MAX INCAND. POLISHED NICKEL 574 MA-132 LED C TATANGLE TO HYANNIS MA 02601 SC2 WALL SCONCE WOMENS/MENS RESTROOM WAC LIGHTING 617.542.3233 ASHTON WS-39513 5.5"W X 13.74"H X 4"D 25.5W LED 1093 ANTIQUE NICKEL -- ILLUMINATEINATE RAFTERS, CL-1 � SC3 WALL SCONCE EXTERIOR BEGA 805.684.0533 66 610 4 5/16"W X 6 5/16"H X 6 1/2"D 21 W LED 3000K BLACK SC4 WALL SCONCE EXTERIOR BEGA 805.684.0533 22663 6.75"X 6.75"H X 2.75"D 4.2WLED BLACK EXISTING SKYLIGHT 2 B.O. RAFTER M1 MONOPOINT VARIES PHILIPS LIGHTOLIER LT08 2 1/4"DIAM X 4" 8.9 WATT LED 2700K WHITE INSTALLED WITH CORRESPONDING TRACK TO REMAIN, TYP. A-1.3 8'-6"A.F.F �+ 'V CL1 COVE LIGHT VARIES GM LIGHTING 866.671.0811 LTR300-27 16.4'MAX 2.6 WATT/FT 2700K _ B.O. SOFFIT FL-1 FLUORESCENT KITCHEN LITHONIA 800.858.7763 WRT 2'-O"x 4'-0" 32W WHITE 8'-2"A.F.F.. FL-2 FLUORESCENT KITCHEN LITHONIA 800.858.7763 WRT 2'X 2' 2'4"x 2'-0" 31 W WHITE TO BE INSTALLED WITH CORRESPONDING DRIVER g"3'-0" BLOCKING AS REQUIRED MAHOGANY VENEER PLYWOOD, ALL DRAWINGS, SPECIFICATIONS AND --- - -- --- STAINED STN-1, MITERED AT CORNER ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN FL-2 FL-2 SC-2 SC-2 - ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR R-1 R-1 R-1 - r g ANY OTHER PROJECT WITHOUT ❑ ❑ ❑ M1 WRITTEN CONSENT FROM THE ARCHITECT. W.LC. W.LC• FL-2 \ �] GWB CEILING U) THE CONTRACTOR SHALL CHECK AND 8'-6"A.F.F -- M1 VERIFY ALL DIMENSIONS AND EXISTING R-�❑ - SOFFIT DETAIL CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL FL 1 FL-1 R-1❑ M1 2 Scale: 1 1/2" = 1'-O" DISCREPANCIES IN WRITING TO SOUSA p p � DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND - SHALL ACCEPT FULL RESPONSIBILITY R-1T BE ❑ R-1❑ SCALED.AL WORK SHALL BE CAFOR SAME. DRAWINGS SHALL RRIED ED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND FL-1 %' FLA FL-1 FL-1 R-1❑ I TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. 71hN = ;; R -- = EACH CONTRACTOR SHALL SUBMIT TO R-1❑ O ii ii SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, M1 p_g CUTS OF ALL THE ITEMS OF WORK -. 2 PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE U R-1❑ R-1❑ 0 1 'i R-1❑ i 1❑ R 1❑ M1 A- .3 INCLUDED SHALL BE APPROVED FOR R-2 i USE IN THE TOWN OF HYANNIS AND SHALL HAVE AN ASTM AND UL NUMBER O -- - I GWB CEILING ii WHEN SUCH ITEMS REQUIRE THIS 8'-6"A.F.F GWB SOFFIT M1 DESIGNATION. EACH CONTRACTOR .O. ST TED 0IVI SHALL CO-ORDINATE HIS WORK WITH UM 8 3 A.F.F 0 9' 10" U ALL OTHER CONTRACTORS. FL-1 FL-1 F-2 R-1 R-1 ii - P-8 EXISTING - -- ❑ ❑ THE QUALITY OF WORKMANSHIP AND FREEZER - - iE " MATERIALS USED SHALL COMPLY WITH - t a is ❑ _ R-1 r r II 1 R 1 ALL TOWN OF HYANNIS AND MA STATE R 2 ❑ ❑ ❑ BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL 77— MI , AGENCIES HAVING JURISDICTION ALL , , R-1 - ❑ o u_ NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED FL-1 FL-1 F-2 ( � ; O M1 U ;n ACCESSIBILITY LAWS. ,. 4� I ' th..._:.fir::.: �i __ ::ii Mi R-1 R-1 GWB SOFFIT R-1 R-1 R-1 Ej=❑❑ - ❑ ❑ 8'-3"A.F.F ❑ ❑ ❑ -- /^\ FL-1 FL-1 FL-1 FL-1 I I / � O ACOUSTIC CEILING TILES ❑ _ CL-1 = P L- ---- -- � I R-1 j 9'-0"A.F.F ;I j I Co ❑❑ II j cvn cVn M1I (-. --T- r- 11 ' FL-1 FL-1 FL-1 FL-1 JL'\ 1 I _�_ Fi R-1❑ R-1❑ I P_8 NEW BLACKENED STEEL CANOPY TO BE R I I 0 THROUGH BOLTED TO FACADE OF I P. I I I _ BUILDING, SEE EXTERIOR ELEVATIONS - I ---- I -1 rn R-1 II ❑ ;I I FOR ADDITIONAL DETAILS TCnAl— UM 4.O. ST +, , - _ _� � CF F E, CAI -- ., I ISSUED FOR: FL-1 FLA FL-1 FL-1 I I I 'I R-1❑ 1❑ I' M1 PERMIT I i EXISTING SKYLIGHT - I . 10 I I J I -1 R-1 j 1 III I1� �, I' TO REMAIN, TYP. EX I j I ' I I I Ii I M1 - ' :-- ---- . � � I Il, ID SOUSA design -- -- -I i ❑ I i P II ICI ICI 11 1 A r c h i t e c t s r -- - -- I 1 1 81 Boylston Strsst,2nd Floor {HOOD' I I I Boston,Mn oznas R-1 R-I 1 I ❑ ❑ 617.sirs.9100 www.sou"deslyn&om I I I II - -.-- --- - -=-- -.._ -- --_ I R-1 - EI > — I I ❑ L I P ❑ I -------- 1 R-1 P - Nr L---------------------------------------------------J I II .`---------� ' t❑ to to O 13-? _ R-27 - - - R-2 _R-2 R-2 I \� I I _ J N �. I R_1 ! R-1 R-1 WATEREATUR EXISTING SKYLIGHT �'��E ' I .( _.�_---___ TO REMAIN, TYP. No. 9587 EX P-7 P-7 P-7 P-7 P-7 � AMBRIDGE -_ -.--- -.-- -., A"ass. .l 1 - ' � J T L ,' I O R-1 R 1❑ R-1 -1 -1 _ _1 - _1 ❑ ❑ ❑ ❑ - R-1❑ ❑ ❑ ❑ ❑ ❑ NEW INTERNALLY ILLUMINATED CTU B.O TRU URE, PAINTEDCHANNEL LETTERS TO SIT ATOP THE �, 9' 1"A.F.FBLACKENED STEEL CANOPY GWB SOFFIT M1 Job # E I TING AUX AMS 1605 - 8'-3"A.F.F F1 Fr� MAIN, OBE INT _ R-1 El Drawn by: P.W. Ckd by: S.A.S. Mi NEW BLACKENED STEEL CANOPY TO BE M1 _ THROUGH BOLTED TO FACADE OF Date: 05.09.2016 ----- BUILDING, SEE EXTERIOR ELEVATIONS P TE UM .O.ST UCT ,PA TED FOR ADDITIONAL DETAILS . M1 r ' RA R-1❑ R 1❑ R-1❑ M1 -1❑ -1❑ -10 -10 -1 Revisions I 1 > ' _ M 1 r - _ Co �' _ _ L EXISTING SKYLIGHT NR-1❑ .� P-8 P-8 P-8 TO REMAIN, TYP. r ' �P-7 P-7 P-7 P-7 R-1❑ /A I F11 T _ J. 1 r _ r E- EI- 1 O O I ----- _- NEW INTERNALLY ILLUMINATED SC-4 _ CHANNEL LETTERS ANCHORED TO I' PARAPET FACE (ABOVE) (� 00 EXISTING SOFFIT TO BE CLEAN, REPAIR, M AND REPATCH TO "LIKE-NEW" CONDITION. C° EXISTING SOFFIT TO RECEIVE NEW PAINT I I EXISTING BEADBOARD CEILING TO BE ---tr CLEAN, REPAIR, AND REPATCH TO ELIREFLECTED CEILING PLAN "LIKE-NEW" CONDITION. EXISTING BEADBOARD CEILING TO RECEIVE NEW w - — PAINT -------------------�-4 -------- S =3--------------------------------- -- SC-3 S =3--------SC_4----- I --------- =_ --------L------ Sc,=3--- -- C-LJ S -----_ -- ------- 5�=3----- - ---_---- = ----��-------------=--- ------ ----�C=4-- - NEW AWNING CANOPY, SEE 3/A-3.3 FOR 17'-10 1/4"(V.I.F) 21'-4 5/8"(V.I.F) 21'-4 5/8"(V.I.F) 16'-101/4" (V.I.F) ADDITIONAL DETAILS (TYP.) Aml m3 1 REFLECTED CEILING PLAN - - Scale: 1/4" = 1'-0" - - - These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies LIGHT FIXTURE SCHEDULE * CONTRACTOR TO PROVIDE ARCHITECTS WITH LIGHT CUT SHEETS FOR APPROVAL PRIOR TO ORDERING ANY LIGHTS. DESIGNATION TYPE LOCATION _ MANUFACTURER _ CONTACT INFO. MODEL NUMBER SIZE LAMP FINISH NOTES ACCESSORIES * ALL FRONT OF HOUSE LIGHTING TO BE DIMMABLE. P-1 PENDANT ENTRY TROY LIGHTING 626.336.4511 VINEYARD F4857 22.5"W X 33"H (8)60W CAND BASE RUSTY IRON W/SALVAGED WOOD -- P-2 PENDANT ENTRY TROY LIGHTING 626.336.4511 VINEYARD F4856 18.5"W X 28.5"H (6)60W CAND BASE RUSTY IRON W/SALVAGED WOOD -- JAS MINE P-3 PENDANT ENTRY TROY LIGHTING 626.336.4511 VINEYARD F4855 13.5"W X 21"H (3)60W CAND BASE RUSTY IRON W/SALVAGED WOOD -- BLOSSOM P-4 PENDANT DINING TECH LIGHTING 847.410.4400 KARAM PENDANT LARGE 21.3"W X 18.6"H A21 LED 80 CRI 2700K 120V BLACK -- P-5 PENDANT SUSHI BAR TUDO& CO sales@tudoaridco.com SEPPO KOHO REPLICA ATTO BIG 13"0 X 8"H MED. BASE AGED SILVER FINISH -- P-6 PENDANT PDR TROY LIGHTING 626.336.4511 ACME F3898 32" W x 18.25" H (3)TYPE B, 25W MAX ANTIQUE -- 574 MA-1 32 P-7 PENDANT DINING LBL 847.626.6300 MINI-ISLA PENDANT HS506 7"W X 6.1"H 1 B35 GY6.35 XENON 35W CLEAR W/SATIN NICKEL -- HYANNIS, MA 02601 P-8 PENDANT PDR LBL 847.626.6300 MINI-JASPER PENDANT HS539 8.7"W X 7.8"H 1 B GY6.35 ZENON 50W CLEAR W/SATIN NICKEL -- P-9 PENDANT DINING CURRY AND CO. 877.768.6428 ZANZIBAR RECTANGULAR CHANDELIER 45"W X 20"D X 16"H (12)60W CANDELABRA -LIGHT BRONZE GOLD/ RAJ MIRROR -- TL TABLE LAMP HOST CURREY AND CO. 877.768.6428 LULWORTH TABLE LAMP 6000-0045 33"H 150W MAX GRAY MURCURY W/ OFF WHITE SHADE -- R1 RECESSED VARIES WAC LIGHTING 617.542.3233 HOUSING: HR-LED309-N-27 4 1/2"SQUARE LED 2700 K BK/BN TRIM: WAC- HR-LED351-BK/BN R2 RECESSED VARIES WAC LIGHTING 617.542.3233 HOUSING: HR-3LED-H18D-ICA 4 1/2"SQUARE LED 2700 K BK/BN TRIM: WAC- HR-3LED-T918-BK/BN ALL DRAWINGS, SPECIFICATIONS AND SC1 WALL SCONCE BAR REJUVENATION 844.800.0818 YEON DOUBLE SCONCE#A0167 4.5"W X 19"H X 5.3811D 60W MAX INCAND. POLISHED NICKEL -- ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN SC2 WALL SCONCE WOMENS/ MENS RESTROOM WAC LIGHTING 617.542.3233 ASHTON WS-39513 5.5"W X 13.74"H X 4"D 25.5W LED 1093 ANTIQUE NICKEL -- ARCHITECTS AND SHALL NOT BE SC3 WALL SCONCE EXTERIOR BEGA 805.684.0533 66 610 4 5/16"W X 6 5/16"H X 6 1/2"D 21 W LED 3000K BLACK -- REPRODUCED OR USED ON THIS OR CT WITHO SC4 WALL SCONCE EXTERIOR BEGA 805.684.0533 22 663 6.75"X 6.75"H X 2.75"D 4.2W LED BLACK UT -- WRITTEN ANY OTHER PROJE CONSENT FROM THE ARCHITECT. M1 MONOPOINT VARIES PHILIPS LIGHTOLIER -- LT08 2 1/4" DIAM X 4" 8.9 WATT LED 2700K WHITE INSTALLED WITH CORRESPONDING TRACK THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CL1 COVE LIGHT VARIES GM LIGHTING 866.671.0811 LTR300-27 16.4' MAX 2.6 WATT/FT 2700K CONDITIONS ON SITE PRIOR TO --- - BEGINNING ANY WORK. REPORT ALL FL-1 FLUORESCENT KITCHEN LITHONIA 800.858.7763 WRT 2'-0"x 4'-0" 32W WHITE - DISCREPANCIES IN WRITING TO SOUSA FL-2 FLUORESCENT KITCHEN LITHONIA 800.858.7763 WRT 2'X 2' 2'-0"x 2'-0" 31 W WHITE TD BE INSTALLED WITH CORRESPONDING DRIVER DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND -- -- SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE TOWN OF HYANNIS AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. L I N E - V O L T A G E P E N D A N T S / S U S P E N S I O N VINEYARD VINEYARD VINEYARD Karam Pendant BAMBOO THE QUALITY OF WORKMANSHIP AND 5:3• HYANNIS,MA MATERIALS USED SHALL COMPLY WITH DESCRIPTION I36mm ALL TOWN OF HYANNIS AND MA STATE Unexpected scale and extraordinary texture join forces to define ,.8• the incredible Karam pendant light from Tech Lighting.Made •46mm BUILDING CODES. DRAWINGS SUBJECT entirely of ceramic material,the inner and outer walls of each 144• LIGHTING PS TO APPROVAL BY ALL GOVERNMENTAL over sized shade is textured and painted by hand to create the rough and inherently unique appearance.Small Incandescent 1151 min version includes 120 volt,72 watt medium base A19 lamp. achwtable AGENCIES HAVING JURISDICTION ALL Large incandescent includes 120 Volt,150 watt G40 globe ._ NEW CONSTRUCTION TO COMPLY WITH lamp.Small and Large compact fluorescent versions Include GX240-3 base 32 watt triple tube compact fluorescent lamp APPLICABLE HANDICAPPED (electronic ballast included).Small and Large LED versions include 120 volt,19 watt A21 Philips LED lamp.Incandescent ACCESSIBILITY LAWS. version dimmable with standard incandescent dimmer.LED 186• �.- version dimmable with an LED compatible dimmer.Consult 472 rnm field-cuttable cloth cord to match finish selection.provided with bladuDleck ,_ 1 i lamp manufacturer for more Information.Fixture pro t (I II 11 L s 1 I INSTALLATION 1 1 I I I -�•' >+"�"'"` This product can mount to either a 4'square electrical box with 21 3• I I I , 1��•�r`� ' _ �,�1 �I' round plaster ring or an octagonal electrical box(not included). L S41 mm / WEIGHT 12.001b/5.44kg 3 4.5• i 111 y E I A '- 1114mm 8mm �itiiii 4i �_ ! � 1829mm t .«.- { I I adjustable ! I 0.1• j i I I 257mm ' T - 7 , 297 rrxn ' 4 I! � l ;:,:�. -- �..•c�,=' MANUFACTURER QUANTITY 'Ale MODEL/ITEM# large black/black small bleck/bIrn* large small - -- F4857 F4856 F4855 °nt:PWvd"te ` N,,PWWhne COLOR/FINISH INTERIOR HANGING INTERIOR HANGING INTERIOR HANGING SIZE ORDERING INFORMATION Hand-Worked Iron Hand-Worked Iron Hand-Worked Iron BULB TYPE TOO SYSTEM KRMP SHAPE OR SIZE COLOR LAMP Rusty Iron with Salvaged Wood Finish Rusty Iron with Salvaged Wood Finish Rusty Iron with Salvaged Wood Finish --- - - ------ - ------ --- 7D LINE-VOLTAGE PENDANTS/5'.:SPENSION L LARGE BB BLACKIaLACK INCANDESC ENT 12aV DIMING 22.5"W33"H 18.5"W28.5H 13.5"W21"H a aM�l CINCONCRETEMHITE -CF COMP ACT FLUORESCENT 120V C ISSUED FOR: F277 COMPACT FLUORESCENT 277V Canopy:5.25"W 0.75"D Canopy:5.25W 0.75"D Canopy:5.25"W 0.75"p -LEOag7 A21 LED eo DRI nooK,2ov ----- ----- 8-60W Cand Base 6-60W Cand Base 3-60W Cand Base LEAD TIME 10°stem not inducted in measurements. 8.5°stem not included in measurements. 6.75"stem not included in measurements. UNIT PRICING - PERMIT Use of stem is optional. Use of stem is optional. Use of stem is optional. 700_KRMP Shown with optional Early Electric Lamps. Shown with optional Early Electric Lamps. Shown with optional Early Eectnc Lamps. CONTACT INFORMATION sales(C dudoandco°com FIXTURE SOUSA design T EC H LIGHTING - - -- 7400Lind.rAvenue Ta47.410.440o NOTES. REMARKS Skokie.Illinois OW77 F 847,410.4500 _-I._____ ._.. A r c h i t e c t s Tech Lighting,L.L.C. TROYLIGHTING TROY LIGHTING TROY LIGHTING vo "hUghtir,o:i-tLting.I. :o.--k.tio irgrI emmtowIth..notlacelianofTechLlphtlq L L C SOUSAdesign 81 Boylston Street,2nd Floor Est 1963 Esc.1963 Est.I963 Architects Boston,MA02445 14508 Nelson Avenue,City of Industry,CA,USA(91744) Phone:626-3364511 Fax:626-330-4266 www.troy-lighting.com 14508 Nelson Avenue,City of Industry,CA,USA(91744) Phone:626-336-4511 Fax:626-330-4266 www.troy-lighting.com 14508 Nelson Avenue,City of industry,CA,USA(91744) Phone:626-336-4511 Fax:626-330-4266 www.troy-lighgng.corn 617.879.9100 www.sousadesign,com P1 P2 P3 P4 P5 AR�h A. low-voltage pendants C U R R I: Y co Gv1 O mini-isla pendant mini-jasper pendant s . 9 7 T' ACME �A Bit DESCRIPTION DESCRIPTION �O� �, 5s. �J Irregular round-shaped glass with a hand blown Outer transparent glass and inner cased opal glass - lf��, organic seeded technique leaves hundreds of bubbles are hand-blown and then hand-paddled for a unique, 4 5 suspended within the glass.Includes(1)35 watt low- organic look.Includes(1)50 watt low-voltage GY6.35 fi ff 0P ,j voltage GY6.35 base frosted Xenon bi-pin lamp and 6' ""'� base Xenon bi-pin lamp and 6 of field-cuttable .� of field-cuttable suspension cable.For use with 24 volt suspension cable.For use with 24 volt transformer, transformer,add suffix-24 to item number. add suffix"-24"to item number. f WEIGHT WEIGHT 1 581b/0.72kg± 51b/2.27kg± . ..C- 7300- smake S"blue 1605 Job # i .•, y: P.W. Ckd by ,318min Drawn b • S.A.S. 1 S6 min I Ski min �f :�. "��irr�r -«warm n Date: 05.09.2016 177 min Il 8.!r . 21, an � � a I I Revisions ZANZIBAR RECTANGULAR CHANDELIER --_-" -- 9034 .. _T_ ooliIliiiiik ' tH'r aqua 6'­" dear aRcka Steel blue DIMENSIONS:45w x 20d x 16h Adjustable from 20 to 67 FEATURES: am clear Plane after place of burnished Raj Mirror brings 0 stunning radiance to MATERIAL:Wrought Iron/Mirror interiors,beautifully reflecting light from within an attractively aged - -- - FINISH:Light Bronze Gold/Raj Mirror Light Bronze Gold wrought iron frame.The bestselling Zanzibar LULWORTH TABLE LAMP F3898 ORDERING INFORMATION ORDERING INFORMATION Rectangular Chandelier is a stunning large scale fixture designed to 6000-0045 INTERIOR HANGING model color finish lamp mount model color finish lamp mount FREIGHT INFORMATION:Motor Freight enhance interiors with an innovative,eye-catching focal point. HS606 AM amber eZ bronze IBM GY6.35 Xenon 36w FSJ fusion jack HS539 CR clear BZ bronze 18 GY6.35 Xenon 50w FSJ fusion k ITEM WT:60 NUMBER OF LIGHTS:12 Hand-Worked Iron and Cast Aluminum p. Act ayue SC satin nickel MPT rrwnopaint BU steel blue SC satin nicker MP7 nlonopriot PKG WT:80 Cleat Pressed Glass BR brown MRL monorail MRL monorail MAXIMUM WATTAGE:720 SHADES:Off White Shantung 8x24x13.5 OR clear DIMENSIONS:33h g AgedSilver Finish SMamoke WATTAGE PER LIGHT:60 32"W 18.25"H MATERIAL:Glass/Bross MAXIMUM WATTAGE:150 FINISH:Gray Mercury/Silver WATTAGE PER LIGHT:150 Canopy:5"W 1"H 740o under Avenue Y ry/Silver Skokie.IlllnO s 60077 7400 Lii der Avenna - ---- I FREIGHT INFORMATION:FecIEx/UPS 1-100W Med Base FDCrURE TYPE. T.N fizfi s3oo B Skokie,Illinois 60077 JOB NAME: FIXTl1RE TYPE: - F 847 626 6350 T 847.62630 NOTES: www.lblli htin JOB NAME: F 847.26.6350 ---- a g'con, NOTES: www.lbllighting.com ----- _ =016 LBL Lighting.All Rights Reserved.The"LBL Ugh tins"I rig" ephlc le e rapktered trademark of LBL LlpMing.LBL Lighting me-tit dgM to � ` ®201a LBL LlpMing.PJI Rights Renervetl.the"LBL LlpMing"graphic Is a cherpe liP•Clfic•Ilens tar praduci ImprevmeMe without-tricatlon LIGHTING JregMend trademark of LBL Lighting.LBL IJghting reserves the right to chenge a 611cetiona for product Improvements without noidlctllon. SPECIFICATIONS TROY LIGHTING F't 1,)(1 All work©2016 Currey&Company All work©2016 Currey&Company 14508 Nelson Avenue,City of Industry,CA,USA(91744) Phone 626-336-4511 Fax 626-330-4266 www troy-Ilghhng coin P6 P7 P8 P9 TL Awl m3m I These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies LIGHT FIXTURE SCHEDULE * CONTRACTOR TO PROVIDE ARCHITECTS WITH LIGHT CUT SHEETS FOR APPROVAL PRIOR TO ORDERING ANY LIGHTS. DESIGNATION TYPE LOCATION MANUFACTURER CONTACT INFO. MODELNUMBER SIZE LAMP FINISH NOTES ACCESSORIES * ALL FRONT OF HOUSE LIGHTING TO BE DIMMABLE. P-1 PENDANT ENTRY TROY LIGHTING 626,336.4511 VINEYARD F4857 22.5"W X 33"H (8)60W CAND BASE RUSTY IRON W/SALVAGED WOOD « JASMINE P-2 PENDANT ENTRY TROY LIGHTING 626.336.4511 VINEYARD F4856 18.5"W X 28.5"H (6)60W CAND BASE RUSTY IRON Will SALVAGED WOOD « P-4 PENDANT DINING TECH LIGHTING 847.410.4400 KA AM PENDANT LARGE 21.3 W X 18.6 H A21 LED 0 CRI 2700K 120V RUSTY IRON W/SALVAGED WOOD -- BLOSSOM _P-3 PENDANT ENTRY TROY LIGHTING -_ BLACK P-5 PENDANT SUSHI BAR TUDO&CO sales@tudoandco.com SEPPO KOHO REPLICA ATTO BIG 13"0 X 8"H MED. BASE AGED SILVER FINISH -- P-6 PENDANT PDR TROY LIGHTING 626.336.4511 ACME F3898 32"W x 18.25" H (3)TYPE B, 25W MAX ANTIQUE -- 574 MA-1 32 P-7 PENDANT DINING - LBL 847.626.6300 MINI-ISLA PENDANT HS506 7"W X 6.1"H 1 B35 GY6.35 XENON 35W CLEAR W/SATIN NICKEL -- HYANNIS, MA 02601 P-8 PENDANT PDR LBL 847.626.6300 MINI-JASPER PENDANT HS539 8.7"W X 7.8"H 1 B GY6.35 ZENON 50W CLEAR Will SATIN NICKEL -- P-9 PENDANT DINING CURRY AND CO. 877.768.6428 ZANZIBAR RECTANGULAR CHANDELIER 45"W X 20"D X 16"H (12)60W CANDELABRA -LIGHT BRONZE GOLD/RAJ MIRROR -- TL TABLE LAMP HOST CURREY AND CO. 877.768.6428 LULWORTH TABLE LAMP 6000-0045 33"H 150W MAX f GRAY MURCURY W/ OFF WHITE SHADE -- R1 RECESSED VARIES WAC LIGHTING 617.542.3233 HOUSING: HR-LED309-N-27 4 1/2" SQUARE LED 2700 K BK/ BN TRIM: WAC- HR-LED351-BK/ BN R2 RECESSED VARIES WAC LIGHTING 617.542.3233 HOUSING: HR-3LED-H18D-ICA 4 1/2" SQUARE LED 2700 K BK/ BN TRIM: WAC- HR-3LED-T918-BK/BN ALL DRAWINGS, SPECIFICATIONS AND - -- ----- AL --- - ARCHITECTURUR DESIGNS ARE THE SC1 WALL SCONCE BAR REJUVENATION 844.800.0818 YEON DOUBLE SCONCE #AO167 4.5"W X 19"H X 5.38"D 60W MAX INCAND. POLISHED NICKEL -- PROPERTY SOUSA DESIGN ---- SC2 WALL SCONCE WOMENS/MENS RESTROOM WAC LIGHTING 617.542.3233 ASHTON WS-39513 5.5"W X 13.74"H X 4"D 25.5W LED 1093 ANTIQUE NICKEL -- ARCHITECTS AND SHALL NOT BE SC3 WALL SCONCE EXTERIOR BEGA 805.684.0533 66 610 4 5/16"W X 6 5/16"H X 6 1/2'"D 21 W LED 3000K BLACK -- REPRODUCED OR USED ON THIS OR _ --_ _ _ __....__- -_ ANY OTHER PROJECT WITHOUT SC4 WALL SCONCE EXTERIOR BEGA 805.684.0533 22 663 6.75"X 6.75"H X 2.75'"D 4.2W LED BLACK -- WRITTEN CONSENT FROM THE - - --------- - - , - ARCHITECT. M1 MONOPOINT VARIES PHILIPS LIGHTOLIER -- LT08 2 1/4" DIAM X 4" 8.9 WATT LED 2700K WHITE INSTALLED WITH CORRESPONDING TRACK THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CL1 COVE LIGHT VARIES GM LIGHTING _ i 866.671.0811 LTR300-27 16_4' MAX 2.6 WATT/FT 2700K CONDITIONS ON SITE PRIOR TO REPOR A FL-1 FLUORESCENT KITCHEN AITHONIA 800.858.7763 WRT 2'-0"x 4'-0" 32W WHITE LL - DISCREPANCIES BEGINNING ANY WORK. T IN WRITING TO SOUSA FL-2 FLUORESCENT KITCHEN LITHONIA 800.858.7763 WRT 2' X 2' 2'-0"x 2'-0" 31 W WHITE TO BE INSTALLED WITH CORRESPONDING DRIVER DESIGN ARCHITECTS BEFORE - OCEEDING WITH AND SHALL ACCEPT FULL RESPONSIBILITY j FOR SAME. DRAWINGS SHALL NOT BE SCALED.ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE TOWN OF HYANNIS AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR - - SHALL CO-ORDINATE HIS WORK WITH 4/21/2016 Rcjuvp tior ALL OTHER CONTRACTORS. ASHTCIN - model:WS-395 WAC LIGHTING HR-LED309-N WAC LIGHTING THE QUALITY OF WORKMANSHIP AND A F J U V E N T I 0 N Wall luminaires for light in two directions Impact resistant ceiling and wall luminaires-unshielded 3" LEDme��-Non-IC, New Construction Housing Res onsible Lighting n MATERIALS USED SHALL COMPLY WITH dweILEDT''1Vanity Responsible Lighting p g g ALL TOWN OF HYANNIS AND MA STATE Lighting & House Parts Fixture Type: 5 TAPING CODES. SUBJECT t, Fixture Type: TO APPROVAL BY ALL GOVERNMENTAL --___ ,, T �-'�•-'� - _- __ AGENCIES HAVING JURISDICTION ALL Yeon Double Sconce T NEW CONSTRUCTION TO COMPLY WITH Housing:One piece the-cast aluminum for direct attachment to a BEGA 538 small Type; I Housing:One piece die-cast aluminum with mounting hole for Type: 3h" Catalo Number: direct attachment to the wart over a 31h'or 4"octagonal wiring min 14h' - 9 open) A3 box.Die casein are marine redo,copper free(s D.3%Copper gonal coin BEGA Product: Catalog Number: Item#A0167 g rig 9s 9 BEGA Product: ' maxz4%" 9 APPLICABLE HANDICAPPED content)A380.0 aluminum alloy. box.Die castings ere marine grade,copper free(s 0.3%copper �r, h http://www.rejuvenation.com/s/h024 Project: content)A360,0aluminumalloy. PfOjeCt: ACCESSIBILITY LAWS. Project: Enclosure:Tempered clear glass,i<r"thick,retained by one piece die cast Voltage: Project: aluminum step baffle frame,'slot'focusing prism,secured by stainless steel Voltage: Enclosure:Molded clear glass refractor,Y,'thick with internal 6° Specification Detail screws threaded into stainless steel inserts.IMernal full,semi-specular reflector. Color: structure and translucent white ceramic coating retained by Color: Location: Fully gasketed for weather tight operation using molded silicone rubber one piece die-cast aluminum frame,Frame is secured by four Options: , Location: 'U-channel'gaskets. Options: stainless steel captive screws threaded into stainless steel �- - -- ---� Item# A0167 Modified: _ Electrical:Lampholders:Incandescent are double contact bayonet,stainless steel, Modified: inserts.Fully gasketed for weather tight operation using molded Socket t rated 601 Available in 120V only. silicone rubber"U-channel"gasket. PRODUCT DESCRIPTION SPECIFICATIONS e - Yp Incandescent � I Finish:All BEGA standard finishes are polyester powder coat with minimum 3 mil Electrical:4.3W LED luminaire,7.1 total system watts,•40°C 3 inch LEDme'Non-IC new construction housing, Construction:Die-cast aluminumheat sink painted black. I - - thickness.Available in five standard BEGA colors:Bieck(BILK);White(WHT); start temperature.Integral 120V through 277V electronic LED includes three 3W LED's.For use with LEDme"3 inch trims. Housing and junction box are 20 gauge steel. Shade(s)Chosen B0078CC Bronze(BFl Silver(Sil EurocostN(URO).To specify,add appropriate suffix driver,0 1 OV dimming.LED modules)are available from factory Frame and hanger bars are heavy gauge galvanized steel, to catalog number.Custom colors supplied on special order. for essay replacement. Standard LED color temperature is FEATURES Max Wattage Per Socket 6O W PRODUCT DESCRIPTION I 30DDK with an 85 CRI.Available in 4000K(85 CRI);add suffix J-Box:Seven knockouts and four Romex'style wiring connectors g U.L.listed for US and Canadian Standards,suitable for wet locations. K4 to order. Cutout:3%" provided for ease of installation.Rated for branch wiring. A transitional ADA compliant luminaire to satisfy demanding applications In fine residential and public spaces.The sleek.streamlined cylinder of etched opal glass Protection class:I 65. Nob:LEDs supplied with luminaire.Due to the dynamic nature 100,000 hour rated life UL Listed UL Listed is embraced with handsome plated metal for an elegant finishing touch.This versatile LED luminaire adds brilliant flattering illumination totoday's vanities or Driver.Electronic driver,120VAC/60Hz input SW output,700mA current. corridors.Round wall plate and metal accents featured in four stunning finishes.Mounts vertically or horizontally, of LED technology,LED luminaire data on this sheet is subject Accommodates ceiling thickness up to 1" Power factor>0.9.Dimming with thermal protection. to change at the discretion of BEGA-US.For the most current Suitable for damp locations UL Location Damp technical data,please refer to www.bege-us.com. Light Source;Includes three 3W ANSI compliant Warm/Neutral LEDs FEATURES SPECIFICATIONS UL and CUL Listed for the finest color consistency possible.Replacement modules available. Flnieh:All BEGA standard finishes are polyester powder coat 5 year WAC Lighting product warranty Canopy Width 4-1/2" Etched opal glass Construction:Durable die-cast aluminum canopy and hardwares,with with minimum 3 mil thickness.Available in five standard BEGA Dimming:Dimmed to 10%with electronic low voltage(El dimmer. Vertical or horizontal mount colors:Black(BLIq;White(WHT);Bronze(BP4;Silver(S thick Opal glass. LV); FIXTURE PERFORMANCE Overall Width 4-1/2" ETL&cETI Wet Location listed Eurocoet'""PRO).To specify,add appropriate suffix to catalog Mounting;Supplied with hanger bars,adjustable from 143i"-24%"to ADA compliant number.Custom colors supplied on special order. 'dote u Color Ter10 Watt L�mens Efficacy Effi CRI accommodate various joist construction and grid sizes.Hanger bars • _ CSA certified to U.S.and Canadian standards for wet locations. HR-LED309-N- 32700K000K Include a captive mounting"screw-nail"for ease of installation. Overall length 19.00" Smooth and continuous ELV dimming Protection classIP85 HR-LED309NW 301 8W 8W 4?3 5Z.13 52.0 Lm/W BS Lm/W 85 Accommodates surface up tot"thick.3%"Cutout hole. •Transformer located in J box WS-39513 emits Weight:2.9 lbs. j its downlight as well as ambient Tight Overall Projection 5.38"" I HR-LED309 N 35 3500K 8W' c40 55.0Lm/W 80 RaUnq:Non-IC:Insulation must bekept at least 3"away from the housing. • HR-LED309-N-C 4500K 8W 515 67.4 Lm/W 75 90 CRI Standards:UL&CUL Usted. Number of sockets 2 LuminaireLumens:210 2700K(3000K and 3500K available as special order) Tested in accordance with LM 79 08 277V available" (special order) Shade height 8 50,000 hour rated LED Delivered life ORDER NUMBER REPLACEMENT MODULES S year warranty Model P Color Temp Model u Color Temp L Watt Lumens Lumens Finish HR-LED309-N 27 7700K RM3X3-27-DL 2700K W illRM3X3-30-DL 30WK •"�- y<. c 35 > Rli 35-DL 3500K C a.l'I•: RM3X3 45-DL 4500K WS-34513 AB HR-LED309-N - ISSUED FOR: AN tj -xa�r Ic HR-LED309-N-C " v -• � (` WS-39522 PN _,__.._--� A a J PERMIT COMPATIBLE TRIMS WS-39528 o Models Description Finish-(where there is a slash the letters cdrrespondas:interior finish/exterior6nlsh; HR-LED311 Round,Open Reflectorpownlight Black/Brushed Nickel(SK/BN),Black/White(BK/WT),White/White(WT7WT) HR-LED321 Round,Step Baffle Downlight Black/Brushed Nickel(BK/BN),Black/White(BK/WT),White/White(WT/W1n SOUSA design WS - - HR-LE D331 Round,Shower light Chrome(CH),White(WT) Example:WS•39513-BB Dual light distribution +' - HR-LED351 Square,Open Reflectorpownlight Black/BrushedNickel(BK)8N),Black/White(SK/WT),White/White(WT/WT) A r C Ill I a e C t S For 277V special order,acd an"F"before the finish:WS-39513F-BB v HR-LED371 Square,Shower light Chrome(CH),White(WT) For alternate color temperature,special order adding 30 or 35:WS-39513-35-68 1 Larnp Lum°n A B C D wd•,u ooz' L-ps A B C 66810 110OW T4 DOB 1900 4'A W/° BY, 3'V, 19538 226W 120 4.3W LED BY, 6Y, 2'/ Example:MR-LED31 1-SK/BN See individual trim specsheets for complete information. •s,,a upon,.re wring box ii 81 Boylston Street,2nd Floor waclighting.com Headquarters/Eastem Distribution Center Central Distribution Center Western Distribution Centro WAC Lighting Headquarters/Eastern Distribution Center Western Distribution Center Boston,MA 02445 Phone(800)526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue SEGA-US 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www,bega-..s cc- BEGA-US 10DO BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us com www.waclighting.com 44 Harbor Park Drive•Port Washington,NY 11050 1750 Archibald Avenue•Ontario,CA 91760 Fax (800)526.2585 Port Washington,NY 11050 Lithia Springs,GA 30122 Ontario,CA 91760 OcopyrigN BEGA-US 2016 Updated 02/15 Ocopyrlght BEGA-US 2016 Updated 04/16 Phone(800)526.2588•Fax(800)526.2585 Phone(516)515.5000•Fax(516)5155050 Phone(800)526.2588•Fax(800)526.2585 617.879.9100 www.sousedeslgmeona http://www=juwriation.com/catalog/products/yeon-double-sconcc!configumtions/aged-brass-clear-shades/print?snip_Prl=http%3A%2F%2Fw xcjuvenation.Q.. 1/1 WAC Lighting retains the right to modify the designofourproductsatanytimeaspart°fthecompany'scontinuousimprovementprogram. AUG201S WACLightingretainstherighttomodifythedesignofourproduL4iatanytkneosparto/thecompany'SmMipuQuslmprovementprogram.JUL2014 SC1 SC2 SC3 SC4 -- R1 (HOUSING) AR HiTelll, HR-LED351 WAC LIGHTING GMLighting LEDTASKTM FLEXIBLE LED LINEAR RIBBON SERIES iL/THON/A L/GHMIIII L/THON/.4 L/GAfMill �1 b°�r �`� No. 9587 3" LEDme" Open Reflector DownlightTrim Responsible Lighting - - 12VDC LEDTASK'" PAo2ECT C _ I Ce PHILIPS _ STANDARD OUTPUT FEATURES&SPECIFICATIONS FEATURES&SPECIFICATIONS SS• l r I-I C71-I 1 0I-I I.R FLEXIBLE LED LINEAR RIBBON GTAIAGMIaeF.R INTENDEDUSE -Genera ilum liinationforooran oor,covere indoor and vIdealforshow- TypeINTENDED USE-Genetalllluminationfawan inddoutdoorcovere, dcei ocatio ling lns.Idealfasowe hrs, Type KC Q- - - -- -_ - - _----- ---- -- , y rs,naerrooms,retionilfadl liftchem and other applkations calling faawet locationlisting. oar•n,ms;recreational facilities and other applications calling fera wet location liu qing. 0H PS S Fixture Type: aea / (ONSTRUCTION Availableforla in grid orwithmiteredflan dtrimwthswin-outhei ers. ---- CONSTRUCTION Avallableforl -- ----_- ---- -- -- --- --- ------ -- - Y 9 � 9' 9 9 ay-ingrldailingsawithmlteredflangedtrlmwhhswingouthangers. PRODUCT DESCRIPTION Cede estttlhousin fonnedlromcoldrolledsteel.Closedtellneo neoprene sketin between the lens, Recessed Wet Location Troffer Code u steel housing Wmedfromcoldrolledsteel.Closed-cellrleorene asketin between the Recessed Wet Location Troffer s gaug 9 a 9a 9 W 9e 9 p 9 9 Catalog Number: irregular is a flexible LED linear ribbon that conforms to straight curved and doorframe,housing and mounting surface.Extruded aluminum dwrframefeatures mitered comers.Cam lens,doorframe,housing and mounting surface.Extruded aluminum doorframe features mitered comers. irregular architectural coves,bannisters,recesses,and other constructs where latches on doorframe ensure a p°sl0ye seal.Lenses available to meet a varlety0f lghting needs and feature Cam latches on doorframe ensure a posilive seal.Lenses awilable to meet a variety of lighting needs and 234" --- - -- even,energy saving LED illumination is specified.Available in a 5 meter(16'4") 100%UV stabilized acrylk.Lenses feature optional internal prisms to maintain a smooth,easy-to clean 1 features 100%Ulf stabilized acrylk.Lenses feature optional Internal prisms to maintain a smooth,easy i P°jQc1 reel,LEDTask can be cut in the field to achieve virtual) a custom installation. ■■ RT 2 X 4 WRT 2 X 2 <A„ 1 i , Project: `' -- Y cry atersurface -' to denautersurface. i . Location-. Available in5500K"Pure White,2700K',3000K'and 3500K'Warm White, Rnish: 11mmetil parts are finishedwithelectrostatkii deposited,thermally set,polyester powder paint Finish:All metal parts are finished with electrostatially depi Vermally set Polliester powder paint 2" Location: - Cat No Red,Blue,Green,Amber.and Purple. afterfabdcatbn. afterfalix ion. •.,.-„ ,� ELEaRKAL Tbermelly protected resetting,resetting,Class P,HPF,non-PCB,UL listed, CSA certfied ballast is ��----�-- ELECTRICAL Thermally protected,resetting,Class P,HPF,non-P CB,UL listed,CSA cMif ed ballast is Type: ___ PRODUCT SPECIFICATIONSi e,a• !Y standard.Energy saving and electronic ballasts are sound rated A.Standard combinations conform to UL ' 2.3 4 or L it,Ds standard.Energy saving and electronic ballasts are sound rated A,Standard combinations conform to UL 2,3 OR 4 LAM PS e -e e Lamps: City Construction:LEDTask is a flexible LED ribbon that conducts power via the N.s" �:ae4•-.eyraar 935.Tested in compliancewith Federal Standard 209E by independent lab. 935.Tested in complance with Federal Standard 209E by independent lab. Job # 1 605 •- LTW-24 connectors and 1 LTW-24 affixed to start of reel. -�-�- LTW'series ribbon to power supply connectors.Included in each reel are 3 Notes: LISTINGS---UlGsbed(standard).CSA Certified or NOMCertif"d(see0ptions).ULListedfawetlaations, LISTINGS UL Listed(stani CSA Certfled orNOM Certified(see Optionsi.UL Listed forwet locations. Electrical Each of the 300 LED's per real(19 LED's per foot)are.08W,equal- +•-- i WARMNTY 1-year limited warranty.Complete warranty terms located at / WARRANTY 1 year rn ted warrami Completewarrantyterms located at PRODUCT DESCRIPTION SPECIFICATIONS ling 1.52 watts per foot,Total Amps perreel is 2,50,000hclife. ® " ® ®�® - ' wv1w45WSYbr�ilds.torn/CusS9mtLRfsS rc _erm��_nd.conditill n x ._ ?ems and cc tions,aspx Sqcare recessed trim with interior open reflector. Construction:Durable die-cast aluminum construction. The PhilipsLightotierCorePro LED Mini Cylinderisacompletelyintegrated Temperature:2700KKO K,3500Kand5500K. f Adualperfbrmancemaydilferasarewltofend-usaenvironmemandapplKation. _ _ _ _ =ct.aaer<or�T�ancemaydfferasarsu'otend-userenvironmemandapplication. P.W. S.A.S. For use with HR-LED309 series housings. Three heavy gau a retention cli s hold trim firm) to housin 2.25"aperture,8.9W, - Drawl) by: Ckd by: 9 p Y 9' LED luminaire.By combining the optics,light source,thermal management PowarSupplies:Seechartatrightforcompletedescriptionsandcatalog Note:Spmftcarisubjecttochangewithoutnotice. %rite:SpecficationssubjecttochangewitlroutWke. 7001m track head numbers. Light Source:Utilizes three 3W LED's(included with housing). system and driver into a single housing,this luminaire provides a sleek look FEATURES 9 9 Dimming:Yes with dimmable power supplies(see at right)utilizing low voltage . .. Dimmable Supplies See individual housing for wattage rating. suitable for lower mounting heights and smaller spaces.This small,sleek magnetic on/off wall dimmer(by others). Sin(61.0) is 05.09.201 6 lTP•2 2amp-switc•reble-120Vmidandplua•92VDC,"v2A.Electronic Date: Less than%"thick super low profile die-cast aluminum trim luminaire design offers efficacy up to 801m/w. Mounting.3M double stick mounting tape pre-affixed to LEDTask Flexible _- � Length:24161.0) D --- Flnbh:Powder coat paint or plated metal finish. Ribbon LTPa setup•ea4t dnbla•lzov Card and pros l2vtxdasA a acaonK. - Recessed depth from LEDs to trim edge is 2ae" Available In Black baffle w/Brushed Nickel trim(SWON) Connectors:See chart below Length:48(121,9) 1 Width;24(61.0) • Narrow flood beam read LTH-2 21 amp-12VDC-25W metal chassis hwdwlr.Se-terminals aP Width:24(61.0) Depth:3-3/4(9.5) and White baffle w/White trim(WT/WT), Ordering guide Example:LTOeRNF830AL.LTOBRNF930ALCW Label:UL k326687.American Lighting Association Pt� _ 100,000 hour rated life LTH-4 42 amp'12VDC•SOW meW ch.esh 1"rdwfn.Screw terminals ---- - Kelvin temperature(color)_200 Depth:3-3/4(9S) ht_"I's B,Bk 1 ' P 9 yY 9 seri.a Beam Spread CRI7CCT Flnkh Op"ons ltHa B.5 em0 12VUC 100W metal chassis hardwne Screw te•^finals arc -�^a_,�.�a_--.--•----- `"'�� Dee regression produces a via lot ryglare with a0°cut-off angle Standards-UL&CUL Listed. mounting feet.electronic. Weight 22lbs(9.9 kg) Handles All dimensionsare inches kentknelers)unless otherwise zpecifred. 5yearWACFLghtingproduct iwarran LTOB LTH•16 W7amp-12VDC-20OWmewchmistwavoire.Screwtemrolawd All dimensions we Inch"(centimetersiunlessothemisespeche; ReVISIOl11S mountragla",Electronic. - LT08 CoreRo LED Mini Cylinder 827 CRI BO 2700K AL Aluminum CW CrispWhite' " - RWF 35*Wide Flood 0 RI K M2 LTC-1 LrH-zs zsa.mp lzvoc-3zowmetalcM"i,berdwo-e.screwtermmalsand ---=` � ' forshonestleadrmes,configure)xoductsusingstandard_cpNaafshorruinb6ld). Example: 930 CRI 90 3000K .r_c�;o r;bbon concecto� p - P ( P 2WRi --.. __-.. __ --- mounting,feet.Electronic. - .._.._ .._--____-- ___-. _ __-_-. ___.___ LTC-3 'E,ipbllbbontoribboncomeCtPr LTH-60-DIM oimmaMe-R9mery,120VAC.6CHz0.50amps.SK.14.ry:12VAC/DC, � �:''' •s"'tes�.:aC us.:.--car^ rodudsus-r.standardolionsshowninbold) - Example: ° I I ORDER NUMBER FINISHES PHOTOMETRY 'CrlspWhileavoltublefor930only M1/M3 12VDGSamps,maxlmum6OW. am rSxlas I Trim Lampe Over frame DHFVAr Fa other wnfigurations and variations please contact the factory LTC-12 12'Ilexible r,bnon to r'bbcn co�ne::or _ Fa fly type YaRa/e �LEOM More x Fi^'sit Reflector/Trim BK/BN WT/WT LTC-24 24'INxRAa Hbbon to ribbon connecbr ITH M-30-DIM oimmeme-cress n.lzOVAe.6oHe.maximum Sow ourour,+zvoc SgfNa Trim type Lamps' Lamp type Doorframe Diffuser type' Voltage Options . 2WRi Recessed G Lay in grid 2 14 Nomina114W (blank) fiosh A12125 412 pattern 120 ShlooeQ installed lnfixture wet trim T5(22") aluminum, acrylic, ITHM-sO-DIM D+mmab"-Prim. 120VAC,60Hb 0,43amps.$Kandiry:❑YAC, -s 3 277 GEB Ekctronicballast(s)s20%THD HR•LED351 BKiBN B:Ock/8rushedNickel LTc-n 36'nezibleribbontoribbor+connecto• ry: 2WRi Recessed G Layingrid 2 (blank) Flush A12125 acrlic, 120 ShiygsdlnstalltdiRfixtu[e location whhe 125"thick - -' - WT/WT White/Wh7te uvlX.aamps,mazlmum5ow. yY 277 F Overlapping 17 Nominall7W LTe•60 60"fkxib4rlbbontoribbonmrn.ctor loci trim aluminum, acrylic, GEl1dS Election troller, 4' 347 GE9101S Fledronicballast(s)s10%THD,Instantstart LTHM-100•DIM Olmmable-Input:120VAC,60Hx.Outputl2VDC.aAmax.,100W.Nema location while 125"thick flanged trim T8(24') fN Hush A15 al5pattern MYOLP GEB10P5 Eectronicballast(s)510%THD, r F Oarlapping 3 32 (48}TB 2'wide Lrw6 6'exmle•mboetpaorersupolrconhecto, 3Rendwu,e troller 4 l 347 GE81OPS Electionicprogrammedrapidstart (B1 Nominal aluminum, acrylic,.2" program flan flanged FN Flush A15 al5pattem I rapid start - --- 9 T5 natural thick Features Electrical CrispWhite Technology LTHM-200-DIM Dlmmal-Input:120VAC,60HiClutwAl2VDC,16Amax.,200W, 6 aluminum, acrylit.2 MYOU I GEB10A5 Ekctronicballast(s)st0%THD,rapidstarY TBU-lamp 90CRI 3o00K only) iLTWM za"Ikz10"ribbon to pnrver supply ro"sector 28 28WTY (24") FM Flush A19 al9pattem ELDW Emergmcybattery pack(nominal 300 ( y) Nama3Rencbsun, natural thick ELDW Emergency batterypack(nommal3WlumensF aluminum, an lK omens)" - J 1. Track attachment Mting:Molded Electronic power supply LTW-" 4e flexible nbbo,t000we,wu,,Jyce-:•,ector 54 54WTP FM Flush A19 a19 pattern i U316 31WT8 Y J polycarbonateIntegralcoloringray,black The Lumileds90CRICfispWhttetechnology I LTHM-300-DIM Dimmable Input:120160HZ.OutWC12VDC.25a°*p5300W.Nema W El Emergency battery U-lamp matteblad[ .IWthkk EL5DW Emergent battery pack[nominal 500 HR-LED 351 - or while.Rotates into place with the use Input voltage 120,50/60Hz combines the warm,saturated colors of high .LTw 60 60"fwmle riboon m power supply connector -- 3R enclosure uL listed for indoor and outdoor use. aluminum, M71i4 I El Emergent battery pack(nominal omens)°r CRI with crisp and vibrant whites.The small -- matte black .156"thick y ry spacing), 6"leg 3ear-1 A^.rc.37 ofapush tab. Input power:8,9W P El14DW Emergency battery pack(nominal l<OOlumensP sPMIn9)' El6DW Emergency battery pack(nomina1600 Example:MR-LED351-WT7WT ' l c, form factor and high quality of light make this 2.Push tab:Molded polycarbonate. High Power factor:0.99 an Impactful option for retail display areas. _ , GLA Internal fast-blow fuse° CF40 40WT5(24"I lumens) Locks and detaches unit. e ' GMF Internal slow blow fuse` EL14DW Emergency battery pad(nominal 1400 Lumen Maintenance:>7096 of initial lumens at lumens)6J° 3 Drle rand epnchoustn-Extruded 50.000hs LTR300-SO SM/16'4" 300(19#0 .08w(152W/ft) 2.0 ill 270OKWarmWhite 50,000fi firs. PW51836 Prewlrcsystem,l9 gauge,three-wire(one G internal fast-blow fuse' - - alumm um.Steel eyelet friction connection. circuit),C length(others available) COMPATIBLE HOUSINGS(ORDER SEPARATELY) Photometric performance LTR300-50-30 5M/16.4" 300(19/ft.) .08W(1.52W/ft.) 20 115 3000K Warm White 50,000 hrs. GMF Internal slow blow fuse' Rotates 180' SW PaIlnlxed and scratch-wrapped - Tested ln accordance with Ill PN'51836 Pre-wiresystem,l8-gauge,ihree-wire(one ----- --- ----- LTR300-50-WW SM/16'4" 300(19/ft,) .OBW(1.52W/ft.) 2.0 117 3500KWarmWhite 50,000firs. CSA CSACertified Rating Model s Installation Color Temp Watt Lumens CRI Input Current Dimensions Cutout a.movable contacCSolid bress.Extends for circui0,6'length(othersavailable) connection to 2nd circuit in Advent track. Catalog Number aemAngles I Flux I Power Efficacy I CBCP NOM NOM Certified LTR300-50-Pro SM/16'4" 300(19/ft.) .08W(1.52W/ft.) 2.0 134 SSOOK Warm White 50,000 his. SW Pelletized and Stretch-wrapped HR-LED309-NIC New COnhuctiOn 27 2700K 295 8s L:15-24)fa" W:644" H:5%" 3%" LTOORNF830 20"Narrow Flood 1633 8.9W 71.1 2926 W 3000K 295 85 5.Ground contact Solid brass. LT08RwFe3o 35'Wide Flood :702 8sIN 78.e 11537 L7R300-RD 5M/W4" 31(191 .08W(152W/fL) 2.0 9 Red 50,000 firs, CSA CSA Certified IGgatec SAW 120V 501 45OmA -- HR LEU309 RIC Remodel 35 3500K 374 80 NOM NOM Certified L 119" W:314" H:5%" 3%" 6 Integrated heat sink:Passive cooling,into- LTR300-BL SM/16'4" 300(191 .08W(1.52W/ft.) 2.0 12 Blue 50,000 firs. C4500K 375 75 _.. -_._-. - _---- -- -_-. -.__-------- -- __ - _._-------- ----__ - - --._.- grated I❑to optic and driver housing. Dimming LTR300-GR 5M/16'4' 300(19/ft.) .OeW(152W/fL) 2.0 34 Green 50,000 hrs. 27 2700K 413 85 7. Optics:Single optic TIR(total internal reflec- Trailing Edge(El HR-LED309-N New C'ontruction W 3000K 413 85 L:15-24Y2" W:61d" H:S%" 3%" g g ( )dimming. LTR300-AM SM 16'4• 30009 f lion)optically clear thermoplastic.Prevents / /tJ .08W(1.52W/ft.) 2.0 ?0 Amber 50,000 his. NOW Non-IC 35 3500K 8W 440 80 120V S0/60Hz 700mA dust and contaminants from entering the Labets LTR300-PR SM/16.4- 300(19/ft.) .08W(152W/ft.) 2.0 0.4 Purple 50,000hrs. Mot" ,Lampsnorduiiia. LIGHTING MR LED309 R Remodel C 4500K 515 75 L:11 Y" W:31 luminaire. 1 Lamps 4" H:5%" 3%" lumin nonndudM. 2 Strayed lamps with standard balbsts or cmnpat lamps vPoh elecnnk ballasts only. cULus listed.5 year warranty. 3 Notavaaablewbh 3-ors-lampf"ture meU3l SPECIFICATIONS 8 Light source:Single Luxeon 1203 NOTES. Includes(3)LTW-24 Connectors and(1)LTW24 Connector affixed at start of reel. 1 i4Wfoor-lamp max Example.HR-LED309-NIC-27 See individual housing spec sheets for complete information. 4 Add thesafixVforinvenedptlsms.Example:A15V chip on board Light emitting diode. ENERGY STAR-certified. 'Kelvin temperature(color)x200K. 3 Add the sufixVla internalprism;.Example:A12125V For GM Power Supply specs,voltage drop,etc.,please see our website at www.gmlighting.net S Elepiible bailor 120-277Vonly. _ 9.Finish;Powder coat finish. TT +Ekttronk ballan'10-2»V omy.MLstspedy GEB10I5 or GE9103. 6 Avaibale 120 or 2»V Doty. WAC Lighting Headquarters/Eastern Distribution Center Western Distribution Center C bl 05 �1� 5 MunsWffyvdni120o1277Ply, 7 MuSISWfyvoinge. -2013 GM Lighting Moke W.IL 60 Street Unit F Toll-FAX: 70(8478 264081t inf"gmilghting.net c us www.wadighting.cOm 44-iar0or Park Drive-Port Washington,NY 11050 1750 Archibald Avenue•Ontario,CA 91760 LT08 10/14 page 1 of 2 usTLC Mokena,IL 60448 FAX:(708)4784640 InfpyigmllghtlnR.net 6 Mus[sDedfyroltage.Na avaNabk MYDI?, a hpta"Ilablewith U31 lamps. Phone(800)526.2588•Fax(800)52fa2585 Phone(516)515.5000•Fax(516)515.S050 Phone(800)526.2588•Fax(800)5261585 V'lP,T 2y4 WRT 2X2 WAC Lighting retains the right to modify the design ofourproducts atony time as part ofthe company's continuous improvement program.JUL2014 R1 (TRIM) M1 CL1 FL-1 FL-2 Aml m3m2 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies 5-0" 1" 4'-2 314" V-6" 3'-0" 1'-6" 6" T-6" 1'-2 1/4"1" 3'-2" 1" 4'-8 1/2" WALL FINISH / TILE SCHEDULE RESTROOM FIXTURE SCHEDULE -- --- -- - DESIGNATION LOCATION MANUFACTURER CONTACT INFO. MATERIAL SPECIFICATION SIZE FINISH COLOR NOTES DESIGNATION TYPE MANUFACTURER ITEM NO. REMARKS ---- v v I CWT-1 WOMENS/MENS RESTROOM MALINE TILE 781.792.1780 NANURB 3"X 12" MATTE VANILLA GROUT COLOR:LATICRETE 90 LIGHT PEWTER TOILET TF1 TOTO CT705EN(G) SC534 SEAT COVER;(1.28 GPF)FLUSH;10"ROUGH CWT-2 WOMENS/MENS RESTROOM MAI INE TILE 781.792.1780 NANURB 3"X 12" MATTE COOL WHITE GROUT COLOR:LATICRETE 90 LIGHT PEWTER TF2 TOTO CT705ELN(G) ADA COMPLIANT,SC534 SEAT COVER;(1.28 GPF)FLUSH;10"ROUGH CWT-3 FIREPLACE PORCELANOSA 617.963.7666 L241708021-100115754 11 3/4"X 11 3/4" MATTE AICHI MIX WOOD GROUT COLOR:LATICRETE 90 LIGHT PEWTER URINAL U1 TOTO UT104E(V) TELI1 LN(0.5 GPF)FLUSH KTF1 FAUCET F1 TOTO TF1121 CHROME WC-1 ENTRY ANTHOLOGY 800.395.8760 01-SERI 110771 TRUFFLE -�O N �O SINK S1 KOHLER K-2200 CONICAL BELL ABOVE-COUNTER SINK _ _____ WC-2 DINING ANTHOLOGY 800.395.8760 02-STUCC0 110749 GRAPHITE - S -- S1 F- - - - - - - ____ _____ - STN-1 MILLWORK - STAINED ESPRESSO - JASMINE TF TF1 "' -- BLOSSOM � *ALL FIXTURES TO HAVE ELECTRONIC OPERATION. PNT-1 ENTRYlHOST/SOFFIT - _ SEMI-GLOSS - - *CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING FOR ALL GRAB BARS AND ACCESSORIES. PNT-2 DINING/BAR/PDR - _ _ _ SEMI-GLOSS 'CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR 574 - - APPROVAL PRIOR TO ORDERING, HYANNIS, MA 02601 TF1 _ �--- C4 M U1 - FLOOR FINISH / TILE SCHEDULE N RESTROOM ACCESSORIES - - ----- -- -- --- -- DESIGNATION LOCATION MANUFACTURER CONTACT INFO. MATERIAL SPECIFICATION SIZE FINISH COLOR NOTES O DESIGNATION TYPE MANUFACTURER ITEM NO. REMARKS - 2 i 9 -' PAPER TOWEL PT BOBRICK B-36903 STAINLESS STEEL RECESSED DISPENSER CFT-1 CFT-1 _— -_ __ - ___ ___ __ CFT-1 RESTROOM PROLINE 888.773.2645 PIETRA BAUGE 24"X 24" MATTE BIANCA GROUT COLOR:LATICRETE 78 STERLING SILVER TISSUE DISPENSER TT BOBRICK B-6999 STAINLESS STEEL SURFACE MOUNTED DISPENSER - - CFT-2 RESTROOM(BORDER) PROLINE 888.773,2645 PIETRA BAUGE 6"X 24" MATTE GRIGIA GROUT COLOR:LATICRETE 78 STERLING SILVER 5 3 i 8 6 SANITARY NAPKIN SN BOBRICK B-270 STAINLESS STEEL _ _- CFT-3 DINING/BAR KAISER TILE 480.216.2898 VITAL-LAVA 5"X 48" MATTE DARK GRAY GROUT COLOR:LATICRETE 45 RAVEN TF1 i WASTE RECEPTACLE WR BOBRICK B-43644 STAINLESS STEEL RECESSED DISPENSER CFT-4 WAITING/HOST AREA PORECELANOSA 617.963.7666 PARADISE MINIBROKEN EDGE NEGRO 32"X 32"X 1" MATTE DARK GRAY PRODUCT#:100068135/GROUT COLOR:LATICRETE 45 RAVEN ALL DRAWINGS, SPECIFICATIONS AND COAT HOOK CH AMEROCK BH26542-SS CFT-5 DINING/BAR CASALGRANDE PADANA 914.665.0654(PROSPEC) NEWOOD SEE PLAN MATTE CREAM GROUT COLOR:LATICRETE 45 RAVEN ARCHITECTURAL DESIGNS ARE THE N 4 i 7 GRAB BAR GB BOBRICK B-5806 1 1/4"0 STAINLESS STEEL,42"L _ PROPERTY OF SOUSA DESIGN M ' BABY CHANGE STATION BC KOALA KB-110-SSRE HORIZONTAL RECESSED STAINLESS STEEL _ ARCHITECTS AND SHALL NOT BE ''- - OFT-1 BAR/SUSHI BAR/KITCHEN DALTILE QUARRY FLOOR TILES 6"X6" ABRASIVE RED TILES TO MATCH EXISTING,CONTRACTOR TO FIELD VERIFY REPRODUCED OR USED ON THIS OR r rT CPT-1 PRIVDATE DINING Roots - ANY OTHER PROJECT WITHOUT C. T ------ --- - - - ----- WRITTEN CONSENT FROM THE - ULL SIDE � - ARCHITECT. RONT APPROA H: _ NOTE:CONTRACTOR TO SEAL ALL CEMENT TILE. N 2 X 60 CLEAR O U w \ _ \ OO -- *CONTRACTOR TO PROVIDE SOUSA DESIGN THE CONTRACTOR SHALL CHECK AND 71 ' B LOOR SPACE iV Q U Q 1 WITH MATERIAL SUBMITTALS FOR APPROVAL VERIFY ALL DIMENSIONS AND EXISTING w -i a c- O�w PRIOR TO ORDERING. CONDITIONS ON SITE PRIOR TO 1 BEGINNING ANY WORK. REPORT ALL i <CO 1 d W Q IQ CO / W d .JQ- DISCREPANCIES IN WRITING TO SOUSA o of cn t- `O 2-0' O DESIGN ARCHITECTS BEFORE LL t51LL JoX0 _--- is ME � X N I PROCEEDING WITH THE WORK AND 0. LL Lo LL 9 _ 3'-0" SHALL ACCEPT FULL RESPONSIBILITY ih TF2 o o -- - FOR SAME. DRAWINGS SHALL NOT BE ci "ah 4" 2'-4" 4" SCALED. ALL WORK SHALL BE CARRIED 1 1/2" - OUT IN ACCORDANCE WITH THE 1 DRAWINGS AND SPECIFICATIONS, AND 1 - I TO THE SATISFACTION OF THE OWNER io m CFT-2 m co - --- CFT-2 AND THE ARCHITECT. ----- - 1��,� EACH CONTRACTOR SHALL SUBMIT TO _--_- SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, 6" T-6" 5'-3 3/4" 1�1/2" 4" 10" 4" CUTS OF ALL THE ITEMS OF WORK Oj PRIOR TO THEIR INCLUSION IN THE W CONSTRUCTION. ALL ITEMS TO BE ENLARGED RESTROOM PLAN INCLUDED SHALL BE APPROVED FOR 4" ,' 1/2" MAPLE PLYWOOD, USE IN THE TOWN OF HYANNIS AND 1 Scale: 1/2" = 1'-0" NATURAL FINISH SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH 1/2" MAHOGANY, STAINED _ ALL OTHER CONTRACTORS. 1/4"PLATE GLASS ESPRESSO N THE QUALITY OF WORKMANSHIP AND MIRROR 2'-0"(17"MIN.) 1/2" MAPLE PLYWOOD, MATERIALS USED SHALL COMPLY WITH 1/2"STAINED \ �,� NATURAL FINISH ALL TOWN OF HYANNIS AND MA STATE MAHOGANY PANEL KOHLER CONICAL BELL SINK W c? \ BUILDING CODES. DRAWINGS SUBJECT MOULDING N 1"STAINED 3/4"CAESARSTONE BACKSPLASH -..__ 4"MAHOGANY TRIM, AGENCIES HAVING JURISDICTION ALL TO APPROVAL BY ALL GOVERNMENTAL \�\ STAINED ESPRESSO NEW CONSTRUCTION TO COMPLY WITH _ \ MAHOGANY COLOR: RAVEN 0 1/2" MAHOGANY, STAINED APPLICABLE HANDICAPPED BULLNOSE EDGE 3/4"CAESARSTONE COUNTERTOP COLOR: RAVEN Cn ESPRESSO ACCESSIBILITY LAWS. 1/2"MAPLE PLY, i A DETAIL BATHROOM MIRROR BASE PT&FIRE TREATED NATURAL FINISH _ Scale: 2" = 1'-0" BLOCKING CHROME FITTINGS 4"MAHOGANY TRIM, STAINED ESPRESSO , m TOILET PARTITION DOOR 9 \ \ 1"STAINED MAHOGANY HARDWARE: �\ BULLNOSE EDGE 04 Z ' WW N \ JACKKNOBO PULL 5408 Ci SATIN CHROME *JACKNOBO N 3/4"STAINED MAHOGANY TRIM FV JACKKNOBO LATCH 5028 866.452.3672 SATIN CHROME 1/2"STAIN MAHOGANY 8" MIN. Z JACKNOBO 2-PIECE ALL HARDWARE TO BE CHROME. PANEL MOULDING WALL BRACKET CONTRACTOR TO SUBMIT SAMPLE 11" MIN. 1868 FOR APPROVAL -- \ SATIN CHROME CHROME LATCH 5021 1/4"PLATE GLASS § \ MIRROR 2"MAHOGANY LEGS, STAINED ESPRESSO SECTION W16"BRUSHED S.S.AT ELEVATION SECTION ELEVATION SECTION ELEVATION BASE B DETAIL BATHROOM MIRROR C RESTROOM SINK SECTION (KNEE CLEARANCE) D PARTITION SUPPORT DETAILS TOILET PARTITION DOOR DETAIL URINAL PARTITION DETAIL Scale: -0" " _ " Scale: 1/2" = 1'-0" " Scale: 1 1 0 E Scale: 1 = 1'-0" F Scale: 1" = 1'-0" SEE ENLARGED DETAIL 'E' B ISSUED FOR: -- -- - - --— � PERMIT -- D �� SOUSA design -_ A r c h i t e c t s 1/4" PLATE GL. --- MIRROR i 81 Boylston Street,2nd Floor S 1 1 Boston,MA 02445 CWT-1 CWT-1 - _ CWT-1 CWT-1 817.sous gdoo www.sousadeslgn com M M Ch M 0'0 CWT-2 // C A 00 CWT-2 - 50 CWT-2 °° 1'_0" 3'-6' CWT-2 F1--- -- -' F1 F1 ; S1 S1-- -.__.. - Cn o _ 9587 -- TF1 - M TF2 TF1 TF1 TF1 cAM� .IT c� _ o iQ � li CFT-2 --------------- CFT-2 v CFT-2 CFT-2 'J; 2 1 WOMEN'S RESTROOM ELEVATION 3 WOMEN'S RESTROOM ELEVATION 4 WOMEN'S RESTROOM ELEVATION 5 WOMEN'S RESTROOM ELEVATION _ --- - - - - -- - / Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" 1'-0" i Scale: 1/2" = 1'-0" Job # 1605 SEE ENLARGED DETAIL E Drawn by: P.W. Ckd by: S.A.S. B Date: 05.09.2016 D _._ D Revisions D 1/4 PLATE GL. ICE -- - 1 MIRROR 1 --' F ' CWT-1 CWT-1 -- - CWT-1 CWT-1 - - �� - -- ao CWT-2 // 00 CWT-2 00 CWT-2 1 -0 3-6 CWT-2 e ..F1 ' _ �F1� F1 -- -- LO to ----- [3 - - - S1 U1 ' \ TF2 TF1 U1 — — - — ENLARGED RESTROOM r - - L— PLANS & ELEVATIONS CFT-2 CFT-2 CFT-2 CFT-2 MEN'S RESTROOM ELEVATION MEN'S RESTROOM ELEVATION MEN'S RESTROOM ELEVATION MEWS RESTP M ELEVATION 6 - �� _ ,_ n 7 n _ �_ n n _ n 9 n _ �Scale: 1/2 — 1 0 Scale: 1/2 — 1 0 SCale: /2 -0 Scale: 1/2 — 1 Am1m4 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies RESTROOM FIXTURE SCHEDULE DESIGNATION TYPE MANUFACTURER ITEM NO. REMARKS TOILET TF1 TOTO CT705EN(G) SC534 SEAT COVER; (1.28 GPF) FLUSH; 10"ROUGH TF2 TOTO CT705ELN(G) ADA COMPLIANT; SC534 SEAT COVER; (1.28 GPF) FLUSH; 10"ROUGH JASMINE URINAL U1 TOTO UT104E(V) TEU1LN (0.5 GPF) FLUSH FAUCET F1 TOTO TEL121 CHROME BLOSSOM SINK S1 KOHLER K-2200 CONICAL BELL ABOVE-COUNTER SINK - - 574 MA-132 HYANNIS, MA 02601 *ALL FIXTURES TO HAVE ELECTRONIC OPERATION. * CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING FOR ALL GRAB BARS AND ACCESSORIES. RESTROOM ACCESSORIES DESIGNATION TYPE MANUFACTURER ITEM NO. REMARKS ALL DRAWINGS, SPECIFICATIONS AND PAPER TOWEL PT BOBRICK B-36903 STAINLESS STEEL RECESSED DISPENSER ARCHITECTURAL DESIGNS ARE THE TISSUE DISPENSER TT BOBRICK B-6999 STAINLESS STEEL SURFACE MOUNTED DISPENSER PROPERTY OF SOUSA DESIGN SANITARY NAPKIN SN BOBRICK B-270 STAINLESS STEEL ARCHITECTS AND SHALL NOT BEREPRODUCED OR USED ON THIS OR WASTE RECEPTACLE WR BOBRICK B-43644 STAINLESS STEEL RECESSED DISPENSER ANY OTHER PROJECT WITHOUT COAT HOOK CH AMEROCK BH26542-SS WRITTEN CONSENT FROM THE GRAB BAR GB BOBRICK B-5806 1 1/4"0 STAINLESS STEEL, 42" L ARCHITECT. BABY CHANGE STATION BC KOALA KB-110-SSRE HORIZONTAL RECESSED STAINLESS STEEL THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR TOTO T E T 1 L N Series U T 10 4 E(V} APPROVAL: SHOP DRAWINGS, SAMPLES, TOTO® CT'705 E N(G) TOTO CT7 05 ELN(G) ToTo CUTS OF ALL THE ITEMS OF WORK High-Efficiency Toilet EcoPower' PRIOR TO THEIR INCLUSION IN THE Flushometer Toilet, 1 .28GPI= when used with Flushometer ADA Toilet, 1 .28GPF when used with 0.5GPF Low Consumption Washout Urinal CONSTRUCTION. ALL ITEMS TO BE High Efficiency Flushometer Valve High Efficiency Flushometer Valve Flushometer Valve, 1 .28 gpf INCLUDED SHALL BE APPROVED FOR FEATURES FEATURES FEATuiZES USE IN THE TOWN OF HYANNIS AND SHALL HAVE AN ASTM AND UL NUMBER • Floor-mounted F lur-mounted FEATURES 0 XiPF WHEN SUCH ITEMS REQUIRE THIS • • Elongated front bowl • ADA compliant • HydropOtrer Selt generating system Cumpa.t unrid+wrth concea6d wt_g+ai so(� DESIGNATION. EACH CONTRACTOR • Optional CeFiONteCtTM ceramic glaze-prevents • Elongated front bowl - SHALL CO-ORDINATE HIS WORK WITH Electronic flushometer varve,neutral rough-in Aashout flush actiun with 3/4 rv.,-r t a.k sc u i debris,mold and bacteria from stickingto ceramic e • • O tonal SanaGlossP ceram=c glaze-SanaGloss p 9i complete with I 'angle stop and 1.1 2 vacuum �t �► ALL OTHER CONTRACTORS. surfaces,leading to fewer chemicals and less water glaze prevents debris,mold and bacteria from breaker set �'" •- in cleanin sticking to ceramic surfaces-leading to fewer 9. y 9 • ?.28 gpf or less THE QUALITY OF WORKMANSHIP AND • 10"-12" rough-in chem,cals and less water m cleaning Manual override button MODELS MATERIALS USED SHALL COMPLY WITH • '0' '2' rc.ugh-,n 24 hour automatic bush for trap seal protection ALL TOWN OF HYANNIS AND MA STATE MODELS MODELS j 4 • UT104E BUILDING CODES. DRAWINGS SUBJECT • CT705ENG .k • CT705ELNG l-I C� DELS Urinal with 1.4, tup spuddl met t TO APPROVAL BY ALL GOVERNMENTAL Commercial floor-mounted toilet with CeFiCiNtect Commercial ADA compliant,floor-mounted toilet • UT104EV AGENCIES HAVING JURISDICTION ALL ceramic glaze with SanaGloss ceramic glaze 'ET1LN/CP Uru,al with 3.4 Ga•_k ,a h-r NEW CONSTRUCTION TO COMPLY WITH Valve only.Left and right rough, APPLICABLE HANDICAPPED • CT705EN u , CT70SELN Polished Chrome finish f" ACCESSIBILITY LAWS. Commercial floor-mounted toilet ' Commercial ADA compliant floor-mounted toilet ADDITIONAL ITEMS (sold separately) TET1LN32#CP 04- T' Vacuum breaker, ADDITIONAL ITEMS (sold separately) • ": ADDITIONAL ITEMS (sold separately) left and right rough. Polished Chrome finish ° • SC534 seat Complete set supplied with. :.t :...a • SC134 seat Vacuum breaker&angle stop set•VB9CP-32 `« • 1' Angie stop- 10077t3 170„ RECOMMENDED FLUSH VALVES EcoPower"'FLUSH VALVES • 1.1 2 Vacuum breaker- 100750 Urr 1, EcoPower' • Spud nut& escutcheon-71051 Nth EcoPower* Manual EicoPowor*• Svjeat solder kit-TH559E DVSJ3 TET1LN32#CP 1.28GPF TMT1LN32#CP 1.28GPF TETlGNC-32 1.6GPF TMTlNNC-32 1.6GPF • Optional Part r...a-` UT 104E TET6LN32#CP 1.28GPF Z-4000-J-Adapter for ground joint angle stops TET6GNC-32 1.6GPF CeFiONtect SsnarG/oss TET3LN32#SS 1.28GPF - *-- C OLORS/FINISHES Pistor Vaho® COLORS/FINISHES TET3GN32#SS 1.6GPF TET2GN32#SS 1.6GPF CODES/STANDARDS rCP Polished Chrome PRODUCT SPECIFICATION StanJara TET2LN32#SS 1.28GPF CODES/STANDARDS A01 Cutter. CODES/STANDARDS e Meets and exceeds ASME Al12.19.2/CSA B45.1, TOTO +103 BL•hC COLORS/FINISHESOLORS/FINISHES Automatic Model No. ASME AlA112.19.14 • Meets and?xc?zd�ASME A112 19 Z'CSA 845 1, 012 Sedu�na Bei, • , C 0 D ES/STANDARDS Automatic infrared sensor activated,toilet flush valve. Marts=+t�-�_ve;_1s ASME At 1219 21CSA 845 , • Certifications:IAPMO(cUPC),State of Massachusetts, ASME At 12 19 14, • Certdi�dtiuvi IAPMOI WPC),State of Standard City of Los Angeles,and others •, • certifications IAPMO(cUPC),State of 0 t Heavy-duty l re die cast Cover with polished chrome • ty g S indeed ,teats or exceeds ASSE 1037 CSA 8125 3 finish.Vandal resistant hex head screws.law water Massachusetts.City of Lus Anyrlrs #01 Cotton • Code compliance:UPC,IPC, NSPC, NPC Canada, #01 Cottor, Massachusetts.City of Los Angeles,and others • Certifications.IAPMO;cUPCI ASSE State of consumption of 128 gallons per flush.Automatic PRODUCT SPECIFICATION • Code comphdr .- UPC,IPC,NSPC,NPC Canada, #03 Bone(not available with CeFiONtect) and others ra33 Bone'not available,n SanaGloss; • Code compliance UPC,IPC, NSPC,NPC Canada, Massachusetts. City of Los Angeles,and others sensor adjustment on installation. Manual override and others #12 Sedona Beige(not available with CeFiONtect) • Legislative compliance:California AB715,California 0'2 Sedona Berge Inot avadable'n Sana&oss} and others • Code Compliance.UPC.IPC. NSPC, NPC Canada. button incorporated.Piston valve and solenoid with The wall-r'.L•unt�J,ADA LumpllorI _A r .umpaun • Leytslative camp ranCe CahfomtaA8715,Califd,,rnia Green Building Code,City of Los Angeles Water • ADA compliant and others Efficiency Ordinance PRODUCT SPECIFICATION • self-cleaning mechanism. Automatic flush every twenty washout unr,dl et,ali ba 0.5GPFi1 9LPF when paced Green Bwldrny CuJC PRODUCT SPECIFICATION ADA compliant four hours it not used.Angie stop and vacuum breaker with a 0 5GPF flushometer valve and 1 OGPF138LPF • ADA compliant The floor-mounted,low consumption siphon jet The floor-mounted.ADA oampl,ant,low consumption included with accessories.Through the use of TO TO's when plaited with 1 0GPF138LPF ftushumater valve flushing toilet shall be 1.28GPF/4.8LPF when paired siphon let flushing toilet shall be 1 28GPFt4 BLPF L P t ® EcoPorier•Flush Valves.using the valve 12 flushes per U►inal specified shall be email UT104E___ with a 1.28GPF flushometer valve and 1.6GPF/6.OLPF ®® 4�J when paired with a t 28GPF flushometer valve and day wilt fulty recharge the vaKe for up to 10 yeas ISSUED FOR: when paired with 1.6GPF/6.OLPF flushometer valve. ..,- 1 6GPF/6 OLPF when paired with t 6GPFl6 DLPF Rhe� ® c� Toilet shall be elongated front bowl and CeFiONtect flushometer valve Toilet shall be elongated front bowl ceramic glaze(CT705ENG).Toilet shall be TOTO and SanaGloss ceramic glaze(CT70SELNG) Toilet PERMIT Model CT705E shall be TOTO Model CT705ELN SOUSA design TF1 TF2 U 1 A r c k i t e c t s � V 81 Boylston Street,2nd Floor \ri\�� Boston, . 100 617.879.9100 TOT09 Conical Bell® www.sousadesign.com TEL121 Series KOHLEW Above-counter/Wall-mount Bathroom Sink TOTO. TElJ1 LN Series /- Helix® M EcoPower° Faucet is-22oo High-Efficiency Urinal EcoPower° Flushometer Valve, 0.5 gpf Features FEATURES Vitreous china. - Available as above-counter,countertop,or wall-mount (� FEATURES Self-generating hydropowered EcoPower system - C� • No minimum daily usage requirement installation. Q Q • Hydropower self-generating system Round basin. Micro-sensor positioned underneath the spout �<v G • Electronic flushometer valve,neutral rough-in, head for accurate hand detection ensuring smooth Without overflow. N complete with 3/4" angle stop and 1-1/4" or 3/4" and consistent water distribution No faucet holes;requires wall-or counter-mount faucet. RIDE vacuum breaker set • Vandal resistant aerator housing Conical BelP)Design. o� CAMBIDGE • 0.5 gpf or less • Durable chrome plated spout body ' 16-1/4"(413 mm)diameter • Manual override button • Single-hole mount q • 12 hour automatic flush for trap seal protection • Kit includes spout body,controller box,and Recommended Accessories OF MP mounting hardware-less supply lines K-7114 Pop-Up Drain MODELS . F • 1.0 gpm laminar flow K-7129 Drain K-9018 P-Trap [I TEU1 LN#CP MODELS _ K-9655 Wall-mount Bracket ADA CSA B651 OBC Valve only,Left and right rough, ❑ TEL121-D10E Components Codes/Standards Polished Chrome finish ®" '• • TELS121 (Helix M Spout) Additional included component/s:Adjustable linkage. ASME All 12.19.2/CSA B45.1 • TELC101-D10E(Controller:0.18gpc, ADA ❑ TEU1 LN12#CP(3/4"Vacuum breaker) 10 sec on-demand) ICC/ANSI All 17.1 Left and right rough, Polished Chrome finish CSA B651 Job # 1605 Complete set supplied with: ------- -- -- - ❑ TEL121-DlOEM OBC Vacuum breaker&angle stopset-VB9CP-12 • TEL121-D10E(Helix M Spout Kit) .eo►ow•ir • 3/4"Angle stop-10077t4 ( TLM10(Mixin Valve) • 3/4"Vacuum breaker-10075t2 4,ECOPOWER ' g -_ KOHLER One-Year Limited Warranty Drawn by: P•W Ckdby: S.A.S. • Spud nut&escutcheon-71051 Nt5 ❑ TEL121-D10ET See website for detailed warranty information. • Sweat solder kit-TH559EDVSJ1 • TEL121-D1OE(Helix M Spout Kit) Available Cl Elvaaeoor/Finishes TEU1LN22#CP(1-1/4"Vacuum breaker) • TLT10(Thermostatic Mixing Valve) CODES/STANDARDS Date: 05.09.2016 Left and right rough, Polished Chrome finish Color tiles intended for reference only. Complete set supplied with: • Operates below federally mandated consumption Color Code Description Vacuum breaker&angle stop set-V69CP-22 COLORS/FINISHES limit of 0.25gpc J 0 White • 3/4"Angle stop 10077t4 • Complies to California Green Building Code, • 1-1/4"Vacuum breaker-10075t5 #CP Polished Chrome CALGreen of 0.20 gpc J 96 Biscuit ReVIS10nS • Spud nut&escutcheon-71051 Nt5 • Meets or exceeds ASME A112.18.1 M/CSA B125.1, J 47 Almond �- • Sweat solder kit-TH559EDVSJ1 Piston Valve and NSF372-2011 Certifications:IAPMO(cUPC),State of J 95 Dune ❑ Optional Part: OPTIONAL ACCESSORIES � 95 Ice*"' Grey Z-4000-J-Adapter for ground joint angle stops PRODUCT SPECIFICATION Massachusetts,and others • THP3158#CP-4" Cover Plate • California Green Code and City of Los Angeles G9 Sandbar COLORS/FINISHES TOTO®Model No. • 71244T8CC-8" Cover Plate Water Efficiency Ordinance 33 Mexican Sand'"' Automatic infrared sensor activated,urinal flush valve. • ADA compliant K4 Cashmere • #CP Polished Chrome Heavy-duty zinc die cast cover with polished chrome Complies with federal and state statutes as 4 58 ThunderTm Grey finish.Vandal resistant hex head screws. Low water low-lead(contains a weighted average of 0.25% CODES/STANDARDS consumption of 0.5 gallon per flush.Automatic sensor PRODUCT SPECIFICATION lead or less) 7 Black BlackTM adjustment on installation.Manual override button ' For codes and standards of mixing valves TLM10 and TLT10, HW BOUC16T"'Muslin incorporated.Piston valve and solenoid with self- TOTO Model# The faucet shall have please refer to corresponding product spec sheets. HV BOUCIU6T"Tweed • Meets or exceeds ASSE 1037,CSA B125.3 cleaning mechanism.Automatic flush every twelve hydropowered self-generating,EcoPower System, • Certifications:IAPMO(cUPC),ASSE,State of hours if not used.Angle stop and vacuum breaker The faucet shall have maximum of 10 seconds on- dA-D Massachusetts,City of Los Angeles,and others included with accessories.Through the use of TOTO's demand flow(0.18gpc).Product shall have anti-scald Ne • Code Compliance:UPC, IPC,NSPC, NPC Canada, EcoPower®Flush Valves,using the valve 30 flushes per shape memory alloy thermostatic mixing valve(-ET and others day will fully recharge the valve for up to 10 years. models only).The faucet shall have self-adjusting • ADA compliant sensor. PC® ® USA/Canada:1-800-4KOHLER(1-800-456-4537) THE BOLD LOOK Kohler Co.reserves the right to make revisions without notice to product specifications. OF KOHLER For the most current Specification Sheet,go to www.kohler.com. 3-28-2016 03:21 RESTROOM SPECIFICATIONS F1 S1 A= 1 m4ml These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies RESTROOM FIXTURE SCHEDULE DESIGNATION TYPE MANUFACTURER ITEM NO. REMARKS TOILET TF1 TOTO CT705EN(G) SC534 SEAT COVER; (1.28 GPF) FLUSH; 10" ROUGH - -- - --- -- ----- TF2 TOTO CT705ELN(G) ADA COMPLIANT; SC534 SEAT COVER; (1.28 GPF) FLUSH, 10" ROUGH JASMINE URINAL U1 TOTO UT104E(V) TEU1LN (0.5 GPF) FLUSH ------ --- FAUCET F1 TOTO TEL121 CHROME BLOSSOM SINK S1 KOHLER K-2200 CONICAL BELL ABOVE-COUNTER SINK HYANNIS, MA 02601 •ALL FIXTURES TO HAVE ELECTRONIC OPERATION. • CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING FOR ALL GRAB BARS AND ACCESSORIES. RESTROOM ACCESSORIES DESIGNATION TYPE MANUFACTURER ITEM NO. REMARKS PAPER TOWEL PT BOBRICK B-36903 STAINLESS STEEL RECESSED DISPENSER ALL DRAWINGS, SPECIFICATIONS AND TISSUE DISPENSER TT BOBRICK B-6999 STAINLESS STEEL SURFACE MOUNTED DISPENSER ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN SANITARY NAPKIN SN BOBRICK B-270 STAINLESS STEEL — — _ ARCHITECTS AND SHALL NOT BE WASTE RECEPTACLE WR BOBRICK B-43644 STAINLESS STEEL RECESSED DISPENSER _ REPRODUCED OR USED ON THIS OR COAT HOOK CH AMEROCK BH26542-SS ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE GRAB BAR GB BOBRICK B-5806 1 1/4"0 STAINLESS STEEL, 42" L ARCHITECT. BABY CHANGE STATION BC KOALA KB-110-SSRE HORIZONTAL RECESSED STAINLESS STEEL THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. TrimLineSeriesTM MATERIALS; EACH CONTRACTOR SHALL SUBMIT TO ConturaSeries - 1 �4t1 (32mm) DIAMETER Grab Bar-18-8S,type-304,18-gauge(1.2mm)stainlesssteeltubing with satin-finish.1-1/4 (32mm)outside diameter.Ends are heliarc welded to concealed SOUSA DESIGN ARCHITECTS FOR J 1_ J _ RECESSED r_ J , ® � J�r- _ 1 B-5806 mounting flanges.Clearance between the grab bar and wall is 1-1/211(38mm). APPROVAL: SHOP DRAWINGS, SAMPLES, PAPER TOWEL DISPENSER B-36903 SURFACE-MOUNTED B-27O STAINLESS STEEL GRAB BARS Concealed Mounting Flanges-18-8 S,type-304,1/811(3mm)thick,stainless steel plate;end flanges 21Ix3.1/811(50x80mrt1)with two holes for attachment CUTS OF ALL THE ITEMS OF WORK Technical Data AND WASTE RECEPTACLE Technical Data SANITARY NAPKIN DISPOSAL Technical Data WITH SNAP FLANGE SERIES to wall.Intermediate flanges 2-5/8"x3.1/8"(65x80mm)wide x3-1/811(80mm)diameter. PRIOR TO THEIR INCLUSION IN THE Snap Flange Covers-18-8 S,type-304,22-gauge(0.8mm)drawn stainless steel with satin-finish.3.1/411(85mrn)diameter x 5/811(16mm)deep.Each cover snaps over mounting flange to conceal mounting screws. CONSTRUCTION. ALL ITEMS TO BE Specify Finish Required: ❑ Satin finish Finish Face of Walt- sTRENGTH: INCLUDED SHALL BE APPROVED FOR ----13' ❑ Satin finish with peened gripping surface;add suffix.99 to model number USE IN THE TOWN OF HYANNIS AND S 33omm s 9n6°-► -- 7-1/2" Bobrick grab bars that provide 1.1/211(38mm)clearance from wall can support loads in excess of 900 pounds(408kg)if properly installed.Other grab bar 14mm Finish Face of Wall s 1-11/16" g 190mm configurations can support loads in excess of 250 pounds(113kg)if properly installed,complying with accessible design(including ADAAG in the USA)for SHALL HAVE AN ASTM AND U L NUMBER 45mm _� Structural strength. TYP. � � , WHEN SUCH ITEMS REQUIRE THIS DOOf a -°' " "� Safety Warning:Grab bars are no stronger than the anchors and walla to which they are attached and,therefore,must be firmly NATION. EACH CONTRACTOR Ple ro " secured in order to support the loads for which they are intended.To avoid potential injury,the building owner or maintenance 31-ire" Hinge � 17 DESIGNATION. 7901m \ C Hinged Lid ''' `'•• s7- personnel should remove the any observed SHALL CO-ORDINATE HIS WORK WITH grab bar from service if the grab bar is not adequately secured to wall or if there is Paper Towel :3 3 145mm" ---- - _ damage to the welds. ALL OTHER CONTRACTORS. Dispenser - '� I - T E ; Yp' T _ INSTALLATION: 2s-Ire " 1U, F Provide concealed anchor device or backing as specified or required in accordance with local building codes before wall is finished.Fasten concealed mounting THE QUALITY OF WORKMANSHIP AND 740mm =i 255mm I ` a End MaunungFlange IrtermedlaleFlange MATERIALS USED SHALL COMPLY WITH I c flanges to anchor device or backing with two screws in each flange.Snap flange covers over each mounting flange to conceal mounting screws.Concealed anchor 20 2M2 m s devices and mounting screws are not included with Bobrick grab bars and must be specified as an accessory. ALL TOWN OF HYANNIS AND MA STATE 51 omm nno..ing Height s t a For Grab Bars with an Intermediate Flange(s),Pull Snap-Flange Covers away from mounting flanges.Place grab bar in desired mounting location.Use r_ -- -- (Peter IOADAH/C) , D > BUILDING CODES. DRAWINGS SUBJECT I I �LL I �•- intermediate flange as a template to mark location of mounting screws at intermediate flange only.Mark screw locations at the center of the slot in the middle M EE I r of the double-keyhole shaped mountingholes(2)intheintermediate flange.Remove grab bar from wall.Drive the intermediate flange mounting screws into TO APPROVAL BY ALL GOVERNMENTAL Removable b o ate " a wall at marked locations.Note:Make sure to leave a space of just over 1/8"(3.17mm)between the underside of the screw head and the wall.Install grab AGENCIES HAVING JURISDICTION A L L Waste k I bar on the wall by placing the round ends of the intermediate flange double-k hole shaped mounting holes over the mounting screws(2)are located in the II;' Receptacle � `- g �' g g NEW CONSTRUCTION TO COMPLY WITH 3953m1n6"�' a 2-1114" middle of the flange slots.Install the mounting screws into the wall at the end flanges and secure tightly.Tighten the mounting screws at the intermediate S flange.Press all snap-flange covers into place to conceal mounting flanges. APPLICABLE HANDICAPPED ��tS s 2 f' Note:Recommend use of 1/4"or#14 sheet metal or wood screws to install Intermediate Flange.#12 screws may also be used. ACCESSIBILITY LAWS. - 1 t-v6" -s+ 50mm 2a0mm MATERIALS: 19-/8" s so m Container-18-8 S,type-304,22-gauge(0.8mm)stainless steel.All-welded construction.Exposed surfaces have satin important Notes: Rough Wall Opening finish.Integral finger depression for opening cover.Front of container has same degree of arc as front of cover and other 1. Mounting Kits-Bobrick offers a mounting kit for installing grab bars;one Bobrick mounting kit is required for each flange. Finish Face of Floor 11.1/2"(290mm)wide Bobrick ConturaSeries washroom accessories.Radius on side edges of container match corners and edges of cover and other c recessed depth ConturaSeries accessories. tn^29.1/2"(750mm)high ss,a Mounting Kit No, Description MATERIALS: 3-3/4"(95mm)minimum�i -._ Cover-188 S,type-304,22-gauge(0.8mm)stainless steel with satin finish.Drawn,one-piece,seamless construction.Front of I--L—1 S,ap Fa„ge c 252-30 Consists of#14 x 2Ya"type-304 stainless steel, Cabinet-18-8,type-304,heavy-gauge stainless steel.All-welded construction. cover has same degree of arc as front of container and other Bobrick Contura Series washroom accessories.Radius on corners r Phillips round-head,sheet-metal screws. Flange-18-8,type-304,22-gauge(0.8mm)stainless steel with satin finish.Drawn,one-piece,seamless construction. ZA and edges of cover match side edges of container and other Contura Series accessories.Secured to container with a full-length T Door-18-8,type-304,18-gauge(1.2mm)stainless steel.9/1611(14mm)90'return edges for maximum rigidity.Secured to cabinet with a concealed, stainless steel piano-hinge. 3-1/4" 2.Grab Bar Fastener-Bobrick offers a grab bar fastening system that secures all Bobrick grab bar series;one Bobrick fastener is required for full-length stainless steel piano-hinge.Equipped with a stainless steel cable door-swing limiter and friction catch. pia i acre each flange.Install grab bar without backing in wall requires minimum 5/8"(l6mm)thick painted or tiled drywall. Paper Towel Dispenser-18-8,type-304,22-gauge(0.8mm)stainless steel.Capacity:300 C-fold or 400 multil-old paper towels. OPERATION: Waste Container-Removable,leakproof,rigid molded plastic.Capacity:1.6•gal.(6.1-L), Cover flips up for disposal of sanitary napkins and for servicing container.Disposable paper liners for the container are available ) Wingit'"Fastener No. Description Optional:Order Bobrick Model No.360,130 TowelMate'available as an optional accessory.TowelMate accessory allows for paper towels to dispense as an optional accessory:order Bobrick Part No.270-12. _ t 251-4 Consists of 10-32 x 5/16"round-head,Phillips 18/8 stainless steel screws. I one at time without bulging or sagging,or falling through the towel tray opening.The 90 degree return on the owel guide prevents papers from falling i (1)Wingit grab bar fastener. forward and out when door is opened for servicing. INSTALLATION: 511 " HORIZONTAL VERTICAL OPERATION: For partitions with particle-board or other solid core,secure with two#8 x 3/411(4.2 x 19mm)sheet-metal screws(not Y. Optional Anchor Device-Bobrick grab bar anchor device includes stainless steel machine screws to be used for attaching grab bars to anchors. Paper towel dispenser accommodates C-fold and multifold paper towels without adjustment or use of adapters.Waste receptacle is serviced by furnished)at all points indicated by an S,or provide through-bolts,nuts,and washers. B-5806 x 18,24,30,36,42,48 one Bobrick concealed anchor device is required for each flange. opening door and removing waste container.Door conceals flange from view.Cable door-swing limiter prevents damage to washroom For hollow-core metal partitions,provide solid backing into which sheet-metal screws can be secured.If two units are installed Optional Anchor No. Description accessories and walls. back-to-back,then provide threaded sleeves and machine screws for the full thickness of partition. 4" a" 2583 Anchor for 3/4'to 1"(19-25mm)panel INSTALLATION: For masonry walls,provide fiber plugs or expansion shields for use with sheet-metal screws,or provide 3/1611(5mm)toggle +o4- 1001aIs /'\°pnn� 1 anchor required for each flange. Provide framed rough wall opening 11-1/2"wide x 29-1/2"high(290 x 750mm).Minimum recessed depth required from finish face of wall bolts or expansion bolts. 36„/\ / 32„ _/5?pn� i� \� sp 2566 Anchor for 1/2"to 1"(13mm)panel is 3-3/4"(95mm).Allow clearance for construction features that may protrude into rough wall opening frorn opposite wall.Coordinate with 915mm 1?0" 816mm y i� �� +zromm 1 anchor required for each flange. For plaster or dry wall construction,provide concealed backing to comply with local building codes,then secure unit with mechanical engineer to avoid pipes,vents,and conduits.If unit projects above top of wainscot,provide aluminum channel or other filler to eliminate � - a between flange and finish face of wall.Mount cabinet with shims between framing and cabinet at all sheet-metal screws. 27-3/4" 45 3/a" ��- g P A A points indicated by an S,then secure unit 393/4" 39.3/�706mm ++ten 67-&41• \� SPECIFICATION: with#8 x 1-1/4"sheet-meta)screws(not furnished). olomm� lolomm SPECIFICATION: 1�m Edge a ni to dW wr Grab bar shall be type-304 stainless steel with satin,finish.Grab bar shall have 18-gauge(1.2mm)wall thickness and 1-1/411(32mm)outside diameter.Clearance SPECIFICATION: Surface-mounted sanitary napkin disposal shall be type-304 Stainless steel with all-welded construction;exposed surfaces shall rFlaEdg wall sap.m �wd Fl-g.to WM between the grab bar and wall shall be 1-1/211(38mm).Concealed mounting flanges shall be 1/8"(3mm)thick stainless steel plate,21'x 3-1/8"(50 x 80mm), Recessed paper towel dispenser and waste receptacle shall be type-304 stainless steel with all-welded construction.Exposed surfaces shall have have satin finish.Front of sanitary napkin disposal shall have same degree of arc and match other Bobrick ConturaSeries Fmnge� Paw to WeN Ea9.a a and equipped with two screw holes for attachment to wall.Flange covers shall be 22-gauge(0.8mm)stainless steel,3-1/411(85mttd diameter,and shall snap l=1wII satin finish.Flange shall be drawn,one-piece,seamless construction.Door shall be 18 gauge(1.2til have 9/16"(14mm)90'return edges; accessories in the washroom.Radius on corners and edges of sanitary napkin disposal shall complement other Bobrick over mounting flanges to conceal mounting screws and/or Wingit fasteners.Ends of grab bar shall pass through concealed mounting flanges and be heliarc be secured to cabinet with a concealed,full-length stainless steel piano-hinge;and equipped with a stainless steel cable door-swing limiter and ConturaSeries washroom accessories.Cover Shall be drawn,one-piece,seamless construction and secured to container with a --- welded to form one structural unit.Grab bar shall comply with accessible design(including ADAAG in the U.S.A.)for structural strength. friction catch.Door conceals flange from view.Paper towel dispenser shall be capable of dispensing 300 C-fold or 400 multifold paper towels full-length stainless steel piano-hinge.Container shall have integral finger depression for opening cover. TWO-WALL HORIZONTAL g p g g g p P g TUB/SHOWER/TOILET TUB/SHOWER/TOILET TWO-WALL without adjustment or use of adapters.Waste receptacle shall be furnished with a removable,leakproof,rigid molded plastic waste-container with a capacity of 1.6ga1.(6.1-L). Surface-Mounted Sanitary Napkin Disposal shall be Model B-270 of Bobrick Washroom Equipment,Inc., COMPARTMENT BAR COMPARTMENT BAR 24 x 36 TOILET COMPARTMENT BAR 42 x 54 Grab Bar shall be Model (insert model number)of Bobrick Washroom Equipment,Inc.,Clifton Park,New York;Jackson, Tennessee;and I.os Angeles,California;Bobrick Washroom Equipment Company,Scarborough,Ontario;Bobrick Washroom Equipment Ply. Clifton Park,New York;Jackson,Tennessee;l.os Angeles,California;Bobrick Washroom Equipment Company, B-5837 B-58616 B-5897 Ltd.,Australia;and Bobrick Washroom Equipment limited,United Kingdom. Recessed Paper Towel Dispenser And Waste Receptacle shall B Model ashy o3 of Bobrick Washroom Fqurborou Inc.,Clifton Scarborough,Ontario;Bobrick Washroom Equipment Pry.Ltd.,Australia;and Bobrick Washroom Equipment ISSUED FOR: Park,New York;Jackson,Tennessee;Los Angeles,California;Bobrick Washroom Equipment Company,Scarborough,Ontario; Limited,United Kingdom. � continued... Bobrick Washroom Equipment Pty.Ltd.,Australia;and Bobrick Washroom Equipment Limited,United Kingdom. The illustrations and descriptions herein are applicable to production as of the date of this Technical Data Sheet. B-36903 06/30/15 Printed in U.S.A. PERMIT The illustrations end descriptions herein are applicable to production as of the date of this Technical Data Sheet. Revised 09/11/12 Printed in U.S.A. The illustrations and descriptions herein area applicable to production as of the date of this Technical Data Sheet. Rev.8/16/13'° Printed in U.S.A. The manufacturer reserves the right to and does from time to time,make changes and improvements in designs and dimensions. C 2015 b Bobnck Washroom Equipment,Inc. P gp p The illustrations and descriptions herein are applicable to production as of the date of this Technical Data Sheet. 0 2013 y Bol rick Printed t U.S.A. g g p g yThe manufacturer reserves the right to,and does from time to time,make changes and improvements in designs and dimensions. ®2012 by Bobrick Washroom Equipment Inc. The manufacturer reserves the right to,and does from time to time,make changes and improvements in designs and dimensions. ®2013 by Bobrick Washroom Equipment,Inc. The manufacturer reserves the right to,and does from time to time,make changes and improvements in designs and dimensions. ®2013 by 9obnck Washroom Equipment,Inc. SOUSA design PT SN GB A r c h i t e c t s 81 Boylston Street,2nd Floor Boston,MA 02"S SURFACE-MOUNTED ConturaSeries® 8,7.879.9100 • = DOUBLE-ROLL B-6999 L)-DF�J J' RECESSED B-43644 KOALA KARE PRODUCTS www•sousadesign.corn TOILET TISSUE DISPENSER 13-6999 WASTE RECEPTACLE Technical Data WITH HOODS Technical Data WITH LINERMATE® KB110-SSRE HORIZONTAL RECESSED MOUNTED ROBE HOOK STAINLESS STEEL FINISH BABY CHANGING STATION ,prct(v \itxlcl Itcqutravl: J'.I FLtt.N!'l 11,1I latlkalad,Lludc,S Slta�l - J I litrMN \Alul-tI11141,ldilllr>, Inspired by modern,minimalist design,ArrondiT"creates clean sleek ' A p� -15-1/4" lines,lending comptemporary simplicity to any bath or powder room. \ "7 390mm 100%Stainless Steel material.Complements all Amerock®Stainless Q Recessed Cabinet Finish Face of Wall Steel cabinet hardware collections. ;` T�1�N A. 25mm 265mm I loomin 1 x M5x0.8 38mm flat head screw,1 x M4x0.7 8mm set screw,1 Wall S 2-07//8" `' Mounting Plate o No. 9587 Removable TYP + MBRIDGE Front Panel 0 " J 25-7/8" c SPECIFICATIONS 5S.655mm LL rn 1 I ``y q�rff F 1J5_ --- ----- , Collection />1ronUi r, F'_ S S 3 p'u E 1 11 1. I� 27-3/4„ O I �g v i f CTC(inches) N/A - • z t 705min 1 230mm m a ,p 1 530mm 1414„ m•a� Length(inches) 2 Removable 375mm c .. LinerMate TYP• a , CTC(ram) N/A Finish Stainless Steel S I S S 8 • � Width Inches 2,25 " -- -- Width(mm) 57.15 1/4"->rls s 2-9/16" E 0 5mm Imo--10-3/8"-►I 1-15/16" -2-3/4" TyDm d I Projection(mm) 50.8 1605 TVP. 2s5mm 50mm 1/9" 70mm cc Job # 17-1/4" 5mm MATERIALS. 440mm 4-15/16" ] .4- ',h+•ll and 1lanulr-114"I S.tyjx-.ItN.S2y;dWtt 0n,t4uuU Stdtultla,ta•cl.14dw'n.vt►a•-iNt•ta•,x•au>IrNa wuaU IxUvu w'lth hrltl 125mm ( m) Drawn by: P•W Ckd by: S.A.S. .I.tti 111�•1.1.11i1t;IIUIt',. Mm i �.` 1,upp+•r11"nsix11-It-lit evV-dulvtd,tzwi,,tk wills t lit_rutt-platrJttaioh. 32" Finish face of wall—O' q. limulln(2)-I.-�.tviw-314,143tdul;t ;1._Iuu1S,Luulc„,tti•l Hutrds lunil to Arco. Rough Wall Opening f Is13 ram) 102mm Z/4" 15.7/8"(405mm)wide (70 mm) 05.09.2016 ,,pindlcs(2)-C lu wut•-pldlad*btk cquilpptd will)lit4WAUty laterWl y Ixhlill 26.1/4"(665mm)high Date' i+t,lg yr XAft narlt•I t•aistalit lullIct tissue apuldla•,,wlltt 11 etc I rluuvdbk•uuly with six t wl key Isi uvaltt.l.dl f dvdddbk•ds du 4"(100mm)minimum litil•1-a1.i11..•vsl I V.To,Ijk,i 0.mid Stil M/to 111Mlcl u111I I EXd114,11•. recessed depth 1 IN'IALL.AfIJ'. (203mm) (203 min Moullt will uu wall ut pmtiUtal with foul aLtrl•un WI St1tw,.tw wshcd by ulalrufatiw el.dt point,wdadtcd Lv dl1 5 MATERIALS: I 23' 29' type-304, . . . .Cabinet-18-8, e-304 22-gauge(0.8mm)stainless steel All-welded construction Exposed surfaces have satin-finish ♦(584mm) SOamm Revisions lads Uingl,w1l11 JAMUl k'•budl ll Uf ol1N'1 Sukd 141 t',�t't Ulf will�Ia'CI•Uh'tdl,tla'4►w fU3lIhIN'd,ill ill ut7ldf II,h,Ut;lt' � � - mal WAAwl Flange-18-8,type-304,22-gauge(0.8mm)stainless steel with satin-finish.Drawn,one piece,seamless construction.Radius on Fol L.Itlow•aut t L VIA leas UUou.%.pi ovidt Solid bdi.1i Into wlutls tltc full ui,htd ahret tuftdl bu rw,t.ut be.a•tw ad. corners and return edges complement side edges of waste receptacle. 9� (235 mm) I Idd,la•I ill di V wdll tt111s0 Utdull,pt uvitk't outt•difd bat khlK to u/111p11•with itn di bulldlug ttultI.III A It,ft to c'UWII Wit Waste Receptacle-18-8,type-304,20-gauge(0.91mm)stainless steel with satin-finish.Formed,one-piece,seamless p" t-1ud41 x I cwS ful IlWlvd. construction.Removable front panel has same degree of arc as other Bobrick ConturaSeries washroom accessories.Top edge 17 14 odLt I Wdll,ill idle,,19 oatidc tlbt-t Sill vx i-4uu,lackIS tut I with Alct•t•Inutdl x I vw�ful lu,hfd-ill t twidt 1U'l+, hemmed for safe handling.Radius on side edges of waste receptacle complement other ConturaSeries accessories.Secured to Is' t. ph13. p cabinet with two keyholes over studs on bottom and two tamper-resistant setscrews on top.Capacity:12.8-gal.(48.3-L). t— 51 ram 1 !.:Ills 111 IVk'�Il'bull,UI t'xlJdll,iull bulb _ (38I ram) LinerMate Trash Liner Holder-Unit equipped with LinerMate to facilitate installation and removal of disposable trash Rough Wall Opening (8333" �A" SPECIFICATION liners and retains liner inside waste receptacle.LinerMate trash liner holder is fabricated with a molded plastic bag holder 351/2" (902 mm)wide from floor (I,lal ram) ,. I IUA}I011 tujlct USbUC the aa-t ,Lail be 1(14,Ialulc,S Strcl with (lU,a•tt out bi 1gllt a,lt Ltd sleeve and a 2( au e(0.91mm)stainless steel,U-shaped support strap;riveted construction.Bag holder shall have an arc at 20%" (521 mm high Fram Floor " `la ryl+t`• I g g P PP P B ) 9 to sdtuU 111111.NLc!)All ildul;t s11fd1 be 33 KdUgu 1#011uu)Wild love drawn,uuc-pxtc,Srmuk•,S tuust(Uttiuu.Und,II•ta'1r front and same shape as inside of waste receptacle area. 41/4" (108 rrlm)minirnum cyuipl,d with lt~r,dugt(I:uI lluud,lln gird to shell.•SpuadlcS,hall Ix•thttnllc-plated pia+llt'li ll LrdVY-duty note u,tl recessed depth el+l u1ltS.hlAIIufdttutrt b Silt Vi And liar to uldnudl stall bit-plovidad to III budding oAw*1:'tuAn., l ul,rnt(tyua•st. OPERATION: Floor 1 •T,4w4 ltl'j%vA-tesattfnf ipindle1 a.%an of4ronall df t es,a, aAJ to..'Arl Ifk tfhon Thctl-t v-l,tdul todcl t3,eUt splfiallr,Shall Ix To insert disposable plastic trash bag,lift LinerMate bag holder up and forward and rest over edge of waste receptacle front ---- ---- -- • pi uvolr d panel with the bottom notches of LinerMate engaged on top front edge of receptacle. Place plastic trash bag inside LinerMate and fold plastic bag over LinerMate sleeve. Tie a knot in the corner of the bag,then place LinerMate with plastic trash bag ­.0:at �I nr.11 d Trade t T'issur I hsperl W tth llorats Audi he Mo&l (insert model number f back into receptacle. To empty,gather disposable plastic trash bag from LinerMate bag holder sleeve and lift bag up. Front of '.y cis fiohnrk W a%hrnom Equipment. Inr.,t ltHtm Park. Nrw 1+ark;Jackson,Trnnresr,r;Ins Anarlrs,l taldnrn+a; waste receptacle panel is removable for cleaning cabinet interior. -- -- Hohnrk Washrnnm Equipment L nimpans.Scarhrmlugh,4Intario: Rnbrirk Washroom Equipment Pts. Ltd flu-traha: and Rohnrk 1lashrlsrlm E.qutpirl I Imited, i rated ktnstdom. continued... We care for Kltu. r.t I•xn l:.0 1,.,m-u•w:r:aw.,a^:larvevn r J 7•.w,..1•.•.rnn�L•a.v-.1 ••1•t•: "-•r•_,• The illustrations and descriptions herein are applicable to production as of the date of this Technical Data Sheet. Rev.10/9/14 Printed in Canada a t 11pp Ip..t� t,-r J.[Idrr,mr,...h.•fTt 0. _d Auer eve I—li,Me.m.r.Z--I.,Iris or.vwn.rr. M.W.act dI"tru:.. a:W.e la Em,ce w.",..xrr tars—I r The manufacturer reserves the right to,and does from time to time,make changes and improvements in designs and dimensions. ®2014 by Bobrick Washroom Equipment,Inc. ■ `vh III 1l�s■y L ATA SHEET RESTROOM ACCESSORIES TT WR BC CH Aml m4m2 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies NOTE: WALL-FINISH TILE SCHEDULE ALL EXISTING WINDOWS TO REMAIN UNLESS DESIGNATION LOCATION MANUFACTURER CONTACT INFO. MATERIAL SPECIFICATION SIZE FINISH COLOR NOTES I --- CWT-1 WOMENS/MENS RESTROOM MALINE TILE 781.792.1780 NANURB 3"X 12" MATTE VANILLA GROUT COLOR: LATICRETE 90 LIGHT PEWTER OTHERWISE NOTED. CONTRACTOR TO CLEAN, CWT-2 WOMENS/MENS RESTROOM MALINE TILE 781.792.1780 NANURB 3"X 12" MATTE COOL WHITE GROUT COLOR: LATICRETE 90 LIGHT PEWTER REPAIR AND PAINT ALL WINDOWS TO REMAIN TO CWT-3 FIREPLACE PORCELANOSA 617.963.7666 L241708021-100115754 11 3/4"X 113/4" MATTE AICHI MIX WOOD GROUT COLOR: LATICRETE 90 LIGHT PEWTER "LIKE NEW" CONDITION. JASMINE WC-1 ENTRY ANTHOLOGY 800.395.8760 01-SERI 110771 TRUFFLE BLOSSOM CONTRACTOR TO INSTALL NEW 4" STAINED WC-2 DINING ANTHOLOGY 800.395.8760 02-STUCCO 110749 GRAPHITE MAHOGANY (STN-1) TRIM AT ALL WINDOWS, TYP. STN-1 MILLWORK STAINED ESPRESSO 574 MA-1 32 HYANNIS, MA 02601 PNT-1 ENTRY/HOST/SOFFIT SEMI-GLOSS PNT-2 DINING/BAR/PDR SEMI-GLOSS _j CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. af t� ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE ot- REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL 'TO HIGH CEILING DISCREPANCIES IN WRITING TO SOUSA *0' A.F.F. ESIGN ARCHITECTS BEFORE 24'-0"'A.F.F. (V I_F) PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND PN -1 TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. T.O.GRAPHIC 18'-5"A.F.F.(W.F.) EACH CONTRACTOR SHALL SUBMIT TO VINYL SOUSA DESIGN ARCHITECTS FOR ILL GRAPHIC EX. RAFTERS TO REMAIN, CONTRACTOR TO APPROVAL: SHOP DRAWINGS, SAMPLES, ON WALL REPAIR, CLEAN, TOXX 'LIKE-NEW' CONDITION CUTS OF ALL THE ITEMS OF WORK NEW MAPLE VENEER PLY TO BE INSTALLED PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE BETWEEN RAFTERS im-rn I-"I INCLUDED SHALL BE APPROVED FOR ,d T.O.SLOPED CEILING -:,?. T.O.qunuunlll SLOPED CEILING FT"� — — —--- USE IN THE TOWN OF HYANNIS AND 13'-4-A.F.F.(V.I.F.) KLLLJUUUl 13*4"A.F.F. V.I.F.) 11 IrT T T T#1 IIrr:71 M I-T 171 SHALL HAVE AN ASTM AND UL NUMBER U U U U U U LED COVELIGHTS AT SOFFIT, DESIGNATION. EACH CONTRACTOR TIT'1+1'7111 N11 HHH141 �r SEE (2/A-1.3) FOR DETAILS SHALL CO-ORDINATE HIS WORK WITH ?[UIIIIIL��L PALI I:p:pu I 'Pi ALL OTHER CONTRACTORS. _­---------------------- -- 6 THE QUALITY OF WORKMANSHIP AND SLOPED CEILING a CW C7_:1 D <. 8'-6"A.F MATERIALS USED SHALL COMPLY WITH -------------------- AR -TVIBY(OWNEIR P4 ---- ---- ------ F.(V.I.F.) ALL TOWN OF HYANNIS AND MA STATE - ----- P4 40'TV81.- P4 P4 : P4 P4 BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL iD 00 iv ; ...........j AGENCIES HAVING JURISDICTION ALL -. _. r.. Uj 1 0 X= 1 -1 NEW CONSTRUCTION TO COMPLY WITH 0 a) S APPLICABLE HANDICAPPED I <lt 00 S I - L9 Uj ACCESSIBILITY LAWS. ILL �9 D OPE 14 TO I-—:p F (0 D X BEYO�D 6 j 7-I W 4 1z _LU_ I X It LL + 0 76 ?5 Ji I LIL .4--- -4— 1 --------- 7--- -- III j C? FINISH FLOOR 1 211 1 6 '�ffl U-10"A.F.F. --------------------------------- - -- L DIMENSIONAL LETTERS ---- ------------------------------------------------------------ P. TYP. 1 PINNED TO WALL ric 1 '� ( 1A 5 1\A-J55 A-5.1) 1\A41 A-4.1 1/4"INTERIOR ELEVATION = 1 1-011 ScalLe."' TO.SLOPED CEILING, ISSUED FOR: 13,4"A.F.F. (V.I.F.) 1" TECTUM ATTACHED TO CEILING, PAINTED PERMIT LED COVELIGHTS AT SOFFIT, SEE (2/A-1.3) FOR DETAILS ------------------------------------------------------------- B 0 TECTUM r f i A I --- / --- SOUSA design 1/2"A.F.F. (V.1.F.) CPNT-DI CPNT-1) jPNT-1) B.O. SLOPED CEILING B.C.GWB FINISH SOFFIT I -----I A r c h i t e c t s 8'-6"A.F.F.(V.1.F.) 8'-Y A.F.F. (V.1.F.) __P4 00 0011,10 #10 5 P5 F)5 Boston,MA 02445 I LL P8 P!1 LL: 617.879 9100 (*C742) < WWW.SOU'adesign.com LL WC-2(*C-2) Q.Q ' - ( O ' 9 LU 60 CIPEN D LU < D to Uj LU b W_ Uj @) BEYOIND - ----- A� AILI t 7 1,001, 1,L�Y,_� LL D Aq b. li X _ L I it 1�1 I j - 11 J—, i I . E:__ . it it FINISH FLOOR i 111117, t 1!- 21 t ----------------------- ------------------------------- a-0-A.F.F. Q tP P c, No. 9 T.O. HIGH CEILING I D G Pat 1A AlC ; 5 ric 24'-0"A.F.F. 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Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies I WALL FINISH / TILE SCHEDULE NOTE: ALL EXISTING WINDOWS TO REMAIN UNLESS DESIGNATION LOCATION MANUFACTURER CONTACT INFO. MATERIAL SPECIFICATION SIZE FINISH COLOR NOTES CWT-1 WOMENS/MENS RESTROOM MALINE TILE 781,792.1780 NANURB 3"X 12" MATTE VANILLA GROUT COLOR: LATICRETE 90 LIGHT PEWTER OTHERWISE NOTED. CONTRACTOR TO CLEAN - _ - CWT-2 1NOMENS/MENS RESTROOM MALINE TILE 781.792.1780 NANURB 3"X 12" MATTE COOL WHITE GROUT COLOR: LATICRETE 90 LIGHT PEWTER REPAIR AND PAINT ALL WINDOWS TO REMAIN TO CWT-3 FIREPLACE PORCELANOSA 617.963.7666 L241708021-100115754 11 3/4"X 11 3/4" MATTE AICHI MIX WOOD GROUT COLOR: LATICRETE 90 LIGHT PEWTER JASMINE "LIKE NEW" CONDITION. BLOSSOM ------ -- ---- WC-1 ENTRY ANTHOLOGY 800.395.8760 01-SERI 110771 TRUFFLE -- -- WC-2 DINING ANTHOLOGY 800.395.8760 02-STUCCO 110749 GRAPHITE CONTRACTOR TO INSTALL NEW 4" STAINED MAHOGANY (STN-1) TRIM AT ALL WINDOWS, TYP. STN-1 MILLWORK -- -- - --- -. 574 - __ STAINED ESPRESSO -- -- - — ---- HYANNIS, MA 02601 ----------------- PNT-1 ENTRY/HOST/SOFFIT -- __ SEMI-GLOSS ------ ---- -- ----- ------- PNT-2 DINING/BAR/PDR _ _ __ SEMI-GLOSS -- -- * CONTRACTOR TO PROVIDE SOUSA DESIGN WITH MATERIAL SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT EX. RAFTERS TO REMAIN, CONTRACTOR TO WRITTEN CONSENT FROM THE REPAIR, CLEAN, TO 'LIKE-NEW CONDITION ARCHITECT. NEW MAPLE VENEER PLY TO BE INSTALLED THE CONTRACTOR SHALL CHECK AND BETWEEN RAFTERS VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA 13'-4"A.F.F.(V.LF.) '�_I T.O. SLOPED CEILING DESIGN ARCHITECTS BEFORE 1 PROCEEDING WITH THE WORK AND TECTUM ATTACHED TO CEILING, PAINTED --- LED COVELIGHTS AT SOFFIT, SHALL ACCEPT FULL RESPONSIBILITY SEE (2/A-1.3) FOR DETAILS FOR SAME. DRAWINGS SHALL NOT BE B.O.TECTUM ---- SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE 9'-7 1/2"A.F.F.(V.LF.) SLOPED CEILING DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER PNT-1 i i r B.O. \ B.O.GWB FINISH SOFFIT 1 ' 8'-6"A.F.F. (V.LF.) I I AND THE ARCHITECT. 8'-3"A.F.F.(V.I.F.) P ---- I I - ----- _I - - 1 _ jP8 EACH CONTRACTOR SHALL SUBMIT TO ___-_- - -"-- SOUSA DESIGN ARCHITECTS FOR - -- ------------ --------------- PNT-2 I I o LL APPROVAL: SHOP DRAWINGS, SAMPLES, PNT-2 a CUTS OF ALL THE ITEMS OF WORK ifl PRIOR TO THEIR INCLUSION IN THE 1 1 I � '� _� _ .. I 1 J CONSTRUCTION. ALL ITEM T BE.00 = INCLUDED SHALL BE APPROVED FOR o X USE IN THE TOWN OF HYANNIS AND I 1 1 LL SHALL HAVE AN ASTM AND UL NUMBER - � �r== m -- � -"- WHEN SUCH ITEMS REQUIRE THIS II I II II I11 , 1I -- ----------------------------------- I- ---'------------------- ---------- co DESIGNATION. EACH CONTRACTOR I \ FINISH FLOOR - f= Ir --=�I r-- �__� V o'-o"A.F.F. - SHALL CO-ORDINATE HIS WORK WITH ITYP. ALL OTHER CONTRACTORS. 1 i� 5 1A 1A THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL TOWN OF HYANNIS AND MA STATE BUILDING CODES, DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL INTERIOR ELEVATION Scale: 1/4" = 1'-0" NE ENCIES HAVING JU 1 I N ALL W CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. EX. RAFTERS TO REMAIN, CONTRACTOR TO EX. RAFTERS TO REMAIN, CONTRACTOR TO REPAIR, CLEAN, TO 'LIKE-NEW CONDITION REPAIR, CLEAN, TO 'LIKE-NEW CONDITION NEW MAPLE VENEER PLY TO BE INSTALLED NEW MAPLE VENEER PLY TO BE INSTALLED ----- 4" MAHOGANY FRAME STAINED, BETWEEN RAFTERS, TYP. BETWEEN RAFTERS, TYP. STN-1 1 T.O.SLOPED CEILING \ T.O.T SLOPED CEILING 1 13'-4"A.F.F.(V.I.F.) -- \.I 13'-4"A.F.F.(V.1,F.)- — --------- — ---- 1 LED COVELIGHTS AT SOFFIT, 1" TECTUM ATTACHED TO CEILING, PAINTED SEE (2/A-1.3) FOR DETAILS I-------------------------- ----------------------------------------- B.O.TECTUM� \ B.O. SLOPED CEILING r \ B.O. SLOPED CEILING ' PNT-1 ; PNT-1 s'a 1/2"A.F.F. (V.LF.) - __- - B.O. GWB FINISH SOFFIT \ - - - 8'-6"A.F.F. V.I.F. --- -- ____ — — ISSUED FOR: 8'-6"A.F.F.(V.LF.) ----- —_ --- __ ---_- -_--� ( ) i 1 __-- ----- , 8'-3"A.F.F. (V.LF.) 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TYP. � 1C 1 5 �� 1 �� 1A 1C -4.1�I rS�E ARC INTERIOR ELEVATION �� INTERIOR ELEVATION ��,�N 2 Scale: 1/4" = 1'-0" -- -- - - - - - - - - -- — - 4 r- „ _ - - - r i Scale: 1/4 - 1 -0 No. 9587 AMBRIDGE , 0 "ass. JJ T.O. HIGH CEILING �\ --24'-0"A.F.F. (V.1.F.) ���TH F 0 c"jP B.O. SLOPED CEILING d Job # 1605 EX. TO REMAIN, FRAME PN -1 18'-5"A.F.F.(V.I.F.) V - -- - EX. RAFTERS TO REMAIN, CONTRACTOR TO TO BE REPAIRED & REPAIR, CLEAN, TO 'LIKE-NEW CONDITION �� PAINTED Drawn by: P.W. Ckd by: S.A.S. NEW MAPLE VENEER PLY TO BE INSTALLED BETWEEN RAFTERS, TYP. EXISTING SKYLIGHTS TO REMAIN. REPAIR 05.09.2016 & PAINT TO "LIKE NEW" CONDITION Date: _ �\ T.O. SLOPED CEILING ulu IFmm MAPLE BANDING �� — "— -"— "— — -- — — SIRITITITI ld ITIT ad'!61161 q V 13'_a"A.F.F.(V.I.F.) wyylllll Ll p IIII 11111 IIIIIII111 III IIIIIII IIIIIII STRIP, NATURAL il1T1T1T1Tl rtl TITIT I111 III_ �. FINISH, TYP. 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' I m I I 1 _:.: \ FINISH FLOOR u n n n A FINISH FLOOR / -- —. �- - I a � V u 0"A.F.F. - - - - AlA P. NEW WINDOWS, SEE NEW WINDOWS, SEE 4" MAHOGANY FRAME INTERIOR ELEVATIONS 1A 1C WINDOW SCHED. FOR 2 1C WINDOW SCHED. FOR 1C STAINED, STN-1 DETAILS DETAILS ' INTERIOR ELEVATION �INT�RlOR ELEVScale: 1/4" = 1'-0" 9 = 1'-0" Aw2m2 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies VM ZINC ®CAPPING PIECE UPSTAND SLOPE 1' ---- ROOF BOARDING VM ZINC®FOLDED CLIP ------- -- �T.O. PARAPET - - ------- - -- 15'-2" (V.I.F.) VM ZINC®CONTINUOUS---------WELTED STRIP __-__ -__ VM ZINC®INTERLOCKING WALL PANEL - _ -- CONTINUOUS MESH ------------------�=HAT CHANNEL (HC-2") JASMINE III INTERMITTENT PT � � I I II i II WOOD FIXING PACKS ZINC PLUS UNDERLAY TO PROVIDE VENTILATION BLOSSOM PATHWAYS I EXTERIOR GRADE SHEATHING, - j �- WATER, AIR AND VAPOR BARRIER 574 MA-132 TYP. I CONTROL MEMBRANE, FULLY I ADHERED HYANNIS, MA 02601 EXTERIOR GRADE SHEATHING, TYP. CANT STRIP I ALL DRAWINGS, SPECIFICATIONS AND I I ARCHITECTURAL DESIGNS ARE THE NEW PITCHED PORTION OF ROOF W/ PROPERTY OF SOUSA DESIGN FULLY ADHERED EPDM, PITCHED TO ARCHITECTS AND SHALL NOT BE l ROOF SCUPPER, 1/8" PER 1'-0" MIN. REPRODUCED OR USED ON THIS OR SEE EXTERIOR ELEVATIONS FOR ANY OTHER PROJECT WITHOUT GALVANIZED STUD FRAMING, ------ --- - - - -- �\ SCUPPER LOCATION WRITTEN CONSENT FROM THE ANCHORED TO EXISTING --_--_.-- --_ ARCHITECT. WALL FULLY ADHERED WATER CONTROL - THE CONTRACTOR SHALL CHECK AND MEMBRANE, TYP. BLOCKING - ► VERIFY ALL DIMENSIONS AND EXISTING I !, VM ZINC ®INTERLOCKING WALL PANEL I ' BLOCKING REQUIRED CONDITIONS ON SITE PRIOR TO AS BEGINNING ANY WORK. REPORT ALL METAL TERMINATION -- - ---------- ZINC PLUS UNDERLAY - - - DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE EXTERIOR GRADE SHEATHING, T.O. PARAPET PROCEEDING WITH THE WORK AND - - - - - -- ---- _ I �, 15'-2" (V.-I .) TYP. SHALL ACCEPT FULL RESPONSIBILITY J��- FOR SAME. DRAWINGS SHALL NOT BE _ SCALED.ALL WORK SHALL BE CARRIED NEW ALUMINUM PARAPET HAT CHANNEL (HC-2") FLASHING TO MATCH EXISTING �I OUT IN ACCORDANCE WITH THE HEIGHT AND PITCH DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER COUNTER FLASHING -- ---------�- � �_ � I ' AND THE ARCHITECT. I, EACH CONTRACTOR SHALL SUBMIT TO I SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, EXTERIOR GRADE PLYWOOD -- - I I SHEATHING, TYP. CUTS OF ALL THE ITEMS OF WORK - PRIOR TO THEIR INCLUSION IN THE --------- -- -- - EXISTING ROOF STRUCTURE -- -- — - ----�' I CONSTRUCTION. ALL ITEMS TO BE (2) LAYERS ASPHALT IMPREGNATED INCLUDED SHALL BE APPROVED FOR BUILDING PAPER I TO REMAIN USE IN THE TOWN OF HYANNIS AND SURECAVITY®FABRIC FACE TO -- -- - ---- - - -_- I SHALL HAVE AN ASTM AND UL NUMBER THE WEATHER, TYP. WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR 5/8" DUROCK MASONRY -- - ---- I SHALL CO-ORDINATE HIS WORK WITH BACKER I LL ALL OTHER CONTRACTORS. METAL LATH ------ -- - - - -- --- _---- - THE QUALITY OF WORKMANSHIP AND N EXTERIOR GRADE WALL SHEATHING --------- - ------ - MATERIALS USED SHALL COMPLY WITH SCRATCH COAT ------ -- -- - --- - - VM ZINC®INTERLOCKING WALL PANEL------ II ALL TOWN OF HYANNIS AND MA STATE ------- ---- FLOAT COAT ---- - I - — II BUILDING CODES. DRAWINGS SUBJECT ZINC PLUS UNDERLAY - II TO APPROVAL BY ALL GOVERNMENTAL NEW THIN BRICK VENEER TO - ZINC PLUS UNDERLAY CAP -- -- ------ - ---_ II AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH MATCH EXISTING BRICK I HAT CHANNEL (HC-2") - _ �j APPLICABLE HANDICAPPED COURSEWORK, TO BE PAINTED, �� ACCESSIBILITY LAWS- TYP- __- _-_- FASTENER W/STAINLESS STEEL I WASHER & EPDM GASKET NEW PARAPET WALL CONSTRUCTION -- WATER, AIR AND VAPOR BARRIER ELONGATED WEEP HOLES @ 3" O.C. ---- THICKNESS TO MATCH EXISTING I / CONTROL MEMBRANE, FULLY VM ZINC®WINDOW HEAD FLASHING 2 \ WINDOW HEAD ---_- ---_- - PARAPET CONSTRUCTION I-_ ADHERED - - - 7'-1 3/4"(V.I.F.) (IL-WF-H-2) - -__-- EXISTING ROOFING TO REMAIN. VM ZINC®WINDOW HEAD FLASHING 1 ---- GALVANIZED STUD FRAMING, (IL-WF-H-1) TYP. I WINDOW PER PLAN i CAULKING ---- - CONTRACTOR TO REMOVE EXISTING ---- - --- >I j , //� BACKER ROD AND ZINC COMPATIBLE CAULK FLASHING CAP AND PREPARE WALL LL FOR NEW PARAPET EXTENSION l > ,�/ WATER PROOFING MEMBRANE --------- - -- _ VM ZINC®SHEET CLIP - --- --- CONTRACTOR TO ANCHOR NEW - PARAPET FRAMING TO EXISTING WALL ASSEMBLY BACKER ROD AND ZINC COMPATIBLE CAULK -- EXISTING ROOF DRAIN (BEYOND) ZINC COMPATIBLE CAULK -- - WINDOW ISSUED FOR: PLAN ' VM ZINC®WINDOW SILL/JAMB FLASHING WINDOWSILL (IL-WF-S-1) PERMIT EXISTING WALL ASSEMBLY 2'-6"(V.I.F.) VM ZINC®VENTED WINDOWSILL --- -- VM ZINC®INTERLOCKING WALL PANEL------------__ I SOUSA design VM ZINC O GULL WING FLASHING--------- - - -- A r c h i t e c t s ................................. (G-WF-1) 81 Boylston Street,2nd Floor Boston,MA 02445 HAT CHANNEL (HC-2") — 617.879.9100 ......••.... ................. ....... ( www.sou.clesigncom WATER PROOFING MEMBRANE ZINC PLUS UNDERLAY ---- - ---- -- EXTERIOR GRADE WALL SHEATHING -' `.: sC' co CD Na , v CAV EXISTING EXTERIOR WALL ASSEMBLY - - --TO REMAIN I HofrnP' ' I I I EXTERIOR GRADE WALL SHEATHING - ----- ----- --- - PARAPET INFILL DETAILS I 1 SCale: VM ZINC O INTERLOCKING WALL PANEL--- - --- ----- �� Job # 1605 I I ZINC PLUS UNDERLAY - - -- -- Drawn by: P.W. Ckd by: S.A.S. a STAINLESS STEEL Date: 05.09.2016 Z STARTER(SSZ-1) j I HAT CHANNEL (HC-2") Revisions I WATER PROOFING MEMBRANE -- - �� I I FASTENER W/STAINLESS STEEL ----- - WASHER & EPDM GASKET MEMBRANE COMPATIBLE SEALANT VM ZINC 0 WALL BASE FLASHING A - --__ - (WF-H-1) -- — FIRST FLOOR F.F. 1/4" �—— — — - -- ---- — MIN. CONTRACTOR TO CONFIRM EXISTING-- FOUNDATION SIZE AND VERIFY W/ARCHITECT PRIOR TO PANEL a INSTALLATION V NOTE: CONTRACTOR TO INSTALL ALL ZINC EXTERIOR DETAILS PANELING, FLASHING, AND WATERPROOFING AT ZINC PANEL WALL AS PER MANUFACTURER'S SPECIFICATIONS. VM ZINC @ INTERLOCKING PANEL SYSTEM 2 IN PANEL & NEW PARAPET DETAILS Scale: 3" = 1'-0" A=3m4 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-132 GWB SOFFIT B.O. GWB SOFFIT � HYANNIS, MA 02601 COLUMN ENCLOSURE BEYOND,8'-3"A.F.F. (V.I.F.) �8'-3"A.F.F. (V.I.F.) SEE 5/A-4.1 FOR DETAILS, TYP. 5/4" MAHOGANY CAP, STAINED STN-1 _ COLUMN ENCLOSURE BEYOND, --CHROME SNEEZE GUARD SEE 5/A-4.1 FOR DETAILS, TYP. FRAME WITH 1/2" TEMPERED STARPHIRE GLASS CHROME SNEEZE GUARD FRAME WITH 1/2" TEMPERED ---5/4" QUARTZ BACKSPLASH & COUNTERTOP: STARPHIRE GLASS ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE T.O. HALFWALLS MANUFACTURER: CAESARSTONE — -- PROPERTY OF SOUSA DESIGN --- - -- -- ------- - -- --- COLOR: 6003 COASTAL GREY ARCHITECTS AND SHALL NOT BE 3 7 1/4 A.F.F. z FINISH: POLISHED I REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT - — -- -- - WRITTEN CONSENT FROM THE T.O. COUNTERTOPS MAPLE VENEER PLYWOOD, T.O. COUNTERTOPS ARCHITECT. - — --J �--- �` — 2'-10"A.F.F. NATURAL FINISH 2'-10"A.F.F. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL - -- DISCREPANCIES IN WRITING TO SOUSA -FINISHED FLOOR 4L FINISHED FLOOR DESIGN ARCHITECTS BEFORE 0'-0" PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE STAINED MAHOGANY PANELS TO MATCH COLUMN ENCLOSURE BEYOND, STAINED MAHOGANY PANELS TO MATCH SCALED. ALL WORK SHALL BE CARRIED WAINSCOT DETAILS, CONTRACTOR SEE 5/A-4.1 FOR DETAILS, TYP. `, WAINSCOT DETAILS, CONTRACTOR OUT IN ACCORDANCE WITH THE TO PROVIDE HARDWARE FOR PANEL TO PROVIDE HARDWARE FOR PANEL DRAWINGS AND SPECIFICATIONS, AND REMOVAL TO SERVICE EQUIPMENT REMOVAL TO SERVICE EQUIPMENT TO THE SATISFACTION OF THE OWNER � AND THE ARCHITECT. \ ---4"X 1"ABSOLUTE BLACK GRANITE � _ 4"X 1"ABSOLUTE BLACK GRANITE EACH CONTRACTOR SHALL SUBMIT TO BASE ON 5/8" DUROCK BACKER, BASE ON 5/8" DUROCK BACKER, SOUSA DESIGN ARCHITECTS FOR TYP. TYP. APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION, ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR USE IN THE TOWN OF HYANNIS AND SHALL HAVE AN ASTM AND UL NUMBER BUFFET LINE ELEVATION �BcFFET LINE ELEVATION CENTER ISLAND WHEN SUCH ITEMS REQUIRE THIS 2 Scale: 1/2" — 'I'-0" 3ale: 1/2" - 1'-O" DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL TOWN OF HYANNIS AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. �B.O. RECESSED SOFFIT 9'-10"A.F.F. -- -- - -- ISSUED FOR: PERMIT - - - - -- --- -- - - --- SOUSA design B.O. GWB SOFFIT A r c h i t e c t s 8'-3"A.F.F. (V.I.F.)_ -- — 81 Boylston Street,2nd Floor Boston,MA 02445 617.879.9100 www.sousadeslgn.com CHROME SNEEZE GUARD FRAME WITH 1/2" TEMPERED STARPHIRE GLASS EDAI ------- 5/4" QUARTZ COUNTERTOP: - 5/4" QUARTZ BACKSPLASH: `r0 �'� � N MANUFACTURER: CAESARSTONE MANUFACTURER: CAESARSTONE o No. 9587 COLOR: 6003 COASTAL GREY COLOR: 6003 COASTAL GREY C BRIDGE FINISH: POLISHED FINISH: POLISHED ff - COLUMN ENCLOSURE � v��Th o� BEYOND, SEE 5/A-4.1 FOR CHROME SNEEZE GUARD 5/4" QUARTZ BACKSPLASH: 5/4" QUARTZ COUNTERTOP: DETAILS, TYP. FRAME ATTACHED TO HALFWALL WITH 1/2" \ TEMPERED STARPHIRE GLASS MANUFACTURER: CAESARSTONE MANUFACTURER: CAESARSTONE " TEMPERED STARPHIRE - (REFER TO ELEVATION AND COLOR: 6003 COASTAL GREY COLOR: 6003 COASTAL GREY GL S PLANS FOR POST LOCATION) FINISH: POLISHED FINISH: POLISHED Job # 1605 5/4" MAHOGANY CAP, 7:: 7 �- 7 10" 4'-9" _ 3'-6" 3'-0" 2'-1" �� . 2'-0" 1'-2" STAINED STN-1 - -- -- - -- i -__. T O. HALFWALLS - Drawn by: P-W- Ckd by: S.A.S. �3'-7 1/4"A.F.F. _ � _ _ FT WOOD BLOCKING -- - - --- - Date: 05.09.2016 CABINET PULL. CONTRACTOR TO PROVIDE HARDWARE T.O. COUNTERTOPS 1/2" PT FIRE TREATED SUBMITTAL FOR APPROVAL -- 2'-10" A.F.F. PLYWOOD BACKER CONTRACTOR TO COORDINATE - ❑ % 1"x1" STEEL TUBE N INSTALLATION OF ALL BUFFET -___ Revisions ATTACHED TO FLOOR EQUIPMENT, INCLUDING ELECTRICAL MELAMINE INNER SHELVES ----" STRUCTURE 4'-0" O.C. °O REQUIREMENTS, DROP-IN 4 BLACK P-LAM LOCATIONS AND SIZING DIRECTLY 1/4" MAPLE VENEER WITH CLIENT. MAPLE VENEER PLYWOOD, / \ PLYWOOD BACKER, N NATURAL FINISH p NATURAL FINISH 00 00 STAINED MAHOGANY PANELS TO MATCH L j---==----====-t_ 1/2" SOLID MAHOGANY, WAINSCOT DETAILS, CONTRACTOR ' !--------------I STAINED STN-1 � TO PROVIDE HARDWARE FOR PANEL 1 MAPLE VENEER CABINET DOO / 1" ABSOLUTE BLACK N REMOVAL TO SERVICE EQUIPMENT GRANITE BASE ON 5/8" -- 4"X 1"ABSOLUTE BLACK �- F'IRE TREATED WOOD BLOCKING DUROCK BACKER, TYP. GRANITE BASE ON 5/8" AS REQUIREDLT_ i -- -- __ _ DUROCK BACKER, TYP. FINISHED FLOOR _LLL FIRE-TREATED WOOD . 1A BLOCKING AS REQUIRED -- 4"X 1"ABSOLUTE BLACK GRANITE BASE ON 5/8" A-4 1 BUFFET LINE DETAILS DUROCK BACKER, TYP. 1 BUFFET LINE DETAILS Scale: 1" = 1'-0" A=4m2 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies �S 4 15'-8" 1'-0" 1'-4 1/2" 3'-0" 9 1/2" 6-2 1/2" , 3'-3 1/2" 1'-0" JASMINE --- BLOSSOM _ --- -------- I � I - --- ---- 574 MA-132 HYANNIS, MA 02601 M I 1 M I 1 1 • 2'-0" 1 4" 11'-01, 4" 2'-0" I I N I I I IFIT I 1 4'-7 3/4' 2'-6' I T-10 1/4" ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN 2 j I I ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE I1 I II I I III I I I ARCHITECT. I _ _ El III III I THE CONTRACTOR SHALL CHECK AND ( kill I III I I VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO 41 1 r BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA �fj 1 1'-0" 1/4" 5'-3 1/2" III I I t 4'-6" 8 1/4" 1 t-0„ DESIGN ARCHITECTS BEFORE 00 t I I tl 2 PROCEEDING WITH THE WORK AND _ I ) I I I 1 I SHALL ACCEPT FULL RESPONSIBILITY I I `I > 1 I FOR SAME. DRAWINGS SHALL NOT BE 4 / I I SCALED. ALL WORK SHALL BE CARRIED o ii I� /I 4"X1 SS CONTINUOUS TIP OUT IN ACCORDANCE WITH THE RAIL I DRAWINGS AND SPECIFICATIONS, AND I I �' TO THE SATISFACTION OF THE OWNER \\ III I III I AND THE ARCHITECT. I I 5/4" QUARTZ COUNTERTOP EACH CONTRACTOR SHALL SUBMIT TO HIH �I I� -I, W/ EASED EDGE: SOUSA DESIGN ARCHITECTS FOR Y Illi ' IIII I 1 �HIMI i MANUFACTURER: CAESARSTONE 2 APPROVAL: SHOP DRAWINGS, SAMPLES, COLOR: 6003 COASTAL GREY CUTS OF ALL THE ITEMS OF WORK I I I I I PRIOR TO THEIR INCLUSION IN THE FINISH: POLISHED B.O. TEC CONSTRUCTION. ALL ITEMS INCLUDED SHALL BE APPROVED FOR T BE USE I SHALL HAVE HAVE AN AS THE TOWN OTM ANDN NIS AND 9UL UMBER PO -7 1/2" 1 I I I 1 1 I - B.O. GWB SOFFIT WHEN SUCH ITEM I I � - -_ DESIGNATION. EACH CONTRACTOR NOTE: CONTRACTOR TO MAINT�IN 3'-0" CLEAR ( 8'-3" SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. 4 I AISLE AT ALL KITCHEN EQUIP VI NT(TYP.) __ - 5 I I !' ,f 'I ± '' 40" TV BY OWNER 40" TV BY OWNS ,, _ ELECTRICAL OUTLETS @ 4'-0" O.C. THE QUALITY OF WORKMANSHIP AND I F 4? f 13 - M o I I i MATERIALS USED SHALL COMPLY WITH I - ,; ALL M i 1 B.O. BACK BAR 2'-2" 1'-9" V-0 1/4' T-3 3/4" �T - - - - - COAT HOOKS @ 2'-0" O.C., TYP. BUILDINGNCODES OF ADRAWINGS SUBJECT 6 3 3/4" ;; ;, „ ;, ;, r ` / TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL CL-1 COVE LIGHT CONT. UNDER NEW CONSTRUCTION TO COMPLY WITH M \ ------- --- ------- Iq II II I, E3 II I, BAR COUNTER \ II II II �' I' I' (; II I' APPLICABLE HANDICAPPED 'a r' ;:ajr'a3r: 11 1t l"I '6?r' ACCESSIBILITY LAWS. 5/4 QUARTZ COUNTERTOP --- - -_ -- ---- 11 IG:,I`: "It"J:I; 1,E,'.".,,'r.lr" "I,,n�sN,ar'°, %"11dy;`"Mt rIt",tr,.lr W/ EASED EDGE: cv I t, : .:... 2'-3" 1' 3" 00 ---- T.O. BAR NE _ r - r---� r-- --- - MANUFACTURER' CAESARSTO O - ---- B N B g � _ _ iFINISH: COLOR: 6003 COASTAL GREY N 36 POLISHED r> -- -- -- -- ___�__ ==_____ /4" MAPLE PLANKS, NATURAL FINISH NF N --- —_ _— III IIII II III IIII II III IIII II II III III II IIII III II IIII III 4'-9" WAT - - --__ -- -- -- -- -- - __ -- -- -- -- , 1/2" MAHOGANY VENEER III III II III III II III II II II 11 IIII III II III III II III III PLYWOOD, STAINED ESPRESSO 6_9„ -. __-___ _ _ _ I I II II II II II II I I I I I I I I II ' k------ S.S. FOOTRAIL AND FINISHED FLOOR III-= I III =�1 I III== I 1�==�11 I�==�11 I I =�11 I BRACKETS 0'-0" ABSOLUTE BLACK I I GRANITE BASE I I � ENLARGED BAR PLAN 3 ENLARGED BAR ELEVATION 1 Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" ISSUED FOR: PERMIT SOUSA design A r c h i t e c t s 81 Boylston Street,2nd Floor T.O. SLOPED CEILING Boston,MA 02445 617.879.9100 13'-4"A.F.F. (V.I.F.) www.sousadesign.com 1 2 D R 5 No. 958 v -4.1 \ y CAMBRIDG y -- - - - - - SIM. Mass. P B.O. GWB SOFFIT B.O. GWB SOFFIT _ - OF --- - - -- 40" TV BY OWNER 40" TV BY DWNER CL-1 COVE LIGHT CONT. UNDER MAHOGANY VENEER PLYWOOD, ; . B.O. BACK BAR BAR COUNTER STAINED ESPRESSO, TYP. SOLID MAPLE REVEALS, TYP. 6-3 3/4° I COAT HOOKS @ 2'-0" O.C., TYP / --- ELECTRICAL OUTLETS @ 4'-0" O.C. ABSOLUTE BLACK GRANITE II II I, I' I! r I' I? II FLIP TOP - / \ P W Ckd by: S.A.S. 1, BASE, TYP. Drawn by: 5/4" QUARTZ COUNTERTOP t It' I I r I i, t I f 1"::t, ",t"" I t I,",,t t W/ EASED EDGE: 't "•, " ,..;..:, ;;�, - ,..:;,; -. �� 1 t � Date: 05.09.2016 T.O. BAR r- -� r---� r -- -- - -- ! r' --� r'---� - MANUFACTURER: CAESARSTONE �� �� 4 .,, ,,. .,,�,•... T.O. BAR ---- -- - 41 COLOR: 6003 COASTAL GREY 3'-6" -L FINISH: POLISHED - - I I I I I I I I I I I I I I I 11 I Revisions I I I I -- -- it -- -- -- -- r------ ------- Fir I __�__ r__�___ 3/4" MAPLE PLANKS, NATURAL FINISH III IIII I III IIII I III IIII 11 I IIII III II IIII III _-IIII III \ I I I I I I I I 1/2" MAHOGANY VENEER - II II II III III PLYWOOD, STAINED ESPRESSO II III II III II II III III II II IIII III II III III II II II 11 II ll II II II 11�1 II 1111 In S.S. FOOTRAIL AND FINISHED FLOOR III �4; BRACKETS FINISHED FLOOR 0-0 _ - �- - ABSOLUTE BLACK 0HIM Id -0 - - GRANITE BASE ENLARGED BAR ELEVATION ENLARGED BAR ELEVATION ENLARGED BAR PLAN 2 Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" & ELEVATION Am5wl These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies 2'-6" 2'-6" 5 1/2" 1'-7" 1/2" B.O. GWB SOFFIT B.O. GWB SOFFIT -MAPLE TRIM, NATURAL FINISH, - MITERED AT CORNERS 8 3 A.F.F.8'-3"A.F.F. 3 5/8" 20 GA. METAL STUD -- .• .• _ :. _ __ ---1-1/2"X 1/2" NATURAL FINISHED SOFFIT FRAMING —�- -- 40" TV BY OWNER. CONTRACTOR --- JASMINE 2X FIRE-TREATED BLOCKING - TO COORDINATE ELECTRICAL & MAPLE SLATS AS REQUIRED MOUNTING REQUIREMENTS W/ -1/2" MAHOGANY VENEER PLYWOOD AV VENDOR • , , , BACKER, STAINED ESPRESSO BLOSSOM E DOR BAC E S ESSO , 3/4" FIRE-TREATED PLYWOOD BACKER �, -CL1 COVELIGHT INSET INTO VENEER PLYWOOD - MA 02601 --- 574 MA 132 / BLACK RLAM BEHIND TV t HYANNIS, B.O. BACK BAR - - - � B.O._BACK BAR 1 MAPLE VENEER PLYWOOD 6-3 3/4"3/4"A.F.F. r - „ - _ - 6-3 3/4"A.F.F. S.S. WINE GLASS RACK NATURAL FINISH W/SOLID MAPLE ( ; i EDGE BANDING, TYP. 2 6 MAHOGANY VENEER LIQUOR TIER 7-6" ---- ----MAHOGANY VENEER LIQUOR TIER W/CL1 COVELIGHTS W/CL1 COVELIGHTS 5/4" QUARTZ COUNTERTOP = ALL DRAWINGS, SPECIFICATIONS AND WHITE ACRYLIC PANEL W/ EASED EDGE: _ ! l i_ --WHITE ACRYLIC PANEL ARCHITECTURAL DESIGNS ARE THE 9„ 4„ PROPERTY OF SOUSA DESIGN 2'-4 ,____1 ; ;/ FT I REQUIRED 2-4" COASTAL GREY NE t - F ARCHITECTS AND SHALL NOT BE 5/4" QUARTZ COUNTERTOP j T BLOCKING AS REQUIRED Q BLOCKING AS QUIRE MANUFACTURER CAESARSTO ' COLOR: 6003 COAS ' - 5/4' QUARTZ COUNTERTOP OR FINISH. POLISHED -' REPRODUCED OR USED N THIS W/ EASED EDGE: 7 3/4" 8 1/4" 1'-0" --- -- ..-- W/ EASED EDGE: ANY OTHER PROJECT WITHOUT 1'-0" 8 1/4" 7 3/4 = v - � ', -•', ; ; WRITTEN CONSENT FROM THE CONCEALED COVELIGHT, CL-1 MANUFACTURER: CAESARSTONE ARCHITECT. BAR TOP j BAR TOP �-----: MANUFACTURER: CAESARSTONE 'v COLOR: 6003 COAir ASTAL GREY 3 6 A.F.F. -- r� 3'-6"A.F.F. FINISH POLISHED THE CONTRACTOR SHALL CHECK AND I Li _µ ------- ----------- --- ------------- N COAT HOOK VERIFY ALL DIMENSIONS AND EXISTING i 4"X1" SS CONTINUOUS TIP RAIL i r-�; ;r o ;s - X TUBULAR - ------ - - - 1 X 1 LA L 1 1 TUB R STEEL: i; NOTE- CONTRACTOR TO PROVIDE " TUBULAR STEEL CONDITIONS ON SITE PRIOR TO (2) SHEETS 3/4" MARINE ? ;i CONVENIENCE OUTLETS WITH USB/ BEGINNING ANY WORK. REPORT ALL GRADE PLY W/ BLACK FRP 3/4" MARINE GRADE PLY;; RECEPTACLE COMBO AT 4'-0" O.C. AT - 3/4" MARINE GRADE PLY DISCREPANCIES IN WRITING TO SOUSA SUBSTRATE UNDERSIDE OF BAR TOP (TYPICAL) ;i SUBSTRATE DESIGN ARCHITECTS BEFORE 00 ? 6"X6" 3/8" STEEL ANGLE CONT. @ ! PROCEEDING WITH THE WORK AND - MARINE GRADE PLY 1/2" MAHOGANY VENEER PLYWOOD, -- - MARINE GRADE PLY BAR DIE THROUGH BOLTED TO BAR SHALL ACCEPT FULL RESPONSIBILITY ~ ; DIE 12" O.C. W/ BLACK FRP STAINED ESPRESSO W/ BLACK FRP FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE CARRIED 3/4" PT FT PLYWOOD OUT IN ACCORDANCE WITH THE co BA MARINE GRADE PLYWOOD DRAWINGS AND SPECIFICATIONS, AND M � BACKER TO THE SATISFACTION OF THE OWNER i WATER PROOF FABRIC 18" \ 3/4" MAPLE PLANKS, NATURAL FINISH OFF BAR FLOOR „ AND THE ARCHITECT. 00 9 BLACK GRANITE BASE 6 3/8" EACH CONTRACTOR SHALL SUBMIT TO QUARRY TILE BASE, QFT-1 ON 5/8 DUROCK BACKER SOUSA DESIGN ARCHITECTS FOR E APPROVAL: SHOP DRAWINGS, SAMPLES, S.S. BAR-MOUNTED FOOT RAIL O __________________________________ , M ._..........._.............._......__-_. CUTS OF ALL THE ITEMS OF WORK -, ___ �_�! _- INCLUSION IN THE � __ _ PRIOR TO THEIR PITCH FLOOR TO DRAIN +--= r--- PITCH FLOOR TO DRAIN _ r""" CONSTRUCTION. ALL ITEMS TO BE ` _ CONTRACTOR TO COORDINATE ALL FINISH FLOOR EQUIPMENT LOCATIONS AND FINISH FLOOR INCLUDED SHALL BE APPROVED FOR 0'-0"A.F.F. ELECTRICAL REQUIREMENTS WITH 0'-0"A.F.F. USE IN THE TOWN OF HYANNIS AND OWNER SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH CONTRACTOR TO COORDINATE - ALL OTHER CONTRACTORS. FLOOR DRAIN LOCATIONS WITH PLUMBING DRAWINGS THE QUALITY OF WORKMANSHIP AND BAR SECTION BAR SECTION MATERIALS USED SHALL COMPLY WITH 1 Scale: 1" = 1'-0" Scale- 1" = 1'-O" ALL TOWN OF HYANNIS AND MA STATE BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION ALL 1/2" 1 1/2" NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED -MAPLE TRIM, NATURAL FINISH, ACCESSIBILITY LAWS. - - TYP. TYP' MITERED AT CORNERS B.O. GWB SOFFIT -- - - ------- 8'-3" NATURAL FINISHED MAPLE SLATS, NATURAL FINISH MAHOGANY VENEER PLYWOOD 40" TV BY OWNER 40" TV BY OWNER BACKER (REVEALS), STAINED ESPRESSO - - 1" MAPLE VENEER PLYWOOD CL-a ! NATURAL FINISH W/SOLID MAPLE EDGE BANDING, TYP. B.O. BACK BAR 6'-3 3/4"A.F.F. z a Q -;; ;h;;' '�_;;' ;1=i;' =;;' \ :1;' • ;1ii/ ••, �, ,;1= ; - r' 1=;( r/ ,\ �r' ,,�� r' ,` :;;� •, ;;' ,`�:; 11-01. ._ - ;-----' -- -;+,r----��,r-----;. �-�---,�,i--- -- - ---- ---- -- - -- -- --- ---�- � - UNDERCOUNTER REFRIGERATION PROVIDED BY {"N:­ ?\;_ _ `\;_+' \, �,-,' �,_ / OWNER, CONTRACTOR TO COORDINATE W/ , ;.1,-r' r' .,\ -r,! .,1 =r. 11j `1-"- Fl C r/ \,;- r, ?t=r, F SERVICE PROVIDER FOOD SE FOR CLEARANCES ISSUED FOR: AND ELECTRICAL REQUIREMENTS �'T / ; ;. '1 PERMIT — — -- — ---- — -- — — -- — 1 ADJUSTABLE BLACK P.LAM GLASS BAR TOP -- -- _- SHELVES. — p, 3'-6"A.F.F. �70USA design r------------------------------------------------------------------------, —..-- -- ________,-- _____ _____________,--�_____;_____________,--; A r c h i t e c t s 81 Boylston Street,2nd Floor Boston,MA 02 5 —i 617.879.9100 www.sou.adesign.com -BLACK P.LAM @SHELF SIDES, 9 6'-2" (CLEAR) TYP. ch i QUARRY TILE COVE BASE, TYP. -4R a ,ti`, yip o to No. 95 Q AMBRID y FINISH FLOOR qtr 0'-0"A.F.F. - 3 BAR SECTION _ _ _ Scale: 1" = 1'-0" Job # 1605 Drawn by: P.W. Ckd by: S.A.S. CONTRACTOR TO COORDINATE ALL POS ELECTRICAL REQUIREMENTS WITH OWNER, 05.09.2016 Date: j TYP. - H. BLACK P.LAM SHELF OPENING FOR POS SYSTEM REGISTERS, CONTRACTOR TO Revisions COORDINATE W/OWNER FOR GROMMET HOLE LOCATION 0 - BAR TOP 3'-6"A.F.F. - - 01 BAR SECTION O - O FINISH FLOOR 0'-0"A.F.F. ADJUSTABLE BLACK P.LAM GLASS Am5m2 SHELVES 4) BRSAECTION -- ----_..._---------------- Scale: 1'-0" These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE 3 BLOSSOM 2'-0" 2'-6" V-11/2" 1'-0" 1'-0" 1'4" 574 MA-132 HYANNIS, MA 02601 _ I o I I I --- I ALL DRAWINGS, SPECIFICATIONS AND I DESIGNS ARE o j I PROPERTY O ARCHITECTURF AL SOUSA DESIGN THE 1 I w I ARCHITECTS AND SHALL NOT BE REPRODUCED ANY OT C HER PROD OR T WITHOUT - uwj I I WRITTEN CONSENT FROM THE ARCHITECT. I � I I 5/4" QUARTZ COUNTERTOP THE CONTRACTOR SHALL CHECK AND I _U) I I W/ EASED EDGE: VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO j I MANUFACTURER: BEGINNING ANY WORK. REPORT ALL CAESARSTONE DISCREPANCIES IN WRITING TO SOUSA I w I COLOR: 6003 COASTAL GREY DESIGN ARCHITECTS BEFORE 2 I > j I FINISH: POLISHED o - PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY -5. F0 I FOR SAME. DRAWINGS SHALL NOT BE SCALED. ALL WORK HALL CARRIED M j OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND I v I TO THE SATISFACTION OF THE OWNER I N O AND THE ARCHITECT. N EACH CONTRACTOR SHALL SUBMIT TO 5 4 SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK I - `') - PRIOR TO THEIR INCLUSION IN THE I I CONSTRUCTION. ALL ITEMS TO BE j INCLUDED SHALL BE APPROVED FOR z USE I I AND Uj SHALL,HAVE A THEON WN ASOTM A DNNIS UL UMBER 2'-0" 4'-7 1/2' i i7 I WHEN SUCH ITEMS REQUIRE THIS � DESIGNATION. EACH CONTRACTOR I Q I SHALL CO-ORDINATE HIS WORK WITH B.O. CEILING B-.O-.-CEILING ALL OTHER CONTRACTORS. I 8'-3"A.F.F. - - - �/ 8' 3"A.F.F. 1 1/2 MAPLE WOOD SHELF, ,,, ,,, THE QUALITY OF WORKMANSHIP AND urrrrlll I IOPi•p runnllllP,.. I I CONTRACTOR TO PROVIDE SHOP I" " „11 MATERIALS USED SHALL COMPLY WITH """"' " ALL TOWN OF HYANNIS AND MA STATE `�\WL�IJ,y/' \11l�III��111L✓/(�. I I DRAWINGS FOR ARCHITECT'S P5 P5 BUILDING CODES. DRAWINGS SUBJECT APPROVAL, TYP. W/ EASED EDGE: TO TO APPROVAL BY ALL GOVERNMENTAL I AGENCIES HAVING JURISDICTION ALL I I I MAPLE TRIM FLUSH TO MANUFACTURER: NEW CONSTRUCTION TO COMPLY WITH Q I WALL, NATURAL FINISH 5/4"' QUARTZ COUNTERTOP CAESARSTONE APPLICABLE HANDICAPPED W/ EASED EDGE: ACCESSIBILITY LAWS. I � ; ; I I I COLOR: 6003 COASTAL GREY O _ --- -I FINISH: POLISHED CAESARSTONE R. I I MAPLE TRIM, NATURAL N \ I I r-_ COLOR: 6003 COASTAL GREY FINISH - � FINISH: POLISHED I I T.O. COUNTER b ------ OIL T.O. COUNTER ----- - - - -------- N --------- -� I 13'-2"A.F.F. - - --- m ----- -- - - V 3' 2"A.F.F. 0 ----r -- ih J T.O. EATING COUNTER MAPLE TRIM, NATURAL T.O. EATING COUNTER -- 5'-7 1/2" 1' 0" 1'-0" 11-4" 3'-0"A.F.F. FINISH 3'-0"A.F.F. 8'-11 1/2" -- MAHOGANY VENEER ---- ----- --- MAHOGANY VENEER PANELING, STAINED PANELING, STAINED ESPRESSO 2 FINISH FLOOR ESPRESSO FINISH FLOOR � 0'-0"A.F.F. 6 BLACK GRANITE BASE ON 0'-0"A.F.F. 5/8" DUROCK BACKER 6" BLACK GRANITE BASE ON 5/8" DUROCK BACKER ENLARGED SUSHI BAR PLAN ENLARGED SUSHI BAR ELEVATION ' '"� ENLARGED SUSHI BAR ELEVATION 1 Scale: 1/2" = 1'-011 2 Scale: 1/2" = 1'-0" 3 ; Scale: 1/2" = 1'-0" �-� ISSUED FOR: PERMIT SOUSA design n � A r c h i t e c t s 81 Boylston Street,2nd Floor Boston, 100 02445 ( _ r 8 17. .www sous d sign.com 1106 V" 1 2 2 SOG� ' N N-5.3) -5.3 N0. 958 -5.3 -5.3 0 AMBRIDG o� 15 211 2'-11" 21' 11_011 2" 11_Q77II 2" 21_011 2" J�T'-0" 2" 2'-1011 2" ,_511 2" 21_1❑ 2❑ ���Z B.O. CEILING VA B.O. CEILING ,7 8'-3"A.F.F. -� -, -- - 8'-3"A.F.F. _ ._-R-- -r , p tl N A1/2" 1 1/2" MAPLEWOOD SHELF, - ..4.. 1 _ CONTRACTOR TO PROVIDE SHOP � �-=' CONTRACTOR TO PROVIDE SHOP llllll/fI j111111\\ Ill/f IIII l'l l\III Illfllll11111111\i1 Illlll l'llllll\I'll IIII/IIII IIII IIIII j t- VI„IIIII lll,,l;l ,,,,IIIII ,n ,,,,,,,Illl,,,u, v,,,,111111,,,1„ DRAWINGS FOR ARCHITECT'S DRAWINGS FOR ARCHITECT'S .�\�,L.�,9 \iI LI IJ��' _L_,y� .p\LLI L.i, •�\���=�� APPROVAL, TYP. M APPROVAL, TYP. 5 P5 P5 I MAPLE TRIM FLUSH TO CP - MAPLE TRIM FLUSH TO .lob # 1605 _ WALL, NATURAL FINISH iv WALL, NATURAL FINISH o Drawn by: P.W. Ckd by: S.A.S. 5/4" QUARTZ COUNTERTOP 1,-0„ c� ;— 5/4" QUARTZ COUNTERTOP Y w W/ EASED EDGE. o W/ EASED EDGE: CP Date: 05.09.2016 _ MANUFACTURER: MANUFACTURER: - ,'-� CAESARSTONE - L N o �? `r CAESARSTONE E_� COLOR: 6003 COASTAL GREY COLOR: 6003 COASTAL GREY CC6 IP7FINISH: POLISHED - - r- - _FINISH P__QLLSNED T.O. COUNTER T.O. COUNTER 3 0 A.F.F. -- ---_ -- 00 u u u u `__=------- BLACK P.LAM CABINET DOORS ,I I11 � II III II III II o E W/CONCEALED HINGES & MAPLE TRIM, NATURAL I MAGNETIC CATCHES II III II III II III III II III II I11 II FINISH 2'-8" CLEAR c II III II III II 111 III II III II III II � 1 I 1 1111 TI 11 IL----JIL---_- --JIL-�L_�-- ---- r-_ JIL--� JF-JIL_ _1�-JIL-�--J :. '• . , rl-��,Ir--arr„- M _ it 1 11 I I III III _ I I I III III III 1 1 III III IIIII III III IIIII III III IIIII I III IIIII 111 111 II I III III IIIII III III IIIII III III III11 III • Mill MAHOGANY VENEER I I II IIIII III II I I I I III I I I I PANELING, STAINED FINISH FLOOR FINISH FLOOR III I III --- • _ --_ -- - _ __ • - !r-1 - - --� ' ' -ESPRESSO-- 0'-0"A.F.F. 0'-0"A.F.F. 6" BLACK GRANITE BASE ON \ 6" BLACK GRANITE BASE ON 5/8" DUROCK BACKER 5/8" DUROCK BACKER PASS THROUGH, OPEN TO UNDERCOUNTER --- BEYOND, CONTRACTOR TO REFRIGERATION PROVIDE BY COORDINATE W/OWNER OWNER, CONTRACTOR TO FOR EXTENT OF OPENING COORDINATE W/ FOOD SERVICE PROVIDER FOR CLEARANCES ENLARGED SUSHI BAR ENLARGED SUSHI BAR ELEVATION ENLARGED SUSHI BAR BACK ELEVATION PLAN & ELEVATION - ---- ----- -- ( 5 Scale: 1/2 = 1 0 Scale: 1/2 - 1 -0 11 A=5m3 These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies B.O. CEILING 8'-3" AFF co JASMINE N BLOSSOM 574 MA-132 HYANNIS, MA 02601 N i 11 1/4" �1 1/2" MAPLE WOOD SHELF W/TRIADE j MAXI CONCEALED MOUNTING BRACKET �, -- - — ROUTED 3" FROM EACH SIDE. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S APPROVAL ALL DRAWINGS, SPECIFICATIONS AND 1/4" MAHOGANY VENEER, ARCHITECTURAL DESIGNS ARE THE �—STAINED ESPRESSO PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR 3/4" MAPLE, NATURAL FINISH ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE - - - - — - ARCHITECT. THE CONTRACTOR SHALL CHECK AND 5/4" QUARTZ COUNTERTOP --- co VERIFY ALL DIMENSIONS AND EXISTING W/ EASED EDGE: SUSHI DISPLAY REFRIGERATOR N CONDITIONS ON SITE PRIOR TO PROVIDED BY OWNER, CONTRACTOR BEGINNING ANY WORK. REPORT ALL MANUFACTURER: CAESARSTONE TO COORDINATE ELECTRICAL/ DRAIN 5/4" QUARTZ COUNTERTOP DISCREPANCIES IN WRITING TO SOUSA COLOR: 6003 COASTAL GREY W/ EASED EDGE: DESIGN ARCHITECTS BEFORE FINISH: POLISHED ___ REQUIRED PROCEEDING WITH THE WORK AND 1'-5" 1/2" 2'-6" 2,_g. 2'-0" MANUFACTURER: CAESARSTONE SHALL ACCEPT FULL RESPONSIBILITY -- - -- -- COLOR: 6003 COASTAL GREY FOR SAME. DRAWINGS SHALL NOT BE COVE LIGHT (CL1) CONT. AT FINISH: POLISHED SCALED. ALL WORK SHALL BE CARRIED BAR DIE OUT IN ACCORDANCE WITH THE T.O. COUNTER DRAWINGS AND SPECIFICATIONS, AND — --- -- -. — — -----� — — — — - _ --- -- -- - — - - TO THE SATISFACTION OF THE OWNER �T-3"AFF ---------- ih ; AND THE ARCHITECT. T.O. EATING COUNTER � N - EACH CONTRACTOR SHALL SUBMIT TO 3'-0"AFF - ----------------------------------------------------------------- • __ •-----------------.....--------------------------------- PLYWOOD GRADE LE _SuF , 3/4" MARINE SOUSA DESIGN ARCHITECTS FOR iv S.S. WORKTABLE PROVIDED APPROVAL: SHOP DRAWINGS, SAMPLES, (2) LAYERS 3/4" MARINE BY OWNER, CONTRACTOR CUTS OF ALL THE ITEMS OF WORK TO COORDINATE W/ PRIOR TO THEIR INCLUSION IN THE GRADE PLY W/ BLACK FRP OWNER'S PROVIDED CONSTRUCTION. ALL ITEMS TO BE EQUIPMENTS 6" x 6" 3/8" STEEL ANGLE INCLUDED SHALL BE APPROVED FOR COAT HOOK CONT. @ BAR DIE THROUGH USE IN THE TOWN OF HYANNIS AND 5" x 5" 3/8" STEEL ANGLE BOLTED TO BAR DIE 12" O.C. SHALL HAVE AN ASTM AND UL NUMBER CONT. @BAR DIE THROUGH WHEN SUCH ITEMS REQUIRE THIS BOLTED TO BAR DIE 12" O.C. 3/4" MARINE GRADE DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH NOTE: CONTRACTOR TO PROVIDE PLYWOOD W/WATER ALL OTHER CONTRACTORS. CONVENIENCE OUTLETS WITH USB/ REPELLANT STAIN AT RECEPTACLE COMBO AT 4'-0" O.C. AT BOTTOM 16" THE QUALITY OF WORKMANSHIP AND UNDERSIDE OF BAR TOP (TYPICAL) WATER PROOF FABRIC 18" MATERIALS USED SHALL COMPLY WITH 1/4" MAHOGANY VENEER, OFF FLOOR ALL TOWN OF HYANNIS AND MA STATE BUILDING CODES. DRAWINGS SUBJECT STAINED ESPRESSO 4 TO APPROVAL BY ALL GOVERNMENTAL 6" QUARRY TILE COVE BASE _' -- AGENCIES HAVING JURISDICTION ALL (QFT-1) NEW CONSTRUCTION TO COMPLY WITH 3/4" MAPLE, NATURAL FINISH APPLICABLE HANDICAPPED _ 6" QUARRY TILE COVE BASE N ACCESSIBILITY LAWS. 6" BLACK GRANITE BASE ON 5/8" DUROCK BACKER ----------•-•----------•------------------------- - -- --------------•-------------------------•---- cm PITCH FLOOR TO DRAIN PITCH FLOOR TO DRAIN C° FINISH FLOOR u 0'-0" AFF - 9 SUSHI BAR SECTION THROUGH EQUIPMENT Scale: 1 1/2" = 1'-0" B.O. CEILING 8'-3"AFF N I ao ISSUED FOR: I N PERMIT SOUSA design A r c h i t e c t s CV 81 Boylston Street,2nd Floor 11 1/4" Boston,Mn 02445 - —1 1/2" MAPLE WOOD SHELF W/TRIADE 617.879'9100 MAXI CONCEALED MOUNTING BRACKET www.sou.adesign.com N - - ----- ---- ROUTED 3" FROM EACH SIDE. -- ----- ---- - CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S APPROVAL �1/4" MAHOGANY VENEER, / ,\��tiRE AR y�l i STAINED ESPRESSO �,rtiN SOGF�,� N / 87 � NIBRIDG3/4" MAPLE, NATURAL FINISH NIDG `n ., ME Mass. — c3. 5/4" QUARTZ COUNTERTOP c) W/ EASED EDGE: � �. SUSHI DISPLAY REFRIGERATOR N MANUFACTURER: CAESARSTONE PROVIDED BY OWNER, CONTRACTOR j COLOR: 6003 COASTAL GREY TO COORDINATE ELECTRICAL/ DRAIN 7 FINISH: POLISHED ----------, REQUIRED 1'-5" 1/2" 2'-6" 2,-9„ 2'-0" Job # 1605 COVE LIGHT (CL1) CONT. AT BAR DIE Drawn by P.W. Ckd by: S.A.S. T.O. COUNTER 3'-3"AFF - - - — — ---------------- + — - — — — - ---- - - - CO `� Date: 05.09.2016 ------------------ T.O. EATING COUNTER ---------------------------------------------------•• r, `�3/4" PLYWOOD T-0"AFF N S.S. WORK TABLE PROVIDED Revisions BY OWNER, CONTRACTOR (2) LAYERS 3/4" MARINE TO COORDINATE W/ BLACK P.LAM SHELF. VERIFY DIMENSIONS GRADE PLY W/ BLACK FRP '' WITH POS SYSTEM SPECS/OWNER PROVIDED - OWNER'S PROVIDED COAT HOOK EQUIPMENTS HOLES AS REQUOIREDE POWER AND ACCESS 5" x 5" 3/8" STEEL ANGLE CONT. @ BAR DIE THROUGH BOLTED TO BAR DIE 12" O.C. 3/4" MARINE GRADE 19 -- FLUSH OVERLAY BLACK P. LAM DOOR NOTE: CONTRACTOR TO PROVIDE PLYWOOD W/WATER iv CONVENIENCE OUTLETS WITH USB/ i REPELLANT STAIN AT "' BLACK P.LAM CABINET INTERIOR RECEPTACLE COMBO AT 4'-0" O.C. AT BOTTOM 16' WITH ADJUSTABLE SHELVES. UNDERSIDE OF BAR TOP (TYPICAL) WATER PROOF FABRIC 18" - OFF FLOOR 1/4" MAHOGANY VENEER, - — STAINED ESPRESSO 4 3/4" PLYWOOD -- 6" QUARRY TILE COVE BASE (QFT-1) J L J 3/4" MAPLE, NATURAL FINISH N 6" QUARRY TILE COVE BASE SUSHI BAR SECTION 6" BLACK GRANITE BASE ON ---- ' 5/8" DUROCK BACKER a�- - -- io PITCH FLOOR TO DRAIN PITCH FLOOR TO DRAIN 3" BLOCKING AS REQUIRED FINISH FLOOR �J 0'-0"AFF - 2 SUSHI BAR SECTION THROUGH CABINETRY Am5m4 :) Scale: 1 1/2" = 1'-0° —_--- -- _ -- _ ---- -- These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies 2 JASMINE BLOSSOM 2'-0" _ 4'-01' 2'-0" 574 MA-132 '\ HYANNIS, MA 02601 BLACK WALNUT TOP, STN-1 ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE SOLID MAPLE EDGE BANDING, PROPERTY OF SOUSA DESIGN NATURAL FINISH ARCHITECTS AND SHALL NOT BE OC T.O. SHELVES REPRODUCED OR USED ON THIS OR T.O. SHELVES ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE 3 7'-0"A.F.F. (V.I.F.) 7'-0"A.F.F. (V.I.F.) \ VINYL GRAPHIC APPLIED TO WINDOW ARCHITECT. 1'-0" 1'-0° HOST o 3'-6" 1'-11" 1'-11" _ T-11" MAHOGANY VENEER PLYWOOD \ \ TYP., COORDINATE W/OWNER FOR b__ SHELVES, BACKING D SIDE CK AND 04 PANELS, TA STAINED STN -� EXTENT OF WORK VERIFY THE OALL DIMENSIONS AND NTRACTOR SHALL EEXISTING CONDITIONS ON SITE PRIOR TO ANY WORK. 4 D SCIREPANC ES IN WRITING REPORTALL TO SOUSA ' ___ BLACK WALNUT TOP, STN-1 __ _ __ _ --EQ.-I - - EQ. _ - - -- - BLACK WALNUT TOP, STAINED STN-1 DESIGN ARCHITECTS BEFORE 3'-10" 0 2 0" MAPLE VENEER PLY. \\ \ PROCEEDING WITH THE WORK AND b NATURAL FINISH \ SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE TL TL RECESSED COVE LIGHT, CL-1 TYP. T.O. COUNTER \ SCALED. ALL WORK SHALL BE CARRIED T.O. COUNTER � � L 3'-0"A.F.F. — — MAPLE VENEER PLY. OUT IN ACCORDANCE WITH THE 3'-0"A.F.F. NATURAL FINISH DRAWINGS AND SPECIFICATIONS, AND MAHOGANY VENEER PLYWOOD STAINED STN-1 _ MAHOGANY VENEER PLYWOOD TO THE SATISFACTION OF THE OWNER —- _ STAINED STN-1 AND THE ARCHITECT. --- -- M MAPLE VENEER PLY. NATURAL FINISH EACH CONTRACTOR SHALL SUBMIT TO --------� - - — — __— SOUSA DESIGN ARCHITECTS FOR 6"ABSOLUTE 6"ABSOLUTE BLACK APPROVAL: SHOP DRAWINGS, SAMPLES, oL FINISH FLOOR GRANITE BASE LACK FINISH FLOOR GRANITE BASE CUTS OF ALL THE ITEMS OF WORK -- - - --— - - PRIOR TO THEIR INCLUSION IN THE 0'-0"A.F.F. 0'-0"A.F.F. CONSTRUCTION. ALL ITEMS TO BE --------- - - INCLUDED SHALL BE APPROVED FOR O USE IN THE TOWN OF HYANNIS AND 4 SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH ALL TOWN OF HYANNIS AND MA STATE BUILDING CODES. DRAWINGS SUBJECT �ECNLARGED HOST PLAN HOST STAND FRONT ELEVATION 3HOST STAND SIDE ELEVATION TO APPROVAL BY ALL GOVERNMENTAL 1ale: 1/2" = 1'-0" -- - -- - --- \Scale: 1/2" = 1'-0" n _ - Scale: 1/2 — 1 O AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. T.O. SHELVING T-0"A.F.F. — — — — — — — — RECESSED COVE LIGHT, -- CL-1 TYP. 1/2" MAHOGANY VENEER PLYWOOD STAINED, STN-1 rn ISSUED FOR: PERMIT 3/4" MAHOGANY VENEER PLYWOOD SIDES, STAINED,TYP. SOUSA design - ` 0 �* - A r c h i t e c t s 81 Boylston Street,2nd Floor Boston,MA 02"5 SOLID MAPLE EDGE BANDING, 617.879.9100 NATURAL FINISH, TYP. www.sousadesign.com (2) 1/2" MAHOGANY VENEER PLYWOOD SHELVES, STAINED TYP. BLACK WALNUT TOP, STAINED STN-1 0 N 3/4" FIRE-TREATED PLYWOOD � No. 9587 AMBRIDGE SUBSTRATE Plass. > AL T.O. COUNTER 3 0 A.F.F. iv N iv . S.S. CABINET PULLS, 3/4" MAPLE VENEER PLY. ;n 1110. CONTRACTOR TO NATURAL FINISH COORDINATE WITH OWNER I I I I I I I I 3/4" MAHOGANY VENEER ow A I 1 I I PLY, STAINED STN-1 X II Job # 1605 I I I I I I I I I I I I I I I I I I I I ADJUSTABLE MELAMINE INNER ; ; -Drawn by: P.W. Ckd by: S.A.S. SHELVES BLACK P-LAM RECESSED COVE LIGHT, - `-° ' CL-1, TYP. o . N N o � � Date: 05.09.2016 I I I I I I I I 3/4" MAHOGANY VENEER PLYWOOD °' 1 1 1 1 CABINETS STAINED, WITH „ I CONCEALED HINGES AND MAGNETIC CATCHES Revisions 3/4" MAPLE VENEER PLY. - - NATURAL FINISH I I I I I I I I 3/4" BLACK VENEER PLYWOOD 1 1 I I I I I I ABSOLUTE BLACK GRANITE LO J - BASE ON 5/8" DUROCK — \ BACKER, MITTERED AT ABSOLUTE BLACK GRANITE - CORNER (TYP.) BASE ON 5/8" DUROCK FINISH FLOOR BACKER (TYP.) - - 0'-0"A.F.F. D4HOST STAND SECTION Scale: 1 1/2" = 1'-0" ENLARGED HOST PLANS & ELEVATIONS NOTE: THE CONTRACTOR TO SUBMIT ALL FINISHES AND SHOP DRAWINGS FOR MILLWORK TO SOUSA DESIGN ARCHITECTS, INC. FOR APPROVAL PRIOR TO COMMENCEMENT OF Am5m5 WORK. These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies DOOR SCHEDULE HARDWARE: DOOR FRAME REMARKS GROUP 1: FRONT ENTRY DOORS - PANIC HARDWARE: VON DUPRIN 98/99 SERIES PUSH BARS m SIZE DETAIL - NIGHT LATCH: VON DUPRIN 98/99 SERIES CONCEALED clo�0:2 MATERIAL F[NISH TYPE HDWR. MATERIAL FINISH TYPE - PULLS: ROCKWOOD 60" #RM2110- BRUSHED SS o z WIDTH HEIGHT GROUP HEAD JAMB SILL THRESHOLD - CLOSER LCN 4040 (BLACK POWDER COAT) 1 ENTRY VESTIBULE (EX) T-0" 6'-8" ALUM./GL BLACK ANOD. 1 1 EX PAINTED EX -- -- -- ADA PROVIDE PANIC HARDWARE&CLOSER, EXISTING FRAME TO REMAIN 2 ENTRY VESTIBULE T-0" 6'-8" ALUM./GL BLACK ANOD. 1 1 -- ADA PROVIDE PANIC HARDWARE&CLOSER, FRAME TO MATCH EXISTING FRONT ENTRY GROUP 2: R MS JASMINE - HANDDLE:LL: ROCKWOOD 11"#RM2110- CTC US32D - BRUSHED SS 3 PATIO DOOR (EX) T-0" 6'-8" EX PAINTED -- 1 EX PAINTED EX -- -- -- ADA EXISTING DOOR,CONTRACTOR TO VERIFY PANIC HARDWARE,CLOSER&LATCH SET TO BE LOCKABLE - KICK PLATE: ROCKWOOD US32D KICKPLATE - BRUSHED SS 4 PRIVATE DINING EGRESS (EX) T-O" 6'-8" EX PAINTED - 4 EX PAINTED EX -- -- -- ADA EXISTING DOOR,CONTRACTOR TO VERIFY PANIC HARDWARE,CLOSER&LATCH SET TO BE LOCKABLE - DOOR STOP: ROCKWOOD 440-US32D - BRUSHED SS BLOSSOM 5 KITCHEN EGRESS (EX) T-O" 6'-8" EX PAINTED -- 4 EX PAINTED EX -- -- -- ADA EXISTING DOOR,CONTRACTOR TO VERIFY PANIC HARDWARE,CLOSER&LATCH SET TO BE LOCKABLE - CLOSER: LCN 4040 RW/PA 6 OFFICE DOOR (EX) 2'-06" 6'-8" EX PAINTED -- 3 EX PAINTED EX -- -- -- -- EXISTING DOOR,CONTRACTOR TO VERIFY CLOSER&LATCH SET TO BE LOCKABLE 7 EMPLOYEE RESTROOM (EX) T-O" 6'-8" EX PAINTED -- 3 EX PAINTED EX -- -- -- -- EXISTING DOOR,CONTRACTOR TO VERIFY CLOSER&LATCH SET TO BE LOCKABLE GROUP 3: BACK OF HOUSE 574 MA-132 8 EMPLOYEE RESTROOM (EX) T-O" 6'-8" EX PAINTED -- 3 EX PAINTED EX -- -- _- -- EXISTING DOOR,CONTRACTOR TO VERIFY CLOSER&LATCH SET TO BE LOCKABLE - K LADLE: SCHLAGE ROC WOOD- US32 630 KISERIES OCKPLATE HYANNIS, MA 02601 9 MECH. ROOM (EX) 3'-0" 6'-8" EX PAINTED -- 3 EX PAINTED EX -- -- -- EXISTING DOOR, LATCH SET To BE LOCKABLE - DOOR STOP: ROCKWOOD 440-US32D - BRUSHED SS 10 MEN'S RESTROOM T-O" 6'-8" WD STAINED 2 2 EX PAINTED EX -- -- -- ADA PROVIDE CLOSER&DOOR STOP 11 WOMEN'S RESTROOM T-O" 6'-8" WD STAINED 2 2 EX PAINTED EX -- -- -- ADA PROVIDE CLOSER&DOOR STOP 12 KITCHEN T-0" 6'-8" WD/GL -- 3 -- WD STAINED 1 F A B -- ADA CONTACT VENDOR FOR HARDWARE SPECIFICATIONS GROUP 4: REAR EGRESS - PANIC HARDWARE: VON DUPRIN 98/99 SERIES PUSH BARS 13 KITCHEN T-0" 6'-8" WD/GL -- 3 -- WD STAINED 1 F A B -- ADA CONTACT VENDOR FOR HARDWARE SPECIFICATIONS - CLOSER: LCN 4040 RW/PA 14 EGRESS (EX) T-0" 6'-8" EX PAINTED -- 4 EX PAINTED EX -- -- -- ADA EXISTING DOOR, CONTRACTOR TO VERIFY PANIC HARDWARE,CLOSER&LATCH SET TO BE LOCKABLE - HANDLE: SCHLAGE A-SERIES LEVON 626 (WITH LOCKING) 15 PRIVATE DINING T-O" 6'-8" ALUM./GL BLACK ANOD. 1 1 -- BLACK ANOD. -- -- -- -- ADA PROVIDE PANIC HARDWARE&CLOSER, NO NIGHT LATCH REQUIRED ' CONTRACTOR IS RESPONSIBLE FOR ` NOTE: PROVIDE GROUP 4 HARDWARE COORDINATING ALL DOOR HARDWARE @ ALL EXISTING REAR EGRESS DOORS ALL DRAWINGS, SPECIFICATIONS AND * CONTRACTOR TO SUBMIT SHOP DRAWINGS OF ALL AND IS TO NOTIFY THE ARCHITECT OF AS REQUIRED ARCHITECTURAL DESIGNS ARE THE DOORS TO SOUSA DESIGN FOR APPROVAL ANY SUBSTITUTIONS PRIOR TO ORDERING PROPERTY OF SOUSA DESIGN *DOOR SIZES APPROXIMATE-ALL ROUGH OPENINGS ARCHITECTS AND SHALL NOT REPRODUCED OR USED ON THIS OR AND DOOR SIZES FOR EXISTING THRESHOLDS TO BE ANY OTHER PROJECT WITHOUT VERIFIED IN FIELD BY CONTRACTOR WRITTEN CONSENT FROM THE *ALL EXISTING DOORS TO REMAIN TO BE PAINTED, TYP. ARCHITECT. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE 3'-0" 3'-0" SCALED. ALL WORK SHALL BE CARRIED / 3-0 OUT IN ACCORDANCE WITH THE 1/2" / / DRAWINGS AND SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER BLACK ANODIZED U1,1 1 3/4" MAHOG. DOOR, AND THE ARCHITECT. ALUMINUM STAINED EACH CONTRACTOR SHALL SUBMIT TO TEMPERED --- - ► 4" BRUSHED ALUMINUM 1 3/4" MAHOG. DOOR, �- ELIASON® EASY SWING® SOUSA DESIGN ARCHITECTS FOR STARPHIRE GLASS LETTER "W" FOR WOMEN'S STAINED DOUBLE ACTION DOORS. APPROVAL: SHOP DRAWINGS, SAMPLES, "M" FOR MEN'S CUTS OF ALL THE ITEMS OF WORK MODEL : SCP-8 PRIOR TO THEIR INCLUSION IN THE ROCKWOOD 60" RM2110 ROCKWOOD 60" RM2'I10 - 4" MAPLE SLAT INSET, WITH 14" 0 TRANSLUCENT CONSTRUCTION. ALL ITEMS TO BE n DOOR PULL - US32D/630 DOOR PULL- US32D/630 RABBET JOINTS, AT ENTRY VESTIBULE NATURAL FINISH WINDOW INCLUDED SHALL BE APPROVED FOR - - ROCKWOOD 60" RM2110 COLOR: FORMICA BLACK 909 USE IN THE TOWN OF HYANNIS AND ROCKWOOD 73C DOOR#1 _ I — DOOR PULL - US32D/630 SHALL HAVE AN ASTM AND UL NUMBER bo WHEN SUCH ITEMS REQUIRE THIS ii ( ) 00 M -- -- 4" X 16 X .125' - _, - US32D PUSH PLATE - CO DESIGNATION. EACH CONTRACTOR VON DUPRIN BRUSHED SS SS PUSH PLATE SHALL CO-ORDINATE HIS WORK WITH 98/99 SERIES ALL OTHER CONTRACTORS. EXIT DEVICE 4 L_____j THE QUALITY OF WORKMANSHIP AND t�lc MATERIALS USED SHALL COMPLY WITH ALL TOWN OF HYANNIS AND MA STATE o ROCKWOOD ► ROCKWOOD ROCKWOOD BUILDING CODES, DRAWINGS SUBJECT 12x36x0.5" � 8" X 34"X .050" 8" X 34"X .050" ROCKWOOD 12x36x0.5" US32/630 KICKPLATE 1A 1B 2 3 TO APPROVAL BY ALL GOVERNMENTAL US32D/630 US32D KICKPLATE - US32D KICKPLATE - BRUSHED SS DOOR JAMB @ ENDFOLD DOORS DOOR JAMB @ ENDFOLD DOORS MEETING STILES DOOR JAMB AGENCIES HAVING JURISDICTION ALL KICKPLATE BRUSHED SS NEW CONSTRUCTION TO COMPLY WITH PUSH SIDE PULL SIDE PUSH SIDE PULL SIDE APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. DOOR_ TYPE #1 DOOR TYPE #2 DOOR TYPE #3 1 Scale: 1/2" = 11-0 11 2 Scaler 1/2" 1'-0" 3 Scale: 1/2" = 1'-0" SEE SCHEDULE MAHOGANY FRAME, 4 5 6 STAINED STN-1 DOOR HEAD @TRANSOM DOOR SILL WINDOW JAMB 5/8" GWB (SEE WALL TYPES) w J (2) 3 5/8" 20 GA MTL STUD HEADER o MAHOG. CASING STAINED ISSUED FOR: SHIM AS REQUIRED PERMIT w - - MAHOG. CASING, STAINED 2X4 BLOCKING 3/4"X 1 1/2" SOUSA design 5/4"X 5" JAMB DOOR STOP A r c h i t e c t s 3/4"X 1 1/2" 1 3/4" DOOR +� (SEE SCHEDULE) DOOR STOP 81 Boylston Street,2nd Floor 7 8 9 10 Boston,MA 02445 2X4 BLOCKING TRANSOMNVINDOW HEAD HORIZONTAL MULLION WINDOW SILL VERTICAL MULLION 617.879.9100 11 www.sousadeslgn.com -.4111 1 3/4" DOOR (SEE SCHEDULE) 3 5/8" 20 GA MTL STUDS @ 16" O.C. FRAME TYPE #1 CA 1TSa OD DOOR HEAD WOOD DOORJAMB WINDOW DETAILS1F " _ n n _ ' B n _ n " _ i " REDA Scale: 1/2 - 1 -0 l e: 3 - 1 -0 Scale: 3 - 1 -0 Scale: 3 - 1 -0 \��� A. `SO o No. 9587 `4 CAMBRIDGE y Mass. �J S H OF M"P NOTE: NEW ENTRY VESTIBULE STOREFRONT TO MATCH EXISTING. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND MATERIALS OF EXISTING STOREFRONT TO BE MATCHED PRIOR TO ORDERING. 5-10 1/4"V.I.F. 4'-3 3/4"V.I.F. Job # 1605 4" 9 T-O" 4" 9 1/4" 4" 4" T-7 3/4" 4" P.W. y: S.A.S. -- Drawn by: Ckd b 11'-6"V.I.F. f � � �� OPERABLE STOREFRONT SYSTEM: Date: 05.09.2016 3'-0" " s' o° 3'-9°v.LF. 4'-2 v2°v.LF. j Cl) \ ARCHITECTURAL GLAZING / - / / 5'-8 3/4"V.I.F. \ SYSTEMS, INC. To / (508) 588-4845 v PACER 450 ENDFOLD STACKING DOOR Revisions ' \ 2" x 4-1/2" FLUSH GLAZING FOR 1" INSULATED GLASS -- - - COLOR - PAINTED (ARCHITECT TO VERIFY COLOR W/CLIENT - PRIOR TO ORDERING) SIMULATED DIVIDED LITE WINDOW MULLIONS LL N U) vI Cl) > M 0h, v FIXED STOREFRONT SYSTEM: LL a zo N W I N c TEMP R D LASS `O a ARCHITECTURAL GLAZING co �u ul F- \ SYSTEMS, INC. (508) 588-4845 \ 2" x 4-1/2" FLUSH GLAZING FOR 1" INSULATED GLASS TEMPERED GLASE TEMPERED GLASS \ COLOR - PAINTED (ARCHITECT TO VERIFY COLOR W/ CLIENT PRIOR TO ORDERING) i SIMULATED DIVIDED LITE WINDOW MULLIONS to WINDOW & DOOR SCHEDULE O O O Cl- cl� % O OPERABLE FIXED FIXED MATCH EXISTING FIXED MATCH EXISTING Aw6ml r These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-132 HYANNIS, MA 02601 UNDERSIDE OF DECK UNDERSIDE OF DECK UNDERSIDE OF DECK PROVIDE FIRE STOPPING @ DECK UNDERSIDE OF DECK DEFLECTION TRACK DEFLECTION TRACK TO MEET UL DESIGN U419 ALL DRAWINGS, SPECIFICATIONS AND REQUIREMENTS FINISHED CEILING ARCHITECTURAL DESIGNS ARE THE FINISHED CEILING DEFLECTION TRACK PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR FINISHED CEILING ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE 3 1/2" SOUND INSULATION 3 1/2" BATT INSULATION ARCHITECT. @ RESTROOM WALLS THE CONTRACTOR SHALL CHECK AND 3 1/2" SOUND INSULATION EXISTING WALL VERIFY ALL DIMENSIONS AND EXISTING 20 GA 3 5/8" MTL STUDS 16" O.C. - @ RESTROOM WALLS CONDITIONS ON SITE PRIOR TO TO UNDERSIDE OF DECK 20 GA 3 5/8" MTL STUDS 16" O.C. C� BEGINNING ANY WORK. REPORT ALL TO UNDERSIDE OF DECK �J 20 GA 3 5/8" MTL STUDS 16"O.C. DISCREPANCIES IN WRITING TO SOUSA TO UNDERSIDE OF DECK DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND RESTAURANT SIDE KITCHEN/ RESTROOM SIDE RESTAURANT SIDE RESTAURANT SIDE SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SEE KITCHEN/ RESTROOM SIDE KITCHEN/ RESTROOM SIDESCALED. ALL WORK SHALL BE CARRIED FOR CEILING 5/8" DENSSHIELD TILE BACKER TO FOR CEILING RESTAURANT/ PREP SIDE OUT IN ACCORDANCE WITH THE CONDITIONS UNDERSIDE OF DECK CONDITIONS RCP A-1.3 SEE: RCP A-1.3 DR AWINGS AND SPECIFICATIONS, AND �-= TO THE SATISFACTION OF THE OWNER L---� - (DENSGLASS @ COOK LINE � AND THE ARCHITECT. SEE RCP WALL TILE LOCATIONS) 1 LOCATIONS, DENSHIELD @ FOR CEILING 3 -- 5/8" DENSSHIELD TILE BACKER TO GWB O EIL NG UNDERSIDE OF EACH CONTRACTOR SHALL SUBMIT TO 5/8" GWB TO UNDERSIDE CONDITIONS -� UNDERSIDE OF DECK FINISHED CEILING SOUSA DESIGN ARCHITECTS FOR 5/8" GWB TO UNDERSIDE OF DECK OF FINISHED CEILING (BOTH SIDES) (DENSHIELD TILE BACKER AT ALL APPROVAL: SHOP DRAWINGS, SAMPLES, C SEE ELEVATIONS FOR WALL `SEE ELEVATIONS FOR WALL >> WALL TILE LOCATIONS) CUTS OF ALL FINISH "SEE ELEVATIONS FOR WALL PRIOR TO THEIR EINCLUSION I ITEMS OF N FINISH KS FINISH '`SEE ELEVATIONS FOR WALL CONSTRUCTION. ALL ITEMS TO BE 2X4 FIRE TREATED PT 2X4 FIRE TREATED PT FINISH INCLUDED SHALL BE APPROVED FOR y" BLOCKING WHERE REQUIRED USE IN THE TOWN OF HYANNIS AND F-:— SHALL HAVE AN ASTM AND UL NUMBER BLOCKING WHERE REQUIRED ( 2X4 FIRE TREATED PT WATERPROOF 18"A.F.F WHEN SUCH ITEMS REQUIRE THIS WATERPROOF 18"A.F.F AND BLOCKING WHERE REQUIRED / AND 12"AWAY FROM WALL DESIGNATION. EACH CONTRACTOR 12"AWAY FROM WALL _ FRP @ALL KITCHEN PREP, STORAGE, @ALL WET LOCATIONS SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. AND DISHWASHER STATIONS, TYP. s WATERPROOF 18"A.F.F AND STAINLESS STEEL PANELS @ C 12"AWAY FROM WALL THE QUALITY OF WORKMANSHIP AND -- COOKL C= INE &WARE-WASHING �� - MATERIALS USED SHALL COMPLY WITH= DUROCK 16"A.F.F. @ALL WET LOCATIONS ALL TOWN OF HYANNIS AND MA STATE DUROCK 16"A.F.F �� DUROCK 16" A.F.F BUILDING CODES. DRAWINGS SUBJECT -'----'---------" 2X4 FIRE TREATED PT SILL TO APPROVAL BY ALL GOVERNMENTAL 2X4 FIRE TREATED PT SILL 2X4 FIRE TREATED PT SILL AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. PARTITION TYPE #1 PARTITION TYPE #2 Scale: 1 1/2" = 1'-0" 2 „ _ ,_ „ PARTITION TYPE #3 PARTITON TYPE #4 Scale: 1 1/2 - 1 0 3 Scale: 1 1/2" = 1'-0" 4' Scale: 1 1/2" - 1'-0" LIGHT GAUGE METAL FRAMING GENERAL NOTES 1 . ALL EXTERIOR LIGHT GAUGE MEMBER DESIGN SHALL BE BASED ON COLD-FORM STEEL DESIGN MANUAL, AS PUBLISHED BY THE AIDS AND THE LIGHT GAUGE STRUCTURAL STEEL FRAMING DESIGN HANDBOOK AS PUBLISHED BY LAGS. 2. DESIGN LOADING SHALL BE TAKEN FROM ALL APPLICABLE SECTIONS AND REFERENCES OF THE APPLICABLE STATE BUILDING CODE AND LOADS INDICATED ON THIS DRAWING. 3. LIGHT GAUGE FRAMING ERECTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL STRUCTURAL ENGINEER ISSUED FOR: REGISTERED IN THE APPLICABLE STATE, TO PREPARE COMPLETE SHOP DRAWINGS INCLUDING STRUCTURAL DESIGN PERMIT COMPUTATIONS OF ALL WORK OF THIS SECTION (MEMBERS, CONNECTIONS, ETC.) BASED ON AND CLOSELY FOLLOWING THE LAYOUT AND DETAILS ON THE DRAWINGS. PROVIDE ENGINEER'S REGISTERED STAMP WITH DRAWINGS. SOUSA design g 4. STRUCTURAL DESIGN COMPUTATIONS SHALL PROVIDE A COMPLETE STRUCTURAL ANALYSIS OF ALL TYPICAL AND A r c h i t e c t s SPECIAL CONDITIONS OF CONSTRUCTION AND SHALL CERTIFY THE VARIOUS CONDITIONS AS DESIGNED CONFORMING TO THE GOVERNING BUILDING CODE WITH SPECIFIC ADDED STATEMENTS THAT SEISMIC AND WIND LOAD FORCES HAVE BEEN Bt Boylston Street,2nd Floor Boston,MA 02445 TAKEN INTO FULL ACCOUNT. 617.879.9100 www.sousadesign.com 5. DEFLECTION COMPUTATIONS FOR VERTICAL CANTILEVER AND GENERAL WALL CONDITIONS SHALL COMPLY WITH THE GOVERNING BUILDING CODE. 6. SHOP DRAWINGS AND STRUCTURAL DESIGN COMPUTATIONS SHALL BE SUFFICIENT IN CONJUNCTION WITH ��": 'v^�c'h;, SPECIFICATIONS, TO PROVIDE THE COMPLETE BASIS FOR THE FABRICATION AND INSTALLATION OF LIGHT GAUGE METAL ����Q�� A. 19, FRAMING. `n No. 95 CAMBRIDG 7. SHOP DRAWINGS SHALL SHOW COMPLETE FRAMING ELEVATIONS, SECTIONS AND DETAILS OF ALL INSTALLATIONS. Mass. I INCLUDE COMPLETE LARGE SCALE DETAILS OF ALL TYPICAL AND SPECIAL CONDITIONS OF CONSTRUCTION, AND CLEARLY �rN INDICATE MATERIALS, SIZES, SHAPES, SECTIONS, GAUGES, THICKNESS AND FINISH OF ALL MEMBERS. 8. CLEARLY INDICATE ALL MATERIALS AND METHODS USED ON THE CONNECTIONS AND ANCHORING OF WORK, INCLUDING DESIGNS LOCATIONS AND SPACING OF ALL WELDS, FASTENINGS, ANCHORS AND PROPOSED SECTION TOLERANCES. 9. APPROVAL OF SHOP DRAWINGS WILL BE FOR SIZE AND ARRANGEMENT OF ITEMS AND STRENGTH OF CONNECTIONS. Job # 1605 ERROR IN DIMENSIONS AND CALCULATIONS SHOWN ON THE SHOP DRAWINGS SHALL BE THE RESPONSIBILITY OF THE ERECTOR. Drawn by: P.W. Ckd by S.A.S. 10. OBTAIN ARCHITECT'S APPROVAL OF SHOP DRAWINGS BEFORE PROCEEDING WITH FABRICATION AND ERECTION. Date: 05.09.2016 CONTRACTOR GENERAL NOTES Revisions CONTRACTOR TO: 1 . COORDINATE BLOCKING FOR ALL RESTROOM AND KITCHEN EQUIPMENT. Scale: 1 1/2" 1'-0" Scale: 1 1/2" 1'-0" Scale: 1 1/2" 1'-0" 2. COORDINATE THROUGH-PENETRATION FIRESTOPS PER UL DESIGN RECOMMENATIONS. = = = - - 3. BRACE WALL AS REQUIRED. 4. PROVIDE 3/4" FIRETREATED PLYWOOD BACKER AT MILLWORK AS REQUIRED. PARTITION TYPES Am7ml These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA an design Architects of discrepancies g Y p f JASMINE BLOSSOM 'I 574 MA-132 HYANNIS, MA 02601 DN Li OFFICE _. 00 00 W.I.C. W.I.C. g MEWS ALL DRAWINGS, SPECIFICATIONS AND PLOYEE LOYEE ARCHITECTURAL DESIGNS ARE THE RES ROOM RES OOM -- 8 8 PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR El 11 El ANY OTHER PROJECT WITHOUT X WRITTEN CONSENT FROM THE p - _ ARCHITECT. 5$j 58 IN i i ---- ---- - - THE CONTRACTOR SHALL CHECK AND I I - VERIFY ALL DIMENSIONS AND EXISTING � CONDITIONS ON SITE PRIOR TO � BEGINNING ANY WORK. REPORT ALL s I DISCREPANCIES IN WRITING TO SOUSA cn ® �� DESIGN ARCHITECTS BEFORE ELEC. PANELS o^ �`°� �` —'—'—'- L — —'—' PROCEEDING WITH THE WORK AND ----- ---- u -- � - 54 I i SHALL ACCEPT FULL RESPONSIBILITY ------ - FOR SAME. DRAWINGS SHALL N - OT BE SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND 4 t5� TO THE SATISFACTION OF THE OWNER C c 53 __„_._--__ AND THE ARCHITECT. I II 13 WOMEN S „ w w 12 EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR EXISTING IL > APPROVAL: SHOP DRAWINGS, SAMPLES, U- FREEZER 16 ;____ EXISTING MECH M 52 � u- �I CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE 34 11 18 _- CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR �u -C - 56 t -J USE IN THE TOWN OF HYANNIS AND _ . SHALL HAVE AN ASTM AND UL NUMBER 12 � S WHEN SUCH ITEMS REQUIRE THIS x 57A DESIGNATION. EACH CONTRACTOR 10 ❑❑ 36 53 53 SHALL CO-ORDINATE HIS WORK WITH 17 - ❑❑ 45A� ti -=m__ 57 "-- ALL OTHER CONTRACTORS. U I 00 0TA bvjJ THE QUALITY OF WORKMANSHIP AND 9 ' ❑ J�, COLD BUFFET ��t HOT BUFFET -" MATERIALS USED SHALL COMPLY WITH ALL TOWN OF HYANNIS AND MA STATE w BUILDING CODES. DRAWINGS SUBJECT 0❑ 5� TO APPROVAL BY ALL GOVERNMENTAL O W AGENCIES HAVING JURISDICTION ALL 8 I-- KITCHEN 37 co NEW CONSTRUCTION TO COMPLY WITH Cx SERVICE APPLICABLE HANDICAPPED C - 7 oo -� - `O ACCESSIBILITY LAWS. -- 17 ❑ C �• DINING 3 DO 59j 12 I 6 ❑ SERVICE TABLE Q�'` 1 "❑ - `43> I 5 LC BAR ' 4-- CO � ! 1 ❑ 32 43 21 ❑ � I I 4 ❑0 rn 30 31 C j 38 T 42PO x �' C ., - � I �' 44 ---- -- F- 18 11 u - 50 I� 46 7 I 3 18" x 90" 18" x 90" C�.!" -- IV 135A El ®o. ii I I�� ° 41 I I I ! RICH 14 K49 ❑❑❑❑❑❑ - I Lj 1 19 ' S9 17A ) 18 ----- � n, U zl 4 25 2 ,' SUSHI BlA ! I '°°' ''1 27 -----, 22 23 2 26 8 b 64 - 20 ----- 21 ---- .-_�- - - -- -- - 63 ! 39A _15__ 4--;---'may- --; --------- -------,r =i -� ! ! --- - - - -- -- - ---- - 47 PO Il � � El ISSUED FOR: 41 I --- 1 48 CC I I 50A PERMIT �` III II:. __ .._...... 45 r ------------------------------------------------- , - III - ------ I �- -� I ,'� II, I'�I I El ! -- SOUSA esign 1 16 SERVICE I 42 - '- - ______ A r c h i t e c t s j ----- i° WAT RE 81 Boylston Street,2nd Floor — -—————- Boston,MA 02445 El -" 617.879.9100 Lo I www.sousadesign.com O _ - I PRIVATE DINING I 50 / I I I I I I I I I I I 6 6 6 I I I I I I I I �h I WAITING I � I DINING 11 HOST Job # 1605 36 I I I I 16 1 Drawn by: P.W. Ckd by: S.A.S. I I -- -- — - SERVICE 12 Date: 05.09.2016 F-1 F7 7 F7. I ,I O O o Revisions I a I j PATIO + -- I 20 � I SEATING SUMMARY I I _.., 7. I BAR = 23 SUSHI BAR = 10 --_!�J --- - - --L1----- --- =- ---�-- - --- -- ---L�--- -------- -- --- ----------------- --------- BAR DINING = 24 ------ -- DINING 1 = 36 DINING 2 = 44 --- DINING 3 = 12 PDR = 54 15c) TOTAL INTERIOR SEATING = 191 FOOD SERVICE PLAN PATIO 1 = 20 3 FOOD SERVICE PLAN K= 1 ■O Scale: 1/4" = 1'-O" - These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies JASMINE BLOSSOM 574 MA-1 32 HYANNIS, MA 02601 EQUIPMENT SCHEDULE ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE PROPERTY OF SOUSA DESIGN ELECTRICAL PLUMBING ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE Z ARCHITECT. < ZW THE CONTRACTOR SHALL CHECK AND Q ~ W VERIFY ALL DIMENSIONS AND EXISTING �. .� Q Q CONDITIONS ON SITE PRIOR TO U Uj Q U Z Z Z Q Z > Z BEGINNING ANY WORK. REPORT ALL ITEM MODEL a J Q 2 Z W W W U) W U) .__I W 1-- W DISCREPANCIES IN WRITING TO SOUSA O 11 2 �W Q N O N Q N <( 1- Q N p N DESIGN ARCHITECTS BEFORE NO QTY MANUFACTURER DESCRIPTION NUMBER DIMENSION Q > 2 0- z cU ow Z to c9 in (D °0 U U) I U) PROCEEDING WITH THE WORK AND SHALL ACCEPT FULL RESPONSIBILITY 1 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 12" 0 100,000 FOR SAME. DRAWINGS SHALL NOT BE 2 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 20" 0 100,000 SCALED.ALL WORK SHALL CARRIED T OUT IN ACCORDANCE WITH THE 3 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 22" 0 100,000 DRAWINGS AND SPECIFICATIONS,AND TO THE SATISFACTION OF THE OWNER 4 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 18" 0 100,000 AND THE ARCHITECT. 5 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 12" 0 100,000 EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR 5A 1 BOWERY RESTAURANT SUPPLY 5 HOLE CHINESE WOK RANGE -- 142" W x 44" D x 33" H APPROVAL: SHOP DRAWINGS, SAMPLES, 6 1 BOWERY RESTAURANT SUPPLY WOK RANGE SOUP POT -- 24" W x 24" D x 18" H 100,000 CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE 7 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 12" 0 100,000 CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR 8 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 20110 100,000 USE IN THE TOWN OF HYANNIS AND SHALL HAVE AN ASTM AND UL NUMBER 9 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 20" 0 100,000 WHEN SUCH ITEMS REQUIRE THIS DESIGNATION. EACH CONTRACTOR 10 1 BOWERY RESTAURANT SUPPLY WOK RANGE -- 22" 0 100,000 SHALL CO-ORDINATE HIS WORK WITH 10A 1 BOWERY RESTAURANT SUPPLY 4 HOLE CHINESE WOK RANGE -- 118" W x 44" D x 33" H ALL OTHER CONTRACTORS. 11 1 BOWERY RESTAURANT SUPPLY GREASE TRAP -- 15" W x 18" D x 27" H 100,000 THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH 12 1 BOWERY RESTAURANT SUPPLY TABLE -- 18" W x 20" D x 33" H 100,000 ALL TOWN OF HYANNIS AND MA STATE BUILDING CODES. DRAWINGS SUBJECT 13 1 BOWERY RESTAURANT SUPPLY SMOKE HOUSE NSF SM24 24" W x 30" D x 75" H 45,000 TO APPROVAL BY ALL GOVERNMENTAL 14 1 -- RICE COOKER TABLE -- 40" W x 24" D x 18" H AGENCIES HAVING JURISDICTION ALLNEW CONSTRUCTION TO COMPLY WITH 15 1 -- WORK TABLE -- 15" W x 16" D x 33" H APPLICABLE HANDICAPPED ACCESSIBILITY LAWS. 16 1 GROEN PRESSURELESS STEAMER HY-6SG 24" W x 35" D x 60" H 5" 120,000 17 2 TRUE FOOD SERVICE EQUIPMENT, INC. FOOD PREP TABLE/ SANDWICH UNIT TSSU-72-30M-B-ST 72" W x 35" D x 35" H 10.3 115/60/1 1/2 1 5-15P 17A 1 TRUE FOOD SERVICE EQUIPMENT, INC. FOOD PREP TABLE/ SANDWICH UNIT TPP-60 60" W x 35" D x 35" H 10.3 115/60/1 1/2 1 5-15P 18 3 TRUE FOOD SERVICE EQUIPMENT, INC. UNDERCOUNTER REFRIGERATOR TUC-48-LP 48" W x 34" D x 35.5" H 6.4 115/60/1 1/5 1 5-15P 19 1 TRUE FOOD SERVICE EQUIPMENT, INC. UNDERCOUNTER REFRIGERATOR TUC-60-HC 60" W x 35" D x 35.5" H 2.0 115/60/1 1/6 1 5-15P 20 1 SOUTHBEND INFRARED BROILER 171 34" W x 37" D x 72" H 1.0 3/4" 104,000 21 1 AMERICAN RANGE 6 BURNER AR-6 36" W x 34" D x 34" H 5" 227,000 22 1 PITCO TUBE FIRED GAS FRYER SG16 16" W x 34" D x 34" H 7" 110,000 23 1 PITCO TUBE FIRED GAS FRYER SG16 16" W x 34" D x 34" H 7" 110,000 24 1 PITCO TUBE FIRED GAS FRYER SG16 16" W x 34" D x 34" H 7" 110,000 25 1 PITCO TUBE FIRED GAS FRYER SG20 20" W x 34" D x 34" H 7" 140,000 26 1 PITCO TUBE FIRED GAS FRYER SG20 20" W x 34" D x 34" H 7" 140,000 27 1 STAR MANUFACTURING INTER. LAVA ROCK GAS CHAR-BROILERS 6024CBD 24" W x 30" D x 34" H 3/4" 80,000 28 1 AMERICAN RANGE 4 BURNER AR-4 24" W x 30" D x 34" H 5" 155,000 29 1 STAR MANUFACTURING INTER. LAVA ROCK GAS CHAR-BROILERS 636MF 36" W x 30" D x 34" H 84,900 ISSUED FOR: 30 1 CUSTOM WORK TABLE -- 96" W x 42" D x 35.5" H 31 1 CUSTOM STEAMER TABLE -- 50" W x 42" D x 35.5" H PERMIT 32 1 TRUE FOOD SERVICE EQUIPMENT, INC. WORKTOP REFRIGERATOR TWT-48-ADA 48" W x 30" D x 34" H 5.0 115/60/1 1/5 1 5-15P SOUSA design 33 1 CUSTOM WORK TABLE -- 48" W x 30" D x 35" H 34 1 EAGLE GROUP SOILED DISHTABLES W/LANDING SHELF CUSTOM EXISTING (V.I.F) A r c h i t e c t s 35 1 EAGLE GROUP 414 SERIES COVED CORNER THREE-COMPARTMENT SINKS CUSTOM 120" W x 30" D x 35" H 81 Boylston Street,2nd Floor Boston,MA 02445 35A 1 CUSTOM DUMP SINK W/ DRAIN BOARD CUSTOM 51" W x 30" D x 35" H 617.879.9100 www.sousadeslyncorn 36 1 CUSTOM SLICE TABLE -- 30" W x 30" D x 35" H 37 1 BOWERY RESTAURANT SUPPLY TEA URNER TABLE W/BUILT IN ICE CHEST/COLD PLATE/SODA GUN CUSTOM 96" W x 30" D x 37" H + 44" H 38 1 TRUE FOOD SERVICE EQUIPMENT, INC. UNDERCOUNTER FREEZER TUC-27F 28" W x 30" D x 33" H 8.3 115/60/1 1/3 1 5-15P 39 1 SUSHI BAR CUSTOM TABLE S.S. COUNTER W/ FOOD SINKS -- 228" W x 31" D x 34" H 39A 1 CUSTOM SUSHI BAR PREP SINK -- 20" W x 20" D x 13" H 40 2 TRUE FOOD SERVICE EQUIPMENT, INC. SUSHI UNDERCOUNTER REFRIGERATOR TUC-72 72" W x 31" D x 32" H 8.5 115/60/1 1/3 1 5-15P 41 2 OHO SUSHI CASE CUSTOM 72" W x 11.75" D x 10.9" H 2.5 115/60/1 1/8 1 42 2 CUSTOM SUSHI BAR HAND SINK W/SPLASH GUARD -- 15" W x 15" D x 10" H 43 2 RUBBERMAID SLIM JIM TRASH CAN -- 12" W x 21" D x 30" H 44 2 EAGLE GROUP CUSTOM ICE CHEST -- 24" W x 21" D x 30" H 45 2 KROWNE BAR HAND SINK 18-18ST 19" W x 15" D x 30" H 45A 2 KROWNE HAND SINK 18-18ST 19" W x 15" D x 30" H 46 2 EAGLE GROUP 3 COMPARTMENT SINK B5C-18 60" W x 22" D x 30" H Job # 1605 47 2 TRUE FOOD SERVICE EQUIPMENT, INC. UNDERBAR GLASS CHILLER T-24-GC-S 25" W x 27" D x 32" H 5.8 115/60/1 1/4 1 5-15P Drawn by: P.W. ckd by; S.A.S. 48 1 VIKING UNDERCOUNTER WINE CELLAR VUWC144 24" W x 24" D x 34" H 3.0 115/60/1 49 1 GLASTENDER PASS-THRU COOLER PT84 84" W x 28" D x 35" H 7.75 120/60/1 1/3 1 5-15P Date: 05.09.2016 50 2 KROWNE BLENDER STATION 18-18BD 18" W x 22" D x 30" H 50A 1 TRUE FOOD SERVICE EQUIPMENT, INC. SLIDE LID BEER COOLER TD-36-12 36.75" W x 26.625" D x 33.375" H 4.6 115/60/1 1/3 1 5-15P Revisions 51 1 ATLAS METAL INDUSTRIES, INC. HOT PAN WH-6 81" W x 24" D 24.5 208 1/3 1 6-50P 52 1 ATLAS METAL INDUSTRIES, INC. HOT PAN WH-5 68" W x 24" D 20.4 208 1/3 1 L6-30P 53 3 ATLAS METAL INDUSTRIES, INC. PLATE DISPENSERS DROP-IN PDS-10-1/8 10.5" 0 54 1 ATLAS METAL INDUSTRIES, INC. COLD PAN WCM/WCMX-4 57" W x 24" D 6.8 120 1/4 1 5-15P 55 1 ATLAS METAL INDUSTRIES, INC. COLD PAN WCM/WCMX-4 57" W x 24" D 6.8 120 1/5 1 5-15P 56 1 ATLAS METAL INDUSTRIES, INC. SLIM-LINE ICE CREAM FREEZER WDF-L 28" W x 16.5" D 2.4 120 1/5 1 5-15P 57 1 CUSTOM BOWL WELL -- 16" W x 16" D 57A 1 CUSTOM ICE CREAM SCOOP WATER DRAIN -- 16" W x 16" D 58 2 CUSTOM WALK-IN COOLER -- 8'-9"W x 9'-6" D (V.I.F) 59 2 EAGLE GROUP CUSTOM HAND SINK TABLE W/6"SPLASH GUARD -- 24" x 34" D x 35" H 60 1 HOBART GLASSWASHER LXiG 24" W x 27" D 34" H 15.4 120/60/1 1/5 1 5-15P FOOD SERVICE 61 1 CAPTIVE AIRE EXHAUST HOOD -- 278" W x 54" D EQUIPMENT 62 1 CAPTIVE AIRE EXHAUST HOOD -- 440" W x 54" D SCHEDULE 63 1 CUSTOM CUSTOM SIDE TABLE -- 6" W x 35" D x 33" H 64 1 TRUE FOOD SERVICE EQUIPMENT, INC. REACH-IN REFRIGERATOR T-49 54" W x 30" D x 79" H 5.8 115/60/1 1/3 1 5-15P 65 1 TRUE FOOD SERVICE EQUIPMENT, INC. REACH-IN FREEZER T-19F 27" W x 24.5" D x 75.25" H 6.8 115/60/1 1/3 1 5-15P \ Km I I These drawings and specifications are the property and copyright of SOUSA design Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of SOUSA design Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify SOUSA design Architects of any discrepancies FAN SCHEDULE LABEL MODEL NO. SERVICE C.F.M. R.P.M. H.P. EXTERNAL ELECTRICAL DATA CURB/DUCT SIZE DRIVE TYPE REMARKS STATIC P ESSURE VOLTS PHASE HEF-1 RDUS-U2135 WOK HOOD 3,200 2,570 3 1.5" S.P. 208 3 �,5 "INLET DISCH. BELT CONTROLLED BY WOK HOOD CONTROL CABINET 14 X1 HEF-2 RDUS-U2135 WOK HOOD 3,200 12,570 3 1 1.5" S.P. 208 3 �,5 0"INLET BELT CONTROLLED BY WOK HOOD CONTROL CABINET 14 X11 DISCH. HEF-3 RDUS-U2135 WOK HOOD 3,200 2,570 3 1.5" S.P. 208 3 t5 0"INLET BELT CONTROLLED BY WOK HOOD CONTROL CABINET JASMINE 14 X11 DISCH. _ HEF-4 NCA18-HPFA MAIN HOOD 3,000 1,230 2 1.5 18 S.P. 208 3 28"X18 DUCT X26" CURB BELT CONTROLLED BY MAIN HOOD CONTROL CABINET BLOSSOM �J 18 X18 DUCT HEF-5 NCA18-HPFA MAIN HOOD 3,000 1,230 2 1.5" S.P. 208 3 28"X26" CURB BELT CONTROLLED BY MAIN HOOD CONTROL CABINET FF_ WF-1DISHWASHER 800 1,640 1 2 1.0" S.P. 120 1 19.5"X19.5" CURB BELT WALL MOUNTED STARTER WITH PILOT LIGHT. FURNISHED BY HVAC `���-gyp �� 574 MA-132 D DD8FA / INSTALLED BY ELECTRICAL CONTRACTOR TEF-1 DD13FA PUBLIC TOILETS 1,200 1,170 1/2 1.0" S.P. 120 1 19.5"X19.5" CURB BELT TIMECLOCK CONTROL, FURNISHED BY HVAC HYANNIS, MA 02601 INSTALLED BY ELECTRICAL CONTRACTOR EQUIPMENT SHALL BE 'CAPTIVEAIRE' UNLESS NOTED OTHERWISE. HVAC CONTRACTOR SHALL FURNISH LINME VOLTAGE CONTROLS FOR THE ABOVE NEW HOOD EXHAUST FANS (HEF-1, HEF-2, AND HEF-3) SHALL BE UPBLAST UTILITY BLOWERS U.L. LISTED FOR RESTAURANT SERVICE. FANS SHALL BE EQUIPMENT. DELIVER TO THE ELECTRICIAN PROVIDEDWITH THE FOLLOWING: FOR INSTALLATION. UL 762 LISTING j ALL DRAWINGS, SPECIFICATIONS UTILITY BLOWER UPBLAST CONFIGURATION RECEPTOR - ��hfG�d �lCl�ii PROPERTY OF SOUSA DESIGN ARCHITECTURAL DESIGNS ARE THE DRAIN FITTING WITH GREASE Y� t - - CONTINUOUSLY WELDED HOUSING I / ARCHITECTS AND SHALL NOT BE SCROLL CLEAN OUT I L V OF-W 71:X TI?0 PVA REPRODUCED OR USED ON THIS OR SHAFT SEALS (- HEAT BLINDERS ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE DISCONNECT SWITCH ARCHITECT. SPRING VIBRATION ISOLATORS. � CENTRIFUGAL FANS U.L. LISTED FOR RESTAURANT SERVICE. _ ___ THE CONTRACTOR SHALL CHECK AND NEW HOOD EXHAUST FANS (HEF-4, AND HEF 5) SHALL BE UPBLAST ! _ ze, Qr `1C1h"t ��2 ro VERIFY ALL DIMENSIONS AND EXISTING FANS SHALL BE PROVIDED WITH THE FOLLOWING: I CONDITIONS ON SITE PRIOR TO VENTED CURB WITH HINGED CURB CAP - MIRreNtif-,(Vi - ����-�� ' Vv K I EW BEGINNING ANY WORK. REPORT ALL UL 762 LISTING DISCREPANCIES IN WRITING TO SOUSA DRAIN FITTING WITH GREASE CUP � -- ----��-:�TG�� DESIGN ARCHITECTS BEFORE CONTINUOUSLY WELDED HOUSING 4�L,-'c' T� PROCEEDING WITH THE WORK AND DISCONNECT SWITCH SHALL ACCEPT FULL RESPONSIBILITY �.nNn��� FOR SAME. DRAWINGS SHALL NOT BE INTERNAL VIBRATION ISOLATION l� SCALED. ALL WORK SHALL BE CARRIED KI� -- - -- - - NEW ROOFTOP EXHAUST FANS DWF-1 AND TEF-1 SHALL BE PROVIDED WITH BACK DRAFT DAMPER, JUNCTION BOX, VIBRATION ISOLATOR HANG ER , WALL -- - -- --- --- - - -- - - -- _ -_ _ - - _ - _ __ OUT IN ACCORDANCE WITH THE- MOUNTED STARTER (DWF-1) AND TIMECLOCK CONTROL (TEF-1}. DRAWINGS AND SPECIFICATIONS,AND � jL' ,�,Z TO THE SATISFACTION OF THE OWNER ZForwl AND THE ARCHITECT. EACH CONTRACTOR SHALL SUBMIT TO SEE BELOW - DIRECT FIR 707 TEMP RISE MAKEUP AIR UNIT SCHED l�Ll. l\IH4t . -pr SOUSA DESIGN ARCHITECTS FOR LABEL MODEL N0. C.F.M. H.P. LS COMMENTSBELOW - DIRECT FI D 70'F TEMP RISEl7 - ©� I � APPROVAL, SHOP DRAWINGS, SAMPLES, MUA-1 A4-D.1000 9,000 5 1.0" WC 1,850 704 886 208 3 SE _ _ _ CUTS T ALL THE ITEMS OF WORK INy '_- � � PRIOR TO THEIR INCLUSION IN THE MUA-1 A3-D.500 6,000 3 1.0" WC 1,000 469 458 208 3 p - AND - ( � �� � rJ' itk uvA, CONSTRUCTION. ALL ITEMS TO BE INTERLOCK WITH ,- 1 i \1! - INCLUDED SHALL BE APPROVED FOR USE IN THE TOWN OF HYANNIS AND , SHALL HAVE AN ASTM AND UL NUMBER MAKEUP AIR UNITS SHALL BE PROVIDED WITH THE FOLLOWING FEATURES: WHEN SUCH ITEMS REQUIRE THIS EACH HORIZONTAL DISCHARGE CONFIGURATION �I � DESIGNATION. INAT CONTRACTOR �,..__�1 ��-�--'Tau - SHALL CO-ORDINATE HIS WORK WITH INDOOR CONFIGURATION HVAC CONTRACTOR SHALL FURNISH AND ALL OTHER CONTRACTORS. LOW FIRE START INSTALL ALL REQUIRED CONTROL WIRING MANIFOLD PRESSURE GUAGE PRE-WIRED, PRE-PIPED CONTROLS BETWEEN THE UNIT CONTROL PANEL, HOOD MATERIALS USED SHALL COMPLYWITH HIGH EFFICIENCY MOTOR CONTROL PANEL AND THE MAKEUP AIR UNIT. THE QUALITY OF WORKMANSHIP ALL TOWN OF HYANNIS AND MA STATE ADJUSTABLE DRIVE SHEAVES BUILDING CODES. DRAWINGS SUBJECT FULLY INSULATED CASING TO APPROVAL BY ALL GOVERNMENTAL 120 VOLT CONTROL TRANSFORMER WITH SINGLE POINT POWER CONNECTION ELECTRONIC FLAME MODULATION AGENCIES HAVING JURISDICTION ALL A NEW CONSTRUCTION TO COMPLY WITH AIRFLOW PROVING SWITCH APPLICABLE HANDICAPPED SERVICE DISCONNECT SWITCH REMOTE CONTROL PANEL ACCESSIBILITY LAWS. N N__1 _i-rG FEN. , . GJf�_ - IssuEDFOR,; 2 0 _ = �.�, ROOFTOP GAS DX R - 417A LJN ors HVAC UNIT SCHEDULE - -,� - - D _ -X .- PERMIT / PRICING LABEL MODE NO. MODE N0. CUNIT EXISIIN UNIT .F.M. H.P. VOLT / /6STATICPRESSURE HT L EXTERNAL COOLING CAP. REMARKS MCA/MOCP OTHER "'l R�_1 f�4e- -\-ty-Iq gy/ -TMD L 3,000 2 208/3 1.0" WC 1,300 180 144 7.5-TON SET UNIT FOR 600 CFM OUTDOOR AIR INTAKE 44/50 EER�11.0 KGA-0 0 L -0 0 I CONSULTANT: RTU-2 LENNOX L NNO 6,000 5 208/3 1.25" WC 2,300 360 292 15-TON SET UNIT FOR 1,200 CFM OUTDOOR AIR INTAKE 93/110 EER-10.8 KGA-180 L A-1 0 LENNOx L NNOX 1,200 3/4 208/3 0.5" WC 750 108 86 3-TON SET UNIT FOR 200 CFM OUTDOOR AIR INTAKE 23/30 SEER�14.0 RTU-3 KGB-036 GC 16-413 r RTU-4 LENNOX LGA N090 3,000 2 208/3 1.0" WC 1,300 180 144 7.5-TON SET UNIT FOR 600 CFM OUTDOOR AIR INTAKE 44/50 EER=11.0 RTU-5 KGB OX GC N8 13 1,600 3/4 208/3 1.0" WC 800 108 86 4-TON SET UNIT FOR 320 CFM OUTDOOR AIR INTAKE 27/40 SEER:14.0 MEA ENGINEERING ASSOC., INC. NEW EQUIPMENT SHALL BE LENNOX. INTENT IS TO REMOVE EXISTING 20+ YEAR OLD LENNOX EQUIPMENT AND TO FURNISH AND Mechanical/Electrical Engineers 20 Felton Street INSTALL NEW EQUIPMENT AT SAME LOCATIONS AS FORMER UNITS. - - � - Waltham MA 02453 EQUIPMENT SHALL BE PROVIDED WITH THE FOLLOWING FACTORY FEATURES AND ACCESSORIES: - - - -- - -- - _ __��� - -_ PHONE NO: (781) 894-6730 "CAMBRIDGEPORT" OR EQUAL CURB BASE ADAPTER FAX N0: (781) 647-3542 SERVICE DISCONNECT SWITCH. GFIC UTILITY RECEPTACLE (RTU-1, -2, AND -4) VERTICAL DISCHARGE CONFIGURATION (RTU-1 , -2, -4, & -5) SOUSA design HORIZONTAL DISCHARGE CONFIGURATION (RTU-3 ONLY) ECONOMIZER AND RELIEF DAMPER 17. THIS CONTRACTOR SHALL SUBMIT PRODUCT SUBMITTAL DATA TO THE ARCHITECT AND 30. KITCHEN EXHAUST HOODS SHALL BE FURNISHED BY THE FOOD SERVICE EQUIPMENT VENDOR A � c h I t • a t s SEACOAST ENVIRONMENT COIL COATING (FACTORY APPLIED) ENGINEER FOR APPROVAL PRIOR TO ORDERING EQUIPMENT OR MATERIALS. SUCH AND INSTALLED BY THE HVAC CONTRACTOR. s,so�.ee"w..,,s"a►we. PROGRAMMABLE WALL THERMOSTAT WITH REMOTE SENSOR CONNECTION CAPABILITY SUBMITTALS SHALL CLEARLY IDENTIFY PRODUCT DATA AS NEEDED TO DEMONSTRATE 31. UNLINED CONCEALED SUPPLY AIR DUCTWORK SHALL BE INSULATED WITH 1.5" FIBERGLASS DUCT @.too,MAON" EQUIVALENCY OF PROPOSED EQUIPMENT TO SPECIFIED EQUIPMENT. SUBMITTALS SHALL INSULATION. LINED DUCT NEED NOT BE EXTERNALLY INSULATED. BE THOROUGHLY MARKED AND INDICATED WITH ALL PERFORMANCE DATA, MODEL NUMBERS, EXPOSED SPIRAL ROUND DUCTWORK NEED NOT BE INSULATED, M,wM►..oW..r.aa+..o� AND FACTORY OPTIONS AND ACCESSORIES. FAILURE TO MARK SUBMITTALS SHALL RE CAUSE FOR AUTOMATIC REJECTION OF SUBMITTALS, 32. KITCHEN WALK-IN UNIT CONDENSERS AND REFRIGERANT PIPING SHALL BE FURNISHED AND INSTALLED BY THE FOOD SERVICE EQUIPMENT VENDOR. H.V.A.C. GENERAL NOTES 18. AN INDEPENDANT HVAC BALANCING CONTRACTOR SHALL PERFORM SYSTEM BALANCE. HVAC BALANCING SHALL BE PERFORMED AFTER ELECTRICAL CONTRACTOR COMPLETES 33. ROOFING WORK SHALL BE BY THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR. THE HVAC 1. THIS CONTRACTOR SHALL APPLY AND PAY FOR ALL NECESSARY PERMIT FEES POWER WIRING, H.V.A.0 CONTRACTOR SHALL START UNIT AND WILL BALANCE FLOWS CONTRACTOR SHALL PROVIDE ROOF SUPPORTS FOR NEW HVAC EQUIPMENT IN ACCORD WITH BUILDING AND INSPECTIONS REQUIRED BY ANY PUBLIC AUTHORITY HAVING JURISDICTION. FIRST TO VALUE SPECIFIED ON DRAWINGS AND SUBSEQUENTLY RE-ADJUST BALANCE STANDARDS. 2. ALL WORK AND MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH ALL TO ACHIEVE MAXIMUM COMFORT CONDITIONS. 34. THE HVAC CONTRACTOR SHALL INSTALL NEW DUCT SMOKE DETECTORS IN ALL HVAC SUPPLY ��oE�tAse CODES INCLUDING STATE AND LOCAL ADMINISTRATIVE AUTHORITY. 19. THE H.V.A.0 CONTRACTOR SHALL BE HELD RESPONSIBLE TO HAVE VISITED THE SITE AND OUTDOOR AIR SYSTEMS IN EXCESS OF 2000 CFM AIRFLOW. DUCT SMOKE DETECTORS PRIOR TO SUBMITTING HIS ESTIMATE AND TO HAVE EXAMINED AND FAMILIARIZED 3. ALL CUTTING AND PATCHING OF GENERAL CONSTRUCTION WORK, IF REQUIRED HIMSELF WITH ITS CONDITIONS. HE SHALL COMPARE THE DRAWINGS AND SPECIFICATIONS SUPPLIED BY THE FIRE ALARM CONTRACTOR. WIRING TO SHUTDOWN UNIT SHALL BE BY TO SUIT H.V.A.C. WORK, SHALL BE DONE BY THE GENERAL CONTRACTOR. WITH THE RESULTS OF HIS EXAMINATION OF HE SITE AND ASSURE HIMSELF THAT ALL THE HVAC CONTRACTOR. WIRING TO THE BUILDING FIRE ALARM SYSTEM SHALL BE 4. ALL PENETRATIONS OF WALLS, FLOORS, AND ROOF SHALL BE DONE BY USE OF REQUIREMENTS FOR A COMPLETE H.V.A.C. MAY BE FULFILLED. NO EXTRA PAYMENTS WILL FURNISHED AND INSTALLED BY THE FIRE ALARM CONTRACTOR. r SLEEVES MANUFACTURED AND FABRICATED FOR THAT PURPOSE. BE ALLOWED TO THE H.V.A.C. CONTRACTOR BECAUSE OF INFAMILIARITY WITH THE VI 5. AS BUILT DRAWINGS SHOWING DIMENSIONS, LOCATIONS OF PIPES, DUCTS, AND SITE CONDITIONS. 35. DISHWASHER EXHAUST HOOD FURNISHED BY THE FOOD SERVICE EQUIPMENT VENDOR AND IO IOW - 5. BY THE HVAC CONTRACTOR. DISHWASHER EXHAUST DUCTWORK SHALL BE EQUIPMENT SHALL BE SUBMITTED TO THE ARCHITECT, ENGINEER, AND OWNER. -`' 20. ALL LOCAL AND STATE ORDINANCES, CODES, REGULATIONS, ETC., INCLUDING B.O.C.A. 20 GUAGE STAINLESS STEEL WITH SEALED WATERTIGHT SEAMS. PITCH DISHWASHER DUCT 6. ALL MATERIALS AND EQUIPMENT PROVIDED AND/OR INSTALLED UNDER THIS AND NFPA, ARE HEREBY MADE A PART OF THIS CONTRACT. ONE INCH IN 10 FEET TO DRAIN BACK TO DISH WASHER HOOD. CONTRACTOR SHALL BE NEW AND GUARANTEED FOR THE PERIOD OF ONE YEAR PROVIDE TURNING VANES AT ALL MITERED ELBOWS, OPPOSED BLADE BALANCING, FROM THE DATE OF BENEFICIAL OCCUPANCY. ALSO, ANY DEFECTS IN MATERIALS 21. A. 36. KITCHEN EXHAUST DUCT CLEANOUTS SHALL BE PROVIDED AT EVERY 90 DEGREE CHANGE IN AND/OR WORKMANSHIP OCCURRING DURING TIME PERIOD SHALL BE CONTRACTED WITH LOCKING QUADRANTS AT BRANCH DUCTS, VOLUME EXTRACTORS, SPUTTER DIRECTION AND EVERY 12 FEET IN STRAIGHT HORIZONTAL DUCTWORK. THE CONTRACTOR Job M --- BY THIS CONTRACTOR AT NO COST TO THE OWNER. THIS CONTRACTOR SHALL DAMPERS, AND ANY OTHER APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT SHALL FURNISH AND INSTALL A CLEANOUT AT THE TOP OF THE KITCHEN EXHAUST DUCT RISER MANUFACTURER FACTURER AND PROVIDE (5) FIVE MAINTENANCE MANUALS RESISTANCE AND PROPER AIR BALANCING. ALL DAMPERS OR SPUTTERS SHALL ON AIR CONDITIONING EQUIPMENT. BE SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION AND SHALL BE THIS CLEANOUT SHALL BE ACCESSIBLE FROM THE ROOF. Drawn bw W.K. Ckd bw A.E.M. FITTED WITH ACCESSIBILITY LOCATED ADJUSTER. 7. THE ARCHITECT/ENGINEER SHALL HAVE THE RIGHT TO ACCEPT AND/OR REJECT B. PROVIDE 90 DEGREE TURNING VANES PROPERLY SELECTED FOR DUCTWORK SIZE 37. THE HVAC CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS WORK WITH THAT OF MATERIALS, EQUIPMENT AND/OR, WORKMANSHIP AND SHALL ONLY DETERMINE AND AIR FLOW WHEREVER 90 DEGREE TURNS (INSIDE RADIUS EQUAL TO DUCT WIDTH) OTHER TRADES. ALTERNATE ROUTING OF SYSTEMS WILL BE CONSIDERED DURING THE SHOP D@t•j 05,09,2018 WHEN THE CONTRACTOR HAS COMPLIED WITH THE REQUIREMENTS. CANNOT BE ACHIEVED IN THE FIELD. ALSO, PROVIDE OPPOSED BLADE BALANCING DRAWING REVIEW PHASE. BASE PRICE SHALL BE PER THE LAYOUT ON THESE DRAWINGS. 8. WORKMANSHIP SHALL BE ON THE BEST QUALITY AND ONLY COMPETENT WITH LOCKING QUADRANTS AT BRANCH DUCTS, VOLUME EXTRACTORS, SPUTTER, ALTERNATE PROPOSALS SHALL BE SUBMITTED TO THE ENGINEER IN WRITING FOR REVIEW. MECHANICS, SKILLED IN THEIR RESPECTED TRADES, SHALL BE EMPLOYED. DAMPERS, AND ANY OTHER APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT 38. ALL ELBOWS SHALL BE EITHER FULL RADIUS OR SQUARE WITH TURNING VANES UNLESS FITTING IS LISTED 9. THIS CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL UNUSED MATERIALS RESISTANCE AND PROPER AIR BALANCING. ALL DAMPERS OR SPUTTERS SHALL AS 'NO VANES' ON PLAN. R•vlslons AND DEBRIS RESULTING FROM THE PERFORMANCE OF THIS CONTRACT. BE SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION AND SHALL BE FITTED WITH ACCESSIBILITY LOCATED ADJUSTER. 39. ALL NEW ROOFTOP HVAC EQUIPMENT SHALL BE PROVIDED WITH A FACTORY FURNISHED 10. ALL WORK SHALL BE IN ACCORDANCE WITH "SMACNA" AND "ASHRAE" STANDARDS. AND MOUNTED SERVICE DISCONNECT SWITCH. 11. ALL EQUIPMENT CONNECTIONS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS, 22. ALL DUCTWORK CONNECTED TO FAN OR VIBRATING EQUIPMENT SHALL BE FITTED WITH 40. THE HVAC CONTRACTOR SHALL INSTALL RETURN GRILLES IN SUCH MANNER AS TO REDUCE AND SHOP DRAWINGS, FLEXIBLE CONNECTIONS, WHICH WILL PROVIDE A MINIMUM OF TWO INCHES SPACE BETWEEN VISIBILITY PAST THE GRILLE FACE AS MUCH AS POSSIBLE. WHERE VISIBILTY PAST THE 12. THE OWNER RESERVES THE RIGHT TO ACCEPT AND/OR REJECT ANY OR ALL BIDS. THE EQUIPMENT AND THE DUCTWORK. FLEXIBLE CONNECTIONS SHALL BE SECURED GRILLE FACE OCCURS, THE HVAC CONTRACTOR SHALL PAINT THE VISIBLE DUCT INTERIOR 13. THIS CONTRACTOR MUST BE REGISTERED HAVE NECESSARY LICENSES OBTAIN IN PLACE. ALL TOILET FANS AND OTHER VIBRATING EQUIPMENT SHALL BE MOUNTED ON FLAT BLACK. NEOPRENE RUBBER IN SHEAR VIBRATION ISOLATORS. NECESSARY PERMITS, AND HAVE CONSENTS REQUIRED BY ALL GOVERMENTAL 41. THE HVAC CONTRACTOR SHALL INCLUDE IN HIS PRICE AN ALLOWANCE FOR MISCELANEOUS AGENCIES TO CARRY OUT THE WORK OF THIS CONTRACT. 23. CONTRACTOR SHALL INSTALL ALL EQUIPMENT TO MAINTAIN A 10 FOOT MINIMUM SEPARATION OFFSETS OF SHEETMETAL AS REQUIRED FOR COORDINATION. IT IS NOT THE 14. ALL LOW VOLTAGE HVAC CONTROLS AND CONTROL WIRING SHALL BE INCLUDED IN THE BETWEEN AIR INTAKES AND BUILDING EXHAUSTS. INTENTION OF THESE DRAWINGS TO INDICATE EVERY REQUIRED OFFSET. HVAC CONTRACT. CONTRACTOR SHALL HIRE A LICENSED ELECTRICIAN TO INSTALL AND 24. ALL NEW DUCTWORK, PIPING, AND H.V.A.C. EQUIPMENT SHALL BE INSTALLED CONCEALED WIRE LOW VOLTAGE CONTROLS FROM VIEW FROM FLOOR, UNLESS SPECIFIED TO BE EXPOSED. 15. A. H.V.A.C. CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL REGISTERS AND 25. HVAC EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS MANUFACTURER'S DIFFUSERS WITH THE FINAL ELECTRICAL LIGHTING LAYOUT AND COORDINATE RECOMMENDATIONS FOR SERVICE SPACE AND AIR CIRCULATION CLEARANCES. HVAC GENERAL WITH COORDINATE WITH THE ARCHITECT IN THE FIELD. B. COORDINATE ALL WORK UNDER HVAC CONTRACT WITH WORK OF ALL OTHER 28. ALL NEW HVAC EQUIPMENT SHALL BE LABELLED BY UNIT WITH 2" HIGH LETTERS. NOTES A N D TRADES PRIOR TO INSTALLATION. 27. KITCHEN EXHAUST DUCTWORK SHALL BE WELDED 16 GUAGE STEEL. INSTALL CLEANOUTS EVERY EQUIPMENT 16. THIS CONTRACTOR SHALL FURNISH AND INSTALL SUPPORTS REQUIRED TO INSTALL 12 FEET UNLESS NOTED MORE FREQUENTLY ON DRAWINGS. ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS CONTRACT. SCHEDULES 28. THE FIRST 10 FEET SUPPLY AND RETURN AIR DUCTWORK SHALL BE LINED WITH 1" ACOUSTICAL LINER. EXPAND DUCTWORK DIMENSIONS AS NEEDED TO MAINTAIN SIZE. 29. NEW KITCHEN EXHAUST DUCTWORK SHALL BE INSULATED WITH NOMINAL 2" 3M-FIREMASTER PLUS INSULATION. 2-HOUR RATED AND U.L. LISTED FOR KITCHEN EXHAUST DUCT SERVICE. M - 1 SHEET 1 OF 3 I JASMINE IF 0 N 0 574 MA-1 32 OFFICE HYANNIS, MA 02601 VVIC WIC El LJ MEN'S [F---P-NtPLOYEE Pc--%up�-OYEE 8 RES ROOM REST OOM ` � i ALL DRAWINGS, SPECIFICATIONS AND E © '^ IFJ ARCHITECTURAL DESIGNS ARE THE �'I/' P ui -SIN - PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT FROM THE -T ARCHITECT. 5 8) 508 ELEC PANELS 0) THE CONTRACTOR SHALL CHECK AND ------- VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR TO jI L* BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA V D- F17 DESIGN ARCHITECTS BEFORE 14D V�j PROCEEDING WITH THE WORK AND _ - © ___ 53 __ ____—_—.—_L ❑ 62 -- - - - ---- �— -�- _—. SHALL ACCEPT FULL RESPONSIBILITY WOMEN'S ❑ FOR SAME. DRAWINGS SHALL NOT BE 0 o o I u 12 SCALED.ALL WORK SHALL BE CARRIED ui 8 OUT IN ACCORDANCE WITH THE u- 5 EXISTING tl� - DRAWINGS AND SPECIFICATIONS,AND I- Lu EXISTING MECH (D2 — uj TO THE SATISFACTION OF THE OWNER FREEZER T- : AND THE ARCHITECT. .M4=17t 34 EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR ?0 V- fzs' f APPROVAL: SHOP DRAWINGS, SAMPLES CUTS OF ALL THE ITEMS OF WORK ,O/A PRIOR TO THEIR INCLUSION IN THE [1171 �2t 1 503 CONSTRUCTION. ALL ITEMS TO BE 57 INCLUDED SHALL BE APPROVED FOR 10 ELI :1 T-1 HW GA 45A �-JS\A L tl I(_I N USE IN THE TOWN OF HYANNIS AND SHALL HAVE AN ASTM AND UL NUMBER HH --- COLD BUFFET HOT BUFFET WHEN SUCH ITEMS REQUIRE THIS ui DESIGNATION. EACH CONTRACTOR 0 SHALL CO-ORDINATE HIS WORK WITH > ALL OTHER CONTRACTORS. 0 37 ------ Lu KITCHEN LiA U) THE QUALITY OF WORKMANSHIP AND j 1 0 x SERVICE -7 00 MATERIALS USED SHALL COMPLY WITH 0+ 1 \ I I ALL TOWN OF HYANNIS AND MA STATE \0 DINING J BUILDING CODES. DRAWINGS SUBJECT 59 TO APPROVAL BY ALL GOVERNMENTAL ❑ 12 SERVICE TABLE AGENCIES HAVING JURISDICTION ALL El NEW CONSTRUCTION TO COMPLY WITH A HH 43 APPLICABLE HANDICAPPED H 32 O0 BAR ACCESSIBILITY LAWS. 20 43 44 -0-4 ISSUED FOR] -X -r�aN 0 1 11 44 — 1 -4� El 1:1 PCs 2 F C F I PERMIT / PRICING 50 Z 18" x 90" 18" x 90" CONSULTANT: / CD 12 E=IPM 2 ............. 0 50 19 17A 18 6 22 23 (26� SUSHI Bn�, 12 47 27 ----- 24 (25 01 rr L 15 1 \ � u E 40 El �os III IOU MEA ENGINEERING ASSOC., INC. Mechanical/Electrical Engineers o El 20 Felton Street 45 Waltham, MA 02453 El PHONE NO: (781) 894-6730 9 11-57 FAX NO: (781) 647-3542 SERVICE 0 — 0 -7- 16 4 El 1:1 W'4- 14 f t%w-7 f— vl�. E Von TER FEATURE design u C-T A r a h I t 9 a t s -.1 *- - w 0 61 Boylston.boot,2nd Floor UJ t-li 60 pt:-/ ❑ .oaten,MA OU" 1�x ue) eq 1� - — "/Ix�I 1�s . If PRI TEDINING W/ TTZ40 S�1) www.sousadesign.00m OOFF REP E. 6 6 WAITING I DIN M A ` ' ,>� 16 HOSt Job 0 1605 El SERVICE ❑ Drawn bye - P.W. ckd jjyj S.A.S. LA Ej ------ I �-- 10 p4ktqj 04.27.2016 PATIO 20 Revision* l I I El Id Ll E 171 QQR PLAN 4411 Scale: 1/4" 1'-0" Mr '- X FL [71 5,' u ew, \ ( DischargeIf 0 i 3 (lomf) t Exhaust fan s,. Access panel Access f l 1 m Pane (401n.) a � ; Weather-protected I3. opening Ro� JASMINE I 'hr uou BLOSSOM - -------- _ ----_.— _—.__ - --------------- ----- ------ roof-ceiling l continuous Y Grease duct � ; enclosure Sealed around the duct at this point, because of fire-rated 4 roof-calling assembly ,t�. ;' k ► ! 674 MA-1 32 ----�-� -�►�A� I HYANNIS, MA 02601 I Exhaust hood LM a . _ __ J �, - �17ow/y Ty�(J ► URE A•4.2(b) Typical Section View for One-Story Build- ing-- — _ --•__ ._---- .1 �� - _-- i - with Fire-Rated Roof-Ceiling Assembly.(Clearances given .1 in Figure A.4.2(a)apply also to this drawing.) ALL DRAWINGS, SPECIFICATIONS AND t ARCHITECTURAL DESIGNS ARE THE t _ PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE Hinged t REPRODUCED OR USED ON THIS OR L, _ _ � ,/- --- - -- - - -ice 3 m 'exhaust SENT FROM THE 10 it) WRITTEN CON OJ_ ECT WITHOUT --- -- r\ ARCHITECT. - --- - - - — - ( ) r,- ' 40 THE CONTRACTOR SHALL CHECK AND in. _ Roof as7 mm(16 VERIFY ALL DIMENSIONS AND EXISTING c _ p �-: CONDITIONS ON SITE PRIOR TO local) " `� BEGINNING ANY WORK. REPORT ALL �reasa�� I DISCREPANCIES IN WRITING TO SOUSA ---- - DESIGN ARCHITECTS BEFORE --• ceinrlg -- k � k •0 mm(o in.)clearance PROCEEDING WITH THE WORK AND .___._ •0 Rini 0 in.) k A - t tO s I 1 I - - ara Roe to i; SHALL ACCEPT FULL RESPONSIBILITY I clearance ar'�i � •78 mm(3 in.) aranCe _ I -- noncombustibies r. ;; z�:' 76 FOR SAME. DRAWINGS SHALL NOT BE i • mm 3 in.)76 "" ( •457 mm(16 in.) SCALED.ALL WORK SHALL BE CARRIED clearance-- - —_ I - _--- ed- combustibles "" OUT IN ACCORDANCE WITH THE Exhau 467 mm(16 in finless corribbiprotected DRAWINGS AND SPECIFICATIONS,AND a� P 1 � clearance hies TO THE SATISFACTION OF THE OWNER VU ,'�.�./� — - -- _ I AND THE ARCHITECT. _ Note:Enclosure is not required in 1-"building where roof � veiling assembly does not have a fire resistance ratin g. EACH CONTRACTOR SHALL SUBMIT TO m-4111111111111, ' I SOUSA DESIGN ARCHITECTS FOR ' ` FIGURE A.4.2(d) Typical Section Mew for OnewStory Build- APPROVAL: SHOP DRAWINGS,SAMPLES, -�-_BY H&D I ---___ fog Without Fire_Rated Roof-Cer7ing Assembly. CUTS W Q OF ALL THE ITEMS OF WORK -: PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE POW __ INCLUDED SHALL BE APPROVED FOR USE IN THE TOWN OF HYANNIS AND �11 A WUf�� - . . , -- - � �'- -t'f�SN�7 I SHALL HAVE AN ASTM AND UL NUMBER -- I WHEN SUCH ITEMS REQUIRE THIS �----_— .FCC _ _ � FVL -- DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE ALL OTHER CONTRACTORS.WORK WITH . n TY OF H18 WO MATERIALS USED STHEOHALIaL COMPLY WITH ALL TOWN OF HYANNIS AND MA STATE BUILDING CODES. DRAWINGS SUBJECT . _- T9--_ -- TO APPROVAL BY ALL GOVERNMENTAL - y��• AGENCIES HAVING JURISDICTION ALL NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED A v� C�•r,l;l4 �G I i I - CCESSIBILITY LAWS. ISSUED IJI PERMIT / PRICING OCt_ - ------- ----- - --- — t _ _VEMIVY -"� I1 R/w CONSULTANT: 1 ' � I I MEA ENGINEERING ASSOC., INC. I ��- Mechanical/Electrical Engineers 06 20 Felton Street ` Waltham, MA 02453 T - PHONE NO: (781) 894-6730 1.4.7 __. _ - FAX NO: (781) 647-3542 Ile SL 4'U fo M W1.1-T_U f f L1 T` -- � � SOUSA design � - I Q1zAafJDt 11 A r a h I t • a t a --- ' tit 80yieton She*,Ind Fhw • � ►� _ oil.on.N00 wwM►.b.rr..a.fOn...er - 1A TZ XA��7_jN�L nn �1F � ' TALF D PAPA Per 2 � . � 00 r7 f 1'0 Job 0 w0 V 4 --- ----- prawn byi P.W. Ckd byt S.A.S. • �L1�5 � - _ _ _ � o4.27,Zo18 AZ_ M 4 l4L -U. .14-1.112 L-�hi I T-- — �� I�I, ►t �' ---- - -.�o� --I4 1 G 1-�_thl _+-� p�Dp -- -- �'h OP ,(r� �� It•��a�ona P UM At 44 4nX IZ 0 - -L/ , I V '�loxl2 j1Q��1 D 16w-r 3 A-00V '�/S ��a try - --- ------------ � FL I&W, �X �� �� �L6 16000 GENERAL REQUIREMENTS JASMINE A. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, LOCAL BUILDING CODE 16. BALLASTS AND LAMPS SHALL BE ENERGY EFFICIENT COMPLYING WITH THE MASS, STATE ENERGY CODE, AND BUILDING MANAGEMENT RULES AND REGULATIONS, CONTRACTOR IS TO INFORM ENGINEER OF BLOSSOM ANY NEW OR EXISTING WORK OR MATERIALS THAT VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS, 17. PROVIDE COMPLETE LIGHT FIXTURES WITH ASSOCIATED LAMPS, MOUNTING ACCESSORIES, ETC,, ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION SHALL BE CORRECTED AT CONTRACTOR'S AS PER ARCHITECTS OR ENGINEER SPECIFICATIONS, EXPENSE BY THIS CONTRACTOR AND AT NO EXPENSE TO THE OWNER, 574 MA-132 E,C SHALL BE RESPONSIBLE TO, FILE PLANS, OBTAIN PERMITS AND LICENSES, PAY FEES AND 18, PROVIDE DIMMABLE BALLASTS FOR ALL LIGHTING FIXTURES SHOWN/NOTED TO BE CONTROLLED BY BACK CHARGES, AND OBTAIN NECESSARY APPROVALS FROM AUTHORITIES THAT DIMMING DEVICES/SYSTEMS HYANNIS, MA 02601 HAVE JURISDICTION. 19, REPLACE BLEMISHED, DAMAGED OR UNSATISFACTORY FIXTURES, B. PRIOR TO SUBMISSION OF BID, THIS CONTRACTOR SHALL VISIT THE JOB SITE TO ASCERTAIN THE ACTUAL FIELD REPLACE LAMPS THAT FAIL DURING CONSTRUCTION PRIOR TO OWNER'S ACCEPTANCE OF SPACE, CONDITIONS AS THEY RELATE TO THE WORK AS INDICATED ON THE DRAWINGS AND DESCRIBED HEREIN, 20. RECEPTACLES, SWITCHES, LIGHTING FIXTURES, ETC INDICATE QUANTITY, EXACT LOCATIONS OF DEVICES SHALL BE DISCREPANCIES IF ANY, SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO SUBMISSION OF HIS BID, DETERMINED IN THE FIELD AND COORDINATED WITH ARCHITECTURAL DRAWINGS OR GENERAL CONTRACTOR. AND IF NOT RESOLVED TO SATISFACTION SHALL BE SUBMITTED AS A WRITTEN QUALIFICATION OF THE BID, 21. ELECTRICAL CONTRACTOR IS TO COORDINATE THE EXACT LOCATION OF LIGHTING FIXTURES IN MECHANICAL AND SUBMISSION OF A BID SHALL BE EVIDENCE THAT SITE VERIFICATION HAS BEEN PERFORMED AS DESCRIBED STORAGE AREAS WITH OTHER TRADES. ABOVE, REQUEST FOR ADDITIONAL COMPENSATION DUE TO CONTRACTOR'S FAILURE TO EXAMINE THE SITE PRIOR TO SUBMISSION OF BID SHALL NOT BE CONSIDERED, E,C SHALL COORDINATE WITH THE G,C & THE INTENT 22, ALL EMERGENCY FIXTURES SHALL MEET MASSACHUSETTS STATE ENERGY CODE REQUIREMENTS, ALL DRAWINGS,URAL DESIGNSIFICATIONS OF WORK REQUIRED. ALL EBU'S & EXIT SIGNS SHALL BE FED FROM THE BRANCH CIRCUIT FEEDING THE PROPERTTOFSOUS IGNSARETHE SIGN NORMAL LIGHTING IN THE AREA TO BE SERVED AS REQUIRED TO CONFIRM WITH ARCHITEC S ND S A L NOT ARCHITECTS AND SHALL NOT BE C. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK AND APPROXIMATE NEC 700-12(F) (UNLESS OTHERWISE INDICATED) REPRODUCED OR USED ON THIS OR LOCATION OF EQUIPMENT. REEFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS FOR FINAL LOCATIONS EXIT SIGNS AND EMERGENCY LIGHTS SHALL HAVE THEIR OWN SELF- CONTAINED BATTERY POWER SUPPLY. ANY OTHER PROJECT WITHOUT OF EQUIPMENT AND DEVICES, ETC,#/ORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS, IF LOCAL CODES REQUIRE A DIRECT TAP BEFORE ANY CIRCUIT BREAKERS, INCORPORATE INTO RISER DIAGRAM, WRITTEN CONSENT FROM THE IF A CONFLICT OCCURS IN THE SPECIFICATIONS AND/OR ON THE DRAWINGS, THE MORE STRINGENT DO NOT CONNECT EMERGENCY LIGHTS OR EXIT SIGNS ANY OTHER LIGHT FIXTURE, PROVIDE ENTIRELY ARCHITECT. SITUATION SHALL APPLY, SEPERATE RACEWAY SYSTEM, THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING D, PRIOR TO SUBMISSION OF BID, THIS CONTRACTOR SHALL OBTAIN ALL DRAWINGS OF THE ENTIRE PROJECT 23, E,C SHALL CARRY AN CASH ALLOWANCE TO PROVIDE FURNISH AND INSTALL 6 ADDITIONAL EMERGENCY LIGHTS CONDITIONS ON SITE PRIOR TO INCLUDING GENERAL CONSTRUCTION, DEMOLITION, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND AND 6 ADDITIONAL EXIT SIGNS, SUBMIT PRICE TO ENGINEER AND ARCHITECT PRIOR OF SIGN CONTRACT. BEGINNING ANY WORK. REPORTALL PLUMBING, AND SHALL INCLUDE ANY WORK REQUIRED IN THE BID THAT IS INDICATED OR IMPLIED TO BE 24 ALL P,O S BOXES AND ELECTRICAL OUTLETS FOR P,O,S SYSTEM SHALL BE LOCATED ABOVE DISCREPANCIES IN WRITING TO SOUSA , DESIGN PERFORMED BY THIS TRADE IN OTHER SECTIONS OF THE WORK, COUNTERS. E.0 SHALL COORDINATE WITH THE G,C AND ARCHITECTURAL DETAILS. BEFORE ROUGH-IN, PROCEEDING WITH ITECTS PROCEEDING WITH THE WORK AND E. ANY EQUIPMENT, PARTS, MATERIALS, ACCSSORIES, OR LABOR THAT IS NECESSARY FOR PROPER B, ALL P,O,S, DEVICES CIRCUIT SHOULD BE ISOLATED GROUND RECEPTACLE (IDENTIFY BY SHALL ACCEPT FULL RESPONSIBILITY -- - --- -- - -- AN ORANGE FACE. AND REQUIRED TO- BE DEDICATED CIRCUIT FOR SAME. DRAWINGS SHALL NOT BE PERFORMANCE 0F• THE ELECTRICAL WORK-0-AL THOUGH NOT SPECIFICALLY MENTIONED HEREIN, OR SHOWN- ❑N SCALED.ALL WORK SHALL BE CARRIED THE DRAWINGS, SHALL BE FURNISHED AND INSTALLED AS IF CALLED FOR IN DETAIL WITHOUT ADDITIONAL COST, Ci ALL REMOTE PRINTERS DEVICES CIRCUIT SHOULD BE ISOLATED GROUND ELECTRICAL CIRCUITS, OUT IN ACCORDANCE WITH THE F, ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF EQUIPPED WITH A SIMPLEX ELECTRICAL OUTLET, THESE OUTLET SHOULD BE INDICATED BY USING DRAWINGS AND SPECIFICATIONS,AND FINAL ACCEPTANCE OF THISS WORK, FINAL ACCEPTANCE SHALL BE DEFINED AS THE TIME THAT THE AN ORANGE, HUBBEL TYPE OUTLET, TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. ELECTRICAL WORK IS TAKEN OVER AND ACCEPTED BY THE OWNER, AND IS UNDER CARE, CUSTODY, AND 25. ALL COVER PLATE MATERIAL/FINISH TO BE COORDINATED WITH ARCHITECT U.N.O. CONTROL OF THE OWNER, ENGAGE THE SERVICES OF VARIOUS MANUFACTURERS SUPPLYING THE EQUIPMENT WHERE MULTIPLE WALL SWITCHES OCCUR, SWITCHES ARE TO BE GANGED AND COVERED WITH A EACH CONTRACTOR SHALL SUBMIT TO FOR THE PROPER STARTUP AND OPERATION AND SERVICING OF THE EQUIPMENT, SINGLE, CONTINUOUS COVER PLATE. COVER PLATES SHALL NOT BE CUT AND BUTTED TOGETHER. SOUSA DESIGN ARCHITECTS FOR APPROVAL: SHOP DRAWINGS, SAMPLES, G. ALL MATERIALS SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITERS' 26, ALL ELECTRICAL OUTLETS IN THE BAR SHALL BE MOUNTED HORIZONTALLY, CUTS OF ALL THE ITEMS OF WORK LABORATORIES INC. MATERIALS SHALL BE FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS AND PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE APPROVED RULES AND REGULATIONS OF NEMA AND SHALL BEAR THE UL INSPECTION LABEL, MATERIAL INCLUDED SHALL BE APPROVED FOR AND APPARATUS FOR LIKE SHALL BE BY THE SAME MANUFACTURER. USE IN THE TOWN OF HYANNIS AND SHALL HAVE AN ASTM AND UL NUMBER H. E,C SHALL PROVIDE AND INSTALL TEMPORARY LIGHT AND THE GENERAL CONTRACTOR SHALL PAY WHEN SUCH ITEMS REQUIRE THIS THE OPERATING COST FOR TEMPORARY POWER, DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE H13 WORK WITH I. PERFORM ANY NOISY WORK (E,G,, CHOPPING, CORE DRILLING, DEMOLITION, ETC,) AND BASE BUILDING ALL OTHER CONTRACTORS. SYSTEM TEMPORARY SHUTDOWNS OUTSIDE OF NORMAL BUSINESS HOURS ON SAFE TIME (PREMIUM TIME). THE QUALITY OF WORKMANSHIP SAFE TIME WORK SHALL BE: PERFORMED WHEN AND AS DIRECTED BY THE BUILDING MANAGEMENT. ELECTRICAL LEGEND MATERIALS USED SHALL COMPLY COMPLY WITH THE GENERAL_ CONDITIONS OF THE CONTRACT FOR CONSTRUCTION AIA DOCUMENT A201 LATEST ALL TOWN OF HYANNIS AND MA STATE EDITION, OR AS REQUIRED BY THE ARCHITECTS DOCUMENTS AND/OR ENGINEERS DOCUMENTS, BUILDING CODES, DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL J, SUBMIT SHOP DRAWINGS CERTIFIED BY ALL TRADES THAT COORDINATION HAS BEEN ESTABLISHED, AGENCIES HAVING JURISDICTION ALL SUBMIT ALL CERTIFIED EQUIPMENT CUTS WITH CONSTRUCTION WIRING DIAGRAMS. PROVIDE A MINIMUM 9GFI GFI DUPLEX RECEPTACLE NEW CONSTRUCTION TO COMPLY WITH OF SIX (6) COPIES OF 8-1/2"X11" SUBMISSIONS AND ONE (1) REPRODUCIBLE AND ONE (1) PRINT OF ALL APPLICABLE HANDICAPPED DRAWINGS, TT DUPLEX RECEPTACLE ACCESSIBILITY LAWS. SUBMIT SHOP DRAWINGS FOR THE FOLLOWINGS l. FIRE ALARM DEVICES. QUAD RECEPTACLE ISSUED FORS 2, LIGHTING FIXTURES AND LAMPS, ® PERMIT / PRICING 208 VOLT RECEPTACLE ( I PHASE OR 3 PHASE ) 3, SWITCHES AND FUSES, CONSULTANT: 4, PANELBOARDS AND CIRCUIT BREAKERS, JO JUNCTION BOX 5, WIRING DEVICES. 6, SWITCHGEAR, METER SOCKET ETC,,,,,,, C ELec PANEL 7, DIMMING SYSTEM IF APPLICABLE 8. ANY OTHER ITEM BE REQUESTED BY ARCHITECT OR ENGINEERING, Eli D15CONNECT SWITCH K. SUBMIT FOUR (4) LOOSE-LEAF BOUND OPERATING AND MAINTENANCE MANUALS WITH INDEX AND INDEX TABS TO INCLUDE ALL SHOP DRAWINGS AND OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL SYSTEMS, MEA ENGINEERING ASSOC., INC. CONTRACTOR SHALL REVISE DRAWINGS TO CONFORM TO RECORD DRAWINGS AND SUBMIT AS-BUILT CONDITION (DEVICES, EQUIPMENT, CIRCUITRY, ETC,), DRAWINGS UPON COMPLETION OF THE PROJECT, FINAL Mechanical/Electrical Engineers SUBMISSION OF REPRODUCIBLE AND ACAD DISKETTE OF AS-BUILT DRAWINGS ARE TO BE SUBMITTED TO 20 Felton Street THE OWNER AND ENGINEERING REVIEW AND RECORDS, Waltham, MA 02453 L. SUBSTITUTE MATERIAL OR MANUFACTURER OF EQUIPMENT SHALL NOT BE PERMITTED WITHOUT A FORMAL PHONE NO: (781) 894-6730 WRITTEN SUBMITTAL TO THE ENGINEER THAT INCLUDES ALL DIMENSIONAL, PERFORMANCE AND MATERIAL SPECIFICATIONS, ANY CHANGES IN LAYOUT, ELECTRICAL CHARACTERISTICS, STRUCTURAL REQUIREMENTS, OR FAX N0: (781) 647-3542 DESIGN DUE TO THE USE OF A SUBSTITUTION SHALL BE SUBMITTED TO THE ENGINEER AS PART OF THIS PROPOSAL. THE CONTRACTOR TAKES FULL RESPONSIBILITY FOR THE SUBSTITUTION AND ALL CHANGES RESULTING FROM SUBSTITUTION M, THE ELECTRICAL CONTRACTOR SHALL REQUEST A MEETING WITH ENGINEER TO RESOLVE DISCR EPANCY OU Ades design IN DOCUMENTS OR UNDERSTANDING SCOPE OF WORK TO BE PERFORMED, A r a h 1 t c t s N, E,C SHALL BE RESPONSIBLE TO PROVIDE THE ENGINEER PROGRESS REPORT PRIOR OF ENGINEER PUNCH 81 Boylston SV*o%2nd Floor Boom,MA esww LIST.THE ELECTRICAL CONTRACTOR. s1s.s».N00 0 ALL LABOR, MATERIALS, EQUIPMENT AND CONTRACTOR'S SERVICES NECESSARY FOR COMPLETE, souNd.Ngn.van SAFE INSTALLATION OF ALL ELECTRICAL WORK. THE SCOPE OF WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING FURNISH AND INSTALL FOR THE FOLLOWING ITEMS 1, LIGHT FIXTURES AND LAMPS INCLUDING EXIT AND EMERGENCY LIGHTING AND ALL iti ASSOCIATED COMPONENTS AND BRANCH CIRCUITING, PROVIDE FLUORESCENT LIGHT FIXTURES WITHOF ASSOCIATED s ELECTRONIC BALLASTS. 2, NEW RACEWAY AND CONDUCTORS FOR LIGHTING AND POWER, 3, CUTTING, CHANNELING AND CHASING REQUIRED TO ACCOMMODATE THE ELECTRICAL INSTALLATION AND ROUGH PATCHING, r� AL`j'. 4. CONDUIT, JUNCTION BOXES, PULL BOXES, ETC,, REQUIRED FOR THE ALL EQUIPMENT, 5, GROUNDING OF ALL EQUIPMENT AS REQUIRED BY NATIONAL ELECTRICAL CODE, 6, TELEPHONE/DATA AND CABLE BY OTHERS, E,C EMPTY CONDUIT, PULLBOXES, OUTLETS, SLEEVES AND PULL STRING, 7, RECEPTACLES, LIGHT SWITCHES, DISCONNECT SWITCHES, FUSES, DIMMERS, OUTLET BOXES, Job 0 1605 CONTACTORS AND OTHER WIRING DEVICES INCLUDING RELATED BRANCH CIRCUIT WIRING. 8, CIRCUIT NUMBERS ARE FOR REFERENCE ONLY, RE-ARRANGE CIRCUITS PER FIELD CONDITIONS Drawn byl S.P. ekd by, T.G. (DO NOT OVERLOAD CIRCUITS REGARDLESS OF PLANS AND TO BALANCE THE LOADS AT THE PANELS PER, SPECIFICATIONS, ELECTRICAL CONTRACTOR Date 05,09,2016 SHALL DOCUMENT ALL AFFECTED CIRCUITS AND PROVIDE "AS-BUILT" PANEL DIRECTORIES AND DRAWINGS PER SPECIFICATIONS, 9, ALL BRANCH CIRCUITS ( LIGHTING AND POWER ) EXCEPT FOR THREE PHASE, DELTA CIRCUITS, Revision* SHALL HAVE A DEDICATED NEUTRAL CONDUCTOR, COMMON OR SHARING OF NEUTRALS WILL NOT BE ALLOWED, COMPLY WITH LATEST ELECTRICAL CODE, 10. ALL CONDUCTORS SHALL BE: COPPER, TYPE THHN/THWN INSULATED, ALL CONDUCTORS SHALL HAVE 600 VOLT RATED INSULATION, CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID WIRE, CONDUCTORS AND #8 AWG AND LARGER SHALL BE STRANDED WIRE. 11. METAL CLAD CABLE (TYPE MC) IS PERMISSIBLE FOR CONCEALED BRANCH CIRCUITRY WHERE PERMITTED BY CODE, ELECTRICAL GENERAL NOTES- 12, BRANCH CIRCUIT WIRE SIZEi THE MINIMUM WIRE SIZE FOR BRANCH CIRCUIT SHALL BE #12 AWG EXCEPT 120 VOLT CIRCUITS OVER 80 FEET IN LENGTH SHALL BE 10# AWG, REFER TO DRAWINGS NOT TO SCALE FOR FURTHER WIRE SIZING INFORMATION, 13. PROVIDE ALL BRANCH CIRCUITS WITH DEDICATED GROUND WIRES OUTDOOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R TYPE, UNLESS OTHERWISE NOTED, RACEWAYS AND CABLE SHALL BE RUN CONCEALED IN FINISHED SPACES UNLESS OTHERWISE NOTED, ELECTRICAL 14. ALL RECEPTACLES AND COVERPLATES COLOR AND QUALITY SHALL BE AS SELECTED BY ARCHITECT. POWER 15, VERIFY ALL CEILING TRIMS; WITH ARCHITECTURAL DRAWINGS AND LIGHTING CONSULTANT. FOR ALL FINAL GENERAL NOTES CEILING & FLOOR PLAN CONSTRUCTION, REFER TO ARCHITECTURAL FINAL DRAWINGS AND FINISH SCHEDULES REFER TO MANUFACTURER'S INSTALLATION DETAILS AND APPLICABLE CODES FOR REQUIRED FIXTURE MOUNTING ACCESSORIES. E - 1 SHEET 1 OF 4 JASMINE LIGHT FIXTURE SCHEDULE * CONTRACTOR TO PROVIDE ARCHITECTS WITH LIGHT CUT BLOSSOM SHEETS FOR APPROVAL PRIOR TO ORDERING ANY LIGHTS. DESIGNATION TYPE LOCATION MANUFACTURER CONTACT INFO. MODEL NUMBER SIZE LAMP FINISH NOTES /ACCESSORIES * ALL FRONT OF HOUSE LIGHTING TO BE DIMMABLE, P-1 PENDANT ENTRY TROY LIGHTING 626.338.4511 VINEYARD F4857 22.5"W X 33"H (8) 60W CAND BASE RUSTY IRON W/ SALVAGED WOOD -- 574 MA-1 P-2 PENDANT ENTRY TROY LIGHTING 626.336.4511 VINEYARD F4856 18.5"W X 28.5"H (8) 60W CAND BASE RUSTY IRON W/ SALVAGED WOOD -- HYANNIS, MA 02601 P-3 PENDANT ENTRY TROY LIGHTING 628.338,4511 VINEYARD F4855 13.5"W X 21"H (3) 80W CAND BASE RUSTY IRON W/ SALVAGED WOOD -- P-4 PENDANT DINING TECH LIGHTING 847.410.4400 KARAM PENDANT LARGE 21.3"W X 18.8"H A21 LED 80 CRI 2700K 120V BLACK -- P-5 PENDANT SUSHI BAR TUDO 8 CO salesatudoandco.com SEPPO KOHO REPLICA ATTO BIG 13110 X 811H MED. BASE AGED SILVER FINISH -- P-6 PENDANT PDR TROY LIGHTING 626.336.4511 ACME F3898 32" W x 18.25" H (3) TYPE B, 25W MAX ANTIQUE -- P-7 PENDANT DINING LBL 847.628.6300 MINI-ISLA PENDANT HS508 7"W X 8.1"H 1B35 GY6.35 XENON 35W CLEAR W/ SATIN NICKEL -- P-8 PENDANT PDR LBL 847.628.8300 MINI-JASPER PENDANT HS539 8.7"W X 7.8"H 1 B GY6.35 ZENON 50W CLEAR W/ SATIN NICKEL -- ALL DRAWINGS, SPECIFICATIONS AND ARCHITECTURAL DESIGNS ARE THE P-9 PENDANT DINING CURRY AND CO. 877.768.6428 ZANZIBAR RECTANGULAR CHANDELIER 45"W X 20"D X 16"H (12) 80W CANDELABRA -LIGHT BRONZE GOLD/ RAJ MIRROR -- PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE REPRODUCED OR USED ON THIS OR ANY OTHER PROJECT WITHOUT TL TABLE LAMP HOST CURREY AND CO. 877.788.8428 LULWORTH TABLE LAMP 6000-0045 33"H 150W MAX GRAY MURCURY W/ OFF WHITE SHADE -- WRITTEN CONSENT FROM THE ARCHITECT, R1 RECESSED VARIES WAC LIGHTING 617.542.3233 HOUSING: HR-LED309-N-27 4 1/2" SQUARE LED 2700 K BK/ BN TRIM: WAC - HR-LED351-BK/ BN THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING R2 RECESSED VARIES WAC LIGHTING 617.542.3233 HOUSING: HR-3LED-H18D-ICA 4 1/2" SQUARE LED 2700 K BK/ BN TRIM: WAC - HR-3LED-T918-BK/ BN CONDITIONS ON SITE PRIOR TO BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA SC1 WALL SCONCE BAR REJUVENATION 844.800.0818 YEON DOUBLE SCONCE #A0167 4.5"W X 19"H X 5,38"D 80W MAX INCAND. POLISHED NICKEL -- DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND SC2 WALL SCONCE WOMENS / MENS RESTROOM WAC LIGHTING 617.542.3233 ASHTON WS-39513 5.5"W X 13.74"H X 4"D 25.5W LED 1093 ANTIQUE NICKEL -- SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE SC3 WALL SCONCE EXTERIOR BEGA 805.884.0533 66 810 4 5/16"W X 6 5/16"H X 6 1/2"D 21 W LED 3000K BLACK -- SCALED.ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE - - SC4 WALL SCONCE EXTERIOR BEGA 805.884.0533 22 683 6.75" X 8.75"H X 2.75"D 4.2W LED BLACK •- DRAWINGS AND SPECIFICATIONS,AND TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. M1 MONOPOINT VARIES PHILIPS LIGHTOLIER -- LT08 2 1/4" DIAM X 4" 8.9 WATT LED 2700K WHITE INSTALLED WITH CORRESPONDING TRACK EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR CL1 COVE LIGHT VARIES GM LIGHTING 866.871,0811 LTR300-27 16.4' MAX 2.8 WATT/FT 2700K APPROVAL: SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK FL-1 FLUORESCENT KITCHEN LITHONIA 800.858.7763 WRT 2'-0" x 41-0" 32W WHITE - PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE FL-2 FLUORESCENT KITCHEN LITHONIA 800.858.7783 WRT 2' X 2' 2'-0" X 2'-0" 31W WHITE Ta BE INSTALLED WITH CORRESPONDING DRIVER INCLUDED SHALL BE APPROVED FOR USE IN THE TOWN OF HYANNIS AND SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS 7 T_ DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND MATERIALS USED SHALL COMPLY WITH .y- ALL TOWN OF HYANNIS AND MA STATE I PROJECT: NAME JASMINE sLOS80h PROJECT#: ENGINEER: T.O. BUILDING CODES. DRAWINGS SUBJECT _ I TO APPROVAL BY ALL GOVERNMENTAL I L 12C201 Is HM 14WIMTOTAL WATTS LI III89SDESIGNATION KID 19CTION 1 PANEL sumpum F � TOT 11 AGENCIES HAVING JURISDICTION ALL t n C NEW CONSTRUCTION TO COMPLY WITH MOUNTING: T W 7, LOCATION: I NOTE: AL30,902 APPLICABLE HANDICAPPED L1 L2 L3 ACCESSIBILITY LAWS. WATTS LOAD Y Y Y WATTS LOAD gDIRECTORY L1 L2 L3 9 1 1 1 9 L1 L2 L3 DIRECTORY ISSUED FOR= L E 17 SANDWICH 1,230 1 20 _ 35/2 2 2,560 51 HOT PAN E E 17 SANDWICH 1,236 3 20 36/2 4 2,aa0 a1 HOT PAN E PERMIT / PRICING / E 17A SANDWICH 1,238 a 20 ^ 3012 8 2,122 52 HOT PAN E FOOD SERVICE EQUIPMENT SCHEDULE ---� -----�-- �08�1?r0�� � 1 � � �I� ���`� E 18 REFRIGERATOR n0 7 20 n n 3a2 8 2,122 62 HOT PAN E CONSULTANT E 18 REFRIGERATOR 770 9 20 _ n 20 10 820 64 COLD PAN E E 18 REFRIGERATOR 770 11 20 r'1 20 12 820 as COLD PAN E MCA VOLTS CIRCUIT �— ''` -� 6ONP E 19 REFRIGERATOR 240 13 20 ^ ^ 20 14 2050 ICE CREAM E ITEM TYPE HP WIRING NOTES E 20 BROILER 120 15 20 - 20 1B 1,e50 eo GLASS WASHER E KW PHASE BREAKER —L— _ — i E SHUNT 100 17 20 � 20 18 700 84 REACH-IN FRIDGE E FOOD PREP/ 10.3A I E 32 REFRIGERATOR Soo 19 20 — n 20 20 100 SHUNT TRIP E Eli 17 2 120-1 20A-1P 2 #12, 1 #12G, 3/4"�: 5-20R ZGa � E ao REFRIGERATOR 1� 1,020 23 20 _21 20 ^ 20 22^ 20 2a B20 100 �RESHUNTTRIPFREEZER E ( ) SANDWICH UNIT 1.24KW ; FOOD PREP/ 10.3A ?Oa E 40 REFRIGERATOR 1,020 25 20 ^ 20 28 1,000 50 BLENDER STATION E 17A SANDWICH UNIT 1.24KW 120-1 20A-1P 212, 112G, 3/4"C 5-20R �G'iY P E 418USHICASE 300 r 20 ^ 20 28 11000 ao BLENDER STATION E MEA ENGINEERING ASSOC., INC. E 41 SUSHI CASE 300 ZO 20 20 30 UNDER-COUNTER 6.4A 18 (3) REFRIGERATOR 0.77KW 120-1 20A-1P 2 #12, 1 #12G, 3/4"C 5-20R i� ��� � / /�wv -30/Aw E 47 0LAS8 CHILLER 700 31 20 20 32 Mechanical/Electrical Engineers ( I E 470uSSCHILLER 700 33 20 � n 20 34 20 Felton Street 19 UNDER-COUNTER 2.0A 120-1 20A-1P 2 12, 1 12G, 3 4"C 5-20R REFRIGERATOR 0.24KW -l I E 48 WINE CELLAR 3B0 37 20 n 20 38 ►� +� _ - _--_____�- ---_-._--_ E a9cooLER 930 37 20 n n 20 38 Waltham, MA 02453 E 50A BEER COOLER 550 39 20 20 40 PHONE NO: (781) 894-6730 INFRARED 1.OA 120-1 20A-1P 2 12, 1 120, 3 4"C 5-20R --- LVAU� 20 BROKER 0.12KW SHUNT TRIP / ,l QN� -- SPACE a1 20 n n 20 a2 FAX NO: (781) 647-3542 l� R � SUBTOTAL ,4 4 878 3,7 8, ,040 3,742 SUBTOTAL WORKTOP S.OA r ��32 REFRIGERATOR 0.6 A 120-1 20A-1P 2 #12, 1 #12G, 3/4"C 5-20R 2 � o RECEPTACLE LOADS: 0 WATTS Mud provide"R","E",or"L"In LOAD column to activate DEMAND LOAD and EQUIPMENT LOADS: 30,802 WATTS TOTAL AMPS UNDER-COUNTER 8.3AVL -1- 3/4"C — -- I ( _ LIGHTING LOAN: 0 WATTS SOUSA design 38 FREEZER 1.OKW 120-1 20A-1 P 2 #12, 1 #120, 3/4"C 5-20R ( DEMAND LOADS: 20,021 WArn TOTAL AMPS x 126%u 0.8091 AMPS _... - A r c h 1 t • c t s i 1 .oyl.ton Street,=nd t•,00. 40 2 UNDER-COUNTER 8.5A 120-1 20A-1P 2 �12, 1 �12G, 3/4"C 5-20RL( ) REFRIGERATOR 1.02KW 41 (2) SUSHI-CASE 0.5A 120-1 20A-1P 2 #12, 1 #12G, 3/4"C 5-20R Neaten,MA02" xl -t2 1 J vrvrvv..oe..deelon.ean 47 2 GLASS CHILLER 5.8A 120-1 20A-1P 2 012, 1 #120, 5-2oR �XI 1' � C p - PROJECT: NAME JASMINE SLossoti PROJECT #: ENGINEER: T.O. ( ) 0.70KW 12C200 13 PH" 14WIM TOTAL WATTS LI 81110 DESIGNATION KP IIIICTION 1 PANEL n r� //���,,� TOTAL 3,11141) 48 UNDER-COUNTER 3.OA 120-1 20A-1P 2 12, 1 12G, 3/4"C 5-20R NC��F. �j,�j- `'I�4L,o W Ilse �,)5 PNLd7 , `I II 1�G(JA � ( u- i� u TOT W 11140 L ,TON: WINE CELLAR 0.36KW C _- X �NL --�>� _ �Xlow, PNL � LI L2 L3 PASS 7.75A _ 20A-1P 12 1 12G 3 4"C 5-20R TD if 1454 !1 aLac Rk WATTS LOAD Y Y Y wArn LOAD 120 1 2 / r• --! 44 - 49 COOLER 0.93KW � J ,•• (� 'N � � DIRECTORY L1 L2 L3 L1 L2 L3 DIRECTORY AL S 50A 120-1 20A-1 P 212, 112G, 3/4 C 5-20R �� "� _ -k-_ ! _ _ E e2 EXHAUST HOOD E 81 EXHAUST HOOD 1,000 1 000 20 3a/2 ae se WALK-IN E SLIDE LID 4.6A � BEER COOLER 0,55KW c l l 51 HOT PAN 24.5A 208-1 35A-2P 3 8, 1 10G, 1 C 8-50R _ _. _ _._ __ ---__-_____ . - — E TELEVISIONS 800 47 20 n 30/2 48 58 WALK-N E 4� 5.1 KW " _._ _ R POS Boo 49 20 — n 30/2 50 N WALK-N E 20.4A _---(�! � �.--_.-_- -� +1 Sri_ `/ `1 _ _ -._ ..�- _ _. _ _ E HOST Boo 51 20 — 20 52 88 WALK-IN E 52 HOT PAN 4.24KW 208-1 3OA-2P 3 #10, 1 01 OG, 3/4"C LB-30R E HOST Boo 53 20 _ 20 54 ae WALK-IN 111 n.� •�f, E SERVICE B00 as 20 20 56 N WALK-N E 54 COLD PAN 6,8A 120-1 20A-1P 2 #12, 1 #12G, 3/4"C 5-20R N" ` j' �t �' E SERVICE eoo a7 20 20 aB 56WALKaN E 0.82KW E TELEVISION 200 d0 20 20 00 58 WALK-IN E E OFFICE 360 81 20 20 02 58 WALK-IN E 55 COLD PAN 6.8A 120-1 20A-1P 2 #12, 1 #12G, 3/4"C 5-20R E OFFICE 380 83 20 20 64 58 WALK-N E 0.82KW E TOILETS 1,080 Ba 20 20 89 ae WALK-N E Job M 1605 E WATER FEATURE 87 20 20 88 BEER COOLER E ICE CREAM 2.4A � �{ �'� E DISHWASHER 89 20 20 70 BEER COOLER E 56 FREEZER 02.4A 120-1 20A-1P 2 #12, 1 #120, 3/4"C 5-20R !` 15.4A r �,� - �.G ��►�' �G I E DISHWASHER 71 20 20 72 60 GLASSWASHER 1.85KW 120-1 20A-1P 2 �12, 1 �12G, 3/4"C 5-20R � 'r M �p, P ;! E LmuTY OUTLET 900 73 20 20 74 BEER COOLER E Drawn bye SIP. Ckd liw T.G. E UTILITY OUTLET 900 75 20 20 78 BEER COOLER E REACH-IN 5.8A 20A-1P -X-` l 0 = Dt+t•t 05.09,2016 64 REFRIGERATOR 0.70KW 120-1 SHUNT TRIP 2 �12, 1 �12G, 3/4"C 5-20R - �- E UTILITY OUTLET a4o � ZD � � � BEER COOLER E REACH-IN 6.8A 20A-1 P » i E B1 20 20 82 65 FREEZER 0.82KW 120-1 SHUNT TRIP 2 #12, 1 #120, 3/4 C 5-20R B so e4 SUBTOTAL 0 SUBTOTA Revisions �1 �•_ `!�� RECEPTACLE LOADS: $00 WATTS Mud provide"R","E",or"L"In LOAD column to activate DEMAND LOAD and 61 EXHAUST HOOD 120-1 20A-1P 2 �12, 1 �12G, 3/4"C JUNCTION BOX �s•- EQUIPMENT LOADS: 10,340 WATTS TOTAL AMPS 62 EXHAUST HOOD 120-1 20A-1P 2 #12, 1 #120, 3/4"C JUNCTION BOX uoHTINDLOADS: —WATTS E DEMAND LOADS: 7,821 WATTS 31112 TOTAL AMPS x 12PJie 25.1111 AMPS Y)4r, _ p?-"2 ( i y ELECTRICAL SCHEDULES p►t�- i�Z�_._-' ltC.,. 1�1� � N 0 T TO SCALE ----------- �x i5T I-�Iw,TaN ELECTRICAL POWER SCHEDULES �. Gr rz-i-e.. r21A t/4 1I _ E - 2 SHEET 2 OF 4 JASMINE BLOSSOM -- r -- KP-59 _- __ ° POWER PLAN KEYED NOTES:Tv 574 MA-132 KP-61 DN 5 INSTALL GCFI RECEPTACLE IN BLENDER HYANNIS, MA 02601 KP-46,48 KP-58,80 —1 GFCI FCI ❑& � STATION. �$s TYPICAL FOR FOUR TELEVISION RECEPTACLES. OFFICE dint COORDINATE EXACT LOCATION AND oD o � MOUNTING HEIGHT IN FIELD. WIRE TO I.C. KP-65 - KP-65 MENS 6 CIRCUIT KP-47. PULL SIDE O O GFCI GFCI FRONT APPROACH gzx�D"EAR , L �3 COORDINATE WATER FEATURE RECEPTACLE OCR SPACE KP 3 KP-44 KP-56 PLOYEE JYEE WITH ACTUAL EQUIPMENT. 8 C, 8 RES ROOM RESNj E] ALL DRAWINGS, SPECIFICATIONS AND n71 ARCHITECTURAL DESIGNS ARE THE �j PROPERTY OF SOUSA DESIGN ARCHITECTS AND SHALL NOT BE KP-73 REPRODUCED OR USED ON THIS OR PUSH SIDE SIDE APPROACH ANY OTHER PROJECT WITHOUT SI x 98 CLEAR FLOOR SPACE WRITTEN CONSENT FROM THE ARCHITECT, Q KP-65 _ THE CONTRACTOR SHALL CHECK AND fl GFCI VERIFY ALL DIMENSIONS AND EXISTING ELEC. PANELS U --- - CONDITIONS ON SITE PRIOR TO KP-77 BEGINNING ANY WORK. REPORT ALL -� 54 6-50R DISCREPANCIES IN WRITING TO SOUSA KP-45 L KP-10 51 Kp-2,4 DESIGN ARCHITECTS BEFORE Q _ o ® KP-55 " PROCEEDING WITH THE WORK AND El GFCI SHALL ACCEPT FULL RESPONSIBILITY 14 KP-77 KP-65 FOR SAME, DRAWINGS SHALL NOT BE 0 ' 62 ( - SCALED. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE WOMEN'S DRAWINGS AND SPECIFICATIONS,AND 0 13 KP-67,69 KP-12 , 0 v 12 TO THE SATISFACTION OF THE OWNER 35 w > 8 AND THE ARCHITECT. EXISTING _ 52 u FREEZER 16EACH CONTRACTOR SHALL SUBM EXISTING MECH � co � SOUSA DESIGN ARCHITECTS FORIT TO L6-— I 55 11 16 30R®KP-8,8 KP 55 APPROVAL; SHOP DRAWINGS, SAMPLES, 12 �KP-9 KP-14 58 CUTS OF ALL THE ITEMS OF WORK PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE 10 ip 36 -- INCLUDED SHALL BE APPROVED FOR HW KP-73 57A 53 53 USE IN THE TOWN OF HYANNIS AND N❑ - 57 SHALL HAVE AN ASTM AND UL NUMBER WHEN SUCH ITEMS REQUIRE THIS 17 45A _KP-1 KP-73 DESIGNATION. EACH CONTRACTOR El — 9 ❑l7 COLD BUFFET HOT BUFFET SHALL CO-ORDINATE HIS WORK WITH ALL OTHER CONTRACTORS. HH > THE QUALITY OF WORKMANSHIP AND 8 O _ MATERIALS USED SHALL COMPLY WITH O KITCHEN 37 w KP-55 ALL TOWN OF HYANNIS AND MA STATE O x SERVICE BUILDING CODES, DRAWINGS SUBJECT 7 � ° TO APPROVAL BY ALL GOVERNMENTAL 3O AGENCIES HAVING JURISDICTION ALL 17 I ® DINING NEW CONSTRUCTION TO COMPLY WITH 12 APPLICABLE HANDICAPPED 6 SERVICE TABLE KP-19 ACCESSIBILITY LAWS. KP-3 KP-77 43 5 32 00 BAR Lf 0 ISSUED FOR: NN00 E43 4 30 31 O O Kp�g 44 PERMIT / PRICING x (38); I 18 — °° 0 0 ! 44 4�_ �� 46 CONSULTANT: KP-1 — 21 40� j P KP8 50 0 I t Lj 18" x 90" 18" x 90" El 1� 2 ❑ ❑❑ 35A 41� ® 49 ' ❑ ❑❑ p > 1 12 2 KP-13 KP-7 I 46 ~ S 0 61 K -28 1 ,19 5�3 17A �18 i 6E 50 G 12 i_ 27 ---- 22�234 - 26 28 SUSHI Bf�F 47 K -33 MEA ENGINEERING ASSOC., INC. 20 --- 21 _._. E � �__ 15 i ._._. ' 63 39A KP 31 47 Mechanical/Electrical Engineers NUS MiLi 40 80 K -18 20 Felton Street i 29ul P KP-4 i !t -75 KP-22 KPA8 KP-15 41 EKP-35 48 Waltham, MA 02453 KP-43 50A PHONE NO: (781 ) 894-6730 El 45 K -39 FAX NO: (781 ) 647-3542 1p D 61 0 -FL 16 ' Ei 1:1 0 KP-57 E a �GFCI SOUSA design RE SERVICE KP-67 A r c h I t e c t s 61 Boylston Btrsst,Znd Floor Boston,MA 024" PUSH SIDE PUSH SIDE 617.67B.6100 o KP-75 FROM APPROACH FRONT SXQCLEA H .B x GB CLEAR FLOOR SPEAR FLOOR SPACE � /� FLOOR SPACE � � WWW.soussdsslBn.eom KP-75 `vJ PRIVATE DINING 50 oil P L SIDE PULL SIDE ..}�.^�{ FR MAPPROACH FROM APPROAC.I V 54 SI L SO CLEAR _ KP-73 OOR SPACE FLOOR SPACE KP-73 of 6 6 6 K -51 �� �.�' KP 3 ��a WAITING DINING 1 HOST 36 PUSH SIDE A,i_I FRONT APPROACH % ,�, h 16 "x<SCLEAR K -51 FLOOR SPACE KP 3 Job 0 1605 �KP-75 12 � N Drawn by: S.P, Ckd by: T.G. =ohs KP-57 -- , pate; 05,09,2018 i �= — '-A 1 10 __ 0 El 11 El 11 E El E 10 _h(b GFCI PATIO KP-75 Revisions _ 20 SEATING SUMMARY Na �LL BAR = 23E—:1 E -- - SUSHI BAR = 10 - BAR DINING = 24Ll --ILI Lj---L� - - - — - _ DINING 1 = 36 --- DINING 2 = 44 --- -� - DINING 3 = 12 PDR = 54 TOTAL INTERIOR SEATING = 191 ELECTRICAL PATIO = 20 POWER PLAN E - 3 SHEET 3 OF 4 -EXISTING SKYLIGHT TO REMAIN, TYP. JASMINE BLOSSOM tip ° M� 574 MA-132 HYANNIS. MA 02601 'R-1 "R-1 "RA ( ( M1 u o 0 /:- ' ---- -- _-= GWB CEILING FL-2 N,� L =I'�- 8 -6 A.F.F I FL-1 �.` FL-1 � /, M 1 t _ __ -1 -- - I _ ALL DRAWINGS, SPECIFICATIONS AND _ I ARCHITECTURAL DESIGNS ARE THE Lj PROPERTY OF SOUSA DESIGN -1 - -- — - ARCHITECTS AND SHALL NOT BE M / ANY OTHERREPRO E PROJECT WID OR USED OTHOUT N THIS OR - ----- FL-1 FL-1 FLA FL-1 M WRITTEN CONSENT FROM THE -1 lyll 1 M1; -- - ARCHITECT. THE CONTRACTOR SHALL CHECK AND 00 -1 C j i P VERIFY ALL DIMENSIONS AND EXISTING F•2 I ! I T M1 P-8 CONDITIONS ON SITE PRIOR TO - BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA a I ,f ! I I , ( DESIGN ARCHITECTS BEFORE -1 -R-1 -2 — �t'1 -1 I - M1�_ i PROCEEDING WITH THE WORK AND - -� — F--- i SHALL ACCEPT FULL RESPONSIBILITY G�> 8 CEILING C I, ! i FOR SAME, DRAWINGS SHALL NOT BE j 8'-6" A. CARRIED M1 SCALED ALL WORK SHALL BE T TUM + 8.0. TRU G - ! NTED I� J FT O � OUT IN ACCORDANCE WITH THE O - I / I 1 �, o„ I I DRAWINGS AND SPECIFICATIONS,AND Ex15(ING FL-1 FL-1 F•4 -- { �; I ! I - P-@ TO THE SATISFACTION OF THE OWNER FREEZER I I i __ ( I CR-1 ' -1 I I I I i ii - -- - I "� AND THE ARCHITECT. ! I I I EACH CONTRACTOR SHALL SUBMIT TO _____ ___ �'1 ! _-- _ -1 - _-- SOUSA DESIGN ARCHITECTS FOR APPROVAL. SHOP DRAWINGS, SAMPLES, I CUTS OF ALL THE ITEMS OF WORK -M1 -- PRIOR TO THEIR INCLUSION IN THE I - / - -- CONSTRUCTION. ALL ITEMS TO BE �_, I F 1 i FL-1 F-Z � l M1 I INCLUDED SHALL BE APPROVED FOR I I , -- T - P-S.. - - ,, I __ � _ _ ________ USE IN THE TOWN OF HYANNIS AND - - --' + -- - - SHALL HAVE AN ASTM AND UL NUMBER REQUIRE M1 WHEN SUCH ITEMS THIS C - t --- DESIGNATION. EACH CONTRACTOR - {- -- SHALL CO-ORDINATE HIS WORK WITH __ — __-- ---- - G v^J B t'F F I T ALL OTHER CONTRACTORS. G --- — THE QUALITY OF WORKMANSHIP AND - - _ MATERIALS USED SHALL COMPLY WITH FL�1 1 FL-1 FL-1 FL-1 ALL TOWN OF HYANNIS AND MA STATE ` - ! L-1 r �I ' ' CL-1 -- BUILDING CODES. DRAWINGS SUBJECT - TO APPROVAL BY ALL GOVERNMENTAL - L — ACO STIC CEILING 4IL S a-1 _ M� — _ i AGENCIES HAVING JURISDICTION ALL � R I' � ( - � — �I _ - _ NEW CONSTRUCTION TO COMPLY WITH - - 9'-0" A.F.F -- SC-1 _-0 SIC i —_1 ) ( --_ APPLICABLE HANDICAPPED ❑ - 1'' ACCESSIBILITY LAWS. r— --- - - -r - T - ,. i C� II '�M1 I P-8 I ISSUED FOR: O PERMIT / PRICING 00 - f -- -- - h C� ( _ -- NEW BLACKENED STEEL CANOPY TO �3E CONSULTANT: 1 ---I- t--- — Ft ----- FL•1 I i j I i ) Fi-1 ( - F� (� _ -- ! THROUGH BOL FED TO FACADE 3F " l i_- BUILDING. SEE EXTERIOR ELEVATIONS 13 ---- ----- ----r -- LPL C --- - FOR, > �-,I _-- F _�R , DDI 1 JaL DETAILS -T TUM "c7i .O. S IjJCTURE. Al _ i G' ' , s F` ! I — I \ - _ _ — I _ , i r -1 °R- _-M1 P-& _ - EXISTING SKYLIGHT MEA ENGINEERING ASSOC., INC. -O REMAIN, TYP. Mechanical/Electrical Engineers I ( i -1 I I I M1 M1 WO I �� ! ;I j -- ' {I I � — �'��_- - 20 Felton Street El Waltham, MA 02453 M 1PHONE NO: (781) 894-6730 I - t O �_-M 1- � i FAX NO: (781) 647-3542 P _ - k. - -- \ SOUSA design A r a h I t • a t s tE3 -_ ice. _ ai1 Beeston N►Nb Ind Floc►R-2 R-2Fr_j ` J 2 � J T 42 R-Z I Iso MA 024" _ a i - EXISTING SKYLIGHT s1t.4».9100 4tR-1 P-6 10 REMAIN, TYP. ,,,M„i,.mmInd.sNn,00m M1 13 -- R-1 1- C3 I , - R R-1 ------ NEVV INTERNALLY ILLUMINATED /IU O T UR INT f _ L CHANNEL LETTERS TO SIT ATOP THE BLACKENED STEEL CANOPY fn i �t u wa u' �G B SOFFIT f M1 f E \ TING AUX Q S I ( I r 8'-3" A.F.F ;3 AIN, O 8 ! IN E P9 P9 i \ M 1 i 13 M1 �� - NEW BLACKENED STEEL CANOPY TO BE THROUGH BOLTED TO FACADE OF T CTUM c B.O. TRUC„URE, P INTED BUILDING, SEE EXTERIOR ELEVATIONS { 9'-7 /2" A.FI F M1 FOR ADDITIONAL DETAILS I T------------ M1 Job f 1605 _. - f -- � - - -- I I �,--- I I M1 Drawn byi S.P. Ckd eye T.G. f � - -- .,___ { Data: 05.09.2018 ,�— -� - -- - — I � }----�. ------- EXISTING SKYLIGHT ! P- �� _PF-� _ _ � TO REMAIN. TYP. R-1 i 'P-7 P-7 P-7 'P-7 j 13 �J -1 _ _ _ Revision* SC-4 EXISTING SOFFIT TO BE CLEAN. REPAIR, j 1 I i k l i I!f 'I I ii I li I I! + �`' i I I.II j I f II r I I II ( I I II i f AND REPAFCH TO "LIKE-NEW' CONDITION. i! * �- EXISTING SOFFIT TO RECEIVE NEVV PAINT - I + i EXISTING BEADBOARD CEILING TO BE -- - �� LIL _ �, - CLEAN, REPAIR.. AND REPATCH TO - N - - -- "LIKE-NEVV' CONDITION. EXISTING T�,_ BEADBOARD CEILING TO RECEIVE NEVV SC-3_ ___$S S -3 SC-4 _ $C-4 S -3 - --- -$C-4 _ _$1-4—__J S -�_ $� � SC-3 PAINT — -- NEVV AWNING CANOPY, SEE 3/A-3.3 FOR ADDITIONAL DETAILS (,TYP.) ELECTRICAL LIGHTING AND LIFE 1 \ E F L E C T E D CEILING PLAN _—_—_- _ _ _-- —__—-- ---- ----_-- _-- ---_—__-- — _ - SAFETY PLAN Scale: 1r4 - 1 0 E - 4 SHEET 4 OF 4 -----------------------------------------------------------------------*----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I PUBLIC TOILET FIXTURES SELECTED BY ARCHITECT AND FURNISHED/INSTALLED BY PLUMBING CONTRACTOR ABBREVIATION PLUMBING GENERAL LEGEND, ALL PROPOSED PUBLIC TOILET FIXTURES SHALL BE APPROVED IN WRITING BY THE ARCHITECT. PLUMBING GENERAL NOTES AFF ABOVE FINISH FLOOR 1. ALL PLUMBING INSTALLATION MATERIALS, TESTS, AND APPROVALS SHALL BE I BV BATTERY VENT PLUMBING FIXTURE SCHEDULE IN ACCORDANCE WITH THE STATE PLUMBING CODE AND LOCAL CODES AND I CD CONDENSATE DRAIN ___ __ ___ HW HOT WATER TAG No. FIXTURE MANUFACTURER AND MODEL COLD HOT SAN VENT REMARKS - PROVIDE SHALL MEAN FURNISH ORDINANCES. INCLUDE ALL COSTS FOR PERMITS AND TESTS AS REQUIRED BY WATER WATER AND INSTALL LOCAL AUTHORITIES. I JASMINE Cl CAST IRON -- - -- CW COLD WATER 2. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL TWO NEW BACKFLOW PREVENTERS BLOSSOM I FLOOR MOUNTED SELECTED BY ARCHITECT » » PROVIDE OPEN FRONT ELONGATED SEAT, I P-1 1 - 4 2 ONE FOR THE NEW FIRE PROTECTION SERVICE AND ONE FOR THE DOMESTIC WATER SERVICE. I CO CLEANOUT G GAS PIPING ADA WATER CLOSET REFER TO ARCHITECTURAL PLANS BATTERY OPERATED 1.8 GPF FLUSH VALVE I THE OUTLET OF THE FIRE PROTECTION BFP UNIT SHALL BE CAPPED FOR CONTINUATION CONT CONTINUED - FCW- FCW FILTERED COLD WATER p_1A FLOOR MOUNTED SELECTED BY ARCHITECT 1" - 4" 2" PROVIDE OPEN FRONT ELONGATED SEAT, BY THE FIRE PROTECTION CONTRACTOR. I 574 MA-1 32 CTE CONNECT TO EXISTING ECO END CLEANOUT WATER CLOSET REFER TO ARCHITECTURAL PLANS BATTERY OPERATED 1.8 GPF FLUSH VALVE 3. BELOW SLAB STORM WASTE AND VENT PIPING SHALL BE STANDARD WEIGHT CAST IRON i HYANNIS, MA 02601 CW COLD WATER • FD FLOOR DRAIN p_1 B FLOOR MOUNTED ZURN MODEL Z-5680 1" - 4" 2" PROVIDE OPEN FRONT ELONGATED SEAT, WITH BELL AND SPIGOT FITTINGS. ADA WATER CLOSET BATTERY OPERATED 1.8 GPF FLUSH VALVE CWF COLD WATER FILTERED ====0 FCO FCO FLOOR CLEANOUT SELECTED BY ARCHITECT » » " PROVIDE BATTERY OPERATED SENSOR 4. ABOVESLAB SANITARY STORM, AND VENT PIPING SHALL BE STANDARD WEIGHT CAST IRON WITH DN DOWN P-2 UNDERMOUNT ADA LAV REFER TO ARCHITECTURAL PLANS 1/2 1/2 1-1/2 1-1/2 FAUCET OFFSET GRID AND TRAP WITH 4-BAND NO-HUB CLAMP FITTINGS. O FFD FLOOR DRAIN NTH FUNNEL DWG DRAWING a FS FLOOR SINK P-2A WALL HUNG ADA LAV ZURN MODEL Z-5340 1/2" 1/2" 1 -1/2" 1-1/2" ADA WRIST BLADE HANDLES, WALL HANGER 5. WATER PIPING SHALL BE TYPE 'L' COPPER WITH LEAD FREE SWEAT FITTINGS. I ECO END CLEANOUT CLEANOUT, TRU-BRO TRAP COVER, OF PROVIDE VALVES AT ALL BRANCHES AND AT EACH FIXTURE. FIN.EL. FINISH FLOOR ELEVA110N W SANITARY p-3 URINAL SELECTED BY ARCHITECT 3/4" - 3" 2" PROVIDE BATTERY OPERATED 1.0 GAL/FLUSH HOT WATER PIPING SHALL BE 1" INSULATED. COLD WATER PIPING SHALL BE 1/2" INSULATED. W SANITARY BELOW FLOOR REFER TO ARCHITECTURAL PLANS FLUSH VALVE 6. GAS PIPING 2-1/2" SIZE AND SMALLER SHALL BE SCHEDULE 40 STEEL WITH THREADED FITTINGS. I HW HOT WATER ALL DRAWINGS, SPECIFICATIONS AND I ZURN MODEL Z-867 » » LENGTH A NOTED N AT C DRAIN. GAS PIPING 3" SIZE AND LARGER SHALL BE SCHEDULE 40 STEEL WITH WELDED FITTINGS. I ARCHITECTURAL DESIGNS ARE THE I - KW_ KW KITCHEN WASTE TD TRENCH DRAIN - - 3 2 NOMINAL 15 SECTIOpNS 3 SOTTO OUTLETS I IW INDIRECT WASTE MODULAR TRENCH DRAIN AS NOTED, EPDXY COATED C.I. GRATE I PROPERTY OF SOUSA DESIGN I KW__ KW KITCHEN WASTE BELOW FLOOR 7. CONTRACTOR SHALL PROVIDE TO OWNER ONE YEAR GUARANTEE ON ALL 1 PF0V1pE TRAP. DRAIN WITH MATERIALS AND WORKMANSHIP. ARCHITECTS AND SHALL NOT BE I P FIXTURE NUMBER FD FLOOR DRAIN ZURN MODEL Z-415 - - 3» 2» , IW IW INDIRECT WASTE STRAINER TRAP PRIMER FITTINGSI REPRODUCED OR USED ON THIS OR TOIL, D INS WITH PRIMER I ANY OTHER PROJECT WITHOUT FCO FLOOR CLEANOUT ------------- 8. THE PLUMBING CONTRACTOR SHALL BE HELD RESPONSIBLE TO HAVE VISITED I WRITTEN CONSENT FROM THE FFD FUNNEL FLOOR DRAIN ZURN MODEL Z-400 3 2 V VENT ABOVE FLOOR » PROVIDE TRAP. DRAIN WITH THE SITE PRIOR TO SUBMITTING HIS ESTIMATE AND TO HAVE EXAMINED AND I ARCHITECT. - - 'E STRAINER WITH INTEGRAL FUNNEL I G NATURAL GAS FAMILIARIZED HIMSELF WITH THE SITE CONDITIONS OF THE PROJECT. HE SHALL =__-- -- V VENT BELOW FLOOR » » COMPARE THE DRAWINGS AND SPECIFICATIONS WITH THE RESULTS OF HIS THE CONTRACTOR SHALL CHECK AND GC GENERAL CONTRACTOR 1 WATER SERVICE BALL VALVE FS-A FLOOR SINK ZURN MODEL Z-1900 - - 3" 2" GRATE,4 DOME XSTRAINER ITH 1/2 EXAMINATION OF THE SITE AND ASSURE HIMSELF THAT ALL REQUIREMENTS FOR I VERIFY ALL DIMENSIONS AND EXISTING INV INVERT A COMPLETE PLUMBING SYSTEM MAY BE FULFILLED. NO EXTRA PAYMENT WILL I CONDITIONS ON SITE PRIOR TO BUTTERFLY VALVE W/ MEMORY STOP FS-B FLOOR SINK ZURN MODEL Z-1920 - - 4" 2" NOMINAL 16"X16"X7" WITH 1/2 BE ALLOWED TO THE PLUMBING CONTRACTOR BECAUSE OF UNFAMILIARITY I BEGINNING ANY WORK. REPORT ALL IW INDIRECT WASTE GRATE, DOME STRAINER WITH THE SITE CONDITIONS. DISCREPANCIES IN WRITING TO SOUSA I NTS NOT TO SCALE CHECK VALVE _ _ MATCH _ DESIGN ARCHITECTS BEFORE FCO FLOOR CLEANOUT ZURN MODEL Z-1400 9. IT IS NOT INTENDED THAT THE DRAWINGS SHALL SHOW ALL DETAILS OF CON- I PROCEEDING WITH THE WORK AND I = GAS SERVICE BALL 'VALVE PIPE NIC NOT IN CONTRACT STRUCTION, HOWEVER, THE PLUMBING SUBCONTRACTOR SHALL BE REQUIRED TO I SHALL ACCEPT FULL RESPONSIBILITY I -,sr- GATE VALVE EXISTING A.O. SMITH BTR-275A » EXISTING WATER HEATER SHALL REMAIN FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THE PLUMB- I FOR SAME, DRAWINGS SHALL NOT BE SAN SANITARY HWH-1 HOT WATER HEATER 2 2 WATER HEATER - SHALL REMAIN - - NOMINAL 100 GALLON STORAGE, NOMINAL SYSTEM IN ACCORDANCE WITH THE BEST PRACTICE AND TO THE FULL EXTENT 1 SCALED. ALL WORK SHALL BE CARRIED I ] CAPPED PIPE --- ---- --- ------ 275,000 BTU/HR INPUT. NOMINAL 290 OF THE DRAWINGS AND SPECIFICATIONS. THE PLUMBING SUBCONTRACTOR I OUT IN ACCORDANCE WITH THE I SD STORM DRAIN GAL/HR RECOVERY ® 90-F RISE. SHALL FURNISH AND INSTALL ALL PARTS WHICH MAY BE REQUIRED BY THE DRAWINGS AND SPECIFICATIONS,AND I TYP TYPICAL ELBOW UP OR RISE DRAWINGS AND OMITTED BY THE SPECIFICATIONS, OR VICE VERSA, JUST AS I TO THE SATISFACTION OF THE OWNER ELBOW DOWN OR DROP THOSE REQUIRED BY BOTH. SHOULD THERE APPEAR TO BE DISCREPANCIES I AND THE ARCHITECT. I VTR VENT THRU ROOF G.I.-1 GREASE INTERCEPTOR ZURN MODEL Z-1170-700 - - 4" 2" RATED NOMINAL 35 GPM FLOW, 70 LBS OR A QUESTION OF INTENT, THE PLUMBING CONTRACTOR SHALL REFER TO THE I (3-COMP SINK) RETENTION CAPACITY, RECESSED INSTALLATION ARCHITECT/ENGINEER FOR DECISIONS, FURTHERMORE, HIS INTERPRETATION I EACH CONTRACTOR SHALL SUBMIT TO V VENT HB HOSE BIBS SOUSA DESIGN ARCHITECTS FOR SHALL BE FINAL, CONCLUSIVE, AND BINDING. I APPROVAL: SHOP DRAWINGS, SAMPLES, I I W/ W TH STRAINER 10. WITH THE SUBMISSION OF BID, THE PLUMBING CONTRACTOR SHALL HAVE I CUTS OF ALL THE ITEMS OF WORK WH NON-FREEZE WALL HYDRANT NOTE AGREED TO HAVE INCLUDED THE COST OF ALL REQUIRED ITEMS IN HIS I PRIOR TO THEIR INCLUSION IN THE -�I f--- UNION PROPOSAL AND THAT HE WILL BE HELD RESPONSIBLE FOR THE APPROVED I CONSTRUCTION. ALL ITEMS TO BE SATISFACTORY FUNCTIONING OF THE ENTIRE SYSTEM WITHOUT EXTRA I INCLUDED SHALL BE APPROVED FOR 1. ALL HANDICAPPED ACCESSIBLE PLUMBING FIXTURES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE COMPENSATION. i USE IN THE TOWN OF HYANNIS AND i MASSACHUSETTS ARCHITECTURAL ACCESS BOARD CODE AS APPLICABLE. I SHALL HAVE AN ASTM AND UL NUMBER 2. PROVIDE ALL CARRIERS AND SUPPORTS REQUIRED FOR THE INSTALLATION OF ALL PLUMBING FIXTURES. FIXTURE 11. CONTRACTOR SHALL FURNISH AND INSTALL MANUAL AIR VENTS AT SYSTEM HIGH I WHEN SUCH ITEMS REQUIRE THIS POINTS AND HOSE BIB DRAINS AT LOW POINTS. DESIGNATION. EACH CONTRACTOR CARRIERS AND SUPPORTS SHALL BE AS RECOMMENDED BY THE FIXTURE MANUFACTURERS 12 ALL PIPING PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE FIRE CAULKED. SHALL CO-ORDINATE HIS WORK WITH 3. SUBSTITUTIONS WILL BE CONSIDERED AFTER OBTAINING WRITTEN APPROVAL FROM ARCHITECT FOR PROPOSED FIXTURES. I ALL OTHER CONTRACTORS. I USE U.L. LISTED ASSEMBLIES AT PVC PIPE PENETRATIONS (3M OR EQUAL). , 4. ALL WATER, WASTE PIPING AND VALVES UNDER ADA USE SINKS SHALL BE COVERED WITH 'TRUEBRO' PRE-MOLDED INSULATION WITH PVC JACKET 13. ALL SANITARY LINES 3" AND SMALLER IN SIZE SHALL PITCH AT 1/4" PER FOOT. I THE QUALITY OF WORKMANSHIP AND 5. CONTRACTOR SHALL BE RESPONSIBLE TO CONFIRM LEFT RIGHT HAND CONFIGURATIONS FOR WATER CLOSETS, TUBS, ETC. ALL SANITARY LINES 4" AND LARGER IN SIZE SHALL PITCH AT 1/8" PER FOOT. I MATERIALS USED SHALL COMPLY WITH / I ALL TOWN OF HYANNIS AND MA STATE 6. WATER HEATER SHALL BE PROVIDED WITH SAFETY PAN, VACUUM BREAKER, RELIEF VALVE, AND DRAIN VALVE. 14. ALL PORTIONS OF THE WATER AND GAS PIPING SYSTEMS SHALL BE PRESSURE TESTED WITH , BUILDING CODES. DRAWINGS SUBJECT I _ COMPRESSED AIR FOR 2 HOURS AT 150 PSI. NO LOSS OF PRESSURE SHALL OCCUR. TO APPROVAL BY ALL GOVERNMENTAL I ' °' ► ALL DEFECTIVE FITTINGS AND PIPING SECTIONS SHALL BE REPLACED UNTIL PRESSURE TEST I AGENCIES HAVING JURISDICTION ALL �} NEW CONSTRUCTION TO COMPLY WITH _.�L t"'^'l -._. �.jt�.,•^'' a i.% \ E�t .fit,...• I APPLICABLE HANDICAPPED 15. CONTRACTOR SHALL CONFIRM ALL PLUMBING CONNECTIONS AT FIXTURES BEFORE INSTALLING I ACCESSIBILITY LAWS. - -- --- --- ---- - -- -- -- - - -- --- --- -------- - ------ -- ------- ---- -------- ------- -- - -- --- - ROUGH IN PIPING. I I - I"r 16. PRESSURE TESTING SHALL BE CONDUCTED BEFORE CEILING AND WALL FINISH LAYERS ARE I ISSUED FORt I UP INSTALLED. LOCKERS _ _ _ _ I PERMIT / PRICING I 17, THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL SCH 40 CPVC VENT AND COMBUSTION I AIR PIPING FROM WATER HEATER THROUGH ROOF TO CONCENTRIC VENT TERMINAL. I C 0 N S U LT A N T: I I 18. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL TYPE 'M' COPPER DRAIN LINES I FROM KITCHEN EQUIPMENT TO SANITARY FLOOR SINKS VIA AIR GAP, - 19. PLUMBING CONNECTIONS TO FOOD SERVICE EQUIPMENT SHALL BE PER FOOD SERVICE CONSULTANTS PLUMBING ROUGHIN PLANS. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN I ' THESE DRAWINGS PRIOR TO ROUGHING IN ANY PIPING. THE INFORMATION ON THESE DRAWINGS I J sPINKLER jyk1P, .T11IS BASED ON THE LATEST AVAILABLE INFORMATION AT THE TIME OF DRAWING ISSUE. MEA ENGINEERING ASSOC., INC. -.-`-- � ' 20. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A TRAP PRIMING SYSTEM FOR I Mechanical/Electrical Engineers THE TOILET FLOOR DRAINS. I Felton20 Walttham, MA 02453 DRY STORAGE 21, NOT USED - -- --- - ---- 22. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL TYPE 'M' COPPER DRAIN LINES I PHONE NO: (781) 894-6730 FROM FOOD SERVICE EQUIPMENT INDIRECT WASTE CONNECTIONS TO FLOOR RECEPTORS VIA AIR GAPS. I FAX NO: (781) 647-3542 23. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL TYPE 'M' COPPER DRAIN LINES I FROM WALKIN COOLER AND FREEZER EVAPORATOR UNITS TO FLOOR RECEPTORS VIA AIR GAPS. I INSULATE DRAIN LINES WITH 1" PIPE INSULATION WITH PVC JACKET. HEAT TRACE FREEZER I EVAPORATOR DRAIN LINES. I SOUSA design 24. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL INDIVIDUAL 'SYMMONS' (OR EQUAL) I A r c h I t • a t s I 1107 TEMPERING VALVES AT EACH LAVATORY (PUBLIC TOILETS AND FOOD PREP FOR HANDWASHING) , _ 25. PLUMBING CONNECTIONS TO FOOD SERVICE EQUIPMENT SHALL BE PER FOOD SERVICE ' e1 ayt. A02 Sao. CONSULTANTS PLUMBING ROUGHIN PLANS. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN I eo.eN,saouw THESE DRAWINGS PRIOR TO ROUGHING IN ANY PIPING. THE INFORMATION ON THESE DRAWINGS I sis.en.e�oo I W1p1N.NYNIN�I�11A0111 I IS BASED ON THE LATEST AVAILABLE INFORMATION AT THE TIME OF DRAWING ISSUE. I I I I I I I I I I I I 1 `` ' CARBON MONOXIDE DETECTION SPECIFICATION , ��. -�V\Akar I (THIS DETAIL OCCURS TWICE: MAIN HOOD, WOK HOOD) I ► ; I Remote Carbon I � iCFdALE LOW VOLTAGE WIRING Sensor Monoxide r I INCLUDED IN THE CONTRACT I OF THE PLUMBING CONTRACTOR. THE PLUMBING CONTRACTOR SHALL HIRE A LICENSED I Job M -- ELECTRICIAN TO WIRE THE Low voltage I I CARBON MONOXIDE Power Source Drawn bV1 W.K. Ckd A.E.M. CONTROLS. (24v) IUj I Q CARBON MONOXIDE DETECTION REOUIEMENTS Manual I Det•1 05,09.2016 Building Power (approved alternate method to Exhaust Fan Draft Reset ( Failure Monloring) Supply (120V) Relay I I 1 W 1) If doctor senses carbon monoxide (or falls) O 1 atria qae valve to close. Valve to remained I Revisions closed until alarm condition clears and manual reset relay Is reset. I , I 2) Carbon monoxide monitoring must be taken from a minimum of 2 separate locations. , 3) Electric gas valve to be Interlocked with a I manual reset relay. Once alarm condition clears, I Ivalve can only be re-opened manually. toy I 4) In case of carbon monoxide detection, system I I must sound an audible alarm. I 3) No pilot bypass line Is allowed. Pilots can I only remain lit during non-alarm condition. I I , I , I , 1 BEER COOLER I PLUMBING GENERA L I I NOTES, FIXTURE I SCHEDULE, LEGEND , I - I AND BASEMENT I I PLAN I BASEMENT PARTIAL PLUMBING PLAN I SCALE: Y4"=1'-O" I - I P i !---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SHEET 1 OF JASMINE --- } -- --- --- -� -- BLOSSOM so i - --- II DN - y �-- ---r". —fir t- up �- 3 " - - ------- - I 574 MA-132 HYANNIS, MA 02601 ��FFICE � , � �- -- I M'( 1 YEE E LOYEE - \ r I�ES OOM REST�dOCM - - - -- 8 8 —� --I-- - -- (, - rEl El El _ N -� (__ - _ _J ALL DRAWINGS, SPECIFICATIONS AND --- \ _. I ^fix M �N�S ? — _.\ ARCHITECTURAL DESIGNS ARE THE _ '' — PROPERTY OF SOUSA DESIGN C58 ARCHITECTS AND SHALL NOT BE I� — ! "— REPRODUCED OR USED ON THIS OR _ ----------- --- - ANY OTHER PROJECT WITHOUT 0 0 0 WRITTEN CONSENT FROM THE ELEC. PANELS - _ THE CONTRACTOR SHALL CHECK AND - � i I __ _ VERIFY ALL DIMENSIONS AND EXISTING \\ 4 CONDITIONS ON SITE PRIOR TO BEGALL 1 DISCREPANCIES I NNNING ANY OWRIT NGOTOTSOUSA 14 � _ I — DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND *To k1l - 53 � ACCEPT FULL IBILITY ---- FOR SAME. DRAWINGS SHALL NOTE -WOMEN'S Ll 12 SCALED.ALL WORK SHALL BE CARRIED 13 035 — .D (`� {i w OUT IN ACCORDANCE WITH THE EXISTING, T - ( ___ /� 'I I FREEZER EXISTING MECH (5D2 -- mLu -- TO THE SATISFACTION OF THE OWNER 34 I — 55 - AND THE ARCHITECT. I I I __ EACH CONTRACTOR SHALL SUBMIT TO N �W Wo(f- LI ICE I. I — / / 56 - �. / I G ! C I GN ARCHITECTS FOR APPROVAL SOUSA (SHOP DRAWINGS, SAMPLES, CUTS OF ALL THE ITEMS OF WORK �� Hw 57A _ _ PRIOR TO THEIR INCLUSION IN THE C53 - 53 CONSTRUCTION. ALL ITEMS TO BE L❑J L = 5� `- - INCLUDED SHALL BE APPROVED FOR USE IN THE TOWN OF HYANNIS AND 17 G'T� (4�5�A ' SHALL HAVE AN ASTM AND UL NUMBER J COLD BUFFET HOT BUFFET WHEN SUCH ITEMS REQUIRE THIS �. �� C G�t-�Ham- i w,� - - 7-1 w DESIGNATION. EACH CONTRACTOR �_ SHALL CO-ORDINATE HIS WORK WITH W�75� �X' > ALL OTHER CONTRACTORS. �- --�- -- - 8 367 \\ SI N S. w KITCHEN SERVICE U) THE QUALITY OF WORKMANSHIP AND �— I) — - n �\ �� MATERIALS USED SHALL COMPLY WITH ALL TOWN OF HYANNIS AND MA STATE 17 DINING 3 BUILDING CODES. DRAWINGS SUBJECT H 9 12 TO APPROVAL BY ALL GOVERNMENTAL 6 SERVICE TABLE ( AGENCIES HAVING JURISDICTION ALL ❑ 43 NEW CONSTRUCTION TO COMPLY WITH ❑H (` � - - -- BAR �, APPLICABLE I( — - _ 21 L5 ACCESSIBILITY LAWS.HANDICAPPED 5 32 43 �� 30 31 �� 44 - 4 x — — $ I� ISSUED FORT I � � 21 O �� 77\ 42 - �-- �14� L 44 POS 18 �(c.H ` J `i` - -- f�J 50 46 PERMIT / PRICING { 3 -I CONSULTANT: 18" x 90� 41 � I 49 �❑ 12 2 r,r 46 61 50 19 59 17A g - , �. 1 ( 12 - 27 26 28 SUSHI B 47 _ - -6y 6 20 21 - - 63 39A - - - -15- - '-� Ei 4i Pos ri- MEA ENGINEERING ASSOC., INC. C29 40 1 -- 60 E _ 41 Mechanical/Electrical Engineers ..- � II t' 50A • l j, x � 20 Felton Street _ Waltham, MA 02453 _ ' �� PHONE NO: (781) 894-6730 `R �2VkW FAX NO: (781) 647-3542 o O 16 SERVICE 4 -- , - � TER FEf URE — �f - =_-- -- - - --- - SOUSA design A r a h I t • a t a O - \ D Q Q o p I •1 Bodeen Aknef,!nd Rloer +— 1 -- —- 1 --- -- --G R- R f` -- — 1 -- - lam•—� 1 �'I �� , sod",AAA 024" I V PRIVATE DINING - - VIA I �n.Apf.��oo 50 www.eeusededgnae _I , L ALF� P3. E. N 6 6 6 \_ p MOCCINI ^' • J \AJAITING DINING 1 HOST 36 16 12 El SERVICE Job 0 '-- I- —� Drawn bin W.K. CkA� 6yA A.E.M. Data] 05.09.20115 PATIO 20 �. , Revisions 0 WASTE AND VENT PIPING PLAN WASTE AND VENT SCALE: Y4"=1'-0" PIPING PLAN P - 2 SHEET 2 OF - EXISTING SKYLIGHT TO REMAIN, TYP. i SPRINKLER GENERAL NOTES JASMINE - _ - - - - - --- - - ----- - --- 1. THE ENTIRE SPRINKLER INSTALLATION SHALL MEET THE MINIMUM REQUIREMENTS BLOSSOM U00 � -- -- - OF THE NATIONAL FIRE PROTECTION ASSOCIATION, COMMERCIAL RISK INSURES ER 0 ETR f I I I i I ( (I.S.O. ), THE OWNER'S INSURANCE UNDERWRITERS, THE LOCAL FIRE DEPARTMENT, 574 MA-132 I- ­1 IF I AND THE LOCAL BUILDING DEPARTMENT. HYANNIS, MA 02601 NEW - o u o r , r I 2. THE CONTRACTOR SHALL FILE FOR, SECURE AND PAY FOR ALL PERMITS, FLOW j ETR i NEW , ETR +�wB CEILING R ETR j I 0 , �- I - ETR 0 a,_s„ A-F F I I I TEST FEES, AND APPROVALS REQUIRED, INCLUDING THE APPROVAL OF THE 1" 0 0 I .1-� I L ( i I OWNER'S INSURANCE UNDERWRITER, AND THE LOCAL FIRE DEPARTMENT. ETR 0 ETR i I1 I ER VZ T11 3. THE SPRINKLER PIPING SHALL BE INSTALLED AND TESTED IN ACCORDANCE D WITH APPLICABLE N.F.P.A. CODES. THE TESTS SHALL BE WITNESSED BY THE J I ' /` ET" �- OWNER'S INSURANCE REPRESENTATIVE, WHO SHALL BE GIVEN SUFFICIENT I NOTICE OF THE TEST TIME AND DATE. ALL DRAWINGS, SPECIFICATIONS AND i _ ARCHITECTURAL DESIGNS ARE THE ----- _ I - PROPERTY OF SOUSA DESIGN NEW 4. THE SPRINKLER CONTRACTOR SHALL BE HELD RESPONSIBLE TO HAVE VISITED ARCHITECTS AND SHALL NOT BE 1 O ETR THE SITE PRIOR TO SUBMITTING HIS ESTIMATE AND TO HAVE EXAMINED AND REPRODUCED OR USED ON THIS OR OETR O ETR 0 ETR E - ( � I i -- - -- FAMILIARIZED HIMSELF WITH THE SITE CONDITIONS OF THE PROJECT. HE SHALL ANY OTHER PROJECT WITHOUT �� -__- / ---1- COMPARE THE DRAWINGS AND THESE SPECIFICATIONS WITH THE RESULTS OF HIS WRITTEN CONSENT FROM THE L4 I----- -------- ___- I EXAMINATION OF THE SITE AND ASSURE HIMSELF THAT ALL REQUIREMENTS FOR A ARCHITECT. 1 ` COMPLETE SYSTEM ADDITION MAY BE FULFILLED. NO EXTRA PAYMENT WILL BE THE CONTRACTOR SHALL CHECK AND 'T— O ETR ALLOWED TO THE SPRINKLER CONTRACTOR BECAUSE OF UNFAMILIARITY WITH VERIFY ALL DIMENSIONS AND EXISTING THE SITE CONDITIONS OR REQUIREMENTS. CONDITIONS ON SITE PRIOR TO ETR ; J I BEGINNING ANY WORK. REPORT ALL DISCREPANCIES IN WRITING TO SOUSA EW I _ I DESIGN ARCHITECTS BEFORE II i Gw8 c1 1uNG __ - _emu}.__ 5. IF THERE ARE ITEMS NOT IDENTIFIED ON THE DRAWINGS WHICH SHALL AFFECT PROCEEDING WITH THE WORK AND --- �� / ,�_ r3' e3" A.F.F ,� ECTUW-(D B.O. AINTED _ E THE SPRINKLER INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHALL ACCEPT FULL RESPONSIBILITY 1 9' p '�; GJVB SOFFIT - -- FOR SAME, DRAWINGS SHALL NOT BE _; ETR I OF SUCH ITEMS IN WRITING. y 0 W-3" A.F.F I SCALED. ALL WORK SHALL BE CARRIED -- ---- -- -- -- --- - -- -- - - -- t -- i, ___-- - ___ OUT IN ACCORDANCE WITH THE EXISTING ETR - ' 0 t' ETR j 1 I 6. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL PIPING CUT DIMENSIONS DRAWINGS AND SPECIFICATIONS,AND FREEZER - -- 0 - �j AND FIELD VERIFICATION OF BUILDING DIMENSIONS. TO THE SATISFACTION OF THE OWNER ER 0 ETR �_ __ - I I I AND THE ARCHITECT. ETR �, I ( ( / I 0F IETR = i I - ET I - __-.- — 7. SUBMIT SIX (6) COPIES OF SHOP DRAWINGS AND EQUIPMENT "CUTS" TO THE 0 1 i I I 0 t i EACH CONTRACTOR SHALL SUBMIT TO �/ ' I( I _ I;I I t ARCHITECT AND ENGINEERS FOR APPROVAL AFTER OBTAINING FIRE SOUSA DESIGN ARCHITECTS FOR ---- - ( I L DEPARTMENT AND INSURANCE UNDERWRITERS STAMPS OF APPROVAL, APPROVAL: SHOP DRAWINGS, SAMPLES, ��� CUTS OF ALL THE ITEMS OF WORK C (i1 (�, / I SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT ANY AND PRIOR TO THEIR INCLUSION IN THE �J l i j - I ALL CHANGES REQUIRED BY THE FIRE DEPARTMENT. SPRINKLER CONTRACTOR CONSTRUCTION. ALL ITEMS TO BE INCLUDED SHALL BE APPROVED FOR SHALL BEAR FINANCIAL RESPONSIBILITY FOR THESE CHANGES IF CONTRACTOR USE IN THE TOWN OF HYANNIS AND ETR ETR ETR - ! FAILS TO OBTAIN FIRE DEPARTMENT APPROVAL OF SHOP DRAWINGS. SHALL HAVE AN ASTM AND UL NUMBER ETR ETR _ WHEN SUCH ITEMS REQUIRE THIS 0_ — 0 G'NB SOFFIT 0 0 I PRIOR TO COMMENCING SPRINKLER WORK. DESIGNATION. EACH CONTRACTOR G $'-3" A.F.F _ I 8. MATERIALS SHALL BE U.L. LISTED AND FACTORY APPROVED. SHALL CO-ORDINATE HIS WORK WITH L ALL OTHER CONTRACTORS. T— r--------------- - A. PIPE: BLACK STEEL, SCHEDULE 40 - PITCH 1" PER 10 FEET TO DRAIN - (: I ETR - ------ - - -- ---- -- L --� E�`R I THE QUALITY OF WORKMANSHIP AND ` J - -- B. FITTINGS 125 LB. CAST IRON THREADED. MATERIALS USED SHALL COMPLY WITH ER _ 0 �� `�'� I _---- ALL TOWN OF HYANNIS AND MA STATE \ ` I BUILDING CODES. DRAWINGS SUBJECT O STIC CEIL G . IL s r _ C. SPRINKLERS 1/2 ORIFICE, K-5.6 PENDANTS. CONCEALED OR SEMIRECESSED AS TO APPROVAL BY ALL GOVERNMENTAL C 9'-0" A.F.F — 14 _ R JI(-F IT � _ ;I - I NOTED ON PLAN. WITH CHROME ESCUTCHEONS OR FACTORY PAINTED AGENCIES HAVING JURISDICTION ALL L-iI COVER PLATES AS APPROPRIATE FOR TYPE OF HEAD. COVER PLATES NEW CONSTRUCTION TO COMPLY WITH DF1 _ _ APPLICABLE HANDICAPPED -- - i ETR I I SHALL BE FACTORY PAINTED TO MATCH CEILING COLOR. ACCESSIBILITY LAWS. �E - c �-� (� I o I - L ! - 0 �� I I 9. MAXIMUM SPACING SHALL BE 200 SQ.. FT.. / HEAD. IN PUBLIC AREAS. MAXIMUM SPACING SHALL BE 130 SQ.. FT.. / HEAD. IN SERVICE AREAS. ISSUED FORT �� 10. CONTRACTOR SHALL COORDINATE THE WORK WITH THAT OF OTHER TRADES. PERMIT / PRICING - - R E ETR - 0 T i C _ I 11. SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE EXACT LOCATION OF SPRINKLER HEADS WITH ARCHITECTURAL REFLECTED CEILING CONSULTANT ❑CCiC ❑ I ( ( I PLAN, ELECTRICAL LIGHTING PLAN, AND MECHANICAL DIFFUSER LAYOUT PRIOR j 1 �GC� 1�� Y TO INSTALLATION. -T TUM ,gib .O. S I CTURE AINTEDt8' 6 5r F.FE--' j I , -__-- 12 (OR SPRINKLER OTHER TIME AS REQUIRED) TO PROVIDE FIRE A MINIMUM OF DEPARTMENT FOR2EACH• DOWN NOTIFICATION TIME REQUEST. E G�. s r, l --------_ 13. CONTRACTOR SHALL INCLUDE THE COST OF A FIRE DEPARTMENT FIRE WATCH E - 1'► / I i - _ , ,-� - - 1 1_� ETR ;j - _ - - - I _ i TR IN HIS PRICE AS A SEPARATE LINE ITEM FROM THE MAIN PRICE. MEA ENGINEERING ASSOC., INC. HI 14. SPRINKLER CONTRACTOR SHALL INSTALL ALL NEW HEADS AND VERIFY FINAL Mechanical/Electrical Engineers AF - -- - --- _ SPRINKLER HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION. 20 Felton Street 15. ALL SPRINKLER HEADS SHALL BE CENTERED IN CEILING TILES WHEREVER APPLICABLE. Waltham, MA 02453 / a _ I v PHONE N0: (781) 894-6730 j I I ETR 16. ALL NEW BRANCH PIPING & HEADS SHALL BE CONNECTED TO EXISTING SPRINKLER FAX N0: (781) 647-3542 --- ---�, o ( GRID P "_ SPECIFIED ON DRAWINGS CONNECTION POINT SHALL BE TO A MINIMUM 2 SIZE MAIN, L- at ATE f—� 17. CONTRACTOR SHALL BE RESPONSIBLE TO DRAIN AND FILL SYSTEM. ETR ETR -- - k � 18. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE SPRINKLER SYSTEM SOUSA design 0 0 0 , CTE _ _ __ ETR ETR TO ACTIVE STATUS AT THE END OF EACH WORK DAY OR PROVIDE A FIRE DEPARTMENT A r c h i t s c t s - o � FIRE WATCH (CONTRACTOR OPTION). 81 soyi.eon suet%sad Fhw �T ET7� i \ 19. BEFORE FINAL FILL CONTRACTOR SHALL PRESSURE TEST PIPING AT 200 PSI FOR 2 HOURS. '°''°"�""'°"" I I e1�.S79.'1oo I I 20. CONTRACTOR SHALL FURNISH AND INSTALL SEISMIC BRACING AS SPECIFIED AND www."usedeOgn.com 0 ETR -- I RECOMMENDED BY N.F.P.A. 13. ETR I / TE UM .O. ST /TUR , PAINT \ / �y�UrRK4S 9'-11" A y 0 _ --1 SPRINKLER LEGEND �, F �'1 --------- EXISTING SPRINKLER PIPING TO REMAIN Ir , G B SOFFIT .f E� TING FAUXA: S TO ► ETR E I ETR C Is�l > ' 8'-3" A.F.F iR� AIN, TO B 1�iN ED ��-� EXISTING SPRINKLER PIPING TO BE REMOVED NEW j � • NEW CONCEALED PENDENT HEAD. QUICK RESPONSE C. K-5.6, 1/2 ORIFICE, 155-F RATING, COVER PLATE FACTORY V 0 ETR TECTUM ,� B.O. STRUCTURE, PAINTED t \ PAINTED TO MATCH CEILING. COORDINATE WITH ARCHITECT. 9'-7 112" A.F.F NEW ---�'1 0 NEW EXPOSED UPRIGHT HEAD. QUICK RESPONSE T E I ETR E ✓ K-5.6, 1/2 ORIFICE, 155'F RATING. COVER PLATE FACTORY L t PAINTED TO MATCH CEILING. COORDINATE WITH ARCHITECT. Job M --- OE I OE 0 Tf�-- " --0 ET " 0' R i /;, DRY OE NEW DRY COOLER PENDENT HEAD. QUICK RESPONSE 1 1.25 1.5 1.5 - - - -- -- - -, \ DRY K-5.6, 1/2 ORIFICE, 155E RATING. Drawn bye W.K. Ckd b3a A.E.M. - NEW DRY SIDEWALL SPRINKLER HEAD. QUICK RESPONSE _ ° _ it �[ C - �' '` ' K-5.6, 1/2" ORIFICE, 1550F RATING. Datae 05.09.2016 NEW NEW NEW NEW NEW I j `; 1" NEW SPRINKLER PIPING WITH INDICATED NOMINAL PIPE SIZE REMOTE TEST CONNECTION NEW 1" ER Ravlslons SHALL REMAIN NEW SIDEWALL SPRINKLER COVERAGE AT EXTERIOR DINING AREA. ! REMOVE EXISTING UPRIGHT SPRINKLER HEAD. EXTEND NEW PIPING _ I I TO NEW CONCEALED PENDENT HEAD(S) AS NOTED. _ 7 I j c c I NEW 1" ER REMOVE EXISTING UPRIGHT SPRINKLER HEAD. INSTALL NEW UPRIGHT i I I II I I i l l , HEAD TO PROTECT CEILING CAVITY. EXTEND NEW BRANCH PIPING TO NEW CONCEALED PENDENT HEAD(S) AS NOTED. j ELI X - r REMOVE EXISTING SPRINKLER AND BRANCH TO CROSS MAIN EXPOSED UPRIGHT OR PENDENT AS NOTED BY SYMBOL. -- __________ CIE___ --- CONNECT NEW SPRINKLER PIPING TO EXISTING AT THIS POINT -` -- NEVV A`�^INING CANOPY. SEE 3/A-3 3 FOR r ENTIRE EXISTING SPRINKLER SYSTEM IS A DRY SYSTEM. ADDITIONAL DETAILS (TYP.) ETR SPRINKLER FLOOR EXISTING ATTIC PROTECTION SPRINKLERS SHALL REMAIN ..) EXISTING EXPOSED UPRIGHT SPRINKLER HEAD SHALL REMAIN EXISTING BASEMENT ETR PLAN , GENERAL E ENT SPRINKLER COVERAGE SHALL REMAIN. 7 EXISTING PENDENT SPRINKLER HEAD SHALL REMAIN NOTES, A N D SPRINKLER PLAN ETR SCALE: Y4'=1'-O" REMAIN. BASEMENT SPRINKLER EQUIPMENT AND SERVICE ENTRY SHALL ♦ EXISTING SIDEWALL SPRINKLER HEAD SHALL REMAIN LEGEND EXISTING SPRINKLER SYSTEM REMOTE TEST CONNECTION AND 4" STORZ FIRE DEPARTMENT CONNECTION SHALL REMAIN. S P 1 SHEET 1 OF 1 JASMINE ALL WIRING AND DEVICES SHALL MEET THE REQUIREMENTS OF THE MASSACHUSETTS BLOSSOM NEW ADDRESSABLE FIRE ALARM ELECTRICAL CODE. COMPLY WITH ALL ADA, NFPA72 AND LOCAL CODES. 13Z 574 MA F.A.V. C . P . VOICE CONTROL PANEL 60HR BATTERY BACK UP EXISTING EXISTING F.A. C . P , ADDRESSABLE FIRE WIRING AND CABLE HYANNIS, MA 02601 FS FLOW SWITCH TS TAMPER SWITCH ALARM CONTROL PANEL • WIRING AND CABLE SHALL BE UL LISTED FOR FIRE ALARM USE AND BE A MINIMUM OF AWG 18/2 UTP FOR SLC AS REQUIRED BY LOCAL CODES AND THE AUTHORITY HAVING JURISDICTION. F STROBE LIGHT 15/75 cd K KNOX BOX • WIRE PAIR FORD ON HORNSIRE ORALARM SPEAKERSTAND 2/CL BE UL TWISTED PAIR LISTED AS FIRE FOR SIGNAL PROTECTION SIGNALING CIRCUIT CABLE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, ALL DRAWINGS, SPECIFICATIONS AND ARTICLE 760. ARCHITECTURAL DESIGNS ARE THE ►, �� PROPERTY OF SOUSA DESIGN F Q SPEAKER FIRE ALARM AND ADA STROBE LIGHT 15/7 5 C d • RACEWAYS CONTAINING CONDUCTORS IDENTIFIED AS FIRE ALARM CONDUCTORS SHALL ARCHITECTS AND SHALL NOT BE NOT CONTAIN OTHER CONDUTOR REPRODUCED OR USED ON THIS OR NO AC CURRENT CARRYING CONDUCTORS SHALL BE ALLOWED IN THE SAME RACEWAY ANY OTHER PROJECT WITHOUT WRITTEN C PS FIRE ALARM PULL STATION HE ADDRESSABLE RELAY MODULE • WITH FIRE ALARM CONDUCTORS. ARCHITECTONSENT FROM THE • THE E.0 SHALL RUN 2#14 FOR STROBES,2 C 1NSTALLED 4 TWISTED THE CONTRACTOR SHALL CHECK AND WIRING SHALL BE 2HR FIRE RATED FPLR R IN VERIFY ALL DIMENSIONS AND EXISTING EMT OR FIRE RATED MC CABLE. CONDIOR TO BEGININING ANY WORK.TIONS ON SITE R REPORT ALL SMOKE DETECTOR DENOTES "S " WHEN INTERLOCKED W/ FIRE ALARM SYSTEM • ALL CONDUIT AND BOXES SHALL BE CLEARLY LABELED DISCREPANCIES IN WRITING TO SOUSA S D DESIGN ARCHITECTS BEFORE » C� Fire Alarm S S M 0 K E DETECTOR DENOTES "D " FOR DUCT SMOKE DETECTOR "FIRE ALARM" AND TAGGED. BOXES SHALL BE RED. - PROCEEDING WITH THE WORK AND 6 — 8 • EXIT SIGNS AND EMERGENCY LIGHTS SHALL HAVE THEIR OWN SELF CONTAINED SHALL ACCEPT FULL RESPONSIBILITY FOR SAME. DRAWINGS SHALL NOT BE a U d I O BATTERY POWER SUPPLY. IF LOCAL CODES REQUIRE A DIRECT TAP BEFORE ANY SCALED.ALL WORK SHALL BE CARRIED VI S U a 1 9 �� CIRCUIT BREAKERS THEN INCORPORATE INTO GENERAL ELECTRIC RISER DIAGRAM. OUT IN ACCORDANCE WITH THE >> o >> >> o » DRAWINGS AND SPECIFICATIONS,AND Devices H AUTOMATIC FIXED TEMPERATURE HEAT DETECTOR 190 TO 200 • DO NOT CONNECT EMERGENCY LIGHTS OR EXIT SIGNS TO ANY OTHER LIGHT TO THE SATISFACTION OF THE OWNER FIXTURE. PROVIDE ENTIRELY SEPARATE RACEWAY SYSTEM. AND THE ARCHITECT. • THE E.0 SHALL PROVIDE 1 BUILT DRAWING TO BE EACH CONTRACTOR SHALL SUBMIT TO ( ) SET OF AS SOUSA DESIGN ARCHITECTS FOR ADDRESSABLE MINI INSTALLED IN THE EXISTING SPECIAL CABINET EQUIPPED WITH A LOCK KEY APPROVAL: SHOP DRAWINGS, SAMPLES, > » M ADDRESSABLE MONITOR MODULE M M INPUT M 0 D U LE APPROVED BY THE ENGINEER, ADJACENT TO F.A.C.P �� �� CUTS OF ALL THE ITEMS OF WORK q- — O IN THE EXISTING LOBBY. CABINET SHALL BE MARKED AS BUILT DRAWINGS PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE • REFER TO FLOOR PLANS FOR EXACT QUANTITIES OF ALL DEVICES. INCLUDED SHALL BE APPROVED FOR USE IN THE TOWN OF HYANNIS AND REMOTE TEST SWITCH F.A. R .A. FIRE ALARM REMOTE ANNUNCIATOR SHALL HAVE IT ASREQUIRTM AND LHIS NUMBER R .T. S WHEN SUCH ITEMS REQUIRE THIS EMERGENCY DEVICE DETAILS DESIGNATION. EACH CONTRACTOR SHALL CO-ORDINATE HIS WORK WITH � EMERGENCY LIGHTING UNITS SHALL BE "DUAL-CITE" MODEL EV2-I ALL OTHER CONTRACTORS, FIRE ALARM A AN S U L PULL STATION 0 N LR RELAY FT FIRE ALARM TERMINAL BOX UNITS SHALL BE PROVIDED WITH (2) 1 -WATT ADJUSTABLE LED HEADS THE DUALITY E WORKMANSHIP AND CONSTRUCTED HIGH IMPACT, FLAME RATED, UV STABLE HOUSING. MATERIALS USED SHALL COMPLY WITH PULL STATION ALL TOWN OF HYANNIS AND MA STATE EXIT SIGN UNITS SHALL BE "DUAL-LITE" MODEL EVEU-RW-1 BUILDING CODES. DRAWINGS SUBJECT TO APPROVAL BY ALL GOVERNMENTAL ( E) EXISTING TO REMAIN UNITS SHALL BE PROVIDED WITH (2) 1 -WATT ADJUSTABLE LED LAMPS AGENCIES HAVING JURISDICTION ALL UL 924 LISTED. 90 MINUTE BATTERY ILLUMINATION CAPACITY. NEW CONSTRUCTION TO COMPLY WITH APPLICABLE HANDICAPPED EXIT SIGN/EMERGENCY LIGHTING UNITS SHALL BE "DUAL-LITE" ACCESSIBILITY LAWS. MODEL (EVCU RW-1). UNITS SHALL BE PROVIDED WITH MOUNTING HEIGHTS FIRE ALARM DEVICES DUAL ADJUSTABLE LED LAMPS FOR EMERGENCY LIGHTING HEADS. ISSUED FOR.- UNIT SHALL BE UL 924 LISTED. (90 MINUTE BATTERY ILLUMINATION CAPACITY). PERMIT / PRICING THIS CONTRACTOR SHALL PROVIDE A NEW GRAPHIC FLOOR PLAN CONSULTANT: OF THE RESTAURANT. (COVER WITH PLEXI GLASS) NOT TO SCALE MEA ENGINEERING ASSOC., INC. Mechanical/Electrical Engineers 20 Felton Street Waltham, MA 02453 PHONE NO: (781 ) 894-6730 FAX NO: (781) 647-3542 SOUSA design I- A r c h I t e c t s Z) w.81 Boylston Bt,ind Flow Boston,III►ou" H7.8".91o0 www.sousadosign.som INPUT ACTIVATION ALf cn D � 4C ra� Job 0 1605 Drawn bVi S.P. Ckd bvt T.G. D&tet 05.09.2016 Revisions FIRE ALARM INPUT - OUTPUT MATRIX REFER TO FLOOR PLANS FOR EXACT QUANTITIES OF ALL DEVICES FIRE ALARM SCHEMATIC FIRE ALARM GENERAL NOTES FIRE ALARM NOT TO SCALE GENERAL NOTES FA - 1 1 SHEET 1 OF 2 JASMINE 74,y- BLOSSOM P SDN 75 cd 574 MA-132 OFFICE �.. )._,(L.J . HYANNIS, MA 02601 v v FQ—j C. 4'J.I t, 11I — -- - Al EMPLOYEE 'i- ' EMPLOYEE MEN S `� RESTROOM RESTROOM ;' } ��- F .A,C P, F €X ' l I D F ALL DRAWINGS, SPECIFICATIONS AND P S F a 2� >1`�1 P ARCHITECTURAL DESIGNS ARE THE 30 cd SIN ,L-, 75 cd_ _ PROPERTY OF SOUSA DESIGN 30 cd FOR ANSUL SYSTEM -- - - ARCHITECTS AND SHALL NOT BE ,� -- REPRODUCED OR USED ON THIS OR- -- F _- - WRITTEN CONSENT FROM THE T - ARCHITECT. _ �-- ----- I - THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDM �) I IOR TO BEGININING ANY WORKTIONS ON SITE . REPORT ALL ! I I ILI DISCREPANCIES IN WRITING TO SOUSA DESIGN ARCHITECTS BEFORE PROCEEDING WITH THE WORK AND S D VVOMEN'S � I � I SHALL ACCEPT FULL RESPONSIBILITY S FOR SAME. DRAWINGS SHALL NOT BE ° ° v_ - 8 12 SCALED. ALL WORK SHALL BE CARRIED EXISTING _ - ui ui > _ OUT IN ACCORDANCE WITH THE FREEZER EXISTING (ViECH j D ui DRAWINGS AND SPECIFICATIONS,AND -- '� I TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. id EACH CONTRACTOR SHALL SUBMIT TO SOUSA DESIGN ARCHITECTS FOR i IL APPROVAL: SHOP DRAWINGS, SAMPLES, 2 [DFF HW �` -_ _ I CUTS OF ALL THE ITEMS OF WORK 75 cd i I PRIOR TO THEIR INCLUSION IN THE CONSTRUCTION. ALL ITEMS TO BE C�]] INCLUDED SHALL BE APPROVED FOR ---- - --- - USE IN THE TOWN OF HYANNIS AND F COLD BUFFET HOT BUFFET _ SHALL HAVE AN ASTM AND UL NUMBER 75 cd Lu WHEN SUCH ITEMS REQUIRE THIS 75 cd 0 DESIGNATION. EACH CONTRACTOR O SHALL CO-ORDINATE H13 WORK WITH _ O X KITCHEN D F - _ _ SERVICE Fui ALL OTHER CONTRACTORS. THE QUALITY OF WORKMANSHIP AND �° 75 cd i MATERIALS USED SHALL COMPLY WITH O DINING 3 ALL TOWN OF HYANNIS AND MA STATE ❑ 12 -- — _[❑ BUILDING CODES. DRAWINGS SUBJECT J SERVICE TABLE r TO APPROVAL BY ALL GOVERNMENTAL �� — AGENCIES HAVING JURISDICTION ALL i NEW CONSTRUCTION TO COMPLY WITH ^� 00 L_ - F— E=EIjBAR APPLICABLE HANDICAPPED 00 ll JJ 21 ACCESSIBILITY LAWS. ❑❑ �r `a�: I = I x 00 S ISSUED FORT; 00 PERMIT / PRICING 18" x 90" 13" x 90" r CONSULTANT: 11=j. �QO� Laj > � 12 o _ -D ~ j T. FOR ANSUL SYSTEM 12 6 17, SUSHI B ' - - 10 I > ( - - �- POD., MEA ENGINEERING ASSOC., INC. — i 75 cd 1; Mechanical/Electrical Engineers 20 Felton Street �7�,cd Waltham, MA 02453 PHONE NO: (781) 894-6730 O _- FAX NO: (781) 647-3542 6 SERVICE _ -� ----- >FF WAT RE ------- _ 75 cd - - - $ - - __- - -- F,ARA, K SOUSA design L - -— ! t --.- _1--- ABoylston a Q tereeb e.='d flo • C t JPSF 75 cd F `�/ ` Bootees,MA OU" PRIVATE DINING50 75 cd a www.eeuudoal•n.omn 75 cd I W ti OF 4A.S. r f' x I �j WAITING DINING 1 H��. T '; A��t��'�a 36 16 -- — D FF 12 a-cd ----- 75 cd SERVICE - Job N 1805 � F S - --- Drawn bYi S•P- Ckd 6vt T.G. Dntoj 05,09.2018 WP 75 cd PATIO WP 75 cd j 20 EATING SUMMARY Revislons AR = 23 C—: Ll [:—F El F-1 1-1 F F1 SHI R = 10 S BA I N I = 24 DININ = 36 DINING 2 = 44 DINING 3 = 12 PDR = 54 TOTAL INTERIORS TI ■ 191 P T101 = 20 FIRE ALARM PLAN FA - 2 SHEET 2 OF 2