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Home My WebLink About1471 IYANNOUGH ROAD - Health i PROPOSED TER SHALLOW POND CEN 1471 IYANNOUGH ROAD HYANNIS, MA SHALLOW POND CENTER I 1471 � L ARCHITECTS BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 203 WILLOW STREET SUITE A YARMOUTHPORT, MA. 02675 TEL. (508) 362-8382 FAX. (508) 362-2828 STRUCTURAL ENGINEERING ALLEN & MAJOR ASSOCIATES, INC. 100 COMMERCE WAY, WOBURN, MA. 01 888-01 1 8 TEL. (781) 935-6889 FAX. (781) 935-2896 MECH . ELECT. PLUMB. & FIRE ENGINEERING BUILDING ENG INEERING RESOURCES, INC ' �'583 28 MAIN STREET, BUILDING 3A, NORTH EASTON, MA. 02356 qlr TEL. (508) 230-0260 FAX. (508) 230-0265 o . CIVIL ENGINEERS 0 BAXTER NYE ENGINEERING & SURVEYING ISSUED FOR t 78 NORTH STREET, 3RD. FLOOR, HYANNIS, MA. 02601 0 TEL (508) 771-7502 FAX. (508) 771-7622 CONSTRUCTION t; t a y 0 D3 0613 , 2007 Do o'o c m v 1o_ el_3 o C N N C V V STAMP: th 4yti) hGr{p '? RAS ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS n o AB ANCHOR BOLT HGT. HEIGHT - "��_. NORTH ARROW A.F.F. ABOVE' FINISH FLOOR N.M. HOLLOW METAL TI TITLE SHEET SECTION INDICATOR AO.1 PROJECT DATA SHEET ACT. ACOUSTICAL TILE INSUL. INSULATION Y-`ALETTER IN TOP HALF OF CIRCLE AO.2 CODE SUMMARY SHEET ALUM ALUMINUM INT. INTERIOR A INDICATES THE SPECIFIC SECTION. VICINITY MAP, DRAWING LIST A3.1 THE NUMBER AND LETTER IN THE CI LOCUS MAP, ANOD ANODIZED JT. JOINT BOTTOM HALF INDICATES THE DWG. C2 LEGEND AND GENERAL NOTES @ AT LAG. LAG BOLT No. WHICH THE SECTION APPEARS C3 EXISTING CONDITIONS PLAN S C4 . LAYOUT AND MATERIALS PLAN SMT BASEMENT LAM. LAMINATE + 45.5 NEW SPOT ELEVATION C5 UTILITY PLAN BIT BITUMINOUS LAV. LAVATORY CO SEPTIC SYSTEM DESIGN PLAN co co co CNI BLK BLOCK L. LENGTH 45.5 E EXISTING SPOT ELEVATION C7 GRADING AND DRAINAGE PLAN ca � co BLKG BLOCKING MFR. MANUFACTURER /t--i 45 NEW CONTOURS G8 SEDIMENT AND EROSION CONTROL PLAN � 1010 Gq LANDSCAPING PLAN dS o o SOTT BOTTOM M.O. MASONRY OPENING - 45 EXISTING CONTOUR CIO STORM WATER MANAGEMENT PLAN AND DETAILS u) C11 DETAIL SHEET 1 OF 2 0 B.O.W BOTTOM OF WALL MAT. MATERIAL LEVEL LINE OR WORKING POINT C12 DETAIL SHEET 2 OF 2 U BM BEAM MAX. MAXIMUM I COLUMN COORDINATES * REFERENCE z BLDG BUILDING MECH. MECHANICAL � GRID LINES ALL FIRST FLOOR PLAN � CPT CARPET MIN. MINIMUM A1.2 SECOND FLOOR PLAN ,- CSMT CASEMENT MTD. MOUNTED 101 ROOM NUMBER A1.3 ROOF PLAN = U CK CAULK(ING) NO. NUMBER O DOOR NUMBER A1.4 FIRST * SECOND CORE REFLECTED CEILING PLANS � Z A2.1 EXTERIOR ELEVATIONS pc/3 CLG CEILING NON. NOMINAL OA WINDOW TYPE A2.2 EXTERIOR ELEVATIONS Z U Q o A3.1 BUILDING SECTIONS WALL TYPE w ~ N CLOS CLOSET N.1.C. NOT IN CONTRACT U N N.T.S. NOT TO SCALE A3.2 BUILDING SECTION (Y4" SCALE) � _ � � COL COL MN A4.1 ENLARGED WALL SECTIONS 00 w CONIC CONCRETE O.G. ON CENTER A4.2 ENLARGED WALL DETAILS q INTERIOR ELEVATION NUMBERS A4.3 ENLARGED WALL DETAILS j O° Q o GNU CONCRETE MASONRY UNIT OH. OVERHEAD INDICATE ELEVATION NUMBER A4.4 ENLARGED DETAILS 5 CONST CONSTRUCTION OPNG. OPENING 5 A(o.I 6 LETTER INDICATES THE DRAWING A5.1 WALL TYPES 0� Q CONT CONTINUOUS PNT. PAINT WHERE THE ELEVATIONS ARE A6.1 ENLARGED IST. FLOOR RESTROOM ELEVATIONS OB -7 LOCATED A6.2 ENLARGED 2ND. FLOOR RESTROOM ELEVATIONS OB N r CJ CONTROL/CONSTR. JOINT PTD. PAINTED A6.3 ENLARGED LOBBY ELEVATIONS CTSK COUNTERSUNK PNL. PANEL A REVISION MARK A7.1 WINDOW SCHEDULE, ELEVATIONS $ DETAILS A7.2 DOOR SCHEDULE, ELEVATIONS, t DETAILS DET DETAIL PART. PARTITION A7.3 ROOM FINISSH SCHEDULE DIA DIAMETER PL. PLATE 1- t�� CONCRETE - PLAN OR SECTION 50.1 STRUCTURAL SCHEDULES, LEGEND, t INDEX DIM DIMENSION PLAS. PLASTER 50.2 STRUCTURAL NOTES * SPECIFICATIONS DR DOOR P.LAM. PLASTIC LAMINATE ® BRICK - PLANS OR SECTIONS 50.3 STRUCTURAL NOTES It SPECIFICATIONS DH DOUBLEHUNG PLBG. PLUMBING CONCRETE BLOCK PLANS OR 52.1 FOUNDATION PLAN DRWR DRAWER PLYWD PLYWOOD SECTIONS SECOND FLOOR FRAMING PLAN S2.2 ROOF STEEL FRAMING PLAN Q DWG(S) DRAWINGS) P.T. PRESSURE TREATED PLYWOOD 52.3 ROOF TRUSS FRAMING PLAN W Q DRINKING FOUNTAIN Q.T. QUARRY TILE S3.1 FOUNDATION DETAILS DF 53.2 FOUNDATION DETAILS z O DW DISHWASHER REQ'D REQUIRED STEEL, LARGE SCALE S4.1 STEEL FRAMING ELEVATIONS W Ly ELEC ELECTRIC(AL) REF. REFIGERATOR ROUGH LUMBER 54.2 FRAMING DETAILS U = Q A4.3 FRAMING DETAILS EL. ELEVATION REV. REVISIONS A4.4 FRAMING DETAILS CW Q ELEV. ELEVATOR R. RISER ® FINISH LUMBER z 0cn- FPLO LEGEND t SCHEDULES O EMER. EMERGENCY R.D. ROOF DRAIN INSULATION - RIGID FP2.0 FIRST FLOOR PLAN O O d z EQ. EQUAL RM. ROOM FP3.0 SECOND FLOOR PLAN _ d. 2: Z EXIST EXISTING R.O. ROUGH OPENING � 3:INSULATION - BATT FP4.0 ROOF PLAN O z FP5.0 SPECIFICATIONS- OR EXG. SECT. SECTION `��``,``�`�`� EARTH � O >" _ E.J. EXPANSION JOINT SCHED. SCHEDULE � �� PLO LEGEND, DETAILS * SCHEDULES P2.0 BURIED PIPING PLAN J EXP. EXPOSED SPEC. SPECIFICATIONS COMPACT GRAVEL P3.0 FIRST FLOOR PLAN J r P4.0 SECOND FLOOR PLAN EXT. EXTERIOR SL. SIDELIGHT = d" FIN. . FINISHED STD. STANDARD WELDED WIRE MESH P5.0 ROOF PLAN P(o.0 SPECIFICATIONS r F.A. FIRE ALARM StP SHELFtPOLE PROPERTY LINE F.B.O. FURNISHED BY OWNER STL. STEEL M1.0 LEGEND, SCHEDULES DETAILS CENTER LINE M2.0 FIRST FLOOR PLAN F.E. FIRE EXTINGUISHER SUSP. SUSPENDED M3.0 SECOND FLOOR PLAN FL. FLOOR(ING) THK. THICK M4.0 ROOF PLAN M5.0 SPECIFICATIONS FLUOR. FLUORESCENT T*B. TOP*BOTTOM M(o.0 SPECIFICATIONS FT. FOOT T*G TONGUE*GROOVE E1.0 LEGEND * SCHEDULES FTG. FOOTING T.O.F. TOP OF FOUNDATION ELI SITE PLAN ELECTRICAL DETAILS TITLE: FND. FOUNDATION '` T.O.W. TOP OF WALL E2.1 FIRST FLOOR PLAN FURR. FURRED(ING) T. TREAD E2.2 SECOND FLOOR PLAN E2.3 ROOF PLAN GAS TYP. TYPICAL E3.1 DETAILS, SGNEDULES $ SCHEMATICS GALV. GALVANIZED UNFIN. UNFINISHED DRAWINGS ARE E4.1 SPECIFICATIONS PROJECT DATA G.C. GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD REPRESENTATIONAL ONLY E4.2 SPECIFICATIONS DO NOT SCALE SHEET GL. GLASS/GLAZING VIN. VINYL DRAWINGS GR. GRADING VCT. VINYL COMPOSITION GWB. GYPSUM BOARD TILE HDBD HARDBOARD VWC. VINYL WALL COVERING HDWD. HARDWOOD WC. WATER CLOSET DATE ISSUED: : HVAC. HEATING, VENTILATING, � W. WIDE/WIDTH 06.13.2007 AIR CONDITIONING W/ WITH MASS. ARCH. ACCESS BOARD DIMENSIONAL REQUIREMENTS AS APPLICABLE REVISIONS: HDWR. HARDWARE W/O WITHOUT N.N.M. WELDED WIRE MESH PULL SIDE LATCH SIDE LATCH SIDE - - 'X••30 IF Y-W' suDING PULL SIDE PULL SIDE 'X-:Z' IF M-5A' �R SLIDING OR NG W D. WOOD FOLDING DOOR DOOR r- f �� n c� f p P-796• ' NAS A o 'QI�+J� IF DOOR TWO DOORS IN SERIES a 9C 1�5 A CLOSER 4`'Q' 1X'•12' IF DOOR NAS N W-0 MIN. IF DOOR HAS A CLOSER AND A LATCH ��R 6 CLOSER AND A LATCH PUSH SIDE SLIDE SIDE PUSH SIDE PUSH SIDE DRAWN BY: CLS 3 O I C y i DEVICE OR� i4 CENTERLINE OF HANDLE DG 'x'-.a'-s WHERE SIDE C-001 5-06 PROJECT #: SEMI-RECESSED FIRE ACCESS 19 POSSIBLE -o EMINGUESHER CABINET 0 o DEVICE OR a MORE THAN S"m NOT 4 FRaI,wr a o Z:q K j 'XI-W-O' WHERE ONLY FROMT DRAWING NO.: I r1t, TY -� Coma, P. FACE OF FINISH WALL ACCESS 19 POSSIBLE o TA �+T APPROACH .CABINET PULL STATION CTILE SIGNAGE FIRE EMINGUI9NfR FlRE ALARM ACGE551 AND FIRE ALARM IDE SHF1.F AND DUPLEX cn0 c CLEARANCES FOR ITEM CLEARgrX5 FOR ITEM PULL STATION 0 SIDE APPROACH RECEPi'ACL.E FOR TOO EGIUIPHENT REQUIRING N.C.ACCESS REWIRING H.C.ACCESS ! c U C 'A 0A0il _ O O C O N� :V F- L STAMP: ARr" BUILDING CODE SUMMARY ODE SUMMARY LOCAL REGULATIONS GENERAL CODE, BARNSTABLE CH.240 ZONING MASSACNUSETTS STATE BUILDING GODS, 780 CMR 6TH EDITION 10 H BUILDING C PROJECT: T r MASSACHUSETTS STATE BUILDING CODE, 780 CMR GTH EDITION SHALLOW POND CENTER 1471 IYANN❑UGH ROAD (ROUTE 132), HYANNIS MA PROJECT: SHALLOW POND CENTER 1471 IYANN❑UGH ROAD (ROUTE 132), HYANNIS MA LOCATION: 1471 IYANNOUGH ROAD LOCATION: ROUTE 321 HYANNIS, MA 1471 IYANNOUGH ROAD ROUTE 321 GENERAL BUILDING INFORMATION: HYANNIS, MA PROPOSED STRUCTURE IS 2 STORY, UNPROTECTED STEEL FRAME CONSTRUCTION WOOD FRAMED ROOF GENERAL BUILDING INFORMATION: SLAB ON GRADE, CONCRETE FOUNDATION WALL, AUTOMATIC FIRE SUPPRESSION SYSTEM, FIRE DETECTION SYSTEM PROPOSED STRUCTURE IS 2 STORY, UNPROTECTED STEEL FRAME CONSTRUCTION WOOD FRAMED ROOF SLAB ON GRADE, CONCRETE FOUNDATION WALL, AUTOMATIC FIRE SUPPRESSION SYSTEM, FIRE DETECTION SYSTEM FIRST FLOOR 8547 G.S.F. w M o SECOND FLOOR 8571 G.S.F. TOTAL Ist. It 2nd. 171125 g.s.f. Q � o C? C? REGULATIONS AND STANDARDS: LOCAL ZONING BY-LAWS co LO co6 O O Regulations and Standards: Massachusetts. State Building Code, 780 CMR, 6th, Edition o 0 U ITEM SECTION TABLE PAGE NO. REQUIREMENTS PROPOSED U ITEM SECTION TABLE PAGE NO. REQUIREMENTS/ PROPOSED DESIGNATION z USE REGULATIONS: ZONING DISTRICT 240.5 2 ZONING DISTRICT "B" OFFICE/ BUSINESS � WELL HEAD PROTECTION N/A USE REGULATIONS: OVERLAY DISTRICT 240.5 3 SITE PLAN 110.4 21 REQUIRED PROVIDED WB ZONE 11 t RPOD WATER SUPPLY 111.4 21 REQUIRED PROVIDED z 240.5 2500 SQ.FT./10 UNITS PLUS N/A t8o4 i8o4.3 310/4g7 REQUIRED PROVIDED LOT SIZE 250 EACH EXTRA UNIT GEOTECHNICAL EVALUATION 0 LO Q LOT FRONTAGE 240.5 20 125' MINIMUM USE GROUP CLASSIFICATION 3ov423/427 47/g3/104 USE GROUP B- BUSINESS OFFICE/ BUSINESS z o 0 5 20 30' MINIMUM CONSTRUCTION TYPE Cn 603 121 5B UNPROTECTED COMBUSTABLE � U W FRONT SETBACK 24 O 240.5 20 30' MINIMUM HEIGHT LIMITATIONS 503 503 113/114 2 STORY, 40 FEET 2 STORY, 39 FEET EnQ � o AREA & BULK SIDE SETBACK REGULATIONS REAR SETBACK 240.5 20 20' MINIMUM AREA LIMITATIONS 503 503 113/114 14,400 GSF IST. FLR. 8,547 2ND. FLR 8571 ■B � S FIRE WALLS/PARTY WALLS ■B � 2 707 128 REQUIRED PROVIDED ■� 0 BUILDING HEIGHT 240.5 ig 30' MAX ■B FIRE PROTECTION CONST. DOCS. 903•t•1 14q REQUIRED PROVIDED BUILDING AREA N/A N/A FIRE RES. RATING EXT. WALLS 507.2.1 507.2 115 REQUIRED PROVIDED BUILDING COVERAGE N/A N/A FIRE RES. RATING STRUCT. ELEMENTS 602.4 602 120 REQUIRED PROVIDED N/A N/A EXT. FIRE WALL RATING V. SEPARATION DIST. 705.2 705.2 126 N/A N/A IMPERVIOUS COVERAGE 2 OFF STREET PLUS EXTERIOR WALL OPENINGS 703 703.5 127 N/A N/A PARKING REQUIREMENTS 240.54 20/75 SIDE AND REAR LOTS OPENING PROTECTION RATINGS 716 716.1 13B REQUIRED PROVIDED BUFFER REQUIREMENTS 240.53 74 SIDE 5' REAR 5' SIDE 10' REAR 10' SPRINKLERS/AUTOMATIC FIRE PROTECTION g04.2 151 REQUIRED PROVIDED FIRE PROTECTION SIGNALING SYSTEM 917 151 REQUIRED PROVIDED W Q MINIMUM NUMBER OF EXITS 1010 1010.2 177 2 REQUIRED 5 IST. FLR., 3 2ND. FLR.' z O REQ'MTS. FOR BLDGS, W/ 1 EXIT 1010 1010.3 177/17B N/A N/A W FIRST FLOOR Q U = Q 815475.F./100 G.S.F. = 85 ( n OCCUPANT LOAD: TBL 1008.1.2 100 GROSS S.F. / OCCUPANT SECOND FLOOR W n 815715.F./100 G.S.F. 85 TOTAL PERSONS = 170 O Z 1 � O Oz CEILING HEIGHT REQURRMENTS 1204/3603 203/477 7'-6" q'-(o" IST. FLR./ 10' 2ND FLR. O z Z ST. FLOOR 174 250 FEET (w/ AFSS) 85 FEET Ly z Q LENGTH OF EXIT 1006.5 ACCESS TRAVEL TBL too6.5 O < _ 2 ND. FLOOR 174 250 FEET (w/ AFSS) 82 FEET 1006.5 _l J r- ESCAPE WINDOWS 3603.1 477 NOT REQUIRED AVAILABLE IST. FLR. Q PLUMBING CODE SUMMARY 248 CMR AND ARCHITECTURAL ACCESS BOARD 521 CMR MINIMUM EGRESS DOOR WIDTH 100q/1017 1009.2 I85 3211, 36" ACCESS DOORS ALL DOORS 36" _ MINIMUM CORRIDOR WIDTHS 1011 17q NOT < 44" WIDE NO CORRIDORS PROJECT: EGRESS STAIRWAY & MIN. WIDTHS 1007.2 183 NOT < 44" WIDE 48" WIDE SHALLOW POND CENTER 1471 IYANNOUGH ROAD (ROUTE 132), HYANNIS MA STAIR TREADS COMMERCIAL 1014.6 184 7" MAX. RISER, II" MIN TREAD 7" MAX. RISER, 11" MIN TREAD LOCATION: 1471 IYANNOUGH ROAD 3603.13.2 N/A N/A STAIR TREADS RESIDENTAL 478 ROUTE 321 HYANNIS, MA GUARDS & HANDRAIL, .COMMERCIAL 1021/1022 ig5/ig6 34"-38" NAND, 42" GUARDS 42" GUARDS GENERAL BUILDING INFORMATION: , PROPOSED STRUCTURE IS 2 STORY, UNPROTECTED STEEL FRAME CONSTRUCTION WOOD FRAMED ROOF 3603.14 N/A N/A TITLE: FOUNDATION WALL AUTOMATIC FIRE SUPPRESSION SYSTEM, FIRE GUARDS & HANDRAILS, RESIDENTAL 47q SLAB ON GRADE, CONCRETE F , DETECTION SYSTEM DESIGN DEAD LOADS 1605 258 12 PSF + MAT'L LONG. LDS. 12 PSF + MAT'L CONC. LDS. MASSACHUSETTS UNIFORM STATE PLUMBING CODE 248 CMR DESIGN LIVE LOADS 1606 1606.1 25q PER TABLE 1606.1 PER TABLE 1606.1 CODE REGULATIONS AND STANDARDS: MASSACHUSETTS ARCHITECTURAL ACCESS BOARD, 521 CMR DESIGN WIND LOADS 1611 1611.4 271 ZONE 3 g0 MPH ZONE 3 qo MPH SUMMARY/REVIEW CODE ITEM SECTION TABLE PAGE NO. REQUIREMENTS CALCULATIONS PROPOSED DESIGN SNOW LOADS SHEET 1610 1611.4 261 25 LBS. PER. S.F. 25 LBS. PER. S.F. FEMALES: 10.10 1 147 TO 158 1/20 FEMALES 170P./2= 85 FEMALES/20=4.25 WC 5 WATER CLOSETS DESIGN SEISMIC LOADS 1612 275 0.12 G. 0.12 G. 248 CMR WATER CLOSETS 170P./2= 85 MALES/25=3.4 WC ALLOWABLE STORY DRIFT 1612.5 1612.4.8 289 PER TABLE 1612.4.8 PER TABLE 1612.4.8 PLUMBING MALES: 10.10 I 147 TO 158 I/25 MALES, 33q URINALS 4 URINALS/4 WATER CLOSETS URINALS 3.4XO.33=1.12 URINALS DATE ISSUED: E EACH SEX 10.10 1 157/155 1/50 PERSONS 170P./2= 85/50=1.7 EACH SEX 2 MALE,/ 2 FEMALE DESIGN CONCENTRATED LOADS 1613 1613.1 296 PER TABLE 1613.1 PER TABLE 1613.1 LAVATORIES 06.13.2007 10.10 i 157/158 I PER .FLOOR LEVEL I PER FLOOR LEVEL CHANGE OF USE 3404.3405 448/44q N/A N/A REVISIONS: DRINKING FOUNTAINS VENTI ELATION 1205/3603 204/474 REQUIRED PROVIDED SERVICE SINKS 10.10 1 157/15B I PER FLOOR LEVEL 1 PER FLOOR LEVEL FENESTRATION 1301.q.3 1301.q.3 211 REQUIRED PROVIDED M BUILDING ENERGY CONSERVATION 1304 221-223 REQUIRED PROVIDED d CL WATERPROOFING/DAMPPROOFING 1513 316 REQUIRED PROVIDED N FEMALES: 30.7/42.5 123/163/16g I+i/(o FOR EVERY G I ACCESSIBLE PER FLOOR 251 CMR GIASS & LOAD CAPABILITY 2403/3603 3g7/482 N/A N/A ACCESS WATER CLOSETS MALES: 30.7/42.5 123/163/16q 1+I/6 FOR EVERY 6 I ACCESSIBLE PER FLOOR 3203 437 N/A N/A DRAWN BY: 3 PERMISSIBLE STREET PROJECTIONS CLS N/A NUMBER NOT DEFINED 4 LAVATORYS. LAVATORIES EACH SEX 3604.1.3 1613.1 48q N/A N/A GRADING 1 PER FLOOR LEVEL I PER FLOOR LEVEL PROJECT #: C-0015-06 DRINKING FOUNTAINS 3G.1 147 TO 14g + I EACH OTHER LOCATION CHIMNEYS, FIREPLACES, STOVES 3610 599 N/A N/A I ACCESSABLE SINK/BATHROOM SERVICE SINKS 42.6/44.5 164/170 SERVICE SINKS NOT DEFINED PROVIDED CHIMNEY CRICKETS 1/BATHROOM FOR ACCESSIBLE 3610.2 601 N/A N/A DRAWING NO.: SINKS 3618 (031 N/A N/A � EXHAUST SYSTEMS 4= 361q 361q.1.1 633 N/A N/A DUCTS �o COMBUSTION AIR 3620 637 N/A N/A <s 012 N� ZONING ISSUES SEE LOCAL ZONING BY-LAW 0 ACCESSIBILITY SEE 521 CMR v N/ •N f: L FL? rr .. 5 .- ... .. .-.,... _ is .. ... ., _... _ .. - .. ... ..:: ... , .'. ..., .. , .. ., .., ..... -.. ... , _ ..... , .......n.. .... .. s ., .. ., .- - f t FFFj, Ll - 1 I [ 0 0 D LM 1471 Iyannough Road Route 132 Plans Issued For: SITE PLAN REVIEW (5-31-06) Hyannis, Massachusetts CAPE COD COMMISSION (10-02-06) p, yy R r rt x' Prepared For : y .. S �:. ., c ., •uN. �Y, z a. w Owner Applicant : Engineer/Surveyor: ' '- - ,.a ' y v r ^• yi SEc'' .- 3, b h c f ,f v`9 t"'"�" f n avj�d } f � f T� �� C s7'�'tit r C;" 't,F'" eui'w �i r a j,4ra .-, a t o��"}"" `^;' r y, S. P. Properties, LLC Shallow Pond Professional, LLC BAXTER NYE ENGINEERING & SURVEYING t f 3'�� t � s f 1 683 C Main Street r.�{{�•q�qk� . �' , Y �. 1330 Phinne s Lane v✓" - 3 ., t"'t (7 tr^ x` y, *:' �p f +"� my3ytrq `.�{ y Registered Professional a- , f✓, r r Hyannis, MA 02601 Osterville, MA 02655 Engineers and Land Surveyors 4 tkd r'� { N'�.,4 r,yjyt� r•,, rr . f . � z � t t # Phone - 508 -428-4323 8 . v F Phone - (508)-362-1300 ( ) 78 North Street - 3rd Floor, Hyannis, MA 02601 a t r +~'^. `LsT+t r `•h '^x �i G� RA! Phone - (508) 771-7502 Fax - (508) 771-7622 Y - � ATTN : Matthew Eddy t evvas } RCttt SP t r d r i iSpvj f F� rite or t° ,�" q� " »'may , r'�F �,,3 � I »•,+,-' E3�M {''?.-_� �+ �?�� r"C t '�j,�k'`�'.' � *`"r+P ,.-.„�'h, '�""^`�-� •„�,c�'t �1��\i3� �>� � �/uj� �a*w.,� � grp`� _'4 ems`'$'- ,.. # "'•Is ziSI d ,,//'sue i \'�•. � . 4Q''M fr 7 • +#,a ..t 't.,,,„ ,�`I '. '''`�� r 13 a �� p _ o a O t7 -yA Ur �z,J� �, ENGINEER: a ( �C MATTHEW W. EDDY Drawing Title � q ��' '� t��No, g a n Q Q MASSACHUSETTS REGISTERED d PROFESSIONAL ENGINEER REG# 43183 C-1 Cover Sheet 01/24/07 �' `� ° W431� - ' C-2 Legend and General Notes 10/02/06 - Conditions Plan 10 02 06 Q _IRI6 C 3 Existing / / Q o r� � C-4 Layout and Materials Plan 01/24/07 ` Y Plan 01 Utility 24 07 ' °� Fo ° CS / / a o 0 Tian o C-6 Septic System Design Plan 01/24/07 a °�' © �` SURVEYOR: JOHN ELLIS C-7 Grading and Drainage Plan 01/24/07 a• `� a ° �I� d - �' MASSACHUSETTS REGISTERED a • Q [� °� PROFESSIONAL LAND SURVEYOR REG# 29874 Sediment & Erosion Control Plan C-8 O1/24/07 Q C-9 Landscaping Plan 12/20/06 - Q '�' oQ8 • . `� tea' ` a ° a ° ° QO C-10 Storm Water Manan ement Plan & Details Sheet 1 01/24/07 0 4 Detail Sheet 1 of 2 C 11 10/02/06 o a Q 00 J 01-24-07 LEACHING FACILITY INVERTS & ROOF DRAIN Detail Sheet 2 of 2 10 02 06 ° •� a 0 LEACHING FACILITY REVISION C-12 / / [7 R t7 °� p ❑ U 12-20-06 ASC. COMMENTS MM NTS FOOTPRINT AL LEACH 0 ® o ° 1 f/` 0 Q A 0 ❑ ( a o p Q ° 11-27-06 .C.C. COMMENTS C-13 Cross-Section #1 08/24/06 Q p Q ARK'G SPACE, ROOF DRY WELLS LS 11-03-061C.C. COMMENTS/REV. LANDSCAPING PLAN DATE: 5-31-06 � t d CroSS-Section #2 �f ] '� tI� 0 4 ° � 10-02-06 C.C.C. COMMENTS/REVISED WETLAND DELIN C-14 10/02/06 n t .6 8-24-06 CAPE COD COMMISSION COMMENTS $ 1J 0 0' ° p ❑ \ P ° 0 C-15 Cross-Section #3 10/02/06 a o 4 b � �� Q � • 6-16-06 CAPE COD COMMISSION SUBMITTAL 0 o (� (�j dJ a o j ❑ Q Q fl� 0 Q p O o w ® p a •� a Blank = Submittal Action 5-31-06 S.P.R. INFORMAL SUBMITTAL = Plan Revision N0. BY DATE REMARKS ! DRAWING NUMBER y n 139 ` O = Construction Revision 0:\2005\2005-103\CML\PLOT\2005-103\2005-103CV.DWG o Job 2005-103� i �n CD / r Ln Lr o L O N O � ABBREVIATIONS GENERAL CONSTRUCTON NOTES GENERAL * (ALL REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 24. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE LEGEND REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO EXIST PROP EXIST PROP EXIST PROP ABAN ABANDON 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASS HIGHWAY DEPARTMENT STANDARD ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MHD-SSHB), AS CURRENTLY AMENDED, UNLESS MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL LP LOW POINT '�'�ST OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE SPECIFICATIONS OR PROJECT APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH PROPERTY LINE :�"�'��`��µ-��- DRAINAGE LINE PROJECT LIMIT LINE m OVERFLOW DRAIN H HP HIGH POINT APPROX APPROXIMATE DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. `W"� """'� BB BITUMINOUS BERM ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, AS /COM AND FIRE DEPARTMENT CONDUITS ARE TO I GB (MADE BREAK 25. ALL ELECTRICAL, TELEPHONE, DATA ----- - --~ --------- RIGHT-OF-WAY/PROPERTY LINE s"Rt """""" -- RD '-'- ROOF DRAIN x2 BC BITUMINOUS CURB CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL FURTHER BE INSTALLED BY THE ELECTRICAL CONTRACTOR. TRENCHING, BACKFILLING, 7�,' �.� Tc - - - -••-••-- EASEMENT -" - -- --S -- SEWER LINE ,'I5 Bc 27.15 I TOP & BOTTOM ELEVATION CONFORM TO SPECIFIC REQUIREMENTS AND INTERPRETATIONS OF LOCAL AUTHORITIES HAVING CONCRETE WORK AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL 2 ,r) 21.25 BOC BOTTOM OF CURB BUILDING SETBACK - + -- - - O+W- OVERHEAD ELECTRIC, TELEPHONE & FIRE ALARM ...........- x/- SPOT ELEVATION W/LEADER JURISDICTION OVER THE PROJECT. DETERMINATION OF APPLICABLE CODES AND STANDARDS AND CONTRACTOR. ---- - - BOS BOTTOM OF SLOPE OF THE AUTHORITIES HAVING JURISDICTION, SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, STATE HIGHWAY BASEUNE _` W - W - - WATER LINE 2tX25 SPOT ELEVATION AS SHALL BE THE ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR 26. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. -- -�- BORING LOCATION Bow BOTTOM OF WALL APPLICABILITY TO THE PROJECT FOR SECURING ALL APPROVALS AND PERMITS. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. �o✓o0 1__._ _ BASELINE _-_`_ , ___ FP- FIRE PROTECTION LINE CCB CAPE COD BERM ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND -------- CONSTRUCTION LAYOUT .....w c.C], - - - G -` GAS LINE 0 TEST PIT LOCATION EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, APPLICABLE OTHER UTILITIES TO FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. CSE COBBLESTONE EDGING ZONING LINE OR UNDERGROUND ELECTRIC, DATA COMMUNICATIONS LINES BENCH MARK CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND HERETO. --M.f' "b-- --� / • �--i TIE IN TO EXISTING GRADE ELEV ELEVATION SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY REFERENCE. 27. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES NOT TOWN LINE OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A MODIFIED - STATE LINE - - T - UNDERGROUND DATA & COMMUNICATION LINES EXIST EXISTING 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, TO HIS LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS STAND IS --- -----FA--- FA-- FIRE ALARM SWAMP EQ. EQUAL OWN SATISFACTION THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION MATERIALS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL HAVE A MINIMUM - ?' --- -F&P FIRE & POLICE CABLE � "- 50' WEED SETBACK FDN FOUNDATION INCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED ON DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT CURB, EDGING, BERM, OR __ _..._... __ ___ GRAVEL ROAD INFORMATION CONTAINED WITHIN THESE PLANS. OTHER SURFACE. EOP EOP --,---,m eA"'V--- CAN-- CABLE TV100' WETLAND SETBACK FF FINISHED FLOOR ELEVATION - - - - EDGE OF PAVEMENT _-_ 28. THE CONTRACTOR SHALL WATER MOW FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED AND 200' WETLAND SETBACK GB GRADE BREAK ' =- FA �CB CATCH BASIN 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS ARE ESTABLISHED TO THE _-_(XIB BITUMINOUS CURB -- - 100' WETLAND BUFFER GC GRANITE CURB SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE . `�" � oca - THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY pcc -�- - P�� DOUBLE CATCH BASIN PRECAST CONC. CURB "'� ' DRAIN INLET .W,. WETLAND GE GRANITE EDGING FURNISHED TO THE ENGINEER DETERMINED WITHOUT DELAY BFOR RESOLUTION TOF� THE CONFLICT.INFORMATION 29. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION CAPE COD BERM AND THE UI --- ------ WETLAND FLAG HC HANDICAP AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY -r----VGC VERT. GRAN. CURB ® DMH DRAIN MANHOLE 52 100 YEAR FLOOD PLAIN HP HIGH POINT 4• THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. �p SAC __------_-- -- -- ---- SLOPED GRAN. CURB o " =M= TRENCH DRAIN FOR OBTAINING PERMITS AND PERFORMING ALL NEW CONSTRUCTION, RELOCATION, ALTERATION MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, LIMIT OF CURB TYPE PLUG/STUB --- `----- MITIGATION AREA LINE LA LANDSCAPE �� AND ADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY POLES), TELEPHONE, CABLE, FIRE PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS _ � EDGE OF WATER LP LOW POINT ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER UTILITIES, BOTH PUBLIC AND AND STONE WALLS WITH DRILL HOLES. ------ SAWCUT :FESP� FES` FLARED END SECTION MAX MAXIMUM PRIVATE, AS REQUIRED. MATCHUNE HEADWALL �:1 ® TELEPHONE MANHOLE 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS, AND _l ® CONTROL STRUCTURE x TELEPHONE MARKER MIN MINIMUM LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN, SOL SIAL TS TS TRAFFIC �� MCC MONOLITHIC CONCRETE CURB AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEER, OR THEIR _. m SOLID WHITE LINE REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY ? ► O 5MH SEWER MANHOLE NIC NOT IN CONTRACT SOLID YELLOW LINE I� SIGNAL BOX AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, LINES, AND OTHER BURIED f. FRCP FACP NTS NOT TO SCALE INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK. THE CONTRACTOR AGREES TO - --- BROKEN WHITE LINE si ® GREASE TRAP C' FIRE ALARM CONTROL PANEL FB PCC PRECAST CONCRETE CURB BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE - BROKEN YELLOW LINE FIRE ALARM BOX PDRA PREVIOUSLY DISTURBED RIVER FRONT AREA 4 CONTRACTOR'S FAILURE TO LOCATE THE INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES C sWCHL , EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES - SOLID WHITE CHANNEUZING LINE WATER MANHOE I?.� TRANSFORMER PAD PROP PROPOSED AS REQUIRED. THE CONTRACTOR MUST CALL "DIG SAFE" (AT 1-888-DIG-SAFE) AT LEAST 72 LL . SYCHL _---- -- SOLID YELLOW CHANNEUZING LINE ® WATER GATE .;:°:; ® TELEPHONE RISER PWW PAVED WATER WAY HOURS BEFORE THE START OF CONSTRUCTION. IDYL -...-m.. on TSV TSV - - sE DOUBLE YELLOW LINE - � -' TAPPING O RISER VALVE, REMOD REMODEL 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL FOR INSPECTION BY THE APPROPRIATE °- STOP LINE PRESSURE REDUCER REM REMOVE AUTHORITY IN ACCORDANCE WITH THE TOWN REQUIREMENTS, AS APPLICABLE. 4- `I' SIAMESE CONNECTION R&R REMOVE AND RESET 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, - ----- -- - STEEL GUARD RAIL m FIRE HYDRANT R&S REMOVE AND STACK INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS -, - WOOD GUARDRAIL • PLAN, (SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS) PRIOR TO STOCKADE FENCE F! °,`d WATER METER RET RETAIN COMMENCING ANY WORK. ��' PIV u POST INDICATOR VALVE SGE SLOPED GRANITE EDGING 8. BAXTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED PATH ED ® WELL AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. '�' SGC SLOPED GRANITE CURB TREE LINE L MONITORING WELL -x--X-x- CHAIN LINK FENCE TIEG TIE INTO EXISTING GRADE 9. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW STONE WALL 0 IRRIGATION CONTROL VALVE TOC TOP OF CURB MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET-. (R&R) 0 SPRINKLER HEAD TOF TOP OF FOUNDATION --Y---�- RETAINING WALL � GG 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION " HAY BALES GAS GATE TOS TO' OF SLOPE NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ''! ® GAS METER TOW TOP OF WALL ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS REQUIRED. - -~--4 MINOR CONTOUR ® ELECTRIC MANHOLE TYP TYPICAL 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED ® ELECTRIC Box IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING MAJOR CONTOUR LION UNLESS OTHERWISE NOTED INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE --I --TS TOP of SLOPE ELECTRIC METER VIF VERIFY IN FIELD BY CONTRACTOR DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY H BS- BOTTOM of SLOPE ' LIGHT POLE VGC VERTICAL GRANITE CURB UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION � FLOOD LIGHT OF THE AFFECTED WORK. LANDSCAPE LIGHT tfnL' 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL BUILDING ACCMP ASPHALT COATED CORRUGATED METAL PIPE BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE FOR lk�EN w LIGHT POLE (SINGLE) COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OUT ]4a BUILDING ENTRANCE H SINGLE LUMINAIRE CAP CORRUGATED ALUMINUM PIPE BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS FROM _D �LD LOADING DOCK DOUBLE LUMINAIRE CIP CAST IRON PIPE THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE 1-4 OWOVERHEAD DOOR ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND • --� TRIPLE LUMINAIRE CIT CHANGE IN TYPE ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK C BOLLARD QUAD LUMINAIRE WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE . � E; © DUMPSTER PAD m CMP CORRUGATED METAL PIPE MADE IF NECESSARY. SNIGryN, WALL PACK SITE LOCA71ON 1�71� COND CONDUIT 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF DOUBLE SIGN 0 O MANHOLE OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND 1471 lyannough Road Flm Pm PARKING METER HIGH PE SSMMWTHINTER CORRUGATED Hyannis, Massachusetts • ��-�--"-"----- c _o- UTILITY POE/GUY WIRE COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. to PARKING COUNT -""----. - a---0- UTILITY POLE/GUY POLE CS CURB STOP FOR WATER LINE 14. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION PREPARED FOR clo Q COMPACT PARKING STALLS :i.d [a HAND HOLE MEANS AND METHODS. BAXTER NYE ENGINEERING & SURVEYING, DOES NOT ASSUME ANY DIP DUCTILE IRON PIPE RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL, shallow Pond Professional, LLC IIIIIIIIIII CROSSWALK ® PULL BOX STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED BY ALL 683 C Maim St. -� -- CROSSWALK ® SILT FENCE/HAYBALE DS DOWN SPOUT PERSONNEL ON THE JOB SITE AT ALL TIMES. 0sterville, MA AND HAZY BALE CHECK DAM E ELECTRIC 15. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE (SOS) 428.4323 CONC. PAVEMENT F&C FRAME AND COVER PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT TITLE STANDARD DUTY FLEXIBLE PAVEMENT L•p PI POINT OF INTERSECTION SITE. THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL HEAVY DUTY FLEXIBLE PAVEMENT F&G FRAME AND GRATE CONDITION AT THE COMPLETION OF THE SITE CLEARANCE WORK. Legend and General Notes � FLARED END SECTION (FES) A h ® HANDICAP RAMP WITH STONE PROTECTION G GAS 16. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL v HANDICAP PARKING s~PD PERIMETER DRAIN HYD HYDRANT BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO NATURAL BAXTER NYE ENGINEERING & SURVEYING STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM, b VAN-ACCESSIBLE HANDICAP PARKING ID INTERCEPTOR DRAIN PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER VANvAH PAVED WATERWAY (Pww) DELETERIOUS DEBRIS. Registered Professional Engineers and Land Surveyors WITH STONE PROTECTION INV INVERT ELEVATION Detail no. CART CORRAL 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 JUTE MAT IN SWALE PD PERFORATED DRAIN 17. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY Q on DETAIL OR SECTION REFERENCE UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. Phone - (508) 771-7502 Fax - (508) 771-7622 Sheet no. ';° "' � PVC POLYVINYL CHLORIDE PIPE 18. I F PROPOSED WORK DISTURBED BY THE CONTRACTOR'S �- �,* �� TRERg AREAS OUTSIDE THE LIMITS 0 R RCP REINFORCED CONCRETE PIPE OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE N SHRUB RD ROOF DRAIN CONTRACTOR'S EXPENSE. R�� co S SEWER19. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OFF Ln SD STORM DRAIN THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. 01-24-07 LEACHING FACILITY INVERTS & ROOF DRAIN EDDY �40 LEACHING FACILITY REVISION .. � Co\lll 20. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY 12-20-06C.C.C. COMMENTS - ADDITIONAL LEACHA 31$8 o T TELEPHONE BASINS; BUILDING FOOTPRINT �. FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES 12-07-06 C.C.C. COMMENTS C TSV&B TAPPING SLEEVE, VALVE AND BOX DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE IMPERVIOUS AREAS EXHIBITS CONTRACTORS EXPENSE. 11-27-06C.C.C. COMMENTS UP uTIuTY POLE 21. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED PARK'G SPACE, ROOF DRY WELLS, Ls a OTHERWISE. 11-03-06C.C.C. COMMENTS REV. LANDSCAPING PLAN DATE. 5-31-06 VCP VITRIFIED CLAY PIPE 22, JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT 10-o2-asC.C.C. COMMENTS/REVISED WETLAND DELIN. 0 EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS 8-24-06 CAPE COD COMMISSION COMMENTS i W WATER TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR 6-16-06 CAPE COD COMMISSION SUBMITTAL INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND ■ _ REPLACED. 5-31-06 S.P.R. INFORMAL SUBMITTAL c 2 23. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED NO. BY DATE REMARKS DRAWN BY: MCL DESIGNED BY: CHECK D BY: MwE DRAWING NUMBER SLOPES ON WALKWAYS TO BE LESS THAN 5% AND ALL CROSS SLOPES <-2%. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. o ACCESS BOARD, AMERICANS WITH DISABILITIES ACT & COMMONWEALTH OF 0: 2005 2005-103 CIVIL PLOT 2005-103LGD.dw MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. 2005-103 Ln O - O N O .- SOL LOGS Pe 11,178 DATE 12/2/2005 SOL LOGS Pe W78 SOIL LOGS Pe n"o DATE 4/04/2008 LOCUS NOTES : GENERAL NOTES : DATE - 12/22/2005 0%VIS 1.) LOCUS AREA IS COMPRISED OF. BARNSTABLE BARNSTABLE BARNSTABLE LOCUS IS SUBJECT TO AN EASEMENT TO BRISLANE LIMITED VENTURE REALTY TRUST RECORDED LOT I B @ PLAN BOOK 539 PAGE 24 SOIL EVALUATOR: BOARD OF HEALTH AGENT. SOIL EVALUATOR: BOARD OF HEALTH AGENT. IN DEED BOOK 1QB31 PAGE 71 AND 7A LIMITED PARKING EAsEmENr AS DEFINED AT DEED BOARD OF HEALTH AGENT: ASSESSOR'S MAP 253 PARCELS 014-XOI 014-XO2 Stephen A. Wilson, P.E. Stephen A. Wilson, P.E. BOOK 20,211 PAGES 10 & 11 WITH ASSOCIATED SKETCH PLAN EXHIBIT. Al Don Desmarais Don Desmarais DEED BOOK 20,379 PAGE 211 Don Desmarais TEST PIT #2 TEST PIT #3 TEST PIT #I B TEST PIT 12B TEST PIT #36 2.) LOCUS IS SUBJECT TO A TAKING BY THE COMMONWEALTH OF MASSACHUSETTS OF ROUTE 132 vat OWNERS S. P. PROPERTIES, LLC APPLICAN SHALLOW POND PROFESSIONAL, LLC SOIL EVALUATOR: 2� ot A 1330 PHINNEYS LANE 683 C MAIN STREET U.W G.S.E. = 41.5 G.S.E. = 37.5 G.S.E. = 45.99 G.S.E. = 46.05 G.S.E. = 45.08 RECORDED IN DEED BOOK 807 PAGE 432. LANDSCAPED eA HYANNIS, MA 02601 OSTERVILLE� MA 02655 Stephen A. Wilson, - SANDY LOAM AREA,' 0* A 10YR 313 SANDY LOAM 0* GRAVEL FILL P.E. 0" Ap 10YR 313 SANDY LOAM 0*A 10YR 213 SANDY LOAM 0* A lOYR 2/2, 3.) LOCUS IS SUBJECT TO AN EASEMENT TO COMMONWEALTH ELECTRIC COMPANY IN DED BOOK PHONE: (508) 775-9361 PHONE. (508)-428-4323 4- (ELEV 41.2) 16- (ELEV 36.2) TEST PIT 11A 8- (ELEV 45.32) 8- (ELEV 45.38) 6- (ELEV 44.58) 5,266 PAGE 330. 2.) PRIMARY BENCHMARK TOWN OF BARNSTABLE ENGINEERING DEPT. STATION 119 DRILL HOLE IN CONCRETE CURB ISLAND AT INTERSECTION OF G.S.E. 41.6 B I OYR 4/4 , SANDY LOAM 0 1 OYR 2/1 DENSE SILTY SAND C I OM 416 MEDIUM SAND & Cl; IOYR 5/8 ; MEDIUM SAND C I OYR 4/4 MEDIUM SAND & ROUTE 132 & BEARSES WAY. Ow PAVEMENT GRAVEL WITH COBBLES WITH COBBLES GRAVEL X ELEVATION 70.45' (DATUM: NGVD29) -2 (ELEV 39.5) 24* (ELEV 35.5) 4- (ELEV 41.3) 68- (ELEV 40.32) 50* (ELEV 41.88) 80- (ELEV 38.41) 4 �,7 PROJECT BENCHMARK SEE PLAN e` IL 3.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED A GRAVEL FILL PLAN BOOK 535 PAGE 5 RIM= 46.47 Cl; 10YR 616 MEDIUM SAND CI; lOYR 7/1 FINE SILTY SAND A I OYR 212 SANDY LGAM C2; I OYR 2/2 SANDY LOAM A lOYR 212 SANDY LOAM AA TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. MAP 253 PARCEL 018-001 & 018-003 4.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAJLABLE RECORD UP #594 1 s RIM= 48.42 N/F RICHARD NOVICK, ET AL, TRS. , C or 716 INFORMATION CONSISTING OF AVAILA13LE PLANS DEEDS AND LAYOUTS. 30- (ELEV 39.0) 36- (ELEV 34.5) 30- (ELEV 39.1) 78' (ELEV 39.49) 60- (ELEV 41.05) 90- (ELEV 37.58) �00 THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD 0 1 OYR 211 ORGANIC LAYER INI 4_5 SURVEY PERFORMED 13Y BAXTER NYE ENGINEERING AND SURVEYING ON NOVEMBER 9-10, 2005 FOREIGN MATERIALS - C2; I OYR 7/1 COMPACT C2, I OYR 716 MEDIUM SAND C4NS TREE TRUNKS ETC 0 1 OYR 516 SANDY LOAM C3; I OYR 5/4 MEDIUM SAND B I OYR 5/4 SANDY LOAM MEDIUM SAND GRAVEL INMI COBBLES PLAN REFERENCES: EXISTING 70- (ELEV 35.8) PAVED PARKING 60- (ELEV 36.5) 60w (ELEV 32.5) 90- (8" 38.49) 144- (ELEV 34.05) 108- (ELEV 36.08) 7 1'� PLAN BOOK 539 PAGE 24 PCC Cce 4V, PLAN BOOK 230 PAGE 59 PLAN BOOK 535 PAGE 5 C,3; I OYR 611 DENSE FINE C lOYR 511 COMPACT GRAY C lOYR 516 MEDIUM SAND & C lOYR 516 MEDIUM SAND _g PLAN BOOK 366 PAGE 63 SILTY SAND SAND GRAVEL WITH COBBLES WITH COBBLES #594 1 Up ROUTE 132 1952 LAYOUT (SHEETS 5 & 6 OF 11) 156- (ELEV 32.08) 82- (ELEV 34.7) 88- (ELEV 34.3) 144- (ELEV 33.99) 49 WATER OBSERVED AT 134- (ELEV 34.82) WATER OBSERVED AT 134- (8" 34.88) WATER OBSERVED AT 122- (ELEV 34.91) THE PROJECT LIMITS, AS FIELD SURVEYED 13Y BAXTER NYE ENGINEERING AND SURVEYING C4; I OYR 614 MEDIUM SAND SPW* Atr, PERC 0 110- (ELEV 36.82) PERC 0 112- (ELEV 35.75) r* *ADJUSTED HIGH GROUND WATER CALCS 31, 0 ON NOVEMBER 9-10, 2005, REND APPROXIMATELY TO LOCUS LOT LINES AND TO THE EASTERLY UNABLE TO SOW --001: UNABLE TO SOAK SIDELINE OF OLD STRAWBERRY HILL ROAD. OTHER INFORMA71ON SHOWN IS FOR REFERENCE *_00 _0 PER CCC 7B 92 120- (ELEV 31.5) PERC RATE < 2MINIINCH AFW-2471ZONE C PERC RATE < 2MINIINCH ONLY AND IS GIS INFORMATION OBTAINED FROM THE TOWN OF BARNSTABLE GIS DEPARTMENT. *& 3/29/06 READING = 22.2' 5.) COMMUNITY PANEL NUMBER: 250001 0005 C AWLISTMENT 2.0' GROUNDWATER OBSERVED AT GROUNDWATER OBSERVED AT NO WATER AT 88- (0" 34.3) THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES. B & C AWUSTED H. G. IN, EL LOT 1A 90- (ELEV 34.0) 44- (ELEV 33.8) 6.) ENVIRONMENTAL INFORMATION PLAN BOOK539 PAGE 24 0 -X04 IM= MAP 253 PARCEL 014 PERC ELEVATION R SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRI77CAL ENVIRONMENTAL CONCERN). 640.36 N/F FRANK R. MCDONOUGH SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF WE WILDLIFE PER ;04 NHESP MAP JUNE 2003 "ESTIMATED HABITATS OF RARE WILDLIFE NG FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).- ACH-PIT BU EXISTING I 0 SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2003 '481 No. '"CERTIFIED VERNAL POOLS." PER GiS) 100' OFFSET F`kOM TING SITE DOES APPEAR TO BE WITHIN A PRIORITY HABITAT (PH 1600) PER NHESP MAP JUNE 2003 'PRIORITY HABITATS OF RARE SPECIES* FOR SPECIES UNDER WELL_ EXIS NETLAND FLAG LINE', 0- PTIC sys�� -BOX 44 THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULA71ONS (321 CMR 10). SITE IS WITHIN A STATE APPROVED ZONE 11 GROUND WATER RECHARGE BRICK PROTECTION AREA. PLANTER 46- TILITY RECORD AS-BUILT INFORMA71 SHOWN HEREIN 7.) U ON e & SIGN XISTING TP #2 THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE LEACH PIT 0 ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF LOT IB EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE PLAN BOOK 539 PAGE 2' 14! 40'W WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED 13ASED ON THE MAP 253 PARCEL 014-X02 23- AVAILABLE UTILITY RECORDS NOTED HEREON THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR N/F S. P. PROPERTIES, LLC CONCRE ANY MD ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAO FLAG�01_& INFRASTRUCTURE AND UTILITIES EXACTLY, IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE LOT Ix BOOK 539 PA 24 EOP CONTRACTOR SHALL. NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. PLA 4 NK R. MCDON GH N F OM ?00\ .50. MAP 253� WETLA FLAG APPROXIMATE SEPTIC SYSTEM LOCATION PER SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM 50' OFFSET FIR -X03 lyj 014 LOCATING SERVICE ON 5-19-1999. PERFORMED FOR FRANK MCDONOUGH BY JOSEPH M MARTINS OF ACCU SEPCHECK SEPTIC INSPEC71ONS & WF,IB-1 2 TP #3 4 134 ADDITIONAL SEPTIC INFORMATION OBTAIN FROM.' /N M34 E -X03 PER 'SITE AND SEWAGE 0 APPROXIMATE SEPTIC SYSTEM LOCATION SHOWN ON MAP 253 PARCEL 014 PLAN OF PORTION OF 1471 RIE 132" PREPARED FOR FRANK McDONOUGH BY DOWN CAPE ENGINEERS AND LAND SURVEYORS OF YARMOUTH MA. SIGNED AND SEALED APRIL Z 1996. CORNER. 8 TBM:.-.,RIGHT RONT TBM NAIL,SET] EL 48. (N VD BRICK PATIO (NGVD)j EL 5p VD -X02 PEI? "SEWAGE DISPOSAL SYSTEMS FOR PROPOSED 15 UNIT ADDITION RAINBOW MOTEL PREPARED FOR FRANK McDONOUGH, '0 APPROXIMATE SEPTIC SYSTEMS LOCATION SHOWN ON LOCUS & MAP 253 PARCEL 14 184 1 APPROVED BY MDEQE ON 3-30-1977, AND BOARD OF HEALTH CERTIFICATE OF COMPLIANCE -24 TIORING MIMI DATED APRIL 4, 1984. LEACH P17 (LAUNDARY) -4 W BVW no WATER LINE INFORMATION IS BASED ON TIE CARD IZ-2981 PROVIDED BY BVW-6 WF V`W5 .4 WF IB-lO-- WF BVW-3 BARNSTABLE WATER COMPANY. GAS LINE INFORMATION PE I? MAP JSM2756 PROVIDED BY KEYSPAN HTPO WFIB-6 11 #lA ,':777777 ENERGY DELIVERY ON 11/28/05. IB B, 8.) WERAND DELINEATION PERFORMED BY HORSLEY WITTEN GROUP. WF 13 VW-2. -A- LAN EXISTING,,:1 39 PAdE24 FIELD LOCATED 13Y THIS FIRM ON NOVEMBER 10, 2005. 5 MAP-,- P REVISED FIAGGING LOCATED AUGUST 21, 2006. D:PARKING'r r 2' WIDE RAMP Li S 253 CEL�014-;-XI)l �r RET,�,WA -S )PER R( SITE LOCATION -5 WF IB EXISTING FLOATING DOCK 14zo. 4!Z' 4, (SE 3-2708) S 70 1471 lyannough Road WIF BVW-1 Is 0 Hyanno Massachusetts PREPARED MR r LAWN EXISTING & Shallow Pond Professional, LLC PHONE LOT 1B WF IB-4 dONC. UP 9 W3 C Main St. PAD PLAN MAP 253 PARCELS 014-XO1 & 014-XO2 Osterville, MA W41Q UPLAND AREA 73,941± SQ. FT. �AWN 153� -4323 EXIS I INU (508) 428 WETLAND AREA 7,677± SQ. FT. LAWN TP #2 B.- LEACH G 7EM IN� SYS N 81,618± S.F TP #38 EXISTING TP #1 B SEPTICf TAN Existing Conditions Plan LAWN 0 S: t CON SHALLOW POND LAWN M RE BAXTER NYE ENGINEERING & SURVEYING A GREAT POND /N H WF IB [MrR PIT 'PA CONCRETE REEZE PAIo/B POND EL 34.5 -ABOVE A V Registered Professional Engineers and Land Surveyors 1*6 COPPE 01EC ILI (508) 771-7502 Fax - (508) 771-7622 Phone RIM= 47.0 78 North Street- 3rd Floor, Hyannis,Massachusetts 02601 R 47.17 CD 20 0 20 40 Ln In A IF E r P)�al NG SCALE IN FEET C G G r GS C TANK lot W. 0 0 SCALE: 1 20' EDDY C11 8 01 E CA% co EXISTING LEACHING SYSTEM' $43183 EXISTING -24-07 LEACHING FACILITY INVERTS & ROOF DRAIN Ln 01 CB'DH,,,FND. ','SEPTIC TANK LEACHING FACILITY REVISION DH FND11 12-20-06 C.C.C. COMMENTS - ADDITIONAL LEACH DE 15 . '(SL - 24. CB M, DETAIL) BASINS; BUILDING FOOTPRINT .95 46 U E] 13 12-07-06 C.C.C. COMMENTS s 47'W20r W �_j r,�'- I I I IMPERVIOUS AREAS EXHIBITS '42' C U IN RIM .68 -�7 S50 200 W 144.36, M IB S 49*20'1 W V OT 11-27-06 C.C.C. COMMENTS PARK'G SPACE, ROOF DRY WELLS, LS EXISTING CONCRETE RETAINING-WALL PAVED PARKING -001 Li MAP 253 PARCEL 013 -03-06 C.C.C. COMMENTS/REV. LANDSCAPING PLAN 5-31-06 DATE. CD MULTIPLE OWNERS 10-02-06 C.C.C. COMMENTS/REVISED WERAND DELIN Ln 0 r 8-24-06 CAPE COD COMMISSION COMMENTS 0 ............ LOT 5 TI UMS MMISSION SUBMITTAL 0 1 (PER GIS) MAP 253 PARCEL 013-002 0) "SHALIDW POND* ... ........ 5-31-06 S.P R. (INFORM UBMrTTAL Cw3 TD S DATE REMAR F_ MWE1 DRAWING NUMBER j C-) (PER QS) T86' .87 MCL DESIGNED BY.- ICHECKED BY. N/F,iJUERGEN H.' & HERTA H. KELLER EXISTING CONDOMINIUMS 47-08'20" W 59.81 N701=BY SHALLOW POND" 0.08 p 58 ot Ln RECORD LOCATION I 03\CIVIL\PLOT\2005-1 CD 0:\2005\2005 03EC.dwg 0 HELD Ln DETAIL 2005-103 N.T.S. 0 !E SIGN SUMMARY **ADDITIONAL ZONING DISTRICTS ON PARCEL �', 1 A � IP *P��' �'y � �° � r NOTES: ZONING FABLE -_ ** M.U.T.C.D. SPECIFICATION CURRENT MINIMUM ZONING REQUIREMENTS RC-1 ZONING DISTRICT: B (BUSINESS) / HB (HIGHWAY BUSINESS) NUMBER TEXT QUANTITY MIN. LOT AREA = 43,560 S.F. - '' R ` WIDTH HEIGHT 1. DEMOLISH/REMOVE ALL EXISTING STRUCTURES, UTILITIES, FOUNDATION MIN. LOT FRONTAGE = 125' MIN. LOT WIDTH = - '`" 1 AND CONCRETE PADS UNLESS OTHERWISE SPECIFICALLY NOTED HEREIN. OVERLAY DISTRICTS: WP (WELL HEAD PROTECTION OVERLAY DISTRICT), ZONE II & RPOD RESER�D FRONT YARD = 30 SIDE YARD - 15 REAR YARD - 15 „s • ` " ;k s,4 PARKING 2. EXISTING PAVING EDGE SHALL BE SAWCUT TO CREATE A CLEAN EDGE ALLOWED USE: OFFICE PROPOSED USE: OFFICE BUILDING R7-8* 12" 18" ® 3 MAXIMUM BUILDING HEIGHT = 30' ti°` 'k Cr WHERE IT IS TO BE TIED INTO NEW PAVING, OR WHERE ASPHALT IS EXIST USE: COMMERCIAL - MOTEL �► CURRENT MINIMUM ZONING REQUIREE RD-f ', , '; REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. BROKEN OR EXISTING 40+ BEDROOMS MIN. LOT AREA = 43 560 S.F. .." Q `., , Sul UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH � °' ' � �, u SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. PROPOSED BUILDING FOOTPRINT: 1547 SF MIN. LOT FRON7 GE = 20 MIN. LOT WIDTH = 125 ask s EXIST TOTAL BUILDING AREA = 16,065 SF GROSS FLOOR AREA: 17,338 SF FRONT YARD = 30 SIDE YARD = 10 REAR YARD 10 " '" (16,065 S.F. PER ASSESSOR'S DEPARTMENT) 2 c ` , ' 3. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE - R1-1 24" 24" MAXIMUM BUILDING HEIGHT = 30' y.,. �3`� 'j; r F,,,, ;, G II e ` -� „ �, �� OF CURB WHERE APPLICABLE. TOTAL PARCEL AREA - 81,618 S.F. (PER PB 539 PAGE 24) Q 1' a rx ; "ICI ° �` -r 4. BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ' ^�~' ZONING AND t "" OR SIGN ORDINANCES. REQUIRED/ALLOWED PROVIDED/PROPOSED * ADD "VAN ACCESSIBLE" WHERE APPROPRIATE. �_ � �� a° y ' 4 / MIN. LOT AREA 0 SF B 40 000 S.F. HB 73,941 SF UPLAND ; �' � a `' ti 5. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH FRONTAGE 20 FT B 20 FT HB 179.9f FT ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE xd~.,. -.. {fir , �,. FRONT SETBACK 100 FT B 100 FT HB 100 + FT FEDERAL HIGHWAY ADMINISTRATION MANUAL ON N d ' MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR SIDE SETBACK 0� B *20 FT HB 11.5 FT 30 + FT UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), ' r4 HIGHWAYS AND BRIDGES, AND TOWN ORDINANCES, REGULATIONS, REAR SETBACK 0 B 20 FT HB 20 + FT LATEST EDITION, ALL APPLICABLE CODES, AND LOCAL -� - REQUIREMENTS, & SPECIFICATIONS. ** REQUIREMENTS. PLAN B( , 1< 5 5 Flf , �� wilt � � � _ MAX. BLDG. HEIGHT STORIES 2 STORIES OR 30 FT 2 STORIES 25.5' FT � "�' ° �� PAGE �> '`. � h, ��, �' � h"�`'` - 1 � �. �, 6. PERVIOUS PAVERS TO BE INTERLOCKING AND INSTALLED IN MAX. % LOT COVERAGE (STRUCTURES) N/A (B)/30% (22,182.3 SF) (HB) 11.6% (8,547 SF) _ 7 �' ACCORDANCE WITH TOWN AND MANUFACTURER'S REQUIREMENTS. a I`.h �,3s.,�} PARCEL I._. i x „I L.1. 'i}1"' P� "yam sr UPLAND PARCEL AREA = 73,941 SF [EXIST 10.2% (7,510f SF)] "A ~. " ;;+,. 7? F t N fiF RIt HARD NOMCK, c T AL., TIC,,, - _ r �. ANDSCAPING: INT. PARK = 27,802 SF 10% - 2,780.2 1085 Ny TREES - FRONT YARD (1/30' FRONTAGE) 6 6 -' <?:' ` << Ad TREES - PARKING AREA (1/8 PS) 65 SP = 8.13 9 Yy � Z"'1 r'1N ° q '>d ` f I"�fi" eJt.... PARKING � r3��' ^� IMPERVIOUS AREA WP OVERLAY 50% 36 970.5 SF lEy :,....,. :. .,...~.."'"� ` ., �,t:� �� TOTAL UPLAND AREA = 73,941 SF) EXIST 45.9% (33,974f SF) PROP 42.7�.(31,598t SF) NATURAL STATE (WP OVERLAY) 30% (23,236.5 SF) " ROP. CROSSWALK ; ` - ti AREA TO EDGE OF WATER = 77 455t SF EXIST .62% (479t SF) PROP 24.2%(18 714t SF) y.. �a:'�Yh sra PARKING TABLE OFFICE= 1 PS/300 S.F. GROSS FLOOR AREA gl 17,338 S.F. GFA 300 - 57.96 USE 58 64 SPACES �a _ R ° , HANDICAP PARKING (TOTAL/VAN) / 3/2 VAN 3 1 .,^k ,•,/' 'a,�,� ;.`«ii✓ S�k f} � � �9-`x �i �'" �, ,.6w•> �a � i r" .: i a Iat-7'a.N l3t,��' K 5 9 tt Ma '4 � TOTAL PARKING 58 PS 64 SPACES ' ,r f : • .,....,,.- , b , l DESIGN VEHICLE AASHTO SU r " ,s`�A- ,✓--`' a ;" Fd', 1�Ii� 1 ,C�rCI� " x fw ,� � �,� ,. : ,1 I� �'�, a: � C„ !Cute�,"E ��p � MINIMUM TOTAL SIDE YARD SETBACK SHALL BE 30 FEET. � r, **25.5 = FIRST FLOOR TO PLATE , ° '�. / ■ C41 1 f PROP. WOOD GUARDRAIL SEE DETAIL 01 ■: ', ;. C, ,§ ''''^--.. \ a f T 100' OFFSET F40M ��. ' � - ( � ) �,. �✓ r t Y �...: �S I_I_ ,ri WNEE�ST(p EXISTING � � %IETIJ5A) FLAG LF E � �(E "J N e �� T' uJ _...»..., ', , .u" • ,.„..,._. ... 1, _,...'" .rti+ .-'''-'' ,'.#`:<< ..'S.+ • ,gyp,h r us 'S,,S,'«:° "^.^ ...,.,.„,„, 1 "s'^"',:. f • ,. r� '` - ' ' `�:. ro,�" ,. ..--'--� '< �' �" _.,: .. "_. � " , � �`a "s�4�C°hh�� .: '? ,';,', . ��•, '`,,„+,"" PROP. WOOD GUARDRAIL -BRICK •■ xbll� y`1e,, SEE DETAIL 1 F"�fi�iN�F..i�, ,r ,d ,.d.-' raj ~ •, • ,. ■ <-, ;:u ',=i r , ., , ,>.,`,t• • ,: ^ 1r r ,.., ,i ..'�„~•• §,_' • ■' .,..:. 1 r .. .:r ,..y' '1''d °+ > ,;, . . < § • .�. n a y;u WSW s, �,: ",,, ,. P' 5 V ) f R. ' •■• • • '1 wl,. i• '..;^F'd," F".,�'j , ,' <,is :,r. ti • dx,* , 7F WWI to 1 ( M'o k F3"` ' ••N• ,• 'f7 .3 '� `,�'°sj 'p r.s s", :r"a,r {a7;',, Ju;✓" °':ti ` • „..., _" s- 1 •'"t '` xs4 +,,,v,... , \•• • ■• i =. 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's ■ �r � J � 3.0 IF ., ,.# d F,M' & ■ *■••I■'F • �'. *, ,,rr f J, 5;;xR1 ' •F° 'l,P.. j 4 i / y ■ � ••. \" C` , • •xia, �ra V A t" - 1 t� a SIDEWALK •• •m ■ • , TURE .. " �ASEME T ■ o" °° r SURF P ti -�I •F I J ■ ■ 41 "7 Y . ' 3 •.: ■•'•• •*''i` 50 BUFFER AREA TO EN czc�'a.. gCNM gEE DE =7.0' ,%::. ••,.■ •, BE REPLANTED WITH J' x `.., ■ ■■■■ r►1�■ • t rd e"„- r , f �F, pCC ' NATIVE VEGETATION , "' r I 10 X12 •DIiMPSTER PAD o . Yl ��•• `� O (SEE DETAILS 2 & 07) 41, ■ ss 1} ETA f .• c T R=7, R=3.0 r �, �. yy' • ,• • a r V �. ____.. W ..t.,._ r 1 t a • a } • ti O• . e.IB } p W t • B} E �Y � � t � .s 6S__ I ml� � �: r.. � +� R pCC � SITE LOCATION 0 x •� �• �.� r 5. � Z 3 `l � t �.. I I_ - °r F: R- ' EN CONCRETE PAVER 04'I 1 c `, r ' P 1471 lyannough Road 4 ". w - „t R= ' � SIDEWALK ; \• , E DETAIL #427) dr '� � o N o }f �t . I ° ' `� } Hyannis, Massachusetts 2` ':I �F ` O =3.0' M,A 2 E 4 1101 � y �'+� pG �,� °' �° rl/- I . t>:.�� I.,. o R=�0' , PREPARED FOR _: . Z •° °. EXISTING, LO TIN(, DOCKS ,:� v ��: � }�,� �� - o � �� °R�°�'-� � Shallow Pond Professional, LLC (`�'E 2 r CS)TO REMAIN �/ r �, ,^." 0 �^ O • � y �' cJ O z P .� v a � ' �� ©� '";oil � " Q �► �, � ,,; 683 C Main St. a. u ' 40 oGd R=3.0 z4°• w tt Osterville, MA O J Z ;s 1'L LS ® 1 Yu.:. ,t,�'' , y.%,r" y• T y D. i \\ G � �u � �, , °• .Cp (508) 428 4323 a f u, L 9 1 '\ , tF WF 4 +' A \ CA °• O ar ' / TITLE ''� Layout & Materials Plan �• . � � � �.�I t n I' I a '- ` ....., _ G o © -A\A ` °° SITE SIGN pC - / , n © - _ 2 0. MAP d a } UPLAND IiNL) p , (SEE NO d"' LFF .- , ,i 2 ,i,' .-F.., H ', W ...kL." P !;) AE - 7,677± r , I ':. Q •'t+ .a 7 er ERE S !� e` ACCESS MENTTE ON " 6'x21' FIRE TRUCK 7"`F 4r A E P A 8 1 E 1 Q�3 F �� R=,4 Fr p c, � � ;'.,,,, ,:,.. _w: ,am ';t`x-'?"' ^'±. ate^,x^a.; . r.".r:.v .r ,. u, ;x ar,5," ', ,.rtl■ .... ..„„;az:.. ,. .0 ,r BAXTER NYE ENGINEERING SURVEYING � NOTE: EMANT AREA TO a l <,, k � R=3. ' °p , of ALL STRUCTIONS FOR Registered Professional Engineers and Land Surveyors .__ . . t r.. "m "�" I _ fir_. } OVERH G 4Ci I "�:, W. ° ti I rz - M p RpMo a 3_ 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 M EXISTING AT"I �, p HpNO\ �p\1. R=5.0 _ w_~rW 4 F ,� . 5, - - Cp CF� ;,r riTO BE ELIMINATED ^,„ sF II' '-� R=4.0' r• Phone - (508) 771-7502 FaX - (508) 771-7622 ~ :., 0.^i p�R a�\,�p r R 15. ; 5.0' "� j ,: z C 2 = x° EN SEE ARCHITECTURAL SIGHT TRIANGLE SHALL BE LEFT " - x PLANS FOR 20 0 20 40 PERGOLA, ONS COLUMN q�l .a. FROM HEIGHTS BETWEENPOND EL 34.5 CLEAR OF ALL �3' & 8' "' =' -_- s!N� r � _ __ , Rµ too,> t . 7 ,v , 07 o ! BE REPLANTED 50' BUFFER EWITH LOCATIONS A TO NTRANCE .n., =3.0' BITUMINOUS PAVED SURFACE p t/o ° � SCALE IN FEET ��;�, `, � tf' q NATIVE VEGETATION 110, CC ( #4 ) " , c� -\ �. p SEE DETAIL 1B R=5.o' �� }_'' SCALE: 1 = 20 ° W. r, , \ a 1 �r p C Cn `' ° EDDY ' , }' • Ot-24-07 LEACHING FACILITY INVERTS & ROOF GRAIN AA F- LEACHING FACILITY REVISION �r N Rt-=1' 2 12-20-06 C.C. COMMENTS - ADDITIONAL LEACH � AC ESS RJA ENT 1 r' a 11 Q f y J BASINS; BUILDING FOOTPRINT 12 07-06 C.C.C. COMMENTS cy a °, IMPERVIOUS AREAS EXHIBITS �© 07 __..,.._._. 11-27-06 C.C.C. COMMENTS �' ✓ =0' L II I @~1�a�A� -)_:, 'SETBACK _ � r, PARK G SPACE, ROOF DRY WELLS, LS oE:l tk, } 1 _..v Cn Cr- C, 9 F ND (SEE DETAIL „y''' ' M ."' ``'' = o I °°'"" =- r1 11-03-06 .C.C. COMMENTS REV. LANDSCAPING PLAN GATE: 5-31-06 h'" , �- 11S.4T� tfo �m fc�°Y DETAIL) .,�3.5� � � � i �� ' � �!,� �. k.tx € MAP 10-02-06 C.C.C. COMMENTS/REVISED WETLAND DELIN. Ln I 'R '2 �0" W '1��"I'„?6, i`I, � y __w .__.._ ._ S "7xi 520 ✓ 4. --------'. ..,�,..-. .,...-tr...-......_ -4 a _."..ry �,y_.,..,.,»,. ,}....:,,_„ :.,..., ....,. �, ,.....,_.._L ..._.._.....�^},.:. .._a'"s,._.....W---(,k-_..,,,..__<:,^--"----v?-...,--..{)'"_.,_.., ,��.. `, >..v`,x N�„S r"'�r.. .. "''..)---•..,,� -...4 ,:.. ` O I )..1 1 ff e�.`�Iri11�,,k'��:.kh..: r,r.,.1`i�'1�lil��,,.."�Ae�,t.,._ LOI ,ar s ° 8-24-06 CAPE COD COMMISSION COMMENTS O _ J 67 NOTE: OBSTRUCTIONS NT AREA TO BF KEPT CLEAR F � ¢'' �r^, E OF ALL OBSTRUCTIONS FOR LADDER TRUCK ----a. �r ' F' 6-16-06 CAPE COD COMMISSION SUBMITTAL h. 'M1� f .f r" i n w; k i PARCEL � dt Itifl:'t'X d ti�..� �J f,.,,V®'43 R.d a ,`I'L a.w,� y,S,t I��Li y�'"t .md"'t'ga. ^J�' r°" • OVERHANG i �'�`v�l��` � 31 O6 S.P.R. IN ,r o a NO. BY DATE REMARKS i / 1d rf rF '` / ``" DRAWN BY: MCL DESIGNED BY: CHECKED BY: MWE DRAWING NUMBER ! �f� d f E TINGCOND 4; d z ='x'` 4 h.: :n'A f:;7t,:�s,.+h' ,..��'"F,:+ PA::i„ 'a:s..F _R/'1 ! f (PER 1` ..,.....,._.»,_.�. ,,:� r D v s r' f r , a . � <'- i-� / d +, } ,f -'L�'�,`i�F�(t� .°)!`dIJ�'r��'#�e�:"�7"'�,s r, F, r' ° .l ,.. tLL�; r _ - > �� _ .2005-103 o I __ N:. 0 R D : UTILITY NOTES: 1 • 4. THE ON--SITE WASTEWATER TREATMENT FACILITY SEPTIC 11. GAS, ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY ryx 1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT ( SYSTEM HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED HEREON. THESE UTILITIES SHALL BE INSTALLED WITH A 1-888—DIG—SAFE) AND UTILITY COMPANIES TO LOCATE ALL ) � � � r , OR OTHERWISE DIRECTED BY MINIMUM COVER OF 3 FEET U.O.N.IN ACCORDANCE WITH 310 CMR 15.00—STATE ENVIRONMENTAL Q f EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START o .. ,• OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE CODE TITLE V. THE CONTROLLING UTILITY COMPANY. CONTRACTOR SHALL COORDINATE ANAL LAYOUT WITH APPLICABLE U71UTY EXACT LOCATION, BOTH HORIZONTALLY AND .VERTICALLY, OF �. COMPANY. 5. WATER MAINS TO BE DIP CEMENT MORTAR LINED U.O.N. t ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE � 0 ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE AS LOCATION OF EXISTING UNDERGROUND INFRASTRUCTURE, 12. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS (y i UTILITIES CONDUITS AND LINES ARE SHOWN IN AN REQUIRED BY AND IN ACCORDANCE WITH THE LOCAL WATER � LANDSCAPED � .. DEPARTMENT AND APPLICABLE AWWA SPECIFICATIONS. TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. ALL COMMERCIAL AREA C. Lm APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO .THOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED LIGHTING SHALL BE ON A 15 MAXIMUM POLE. LIGHTING DESIGN ' SHALL MEET THE REQUIREMENTS OF THECAPE COD \ BY .THE OWNER, THE ENGINEER, OR ITS . REPRESENTATIVE. THE 6. TYPICAL. COVER OVER WATER LINE SHALL BE 5. IF LESS CONTRACTOR AGREES TO B FULLY RESPONSIBLE FOR ANY AND WATER N COMMISSION TB-95-001 EXTERIOR LIGHTING DESIGN Y E ..THAN 4 OF COVER IS PROVIDED, INSULATE W TE LINE ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE DETAIL 0 R \ CC D AGAINST FREEZING IN ACCORDANCE WITH DE L �2 5 O 13. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR CONTRACTORS FAILURE TO LOCATE SAID INFRASTRUCTURE AND EQUAL. BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT. UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM " M .. Al9 BACK FILLING OF TRENCH SHALL INCLUDE 12 IN DEPTH PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE 7. DOMESTIC WATER SERVICE TO BE 2 POLY PIPE INSTALLED n ;-r ��,.:,-.- •-,>,r-. '. 1 ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY WITH A CURB—VALVE AND BLEEDER MUELLER BALL—TYPE FLOWABLE FILL TO THE BASE COURSE OF THE SURFACE ; CROSSINGS, VERIFY IN FIELD THE LOCATION AND INVERTS OF MARK II, ORI—SEAL AND CURB BOX. TREATMENT. THE SURFACE TREATMENT SHALL THEN BE WATER, ELECTRIC, GAS, TELEPHONE & DATA COMM AND REPLACED IN KIND. op o 5' RELOCATE 8. WATERLINE INSTALLATION REQUIRES THRUST BLOCKS TO BE \ ' ELOC TE IF.CONFLICTING WITH PROPOSED INVERTS PER THE MO A XIS71NG STRUCTURES UTILITIES ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL INSTALLED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE 14: DEMOLISH/REMOVE VE ALL E Q A , UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. HYDRANTS IN ACCORDANCE DETAIL #301. FOUNDATION AND CONCRETE PADS UNLESS OTHERWISE SPECIFICALLY NOTED HEREIN. p /--'' I cc ccg �,. 2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED 9. FIRE HYDRANTS WILL BE MUELLER, CENTURION, OPENING E° l MAINTENANCE AND PARTS AVAILABILITY. c BETWEEN ALL UTILITY CROSSINGS. LEFT TO EASE ,,./� WATER VALVES WILL BE RESILIENT SEAT MUELLER GATE 3. A MINIMUM 10 HORIZONTAL SEPARATION SHALL BE VALVES OPENING LEFT. ;.t MAINTAINED BETWEEN WATER AND SEWER LINES. WHERE WATER s t R 10. AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN .- °P �, - y LINES CROSS SEWER LINES, THE SEWER LINE SHALL BE ;,-- ,,. � 9 6 E �, �', � , ACCORDANCE 'WITH MASSACHUSETTS BUILDING CODE AND 0 ,� --~ LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18 BELOW � �'� o - � s, APPLICABLE NFPA REGULATIONS, IF SO REQUIRED. SEE PLANS � r. � THE WATER LINE. THE. SEWER.LINE JOINTS SHALL BE LOCATED A , ,�, , _.� EQUIDISTANT AND AS FAR AWAY FROM THE WATER LINE AS AND CALCULATIONS FOR FIRE SPRINKLER SYSTEM BY OTHERS. c POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL ' :; a -, ,,, AND/OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH 1 - ` , = zY THE WATER LINE AND SEWER LINE AT THE CROSSING LOCATION ,+'' c r SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT—LINED .J vR DUCTILE IRON PIPE FOR ONE FULL 20' PIPE LENGTH OR c ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY / 0 0 SOUND. THE JOINTS FOR BOTH PIPES SHALL BE LOCATED AS � r, I �: '.` �.,. , ''". - �A /� Kam'' k �•y i � t FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH PIPES `''� EXISTING BUILDING I '- , W 2 SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THAT _:: G No. ,1 ,81 DUSTING C P ENTS PO PUMPED ry p t� THEY ARE WATERTIGHT. EXIs coM ( ER GIs) ,, �` a 100' OFFSET FROM N IN PLACE �, o j0. _•-. F G LINE _ WETLAND LA ��' Q, � �p _., z:vC , ,_ �. -- v� ' v z y .,.r , r, ._ ...._ VIA BRICK firms 9g l ; ; G gtl F PLANTER Q s I ° ti,+'_.• S��N6 & SIGN .q0 1!} t 1 40 ! _ • PROPOSES GHTING FlX7URES 3r, 1O BE C(30RDINATED WITH �`- ARCHPfECT do OWNER TYP. , CONCRET ` �' FLAG 'POLE , • � / fi , • 50 OFFSET FROM �. \ • �_ . . �. _, \ �, SAWCUT PAVEMENT '^ WETLAND FLAG LINE .OF i fi FOR WATER CONNECTI h INSTALLATION (SEEN 12 ) `' . IF DOMESTIC 8 FIRE SUPPLY.ONES -� . HO 'ciQ ARE ARE INSTALLED IN THE SAME 04 �n TRENCH THE DOMESTIC LINE SHALL l BE PROPERLY SLEEVED IN C SCH 40 -�''' tiF � �,_ .✓", N 5834'3 - 1, 4 E f ' /r' 2" WA SERVICE TO TIED INT'0', • v �, o EXISTING FORCE MAIN v o :r: _62.20' WATER Mi11N USING IS INLESS STEEL`; I ,/ REMOVE & CAP STRAPS, SADDLE, do CORPORATION , WF ID--11 TO BE REMOVED �tD ® EXISTING GAS LINE m dt.METER 1r EN o R G MONITORING ii ?� TO GRADE ® COSTING LEACH PIT AND :. i .-� C INLETn TO BE PUMPED. W: REMOVED, dt DISPOSED OF O � _.._ .. ;� -ti.,. � ,�:.I L:,� _. OFFSITE - < _._. ^c "� •-''' ,• w W o WF BVW-4 / �. t W 0 o WF B VIN-6 `A F B VW-5 / RO ':_ s , _ ..•��'" y 1tiF IB-10 - . VHF BV+h+_3 _. r .�-r,,��__. . -----— c - -: -.. - S Z CONNECTION ^� W — REMOVE EXI NO U711�T'Y POLE, W p W ''`�,., - Y 'p •�P, �•.�,� W VICE -�'-W -� '� INSTALL UTILITY >. RELOCATE EXISTING WF IS t1 OVERHEAD SERVICE, & U11UTY BOXES W ' +1F IB-6 EN W g?W ,'�'�.. N, C�W POLE AS SHOWN o OVERHEAD ELECTRIC d�' FHB Vet,--2 .�'•� * '�` REMOVE do CAP h q •'"\ .� �,.� DATACOM SERVICE.-AND ^� I E E SE7PVj a+t �n' " Pa- -•"� THEN PLACE UNDERGROUND D �° E E `�EO�"'` W 2 `M W .�'\ EXISTING GAS LINE AS SHOWN �-2' '+V{DE RAMP /` � CE l�' do METER � I \. CND. x SITE LOCATION I t c \ � •..� E ,,,,�� 0� .ems j WF IB-5 .._ ` E 1'R"' � \ A 'A C ING FLOATING DOCK O"t,. 74 CA, -'r _ E pA 4y _ 1471 lyannough Road 2708) S .\ / M • , .0 E a) STI sEP 61NNTs Tn BE PUMPED. �n o , "yannis Massachusetts 4, 1 -� s t'�• / REMOVED, & DISPOSED OF O 97E � :� t'A'' � � PLACE VALVE. BOX, AND � o\ I TEE. MATERIALS PER � �, ti � �;, PREPARED FOR TOWN REQUIREMENTS ow A�' r g ' Shallow Pond Professional LLC { / z Z o f 683 C Main St. �P 70 I C_OT �BWF IB-4 . a+ PLAN BOOK 539 PACE 24 , o _ , _ ,� Os#erviile' NIIA .: ; MAP 253 PARCELS 014 XC1 & 014 Y{}2 �.YW : , :�•, c,t� ,p r --� f ; :. � � _n .. 508 428.4323 I . z . _ �,,� UPLAND R,F?EA — 7,,,941f SQ. FT. ,,�; REMOVE do CAP DUSTING _r„ -r ;�� ' b�r N T N TITLE �4 +e� `LINE do METER. ,CON EC EW WETLAND LAPJD AREA — 7 677t SQ. F r , E ;� -r ` 36.0 ;. t ./ W i . . ._r . ..::.._ ..: ,. , : � -- SHOWN- � � - ADJUST NO MANHOLE RIM SERVICE AS TOTAL PARCEL AREA PER PLAN — £�1,618� S.F. .. -< EXISTING IM EL - 47.6 � � : .�: Will Plan -�= PR RIM EL - 47.12 K71_r �, PROPOSEDFIRE :;, TT -.. I_J W 1 d n �( i HYDRANT - S .�.. ;� BA.XTER NYE ENGINEERING & SURVEYING , WF IB-3 ' A GREAT POND p m y`\ Z# ! w,� _ A ,- r 1 x ,w ..,, F � POND EL. - 34.5 � � � � �. ...�_ . , •3 '�•.7 , Registered Professional Engineers and Land Surveyors 12-LF 4 SCH 30q ' I a ® A. � r �, ...__ .,,. / � 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 o 0 40 PVC O 2.07G p G t� �S _ ., n, / � . y a�� s Phone 508 771-7502 Fax - 508 771-7622 pV N xN cn 20 0 20 40 �, q� _ {*w l4F IB-2 `!,� +'� SXv l EF HEN 1 ;s ..... SCALE IN FEET � N• ;<... .>; _ ,: ,: O to MATSON v, , CIVIL SCALE. 1 20 ' S No.46345 4 RD _ . f 07-12-07 EPTIG REVISIONS SHTS C-5 do 6 o F R0 _ .__... _..., REMOVE METER PIT AND p � - Cs ~` r Ot-24-07 RING FACILITY INVERTS dt ROOF DRAIN Fs GN ' R =� 1G .: EXISTING WATER SERVICE S�owA► E� :CST , „ :,, ;� ' CHING FACILITY REVISION E v, G S =" ` PROPOSED A - 3, . Tn,,:•. �M4a >.•-' �: 12-20-06 .GC. COMMENTS - ADDITIONAL LEACH 24.9{7 �: VENT DBOX 119 SERVICE �9. o INS BUILDING FOOTPRINT cV • _ PS 12-07-06 C.C.. COMMENTS S 50 42 20 W 144.36 TD �" . 8 20 W C� ., S 47 0 MPERVIOUS AREAS EXHIBITS 020 \`�\ o WFIB 1 5492010 W 0 1� 11-27-06 C.C. COMMENTS N - CONCRETE RETAINING WALL � ` S71NO SEPTIC COMPONENTS M BE PU ---- ARK G SPAC ROOF DRY WELLS LS .. �. `' / _ _ ATE. 5-31-06 / ' REMOVED, de DISPOSED OF OFFSITEOfFSITE PAVED PARKING o , I 11 03 06 C.C..CC COMMENTS/REV.REV. LANDSCAPING PLAN 10-02-06 •C.C. COMMENTS REVISED WETLAND DEUN • 8-24-06 CAPE COD COMMISSION COMMENTS f s i r+ 6-16-06 CAPE COD COMMISSION SUBMTRAL " o Q CONDOMINIUMS O , "EXISTING CO C0 ,n 4i _ $ \ \ (PER GIs) 5 31 06 S.P.R. INFORMAL SUBMITTAL i a 0 DATE REMARKS 5 "SHALLOW Parr N . BY p \ EXISTING CONDOMINIUMS PER GIs) DRAWN BY, MCL DES NED BY, ]CHECKED BY, MWE DRAMANG NUMBER ss "SHALLOW.POND I C3 1 M PLO 20 5 103UT.dw 0. 2005 2005 0� C L 0 o s 2 005 103 G I o _ _ 0 I N SEPTIC SYSTEM CONSTRUCTION NOTES. RAISE 2 COVERS 2RAISE A OPENINGS 1.=ss FT TOTAL FORCEwwN I rH, SYSTEM PROFILE isle GRADE � � GRADE SHOWN 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF TO FIN. WATER TIGER RISERS FINISHED GRADE WITH (59 LF OUTSIDE OF TANK TO BE 2 SCH 80 PVC. FINISH B• (�.) WAR EXCLUDMNG�q uoMG / 3s' MAX THE STATE SANITARY CODE DATED 4/21/06, AS AMENDED THROUGH THE DATE OF THIS j DI NOT TO SOMA FINISH FLOOR = 45.0 SCHARGE PIPE INSIDE OF TANK TO BE 3 3 PROPOSED GRADE = 44.8t �` COVERS WAR,TIGHT CoNERSR 3c GALVANIZED PIPE. NOTES: a LAYER DOUBLE WASHED 2. PLAN. dt ANY LOCAL RULES dt REGULATIONS APPLICABLE CENTERED OVER PUMPS SEE HYDR-O-GUIDE RAIL SYSTEM AS IDENTIFIED IN 1. ALL MATERIALS SHALL MEET H-20 STONE 1/8" to 1/2 FM40 GRADE OVER TANK = 44.8 Pump SPECIFICATIONS HEREON) OVER DISTRIBUTION UNES 6• to• LAYER OF DOUBT.E ► SHM 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. SLOPE BACK TO LOADING REQUIREMENTS. STONE 3/4• M 1 1/2` , (No SAGS- PROVIDE POSITIVE , ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN.PRIOR APPROVAL PUMP CHAh**R FOR DRAWBACK) SET MANHOLE FRAME 4�i i �� BY THE ENGINEER. � TOP of TANK a= 42.62WaqO!9 COVER O GRADE RISERS GONERS SHALL BE WATERt1aIT (6)-4' SCH 40 SLOTTED PVC MN.OUf • 40.6E GREATER TMIAN 1 DAY 4 SCH 40 PVC "y,• LEACHING FIELD CROSS-SECTION LINES O o.507i 4• SCH 40 PVC `L 2• GATE vuVE STORAGE PROVIDED 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlWNG, NOTIFY THE BOARD L= 12' S=2.OX (1.0x MIN ALLOWED) a MIN. (�Orm�) HIGH WATER ALARM GAL > 1,300 GAL (DESK>�1 FUOW) nJV IN = 41.40 ..• ' 14lI3 GALS. - 24HR STORAGE HICHwATER AURA O TAG PUMP ON a= 39s2 FINISIC � °� O. � _ '�.o ` OF HEALTH AGENT FOR INSPECTION. MN OUT 41.64 HOLES TOP OF PFJ►5TONE v OU1�41.15 c 359 LEAD'PUMP ON a= 38.32 TOP OF D-BOX a= 43.84 EIFb = �1.3.13 �, �� .-'.�• �/6• WEEP HOLE 359 GALS. PUMPS OFF a= 37.82 VENT 4. ALL SANITARY.DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. UNLESS , 4 SCH40 PVC - y, , CM�d( VALVE PROPOSED FIINSHED GRADE' OVER LEACHING = 46.0t TO 4&W.* COVER OTHERWISE NOTED HEREIN. � TEE AND •u ,. 539 GALS. LAW WATER ALARY a= 37.07 FIRST r (TO BE LEvvE>a REINFORCED CONCRETE ', S39 GALS. TANK INVERT Elr 36.32 {; LONGEST DMSTR. USE = 68 LF . ' " STONE 36"((Imo) 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED TO THE "C HORIZON" , FORA HORIZ. :f. . , ,.. . • . .,. :• :' . - 4 SCH. 40 PVC O t.00X MIN M SAS 2 LAYER 1 8 TO 1 2 ° ;. s ;•...-, ..••• :•: `:., : . :•• .. . • 2• oout�.E DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND K BASE, PRECAST • PER 310 CMR 15.255 t0 THE TOP ELEVATION OF THE SAS. r moo2 SCH 80 Ei1/ 61�3.OTM :• MASHED STONE INV= 4238 EFFLUENT "TEE' STONE BASE INLET TEE TO 1' ;. 6 SUMP ;• Our= 42.93 (3/4` to 1 1/2'� FILTER TO BE ABOVE OUTLET ELEVATION ` • W- 41A 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF PROVIDED (z*BEL :.. 4,000 GALLON TWO-COMPARTMENT OR APPROVED 3,000 GALLON PUMP CHAMBER •.•. COVER. ` SEPTIC TANK(H20 LOADING) Ems) (H20 LOADING) 6• DIS W SOILS M BE REMOVED TO THE "C HORIZON• � 4` SCH 40 SLATTED �= 42.63 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER DISPOSALS. { ROT!ONDO ST OX16-4 OR EQUAL ROTONDO STOX16-3 OR EQUALSTONE BASE PVC PIPE S=.005 TO BE INSTALLED ON A LEVEL STABLE BASE M BE INSTALLED ON A LEVEL STABLE BASE SEPTIC TANK TO BE INSPECTED 6 CLFJWED ANNUALLY PUMP & TANK TO BE INSPECTED & CLEANED ANNUALLY ADJUSTED HIGH GROUNDWATER ELEV. 36.B8* 8. THE CONTRACTOR SHALL CONTACT DIG SAFE (AT i-8$8-DIG-SAFE) AND (1ST COMPARTMENT Z,N7 GAL) PROVIDE FOR 4 DOSES PER DAY AND DRAINBArCK OF 2 FORCEMAIN. *SEE HGW CALCS ON SHEET C-3 DOSE VOLUME = 325 GAL + 11 GAL. = 336 GAL MIN. < 359 GAL DOSE PROVIDED UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE (2ND COMPARTMENT t,333 GAL) _ IBUTION BOX H2O LOADING THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT 1PUMP NOTES. 2 PUMPS REQUITE SEED DUPLEX - PUMP OPERATION SHALL ALTERNATE. DIS1R ROTONDO OB-7 OR EQUAL ) SOIL ABSORPTION SYSTEM (SAS)LEACHING FIELD(TYPICAL) LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE 2. ALARMS TO BE ON ARATE CIRCUIT FROM PUMP. To BE MISTALLED ON A LEVEL STABLE BASE IS THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE 3. 1 AUDIO AND 1 VISUAL ALARM REQUIRED. 6 OUTLETS REQUIRED SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN ! 4. MOUNT ALARMS ON BUILDING INTERIOR. HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS z �, `\ REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND \ _� f' �; ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LEACHING AREA REQUIREMENTS \' -' �- '' /` t / \ f P,AS PARKING -'"\\ \\ 1 LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN P NITROGEN LOADING LIMITATION: NA t, \ a r _ r �. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR M:_ _ - INFORMATION, COMMERCIAL: 17 338 GROSS FLOOR AREA �,s POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION INVERTS \ '' 4' TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH 075 x 17.338 S.F. 1,300.4 GPD �� r✓ --. LAP 594 t r _ '". Pg �c55 . OF ELECTRIC, GAS, _ TOTAL DESIGN FLOW = 1 300.4 GPD ! '\ \ � �=�'-�•f-'��- `\� -a,'� \ � , `�.: �-'" cc�' FN�'��''�-�...- � `., , 0 � r � �Dv A ��- r � PROPOSED INVERTS UNDERGROUND UTI PER THE LITIES ASEERS iR REQUIRED E CONTRACTOR SHALL NOT INCLUDED = NIA I `� `\ `\ o� //. 'r ,� E.P�' , PRESERVE I GARBAGE GRINDER ( ) / y. \ PERC RATE - S5 MIN. INCH (CLASS 1) \ Q� ,� ` /�-,' f-,,r-'"� �. � ��' y �\ '��, �'�. 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL I \ -� �-r y�r- f ` \\ _° r LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. LTAR = 0.74 GPD/S.F. MIN, LEACHING AREA OF SAS. REQUIRLOT 1 ED: 1,300.4 GPD/ 0.74 GPD/S.F. = 1757.2 S.F. MIN. • i \ `' ` / ��- f PLAN 800K 539 PAGE 24 "�� PUhP $PE '' ICATI4N� PROPOSED SYSTEM. 1 •�/ \ f <.�`'.: / (� ! -�' .'/ -A y ti RIM= MAP -253 PARCEL 014-•XG4 '1 \ PUMP SYSTEM COMPLETE WITH ALL EQUIPMENT AND CONTROLS SHAD. BE PROVIDED IN LEACHING BED 1 i f / ACC INFORMATION, MANUFACTURERES RECOMMENDATIONS, y % �.j' - ! , 0 40.,36 N/F FRANK R. MCDaNCUGN ` , �jr WITH ALL THE PLAN NFOR .> y C` c v� AND SPECIFICATIONS HEREIN. e RING BED AREA: 50 X 36 = 1,800 SF , �f t THE PUMPS SHALL BE RATED TO DELIVER: • \ ` ' - `�' 9 GpM TOTAL DYlIAMIc HEAD-OF 13 5 FEET & CAPABLE OF PASSING 1-1/4 DIA SYSTEM DESIGN CAPACITY = 1,800 SF x 0.74 GPD/SF 1,332 GPD , I i EXISTING BUILDING � � Z SOLIDS (MINIMUM). No. 1481 } �� -' c •-. _ - - v , PFR GIS) Un �n '`�- THE PUMP SYSTEM SHALL BE THE HYDROMATIC SUBMERSIBLE SEWAGE EJECTOR PUMPS -_ _ o / r /k6• -- _ ® "~ o MODEL SiN40 RATED AT 1550 RPM 1 PHASE,/230 VOLT OR EQUAL. THE PUMPING C COMP ENTS TO UM4PED, , ` NIl� >TR.CR JCS IN PI:A y` `�f ` • 100 OFFSET F 0M � . -�' a,5 ` �. \ `� { \ JELL r �, - s`EF�?._ !�.; _ L SY/STEM FOR A CONCRETE PUMP CHAMBER OR EQUAL SYSTEM TO BE PROVIDED AS A COMPLETE DUPLD(ING PACKAGE. TO INCLUDE THE \ ! ' ��y �? a HYDROMATIC HYDR 0-GUIDE RAI WETLAND FLAG LN�(E \ �\ _-__ - \ MA cP PER MANUFACTURERS SPECIFICATIONS (INCLUDING. BUT NOT LIMITED T0: WATERTIGHT w t \ 9• ACCESS HATCH. GUIDRAILS, DISCHARGE ELBOW ASSEMBLY, VALVES. LIFTING CHNNS. I PIPING WITHIN PUMP CHAMBER J -- - 49At`ti�' } \ `'t MOUNTING BRACKETS. FLOATS do PIPING). ALL DISCHARGE t ~ I ', _ -L '/ ' - `.~ _---! �3 AC5 : •''' '• _``- _�- - ./t/y A+r' p' WHERE THE D PIPING COMBINES INTO THE SINGLE FORCEMAIN. THE ` � < `� c` SHALL GALVANIZED PIPE AS NOTED IN THE HYDR-O-GUIDE RAIL SYSTEM) UP TO CHANGE IN PIPE FROM GALV. TO THE SCH80 FORCEMAIN SHALL OCCUR WITHIN THE /` -_ TP #2 `� �� r N 30-p -` PUMP CHAMBER. THE DISCHARGE PIPING SFWl BE SECURED TO THE PUMP CHAMBER ' - , _ E PROVIDED FOR INTERIOR BUILDING MOUNTING MEETING i TO PREVENT DISLODGING OF PIPE CONNECTIONS AT BENDS AND TEES. A HYDRO { LOT 1B \�, 1 ` "�_ .�_` THE SPECIFICATIONS PROVIDED WITHIN THESE PLANS. r �_w__--_.•'-+ �'� , `, ""' -.. ...� • PLAN BOOK 539 PAGE 4,\ _'1 �0'001A � \ 4 -�� \ I --" `` MAP 253 PARCEL 0 4=X02 ` tN � , � �rMANUFACTURER DATA/SPECiFICA11ONS; FOR N/F S. P. PROPE�ES, LLC �`, t ti ��' �� i SELECTED PUMP AN PLFXING SYSTEM EQUIPMENT TO E ENGINEER FOR APPROVAL LOT Al ` 47OPERM AND WITH PUMPS SHALL BE INSPECTED IN ACCORDANCE PLA BOOK 539\PAGELS�24TITLE V C^N FRANK R. Mk,,DONCUGH °\ i AND IN ACCORDANCE WITHWiTH THE MANUFACTURER_ ` rr 50' OFFSET`'.FROM - MAP 253\\ \,``' `��' ` ....-.. �...-.�:..: _.. � ~ ' ��.._ ` `� ~\\\\ \\\ ,\ t \ ''. \ REPORTS SHALL BE SUBMITTED SPECIFICATIONS-RECOMMENDATIONS AND LOCAL BOARD 014-X03 \ �. • WET-LAND FLAG Ct�IE `` F.cs OF HEALTH. ; TP #3 ' \ `\\\ \ \\ \� '`-' �' JN SS'cT`-'34 ` EXISTING FORCE MAIN \�. W tt r' y I \ ? TO BE REMOVED I `+ 1� N , ® ® - \ `E�ISTING L$SACH PY�' AND � 1 `\ `' ---- ---- `� 3• ) INLE TO BE PUMPED, t W W SITE LOCATION •` / r �" I REMOVED.:-& DISP OF, \ OFFSIIE t , ° °: 1471 1 annou � y Road r, -- ---- -4 �, RQ, _ ,\ , , !I Hyannis,\\\ - � � Massachusetts .,\ '.,� � .• -__-_--_- " WF BVW-6 w, BV`r`J-5 -}---..__ � � , � r - -•=_::\ \ •� w `, '` ''" t y aSsaC 1,1 ` � _ � - ,. V�;F BVW-3 ,/' t\ � t , f W � w � � `„ � _ PREPARED FOR WF�• - !B 8 ---- -- --- -- -_ REMOVE EXIS NG UTIUfiY POUF . .� W Shallow Pond Professional, LLC ` -•- 'w OVERHEAD SERVICE, dt UTILITY BOXES_ W�f 1'�►. w W ,'� ,� , W r` REMOVE & CAP \ 1rdFl� t�VG`-2,. - l ff E M' W ff EXISTING GAS LINE st. �r W3 C Main PLAhd 100� w � �/ do METER O E,.�AP 253 .PARCEL C. x y Y� 1 .,..-E \ � o�@�ff@, MA -2' At DE RAMP f Z f _ I '� �' N/ `'1-.,�PROPERTi /�r-E s �\ le r M -� �. a r (508) 42a-4323 ,f �. Cf�R r T �, kJ� iB-5 ---• ! ..,_ r .. 1 A �/' �' --- ' f � -_ t TiiLf I"' NG FLOATING DOCK- �`.�- \ r�� C/y Ct�r \ ,,. t It � ! 0 r/ 'L0 �• � E �� /�l .. � � ; -� �'�� ` / J EXISTING v Og �, �O r+ (5E 3-270�')TO REMAIN 4 7 •\ ESOSTI SEP %10i INTS TO BE PUMPED. + , O.e� �/ �. f Qr . D►SPOSED;OF OFFSITE _ •� septic sy'st@t11 Design P1111 BAX'TER NYE ENGINEERING & SURVEYING LOT 1B \ 1 WF IB-4 I �,,:.� L.,, ONO � � J t E V� f 4 y PAGE � / Regis erect Professional Engineers and Land Surveyors ' PLAN BOCK 539 PAGE 24 1 BREAKOUT E 43.13 ' �`� f //` 78 North Street- 3rd.Floor,Hyannis,Massachusetts 02601 MAP 25.3 PARCELS 01 ?-Y01 &. 014-XC}2 1 _ Fax - 508 771-7622 Phone 50$ 771 7502 UPLAND AREA = 73,.,41 f SO. FT. �} ��"� ,� ., . r �- ;� �-; Nr ✓ � r r' - --___'_._. ,-- - °j t NOFLn _ _ AREA _ S.F. ,f,. ' r :,, a t #3B / 0 20 '4 Iwo"al"MMINo c. TOTAL PARCEL ARIA PEE? PLAN - g11�3� I ' ,,:. } r '1 �'� _:; i 1.;':,, r, .p ._'TR •�1'IE;- �---"' � rr STEPHEN �� ,i § tNEW D. _. 20 '8 r / FIRE �► f tii / / MATSON N I LE FEET , z' __', .._._.._� _ .. : r f - ., r? Q " tea• '3- / ,. _ - �. o HXDRANT � f / CIVIL _. I / , d _ .o No-d6345 a „° . EXISTING FLOAT , .,� N . ,...y--- ,�_•_.�-._ � � 1 ., ., i .,� SCALE: 1 20 • r - •{ YYF IE3r3 j � ta� m / C.>' rf `r ff / .P /STE BE ELIMINATEA'� P�.� ( , / i e f l f F P \ TO ��0 r 1 F I f S G W / i/f to N r f 07-12-07 EPTiC REVISIONS - SKIS C-5 dt 6 '�� ` r N 4. SCH N mLL. I 4 �_..,._ r / do ROOF DRAIN UJ `f r� ! r IaO �� 40 PVC O 20X o HI G rC ,`{ / 01-24-07 EACHING FACILfiY REVISION � ] rr r r r � � s � f � .� r � 12-Zo-os .c.c. c MMENrs - aDOrnoNAL LEACH E C� w, s ` Ip (' r r P N to i t BUILDING FOOTPRINT 3 a u 1 p I r r r N� o O r / INS 8U LD , _ c r r 1?V ?� x - R M- 4 .CO f /tP t / 12-07-06 .C.C. COMMENTS � � 2 �p►ll► � � > i ; 1 � RI Aa'47.17 � �� , MPERVIOUS AREAS EXHIBITS cp' 1 xtA r Vf I r i' _ _ iri �` f l .n I / t 11-27 O6 .C.C. COMMENTS :. r! r�`"�. / r / y AR SPACE, ROOF DRY WELLS, LS _ _ . rn �o ....._ � .� r •- � � �'�+. DATE: 5 31 06 AvF IB-2, -03-06 .C.C. COMMENTS/REV. LANDSCAPING PLAN 8 1 ,' �'? ` r� :, . a!L'.. ... ... •,_i.w__ _ ti / ;/ 10 02 06 .C.C. COMMENTS REVISED WETLAND DELIN E COD COMMISSION COMMENTS _--A,,.._ r _ ,�,'- , _ COMMISSION SUBMITTAL 8--24-06 CAP r r \ aO r`�-> - ✓ ` ` 6 16-06 CAPE COD COMM I / � -.`' `,,,'� � ---"" CB .9�._F.l,IU r r / ! r ______ _ s SUBMITTAL - - INFORMAL a _ 1 _ - - _DETAIL} , S.P.R. / ✓ / 1 06 •- SEE 5 3 _9,t1' C 6 n7 _....,.. --- ..._- -.r' �y„- -' "7cr`r - j , / M,� I o ? ,� o .�- -__- -w - - �ttC . 46,68 KS 1 -- --_ J ° M� � N0. BY DATE REMARKS 4.90 110 - �. --VENT_ _._ I P u, f - �;- �: - 47.08'2 Rf :,- ,.,.�a:;_ u..�_,�_>._.:.�_: . :,..,. �, f r 1 , - � ,,, ,. r J .� ._____ si` ,, � ..�_._..__ S 0' HJ CUR INLF.�'�r _...�' � ` /�/ �,� A 02 D � DESI N H CK DRAWING NUMBER i 4`4 - / r f -" 50 42 20 W 144.3E D -- `� ___-�_- o-- o �, tr t r r r f �..• -- S 49'20'10" , /" wF YB-1 r t - ----C'_-� _ _ _ fl 1 1 `� l� �1 J _---- -- --- - _ - 45 - --- STING SEP11C dOMPONENTS TO BE PU �""_-------_ � 1 PLAN BOOK 366 PAGE 63 REMOVED, do DISPOSED OF\OFFSITE r { ,'' 0: 2005 2005-103 CML PLO 2005-103SP.dw MAP 253 PARCEL 013 001 \ / / r / r __ ` • MULTIPLE OAMIIIERS O / pLnLM O : . .. • _. .:_s ._ FILL NOTES: GRADING AND DRAINAGE NOTES: EXCAVATION / '\ .-'' 1. THE PROPOSED FIRST FLOOR ELEVATION = 45.00 " ,. 3/4 -1.5 WASHED STONE . 0.5 \ 1 ` f` e `, THIS ELEVATION IS EQUAL TO ELEVATION 100.00 AS SHOWN ON THE 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET SHOULD 5.83 8.514-83T' to ARCHITECTURAL AND STRUCTURAL DRAWINGS, UNLESS OTHERWISE CHAMBERS >> BE FLATTENED (AS REQUIRED BY SITE CONDITIONS) TO AT LEAST 1H:1V OR \ �` �� -7z `, NOTED. 1'.. 0.5': :`= `_:.: - =:_ .:.=s -=` - . '=• _ :'`_ : ::= -_`.: SUPPORTED WITH TRENCH BOX OR SIMILAR DEVICE. ALL WORK SHALL BE PERFORMED SAFELY AND IN ACCORDANCE WITH OSHA AND MOSHAT5\ `� THE PROJECT ELEVATIONS ARE BASED ON THE NGVD 1929 VERTICAL t - REQUIREMENTS. �Y , `,� `t �k ! \` '� DATUM. 43.5' _ '� j\ ' , I T__ �� UP �150/79 2. AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, GENERAL FILL \ I ti \ o� , , 2 DEBRIS STUMPS EXCESS AND UNSUITABLE MATERIALS FROM THE PLAN OF ROOF LEACHINGI FACLITY SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL ', \ `� � `e °� �1 �, CLEARING �& DEMOLITION OPERATIONS SHALL BE REMOVED FROM 500 GALLON PRECAST LEAQWQ CHANGERS TANDEM-AXLE DUMP TRUCK. THE PROOF-ROLLING SHOULD BE PERFORMED \ ' ` �' f AS DIRECTED BY A GEOTECHNICAL ENGINEER. NO FILL SHOULD BE PLACED THE SITE AND DISPOSED OF IN A LEGAL MANNER BY THE NO SCALE UNTIL THE SUBGRADE IS APPROVED BY A GEOTECHNICAL ENGINEER. � ' ,� ; \ � CONTRACTOR BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL SITE GRADING ° l'} °'� 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO SHOULD MEET AASHTO DESIGNATION A-2-4 (CLASS III) OR MORE �� CONTROL SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK. MAXIMUM GRADE OVER LEACHING SYSTEM = 39.6 GRANULAR AND BE APPROVED BY A GEOTECHNICAL ENGINEER. ALL FILLS ,` 4Q� �` ,, i � I 1 t , r SHOULD BE CONSTRUCTED IN 8 LOOSE LIFTS AND COMPACTED AS , r , , � � 1 j , 4. DISTURBED AREAS SHALL BE TREATED WITH WATER DURING FOLLOWS, UNLESS OTHERWISE NOTED IN PROJECT SPECIFICATIONS: ' ; '� , / \ ` ' 1' z , , 1 / EXCAVATION, OR APPROVED ALTERNATIVE, TO CONTROL THE DUST. INSTALL INSPECTION PORTS To - FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS, 95% OF ASTM WITHIN 6" OF FINISH GRADE D-1557 (AASHTO T-180) , 5. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE CHAMBER TOP CONCRETE LEACHING CHAMBERS CONNECTION - TOP 12 INCHES OF ROADWAY SUBGRADE, 95% OF ASTM D-1557 , t , i 1 \ i ` ,� STABILIZED WITH 6" LOAM, SEED, & MULCH. THE CONTRACTOR ELEv 47.50 .._<._. . - _ AASHTO T-180 i ,q ' , , 4 - -� =_: ( ) , t SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN _ IN - RETAINING WALLS AND FILLS WITHIN ROADWAY (BELOW TOP 12 INCHES), ' '� �' PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 SHALL BE d INV IN= 38.17 • = ':'' S`WM LEACHING BASINS ADDED TO- RETENTItJN AREA1 f N o _ o 0 0 o a BOTTOM OF 92% OF ASTM D-1557 (AASHTO T-180) ', CL #?RE-CAST H-20 LEACHIN"ASINS ,j i 1 ,✓ FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CHAMBER & STONE , E } • UNSUITABLE solLs, IF ENCOUNTERED BELOW - FILLS IN GREEN SPACE, 85% OF ASTM D-1557 (AASHTO T-180) s Id x 4 ST012'AGE HEIGHT � � �, '�- -� � `� � � CURLER OR EQUAL. EL = 36.17 L " 1 FILLS FOR PIPE EMBEDMENT BEDDING, HAUNCHING AND INITIAL WI* 1 FT OFj STONE BE EACH U UI� 4 1/2 TOP OF CHAMBER SHALL BE REMOVED r0 THE 1.17' - - ( f AND 1 FT OF` STONE Al OUTSIbE-PERIMETER \ � \ 6. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND DOUBLE WASHED STONE � r C � 1� \ 'C HORIZON" AS REQUIRED. BACKFILL), 95% OF ASTM D-1557 (AASHTO T-180) RIM AT GRATE INLET = 41.00 (USE BEEHI E-&BRA \ ` Adjusted High Ground Water = 35.0 \ TOP OF SLAB OF LB STRUCTURE = 40.50 (4'�AME HT �"- TYP.) `\ \\ INSTALLED FOR H-20 LOADING. • / , OTTOM 0 PRE-CAST LB'S=36.00 r' , GENERAL CONSTRUCTION NOTES: _� f BOTTOM F STONE EL=35.50 7. A 25 MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL MOM OF FINE LEACt FACLITY 1. OFFSET DISTANCES NOTED ARE TO THE CENTER / (2 COVE TO GRADE AS SHOWN FOR MA TENANCE ACCESS)' ' `,� \ PROPOSED STORM WATER MANAGEMENT INFILTRATION FACILITIES AND 600 GiAALLON PRECAST LEACMN(3 CHANGERS q�rON-H2O1 OF STRUCTURE. g' SEE DETAIL #140� ''� �, SANITARY SEWER/SEPTIC SYSTEMS. NO SCALE 2. SET CENTER OF CATCH BASINS GRATE 1' BACK FROM FACE OF CURB f ,° `` ` v �' LINE WITH A 0.1' LOCAL DEPRESSION. WRAP CAPE COD BERM AROUND , j U A 1 8. CONTRACTOR TO VERIFY IN FIELD, WITH ENGINEER PRESENT, SOIL BACK OF GRATE WITH A 3' CURB TAPER. r �' 'r ,�j i �� _� ' � �ct' ~--� _r °.�� INFILTRATION RATE PRIOR TO COMMENCEMENT OF CONSTRUCTION ,J f rr` I,r, (ASSUMED 6 MIN./IN. INFILTRATION RATE). IF RATE VARIES FROM 100" ASSUMPTION, SYSTEM MAY HAVE TO BE REDESIGNED AS DETERMINED r BY THE ENGINEER. 4" __ '-"�`"r- "��' y \'ti 9. CPP - HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH --I 20" DIA(-- _� �\ `� ; `- f -�1� -' / ` '1 � SMOOTH INTERIOR WALL TO MEET ADS N-12 PIPE SPECIFICATION OR - - \ , \ �� EQUAL. CPP PIPE USE SHALL BE ALLOWED AS NOTED, WITH A ® ® ® \`, '' %'�'`� `� ='�✓ \ a `{ 't� DIAMETER UP TO AND INCLUDING 24". BACKFILLING CPP MUST 3" ® ® ® ® ® ® � \ FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIAL CARE �\ \ \ MUST BE EXERCISED (SEE ADS PRODUCT NOTE 3.115). _®_®_ ®_ ®_®_ _®_®_ 10. ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS AS - t EXISTING BUILDING I - SHOWN ON PLAN. ROOF DRAINS TO BE AT LEAST 8" CPP - _ 40. �� ,� _ No. 1481 I \ �\ c\`1 AT 1.00% SLOPE MINIMUM, UNLESS OTHERWISE NOTED. MINIMUM 102" 4� - ------- --\-____ � , � (PER GIs) I -''�� c7 TYPICAL COVER SHALL BE 2 FEET, U.O.N. r tkJ BIO-RETENTION AREA .- / r' `n �RE'IENi10N�AREA !1 � \ r TYPICAL DETAIL o SHEET C-10) ? _ y LEACHNt3 CHANGER tTYPICAU - (NON-H2O1 •DO C-10) ( \ e 11. ALL RCP PIPE TO MEET CLASS IV SPECIFICATIONS. � �� 44 _ ' .' �J -•' ``Y � ``�l � \ �`"` �� = PIP INSTALLATIONS SHALL FOLLOW PROJECT 12. ALL E SPECIFICATIONS AND PIPE MANUFACTURER RECOMMENDATIONS. APRTYP � `� SWM LEACHING 'BASINS ADDED TtZ$10-RETENTION AREAS o �S 13 PRE-CAST H2O LEA ING BASINS �2 4t.75 4186 `'� s " 13. UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL 47 23 _ TP #�2 ` \ 50•�1 6'IDsx 4'STORAGE',\HE GHT 2� �'' �. �\ t� WITH 1 FT OF STONE ETWEEN v .UNIT INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE ��-__� �~~�''� FT OF STOKE uTEIIMETER INFILTRATION SYSTEMS AND REPLACED WITH SAND BORROW PER MHD _ D1 SEE�B'1fPIC�AI.�TA�IL o�FIE C-10 � `` � �"�" �'°"`•�' Af - ` � "� p'1� � x> � �'`� � _ 4 AIM-AT�~GRATE INLET = 42. 5"- � M.1.04.0 TYPE B. ~{ e ) r 41.93. `\\ 'a t 40`O , .20 TC 0 TOP\ � LB PTRUC L ROE = 41.0 8- STOR HT. + 6' SLAB TOP- TYP.) OUT--. \ � ` � 45.70 BC BOT��M OF OE C S . LB S 3 _, ` pX BO TOM OF STONE EL=36.08 �ti �,\ � 47.0 /COVERS TO GRADE �S`'SHOWN FOR MA�TENANCE ACCESS) 43.50 TC E DETAIL #140 ` 1 50 OFFSF�T'�ROM � _ �y ti 43.00 BC - .- .. � i� ,"c� ' ° 4f. .��6x 44.19,TC 44.94 TC INV OUT =39,33 \ \ . x C 43.29 W 44.44 ADD COVER PLATE 46.02 TC WETLAND FLAG CIJE f \ OUTLET TO r `�` � ` \\\ 43.17 x , `. DIAMETER ORIFlCED AT 45.1 45.52 \ 4 •�, INV. ELEV = 39.83 0 � � STOW'SP�L7.Wl (TYP. - �c 2 .24 ! '� SEE TAIL SHEET P�-\ 1�6 �� Bl 3O CF `.�. P '\ ;ti `� �� `� N 56\ 4'3 o \ �•,`CP`® S` %"� ® �� ` `tl `�`1�,4 1 ~ s2;�OR4 °~ TURE SIDEWALK 31�. 1 Rp 5 D r �� 9X 43.84 46.56 TC WF� IE3-1\ �,. � UMIT OF WORKZ � � ,,,� � � � � ® ® A o� `; (►� �SEMENT ,' 43.45 x \ti ------- r ti r i ITV.=41.76 ,= o STAIRS TO GRADEspa ____ SEE AROATECTURAL i 44.1 `� �, i UMIT OF WORK EOR' BU�fER REVEGETATION� ,__4 PLANS FOR ,�i RO �' , q ; ( WWI r-_-- ° SITE LOCATION _ Y DETAMS (TV) RO4.7s , �� ` ; 1471 W ` "� nno g Road WF BVW--3 f INV.= ;V / ROOF DRAIN r `" ,� �� r' i lya u h ✓ - , -- ____. tail; IB-7 m , ! FOR FLAT ROOF o <000 - ROOF DRAIN-LEACHING BASINS ' 38.0 ' I •o t t W ~ w � #1A 16 \ �' W W Hyannis, Massachusetts %' 8•_'PRE-CAST--H2O-19AGHING BASINS t + J WTH .W 4173 X---,, !►' �-� "� W C \ y ! ' r+7 t 0- ARCHITECTUR EN W ' x W �, 43.16 W 61D x 4 STORAGE`°NEIGHI'�� ,r' _ - ' R p r 1 FT OF STONE BETWEEN EACH-UNIT 8 -2-- O f 4 / �S ' ' W "\ r' W �� rl \ t PREPARED FOR \ T-OF-STONE AT OUTSIDE PERIA&MP,_ �'f r` i ot� f �.,fTC --��W ```� rr Shallow Pond Professional LLC VERT IN =-4f38� --'`� ='I / ; . 44.80 TC 43.94 BC--_ - ' W ! `-•2' WIDE RAMP /� t r GR OVERFLOW'Ei�V = 43.80 } r O j 1f LB STRUC B TOP =--4Z50 _ /,� ( Z ' EN 44.30 B . f ` p l�E 46.06 BC \ 683 C Main St. Al \ err,1 TOP OF STORAGE T = 42.60�. 'F IB / t > ` f ` Er , TN --- FLOATING DOCK O- 74 t{}`V - '-, t �'A fr ,' ` _ OSterville MA 5 I G FL \ 2,09, L1N� BOTTOM OF PRE-CAST 3$.00 ` >> , t f er s E 3-2708}TO REMAIN S \ 10 BOTTOM OF STONE EL=37.50 \, cg L 1 o t 0 r .► . , l `p 0 PROVIDE 2 COVERS TO GRADE A HOWN�OR i tEN '� „� .,�► / i ,o' o ! t -- (508) 428.4323 \ 44.44 TC MAINTENANCE ACCESS ° ,1 ( (�� i /` 2 ` � ' ,94 BC 43.16 ;O� �' \ TITLE SEE DETAIL #140 ■ _ _ _ °° �, Grading & Drainage Plan U a LOT 18 �� / _ � ; � 1 �� ?.� f s 44.30 � �1� f �r� ,.. � r t � 46.56 BC L \ \ V IB 4 t t o y.� qi( .� Q g, 30 i at` t ; 46.06 PLAN BQC4{ PACaE4 , l ; ; o GCAI 2 r ` ' _ � j ,' i BARTER NYE ENGINEERING & SURVEYING MAP 253 PARCELS 014--XO1 & 014-XO2 t tr ct� 0 p ��,, �� -'' BREAKOUT ELF`----- 43:4V6 f ; �" `rr _ r UPLAND AREA 73, 41 SQ. P�. / s x21 F1RE ;TRUCK Registered Professional Engineers and Land Surveyors WETLAND AREA - 7,677t SQ. ET. � tr v I - __ � - ZOO. ' 46.58 TC r ACCESS EASEMENT / .- r � ,7 -- -,�___ __--- __ _ 43.86 • 46.08 B r 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 � TQTA!_ PARCEL AREA f- ER I-'LA��! = 8 r,615� S � ;�;�� ' I , I �.(`1 �, ( o - _ �' r _ ! r Q �► t 1 /r ( ,j' �► { + � �' 3� --�M-- q_,� - ,''44.7 45.15 ' ' rr NOTE: WEMANT AREA TO BE EPT I Phone - SOS 771-7502 Fax - 5081l 771-7622 v r I _ - _. x j Or ALL OBSTRUCTIONS FOR LA DER T l m I j r' � i / � t � �RD �. I_ 44.80 TC - f o 44.14� � r 1 (�VERHA�IG l o t 1 rr j r r ..s�-1, �--__ 4��BC__--_-_ ___I_� _� i' 45.15 rr r EXISTING FLOAT -n I r/ r ( i } t CT It'd-rf� � 44 45.07 r ' ' f 20 0 20 4 0 TO BE EUMINATED F`00 v 1. IBr-3 r% it i 1 � o �' .68 20X 1 f Y N � >�,� y-'� ,� ' �` �,' 1 N ��, a Q /. i r`f SCALE IN FEET ,- 1 C� �o r f rj E ZV"' w �' 47.25 7.06 �1 r 1 " - , W, , r `� ' / f / SCALE. 1 - 20 = L l 0 Z. / r EDP' - i u 0 1 ar rr i { ROOF DRAIN o C SPNK I w ` o s6T ( , 0 .. en+lL �,' , t I FOR FLAT ROOF SEP� ,- I cn N / �� t t 01-24-07 LEACHING FACILITY INVERTS & ROOF DRAIN 31 _ ROOF DRAIN LEACHING FACWTY w y 1 , 1 V�FY yHTM o N o 47.25 HP) r. t , ,a 5N500 GALLON PRECAST CONCRETE LEACH as = o r t j I 45.13 uM? I o � r t LEACHING FACILITY REVISION ,.; u,, r ,• ARCHITECTURAL �P CHAMBERS "'- r r W ~~ `` • ' j o / r l , I PLANS 44.63 BC I W 45.45 i f' / 12-20-06 C.C.C. COMMENTS - ADDITIONAL LEACH C' . ., 0.5 FT OF STONE AT OUTSIDE PERIMETER f r �J I ® � o I x t ¢s�'Y/ 1 rr / 12-07-06�C.C•COMMENTS FOOTPRINT .a GRATE RIM OVERFLOW ELEV=39.60 �` r� , ROOF DRAIN (TYP.) 46.85 TC r I ! r t S TOP OF CHAMBERS = 38.92 ' -- 17 IE3-2 46.35 BC IMPERVIOUS AREAS EXHIBITS INVERT INTO CHAMBERS = 38.17 f ' r r �0 �� ,r _ -- -- 47.<2y t / t! / 11-27-06 C.C.C. COMMENTS BOTTOM OF CHAMBERS = 36.17 x26 FIRE TRUCK i PARK'G SPACE, ROOF DRY WELLS, LS PROVIDE 2 COVERS TO GRADE AS SHOWN ' / tr r t Rp r�,i �-INV.=42 I ACCESS EASEMENT FOR MAINTENANCE ACCESS / t ' _ - '� 47,27 TC , t ,80 ,/ r r 11-03-06 .C.C. COMMENTS REV. LANDSCAPING PLAN DATE. 5-31-06 f r r J __ f 0 INV.=420 L- ------4&53 TG o SEE DETAIL HEREON ' I rr r _ _ -RO T R �w_-_ OX'- .46T% BC i r f r RQ _ _--_--_ -24-0 E t / r r , 10 02 06 C.C.C. COMMENTS REVISED WETLAND DEUN COD COMMISSION COMMENTS a � . , _l -`" _--____- .-� � MAP 2 r l --"` _ G._--- - t __ ° j�/ /` i , / ,rr 74/', 6 16 06 CAPE COD COMMISSION SUBMITTAL ___..'.s 50"42'20" 4�' 144.36' TU 4 s_.. -- ---L- ,-__ J 8'20 N ~ � III _i� -__- t S 47°Q R tt i' �f r� 5-31-06 S.P.R. INFORMAL SUBMITTAL _ 4 7 43°2r0'10" W 1 - �c� ( sr � 020, j a r --_ - _ _ 45 -- - - 50 r r NO. BY DATE REMARKS � ` / � > ( ,'``f � __ NOTE: EASEMANT AREA TO BE KEPT CLEAR j-�`-`� "�--=`-.-,�_ , 1 '' 7 , ,f r o i rr / tr r' I _ OF ALL OBSTRUCTIONS FOR LADDER TRUCK t t f �r ' DRAWN BY. MCL DESIGNED BY: CHECKED BY: MWE DRAWING NUMBER j s r r �. o - _ \ OVERHANG �`� Ln / f 4 ,r' /, ,' ,'r ;` ,,-'l ��,� '� ' --- _- �g / r,°' 0: 2005 2005-103 CIVIL PLOT 2005-103GD.dw o. r'' /' / 'l 1r �` ,'' EXISTING CONDOMINIUMS ~• --- __ '� r` �"� ,' / f` fr' 2005-103 O CONSTRUCTION SEQUENCE '6 1. INSTALL HAY BALE SILT FENCING TO ESTABLISH THE LIMIT OF WORK AS SHOWN ON PLAN. 0," =;H `. �y OPERATION/MAINTENANCE PLAN ...." k.....F'~„w•. dry, k 0.��Y'. -``.h 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AREA. y y 4 �` h, THIS OPERATION AND MAINTENANCE PLAN SHALL BE PERFORMED BY THE GENERAL 3. DISCHARGES FROM DEWATERING OF EXCAVATIONS SHALL NOT 8E DIVERTED DIRECTLY INTO ANY WETLANDS , FACILITIES ARE COMPLETED AND PUT INTO OPERATION OR EXISTING STORM DRAINS WITHOUT PRETREATMENT VIA SETTLING BASINS. PERSONNEL ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT SHALL BE INFORMED 4. INSTALL HAY BALE CHECK DAMS ALONG CENTER OF SWALES AT 100' O.C., AS NECESSARY. " "n THAT THE MAINTENANCE OF SILTATION CONTROLS TAKES PRECEDENCE OVER NORMAL CONSTRUCTION ACTIVITIES. ADJACENT PROPERTIES AND STREETS SHALL BE PROTECTED 5. CLEAR AND PERFORM DEMO OPERATIONS FOR SITE WITHIN THE LIMIT OF WORK. ; " FROM EROSION OR SILTATION CONDITIONS. 6. ESTABLISH ROUGH SUB GRADES FOR PARKING LOT AND BUILDING PLATFORM. INSPECTION AND MAINTENANCE, AS OUTLINED HEREIN, SHALL BE PERFORMED FOUR TIMES 7. PERFORM BUILDING AND SITE CONSTRUCTION ""` °� '' � ; AND MAINTENANCE SHALL �j^' �} u 'i E CONDUCTEDI SON AA SEMIANNUAL�B SIS 2 TIMES A INSPECTIONS AFTER ALL LARGE 8. INSPECT AND MAINTAIN EROSION CONTROL MEASURES AFTER RAINFALL EVENTS AND A MINIMUM OF ONCE PER WEEK, 4 i 00 �y , w STORMS. AN INSPECTION REPORT SHALL BE MAINTAINED. 1 ° ACCUMULATED DEBRIS IN CATCH BASINS, WATER QUALITY INLETS, BIO—RETENTION AREAS, 9. REMOVE SEDIMENT BUILDUP AT EROSION CONTROL DEVICES AS NEEDED. REDISTRIBUTE MATERIAL OVER �, ' �.--� ',Q'r�_'� ti =� '� "` q, I ,-_� i , SITE IN CONFORMANCE WITH EARTHWORK SPECIFICATIONS. ,. SEDIMENT FOREBAYS OIL/WATER SEPARATORS AND LEACHING BASINS SHALL BE + REMOVED BEFORE ITS EXCEEDS 2 FEET IN DEPTH AND DISPOSED OF PROPERLY. BROKEN 10. ONCE ALL DRAINAGE STRUCTURES ARE INSTALLED, INSTALL FILTER FABRIC AND HAY BALES AROUND ALL o f OR DAMAGED GAS TRAPS/ HOODS SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO NEW STRUCTURES AND MAINTAIN THEM UNTIL PAVEMENT IS IN PLACE AND VEGETATION IS ESTABLISHED. ENSURE ADEQUATE FUNCTION. ALL OUTFACES SHALL BE STABILIZED WITH STONE PROTECTION AS REQUIRED. __..' " z, I r o. _ 11. ALL CUT AND FILL SLOPES SHALL BE TEMPORARILY STABILIZED WITH TOP SOIL, SEED AND MULCH OR / + `. A VISUAL INSPECTION SHALL BE MADE AT ALL ACCESS MANHOLES, CATCH BASINS, CURLEX AS REQUIRED IF CONSTRUCTION ACTIVITY CEASES ON SAID SLOPES FOR A PERIOD OF FOURTEEN WATER QUALITY INLETS, OIL/WATER SEPARATORS, LEACHING BASINS, PIPES AND DAYS OR GREATER. ALL SLOPES SHALL BE PERMANENTLY STABILIZED AS REQUIRED IMMEDIATELY UPON DRAINAGE CHANNELS FOR THE ENTIRE STORM DRAINAGE SYSTEM. THE GENERAL COMPLETION OF FINAL GRADING. '; t - Rv" �k' f`` CONDITION OF THESE STRUCTURES SHOULD BE REVIEWED AND ACCUMULATED DEBRIS i t SHALL BE REMOVED. THE CONDITION OF ALL OUTLETS SHALL BE NOTED AND A " x. 12. COMPLETE FINISH GRADING AND STABILIZATION OF SITE. INSTALL BIO—RETENTION TRENCH SECTIONS AND {'PLANTING. PLACE FINAL PAVING COURSE. DESCRIPTION OF THE DRAINAGE STRUCTURES SHALL BE INCLUDED IN THE REPORT. .-,w—^ @ ; 9" �,' ti w DELETERIOUS MATERIALS SHALL BE REMOVED FROM THESE STRUCTURES AND THE `ry 13. REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES, DRAIN MANHOLES, PIPES AFTER COMPLETION OF -�,.�w•-,., ; � ' DRAINAGE CHANNELS IN ORDER FOR THE SYSTEM TO FUNCTION PROPERLY. CONSTRUCTION. REMOVE AND REGRADE TEMPORARY BERMS. SWALES, CHECK DAMS, ETC. STABILIZE DISTURBED AREAS. J ww ALL OUTLETS, DRAINING CHANNELS, AND SLOPES SHALL BE KEPT STABILIZED. ANY EROSION SHALL BE REPAIRED IMMEDIATELY. 14. REMOVE HAY BALES & SILT FENCE UPON ESTABLISHMENT OF PERMANENT GROUNDCOVER. STABILIZE ALL AREAS WHERE HAY BALES WERE REMOVED. BIO—RETENTION AREAS SHALL BE CLEANED AND REVITILIZED ONCE DEWATERING TIME . . EXCCEEDS 48 HOURS. -~' va �# T94 1 > THE FOLLOWING MINIMUM INFORMATION SHALL BE RECORDED: 1 _ > � DATE OF INSPECTION r» hDE A u r" * o * GENERAL CONDITION OF THE ENTIRE SYSTEM AC NADEQUATEFUNCTION MAINTENANCE TIONS TAKEN TO ENSURE AND C C MAIN WHEN PERFORMED. F r * A COPY OF THESE INSPECTION REPORTS SHALL BE FURNISHED TO THE APPROPRIATE PROVIDE INLET PROTECTION (SEE DETAIL #607) ; AGENCY UPON REQUEST. 1 s ' ' BIO ETENTiON AREAS SHALL BE PROTECTED FROM a t SEDI TNT UNTIL ABILIZED ALL DRAINAGE AREA ! i ,., c. 4 -r k r E r l ) PROVIDE r�i e i s�,. ---, \ "`*s.+. «.,,�.� .^»_ e• SILT X f FENCE BASIN PROTECTIOW , _.,.w . �v t e +. Y �3�f J �1 F r� . S 1 �,,. S ..- m�..,-� •,,.,�"- ,�...-_, _. t � ("�ak�01 1� �`1 �, �+�K.]. I�r�s i I� �, —••—=�,�.. ,.,,,- `,>, ;,;, -.'^s'" �,, .� • ,a ttyt`,tlt`��'` .� e :.F"ti � l�:Fl � ,.e". ,,,,„, ,.,..,,, FQ _�.--- b h ., r«',.` •; OPI�IAREA TION AREA t3 I 81040ENTI _ TYPICAL L 0 SHEET C-10 "A, 9a E \ �� TYPIC N '6H T C 1 ) ( ) '`. ,� � .r-:i'`f t •�-.> (� AL OET f�«O EE 0 ,,. s } �, r I • a ' r V4 e g h .4 A 44 00 ", ' ,,+✓Y s, s t.,,, STONE APR01 ( 'f' • . ; PROVIDE SILT h • f /'�' . '"�'^:� �f ��FENCE FOR BASIL • ' PROTECTION .4 .... .,. ` �u" •...... ■, � '••e~ �/� w. � r r .,;''"` � • • `';a.,.. l Y � f q 4 fir`tip'= l,� "1 � 'r.. ;S.A'� BIO-=RETENTION AREA p. SEE TYPICAL DETAIL O SH T,,G 10) f • °•, Yr « .,. fyd„_,,, � • -• � .. .O" �;/ . r e�4� � '• ` e•••� ■� 1 t ��f :.i _4 'f e", �� r• • -PRO'VIbE SILT FENCE FOR BASIN PROTECTION-_. �'_ r° .,,, e •"� e .■•"• `t %'` _ DE ) y k y ° r a e w.w ' t t . 0 CI F S i ,wFR01R ,,.. ` k WETLAN f FLAG °"r r °••° "} ; ° ,„ e.;*', pE•;.•'' � ' '"<<.; ,@,. ( ` `., PROVIDE INLET PROTECTION f :, '•° 4 .•• STONE LLWAY(TYP. ( EE DETAIL t �� i'k: f r- ;...a •■ ,.; ■•• , a� �ti , ' } r'.. f t �. -,,. S �607)�, SPI � p A 14 S l°`` ,-�G¢—,..6 ,% a .• ■. "$ET FENCEA ; O r' ; ■ C:'3 e••:� t� =h1 1 "';�F t LIMIT OF WORK r.••'■� •. (SEE DETAIL .,, Rp �`' ...•■_ •lemon •.• WITHREQUIRED FOR THE DURATION OF ® ° ; a ., 50 BUFFER_AREA TO""m SILT FENCE AND HAY BALES � •,. 4 `,, STAIRS TO GRADE } .. � BNATIVE VE EDTATION �,, j - 5, t MTV. 41.76 r�, � ,, » .._., , .� � q M ', .,.-+r►, PROVIDE SILT W • SEE E DETAIL �1601)G OPERATIONS „ y f ` o rt SEE ARCHITECTURAL •%"''� �,� =" `,* s •,"w ,h ^", •�.r• •.,.� __•�. RIDs+ t t Yy `•� .,,,- 4 W t r • BASIN �• � -' ROTECTIONB - V r _. .., PLANS FOR � `5 ,, , x \. :f.. DETATILS (TYP.) RD 1 (`' W,,. er ` SITE LOCATION ,, •,d W 4 i ' ryi.,. �w ... "�. '' - _'""_.,,._,,. ..».,..,..,.....e g... y .,._.__... ,. S6' ("�WI I,�b._... J,r = .x 4 j ,,fx w 1', w� .,.. J w �,_ _ u INV. � 'A :.. �.- ,:z: 1'_, -�- ---- .:m.,_ � P'7 38.0 � } .,�` d W W ,''�� W � . .. �t - - _ VERIFY WITH . �7 ROOF DRAIN '' Rt FOR FLIT ROOF W i . -w �.., W Hyannis, Massachusetts W�, ILA w t*I ARCHITECTUR EN W f W W w I y _ t; LANS Or f E PREPARED FOR 1> P w 3Y ;a } l ," Shallow Pond Professional, LLC 683 C Main St. A f• ;, " ATINO DOC'" " ,.` `. r{ram a s �+}1x / '�w ;"""' f€ ° i x '�".�. r 't 't `3 yrr OsterviIle, MA '. :� "",'a�.7r, .,C) p_�.•.;;.�G, "�' +',,r f � '`�, , -,"� \ / t ,y( © rr ,1 ,.:, � ,,. J � l" ..�,, i+ 3 ^'" •�'� - o °` Y� �M �� (508) 428.4323 ' 4 , TITLE G'^ •� - ..� +r 1 '�' s.,,`t ^�' iia��k '�"M1 ■ �O� -�t- � r � .4 -�� s�� }� � Sediment & Erosion Control Plan � ✓" " p-,4,U. >€� fir �` �i� j�� Al s i h @ j _ d /A� @§ k '""," P .. ..-� ,r Ww„ gb,�„ � i ,,'( s� kI ;� r, �� ` � `� AX R NYEI M,14" ✓�e.) @ t"a i v i�._,.-.. {@ 4 f,(�.11 & 0,t !'�C , ,''-- �' �� '� B TE ENGINEERING & SURVEYING _ C I �,,....; n^- I. 9° 1 g .,1,: » ". 1 I f a " STABILIZED CONSTR N �r, t 1 O � 1 O© IhP"dr�`� 11u.. ' ' -'`-'' F. ,�.^n.:. .o .,r "_ °�,."., "��- y --ENTRANCE � ��' Registered Professional Engineers and Land Surveyors �. 'S tee► E � ., r ., -- .� _ .,.. - C) ''a+ r ; ,e :-f " ,e o. , 3 r __. . » 'r (SEE DETAIL 609) �" I , 1 ,_w. i ., I 1 � .f_ 1 r 1 ;_ .R,. h ,f -- „ ... =�e 78 North Street- 3rd Floor Hyannis, Massachusetts 2601 - ' — — --- ,A� 'Q ,' ^ ;° Phone - (508) 771-7502 Fax - (508) 771-7622 Ln TO BEE L,MI � @ � � � � w,;, 11 , ;� i w �� 20 0 20 40 f LLj MATrUM 4 f _ � -.. . _,__,. t „-,. i'9 � , r F 1 I � ` .�` 5 -- �, � � SCALE IN FEET �� P _ SCALE. 1" — 20' � t ROOF DRAIN 4 I o t tE® m n 1 a '"' ,�i p 5tS BUFFER AREA TO FOR FLAT ROOF A � a \ } , +' ;�'�� / 01-24-07 LEACHING FACILITY INVERTS & ROOF DRAIN ry BE REPLANTED WITH VERIFY WITH I o _ s= ` �" /'NATIVE VEGETATION ARCHITECTURAL 1 o a � � ! �s- LEACHING FACILITY REVISION ,p""4 V7 r t ` ? 1 PLANS jnv a r / 12-20-06 C.C.C. COMMENTS - ADDITIONAL LEACH s. ; 'S1I r r., f `D < ® ' ROOF DRAIN TYP. �\ pN I �' .r r � ti y N rk / „ 12-07-06 BASINS- COMMENTS FOOTPRINT r W O `� O ti' ( ) 5 e EP C � �f " � N �. � � r" ^' ti�,;,, 4,�,,=2� ,r�fj - IMPERVIOUS AREAS EXHIBITS �2 r 6 � / l" FENCE HAYBA 11'-27 06 C.C.C. COMMENTS v ' .' LIMIT OF WORK R0 , ' `�—INV.=42 f =y R PARK'G SPACE, ROOF DRY WELLS, LS f (SEE DETAIL ,#601) � � �� ~ � DATE: 06 o -- INV.=420 (_ e" ``` r 11-03-06 G.C.C. COMMENTS REV. LANDSCAPING PLAN 5 - r, RD '', {.. Rp —— — _._. .,._. — �--...�- ry ROViDE`'l LET TE. � y. � —3 — 06 C.C.C. COMMENTS/REVISED WETLAND DELIN. N' _.__.. _ ._.__... ..._.. _n., ✓ .,sa o ,, All ,� E IL c�_ a: W_,._ �......_._ _ ,.._ - -,. - _ 8-24 06 CAPE COD COMMISSION COMMENTS _,.,..__._ _ _.,...,,. td j / -' .." — G _ _ r� e 6 16 06 CAPE COD COMMISSION SUBMITTAL v' y� ,@ a ".n ,.1 _.... a w " w :, ,..,... �,.. w_.....w _'__._.. a - - - <. , �,r,5.. ,9 @_. r' ✓� 5-31-06 S.P.R. INFORMAL SUBMITTAL ,•, �" � ._ -'-� --. � I _, �.,,-;...._. .._,x.,_..,._,�._w--e _ -'y.. �.. _�.-_- � � . � � ..._.,. ,.� r� PROVIDE INLET PROTECTION �.. i� COS _ - ``._ EE L �.: 1,7..,E _ _ � r` — \ >� _... ... '`,h4 _ (.S ) ,.. _ , fs' N0. BY DATE REMARKS ,° .DETAI DRAWN BY. DRAWING NUMBER r , r Ln w f� r" �' r F' ;F � -' / 0: 2005 2005-103 CIVIL PLOT 2005-103SEC.dw « `e. " ._.•_. -103 Ln 2005 O � I - I I I I � . i .1 , �% : i 1� I I I ,,, I I � � , -1 - � I , I � . V11 � z , I I NOTES: � I I 11 '�, �1, , I xl r I � l ,� I F I , I , , I ; i �� 1.� . , I I � � 4, 1�, 4 'I'll I � 1,1, ,,""__ - ,, 11 PLANT MATERIALS LIST AND SPECIFICATIONS: � , 1�� 11 . ,1, � "i I I - - i I _ �� I I - 1. PLANT SOIL SHALL BE 1/3 SPHAGNUM PEAT MOSS AND 2/3 FERTILE -1 . I � .1 1 4.� I I _11_11 � _1- - _- I � I � - -� "SHALLOW POND PROFESSIONAL, LLC- HYANNIS,MASSACHUSSETTS AUG.29,2006 BIO-RETENTION AREA PLANTINGS I s,I" I\ \I ! lv, I -, - FIELD LOAM BY VOLUME. .� I � . - , ! � � __ "', 1, %,, __� 'i 4 11�� 1, �', - � - , I I., 1%�, - I I , I 'L�, 1�1 , � - , I " , � � 1� I'll i� �11, , "I ��I -1 I 1 11 1� 2. MULCH SHALL BE HORTICULTURAL QUALITY HEMLOCK BARK. I, KEY BOTANICAL NAME: COMMON NAME: SIZE: QUAN: COMMENTS: i. 11 \' � ��.� i I 11 I 1� � 11 �iL / ,%!i I — . �, %, \ �, � I ,,,,% i � ,�"; CODE: BOTANICAL NAME: COMMON NAME: SIZE: QUAN: COMMENTS: � �1, '_," �, Ill - i", � I'-� 1 3. TREE PLANTINGS SHALL BE COMMON VARIETIES CAPABLE OF - I � `,� 'i, , � I �" " � , - _� � , � �, - � 11, I ,� , ; , "Ill 1'i� "I � "I i 11, �i \ REACHING A HEIGHT OF 30' 0 MATURITY. 11 %, 14 � .- ")`_�n I TREES: � lL \ I ,� "I I'' � � 1 I i q, 1. j � , I_ �i, I I , _- ", i I � I � , , , I - � � SEDGES: � I I �'� I , , A, "�1 1� -APB -ACER PALMATUM 'BLOOOGOOD' BLOODGOOD JAP. MAPLE 5-6' 2 BB I �1�1_ , "_ , I L TI LL BE COMMON VARIETIES CAPABLE OF I t - � � � " ", � � � 'j" - , - I � 1, � - ,; ��, " , ,, I i . I i , -_ ", ;� � - -10' 2 1 � I . - " _ I'� AR 8 BB 11 -, - A MINIMUM HEIGHT OF 3' 0 MATURITY. � _ I I � � I - , l, � � % 11 ,� � .. � I -1 � , t , -12" VARIEGATED " � " I ? , ,_� , 1 -12' 1 -CAREX CONICA SNOWLINE 8 1 5* POT � 1, I , �� ,� L -BN -BETULA NIGRA 'HERITAGE' HERITAGE RIVER BIRCH 10 -3 STEM MIN./BB , t I �1� , i I ��', \1", �,:, I 1�1 "' , I I �11 I ., 11 \ I 1� I . 5. LOWER STORY PLANTINGS: SHRUBS 30-46 INCHES -CK CHINESE KOUSA DOGWOOD 7-8' 3 BB -CAREX DIGITATA 1 O" DARK GREEN 5" POT _�,,�l , '1.1� r 11 ,oll"! I",.�" � 11 � , 1, I , ; � ,," �� , �` I I I �, ; I �; -CAREX NIGRA 12-18- (NATIVE TO EAST BOGS) P 5" POT , ,�, IQ I �, � � ��,, I\ I -GT -GLEDITSIA TRIACANTHOS 'SKYLINE' SKYLINE HONEYLOCUST 3-3.5"cal. 7 12-15ft./BB I., " \ �_11 � I I � 1. -��, 6. PLANTS SHALL CONFORM TO MOST RECENT STANDARDS OF THE ,, 1� I I i V, ,, l,- 1, �, i �,--`� I , 11" I I ,� E l;li I I V" � �, %� � _JV -JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8-1 O' 2 BB ,.,,__ �� 11 I I % 1; 1,I I 1z�i �, 11 � g AMERICAN NURSERYMENS ASSOCIATION. I � 1� i - '�f? � ', RI � .1 V.� 1'�_Iil 7� ! �1�1 �_"I -PPG -PICEA PUNGENS GLAUCA COLORADO BLUE SPRUCE 8-10' 14 SHINERS/BB I+- I .� I " 111� � , �i I'll, ir I " . ei�, � L 1� .I . � I � � , . I � . �, FERNS: 1. (P \1 "I I ,,, � - I i , I I ; - I � i I il, 7. PROVIDE 6" TOPSOIL & FINE GRADE & SEED ALL AREAS _PS _P WHITE PINE 8-10' 2 BB �0 � � � I --:',, ` I 1_';�,�111 i �� _� : I", " I � � � ` 11�1 i � -I 11 " t� '�, NOT OTHERWISE NOTED. i - , I iti f �,�" 11 � "I I I , 1, I ; . � � � I dl' I I , % I � '. ,�11 7 � I 7 ��, -PCA -PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT FLOWERING PEAR 3-4"cal. 2 10-12' ; � I ; I - ,_,; 11. I f i ! ; �� I CINNAMON FERN S BR/5- POT I;q-y �� ks it I I �_�I� � - I �� i � , �� I I . ,It.......-1 , : ; , �, - - 11 , � i 11-11 � iL. SA SALIX ALBA 'TRISTIS' GOLDEN WEEPING WILLOW 3-4*col. 3 RETENTION AREA I � 1 4 r , � I �� I � I ? I I I, 8. ALL PLANTINGS AT DRIVE WAY ENTRANCES WILL BE MAINTAINED TO A I I � � ,�', ;� ,,�, , -ONOCLEA SENSIBILLIS SENSITIVE FERN 0. BR/5- POT 1, � . I j �,, , , 11 11 I I . I : �, �; � I I I � � 11 � I \ � . . I � I i I _,� - � , I � - , I I � I -TO -THUJA OCCIDENTALIS 'NIGRA' ORVITAE 5-6' 53 BB; OTHER AS REQ. -1, , � " � � I t, 41 I HEIGHT OF 3' OR LESS AS TO NOT OBSCURE TRAFFIC VISIBILITY. -DRYOPTERIS SINOLOSA TOOTHED WOODFERN BR/5- POT (EDGE PLANTINGS) �, I _,_1 � \ a I �� 11 1 '' I 1. I., I I I � % -i,,-,, � i; � � � .....I 11 ., 1� il I I � I � I _ 11 �� , 5 � � ,� I "It ,� I� 1�1, 1, 4m I ;.1 i 1% - 11 -, :1�1 "�� I'll .1 SHRUBS: -DENNSTAEDTIA PUNCIILOBULA HAYSCENTED FERN BR/5- POT (EDGE PLANTINGS) I ) ,? I i 1.'-,� 'i I i_�', ' IRRIGATION NOTES: (REQUIRED) I� I i ,��7 j 11 I � ,� 4� .I �, , , � I I , / , , � � I � /I I I I ,I I I�, " ., � _. , I I V" , T - ,, . I I ; �? I .� -� ,� __ �k � k I � � ,��,� _, If - � � I % I " I � I � ci .-I ., _�, ,, BS -BUXUS SEMPERVIRENS 2-2.5' 30 BB F ," - i I\1� I I ) -,I'_ I I - "I., l; 1. CONTRACTOR TO INSTALL ON-SITE IRRIGATION WELL PER TOWN IRRIGATION I,- � ,., "", '? ,� , I � I I I � "� . 1, I I - � I ci I �'� I -, ,-, I ,".", '�jl� , I� -, o � I I .� !, x ,. ,,, / REQUIREMENTS. _HMM -HYDRANGEA MACROPHYLLA 'MARIESII' LACE CAP HYDRANGEA 18-2e 20 CG/BB 0 "�_ i � � ", ". I - . � I i OTHER: i 4 \ 11 J � _,7;-_ I I � '� " " �� I I , i ! i I I / I � , ,11 I I - I I " I - . -HPG -HYDRANGEA PANICULATA GRANDIFLORA PEE GEE HYDRANGEA 4-5' 6 CG/BB 0 "I, � I Nl ,I , � " I � ,�, 11 2. CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS TO i I i % � / � - , i � � I __ w " , , 1 � � q I " r \ � � z .� - i _., I . " � , I d _HS -HYBISCUS SYRIACUS VAR. ALTHEA- ROSE-OF-SHARON 4-5' 2 CG/BB I I , ,, i t _ � i, 1, BE WATERED I.E. ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE TO I -, I . -JUNCUS VAR. "COMMON RUSH" T BR ",.-. l " 11, � Z -,i'l .�� ,"'z" I �.......` i �, -- I - I � I BLOCKAGE BY EXISTING OR PROPOSED SITE FEATURES. __ � �, - 11 ,/ I I c _IG -ILEX GLABRA 'COMPACTA' INKBERRY 3 Gal. 17 CG (RET. AREA) -------.1- ,-� -11, __1 11 'l I 11 -11 -----____ -,,_1___'_-_' I _ 11" 'I, \ 2, 1,, �, ,--,-,. ,, I 1, . _JPF -JUNIPERUS CHIN. 'PnTZER' PFITZER JUNIPER 18-24-m 5 CG __ � _, - I "I' �" , 3. CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER 1; -VACCINIUM VAR. LOWBUSH/HIGHBUSH BLUEBERRY 30 0 24" O.C.BR/3" PLUGS (EDGE PLANTINGS) 11111�'11---------________ 1-1 �-_.__ ,L -I-"-,- I-I -, l,,- 1�1� EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER _JSJ -JUNIPERUS CHIN. 'SAN JOSE' SAN JOSE JUNIPER 2 Gal. 40 CG/BR;3-4' O.0 MASS/RET. AREA 1 _�___�-," __- �, "', I 1. I /I _ ,..._��i�_ ,_,_�'_ ,%, ` / "I 1�1,- � PLANTING, I.E. VERIFY ROOT BALL SIZE FOR PLANTING. .1 '' �� l ", � I _MP -MYRICA PENNSYLVANICA TI 12-15� c� I", -1, -"I I. 1:91,_��- - � �, I �_,____ ",,, _____��`�,,� 1. %, il� 1,1 4. RAINBIRD CONTROL VALVES, COUPLINGS, SPRINKLER HEADS SERIES 1812 AND _OG -MISCANITHUS DENISETIUM ORNAMENTAL GRASSES 12-24." 100 FRONT BERM/FILLER (20) `�"__ -1 "ll-, -1, I/ I ,, I I I � I NOTE: _ "-,. ,'�_ ,__ ,'I __1_,., �,�, 1804 SHALL BE USED. USE TORO SUPER 700 LAWN ROTOR WHERE REQUIRED. " j? �, __ % .__ _1 -- -RER -RHODODENDRON 'HYBRID' VAR. LI D. 2-2.5' 5 BB/CG �_ I. " ,,,-,- 11% ___111_ '�11',___- l �_- I - ,- �,"I I'- 1�- .- �I - L, _-, _',�., ,'_� _�� -1 5. MAINLINE AND LATERAL LINE PIPE SHALL BE CLASS 200 PVC IRRIGATION * DUE TO SEASONAL AVAILABILITY MINOR EQUAL OR BETTER ��,��--_:-_�--_-,--,-,,,.--., I - � � 11 ,� -- -11 - 11 �11�1� �, "��,% I-' _RV -ROSA VIRGINIANNA VIRGINIA BEACH ROSE 12-15" CG/BR;3-4! O.C. SLOPES �'11, _:,1,-:,1 - 1) 11/" �� . 'C I �,11 o,,, SLEEVE SHALL BE SCHEDULE 40 PVC I - ' �11, I 'I, -1, .� `,�,,,, "", I - SV -SYRINGA VULGARIS LI 3-4! 4 BB/CG SUBSTITUTION MAY BE MADE FOR EACH SPECIE AND/OR SIZE. _111�� I - il -'r,"It /I �',I,il�.,Ii, ,,, � -, �,", I -- - "-�� , "`_,��-4_1_.1, _', Z j_, I I 1,1� __ 6. INCLUDE BACKFLOW PREVENTER ASSEMBLY AND SPRINKLER CHECK VALVE --1_111-- � A , .,.,� � , _ i - 1,1� 1, -" . , , -�", __-1_�, �, 11 , �, I . 1., ,� ___ _-_l I /L 11 1,, 4� --- "11�� "�, 11 _1 I ,,, L . " ", � / "_ -_ I I � 'HERE LOW HEAD DRAINAGE MAY OCCUR. _VC -VACCINIUM VAR. LOWBUSH/HIGHBUSH BLUEBERRY BR/3- PLUGS (RET. AREAS) _� 11 1,j ,,--,, 1,�,_�,�',"'":� ,� __ __ I �,,, DEVISES W �i. _3%, I I % ,�, '" ... k ".10 I - � " I , I � 1� __1 I __ - � 11"�, � , . " 11 - _ , -1- i, " %,,,�`- _1 �. . C", �i�l % 1� 11% `�,,, �- � . -1 11 _i; I- RUSHES, SEDGES, AND OTHER NTION AREAS BR/PLUGS AS REO.//RET. AREA _ . I L ,�1),� - �p " '_ . 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I 1� I , - ' .-IL � , p _ - ", I � I � �:_ � "I I I __k 11, 1 I . -11 _� i � � � . I , I _ , I �', I I., _��11 _: . �, � , I .1. 11, " �, I , .�- - I 11 _ I �, - l_ll� 11 I _ 0 1 1 ,� . � / � , I � , I'— � - - f I I _ � ,_ "I , i, "I 78 ' TO 1 I I , \1 r"'? _ "I L ; , � *26 (770 ft-) I -I , - � � i. I 1 1, -1 `�7777, , - - I, , t I " . � � 11, � ," _VC -VACCINIUM CORYMBOSUM HIGHBUSH BLUEBERRY _ __,1 '_�7�_� � t , I 11 � I . �, I �i. I ", -,%_ .� '1� 11 -- - -,-- ,_ - 1, _ � 11 I,- . 11 1 I I 1�,, " � -, k ,.,� � � I , � "I w I I %" I 11, %1' ,, ',,� 1. -11, - PPG(10 A, --, - ---- . � 11 "I � `.... 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COMMENTS - ADDITIONAL LEACH , L , ,�-, "', : - _ -, ""L ,j I '�:,_� ." '� _3 � -�. L , , % - "I I l �, I V� , 2 ,2 'f, . , "" , 11 �1 i , ,- , i � "I"" r" I I L� I _� ,,�,, -,,�,`, ,-_1, i ,v �1 I I I ,� ,-- - ��_ I I __, - �, 6ZI ,�', l 0 CONDITIONS AT THE SITE IN THE PONDSHORE HABITAT AND ITS � x, " / �, I, ; , ,,,,,-,,, ,,,- , - I / " I NS; BUILDING FOOTPRINT �, I ' ' I I I , � , / I ��"",�,.,�"",.�-,,--,z�-:�,- / i , �, I � � � 1-d >1 I � /1; P ,,-,-ell I I �'5,:,'�,'�',.'L,�.�'�"",,',":��'! �__ � 1, I I ,,,,r — � � , , �"_`��L I ;,,,, I I . 12-07-06 C.C.C. COMMENTS -, ��`rr'! - I - ' ' "' .'' - _�',' , L I I " D 2, ", _�',r�"�L , �i�� " � , , - I I " I . 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I --L�L�,;,,,,, ;��',!�-.�, I 4-�PG 7 ,�p��,��- ,L . ,� " ,; �/11 �'., - �q NON-NATIVE INVASIVE PLANT SPECIES AND STATE-LISTED RARE ", .1... 1 &W// /� I I ',,_ I � I � _', .� , 11 1 03-06 C.C.C. COMMENTS/REV. LANDSCAPING PLAN � / - , 0 , ,, Im, I/ ! " _: I i 41 "L /If�, /I 1. x " I _____ '- 1 ,_ 1� �," , �,/ c 'r i .,I ;I I 0-02-06 1C.0 D DELIN. I SPECIES AND ASSESS THE GENERAL CONDITION OF THE PONDSHORE. 7, ",i , . -_-_� L"' 1 � I ", -�; � I I .C. COMMENTS/REVISED WEFLAN I � , /r, /�- // ___L" - I - __ ., — ___ L I � � I e I� r 1� 0 0 ANY INVASIVE PLANTS FOUND IN THE PONDSHORE HABITAT,, SUCH 'I., � I.- _ � -,i. ; " 1 - I I " 11 L 11 r 11 1� -",4/ ' _ , � I -1 I i N V �_ � - I_-1 -, - - ___ _7 j ". Irli 11 ill .1 8-24-06 CAPE COD COMMISSION COMMENTS , , -- , �'i_ I - I— - 1 �_r� � I ". _�,'�_ - __ I-,, ,,-- I ,1 �,�L,�_, / __ ___-_-_ ::- -I 1 \�4 I .1 I— '��:_ I : I � I I , I AS SPOTTED KNAPWEED (Centaurea biebersteinii) WILL BE ____� ,� ,-/ , _ I I I, J , '�` � , I 1 MISSION SUBMITI'AL �_,,'//, -_.- �_�_ I . � ,� .1 ;" I 0 .. _ - � "'. ,� - ,J I � ; I I . I -_ — , I _ 11 "I �' . - I I I I - 11 11 .- a ,, � "� i ,- ,��, I I HAND-PULLED DURING THE SITE VISIT AND APPROPRIATELY I "I . I � ;I --- - 'L � �1_ ; I ,�,�,�'_" �r' � j a 11 � �� 11 I ` -- - . , 7 L' 0- , ESf 6', I I % .1 I 11 , _ -, - L ;_i�L -- 111- --- - _V ______ � � -, L_- f . " ; , I , - �1, 5-31-06 - � �� , , � I , � , , i I/ I v I - '. - - V1, _-4,L ; , S.P.R. (INFOR SUBMITTAL , 1 -, i�i�", Y,,,'////1,\\\IV . I , V � __y__,,, e�,�" -; I "',�,, , . " I � I I -_-1 - �, � , ,-, - V I I - - -, _i�, �, , - - :1 "I'll �, , � � �1, � I I -- ."�,, '. _ "L...I L... 1. - -_ i "I 11 _ � I , If� �_,I I , "'; ", "I � L i ," DISC It , - 11 .1 ;11 � : I �L-"".. ._1 _LL ,", " -". _111..I.- - I,� -"' �/_i V\� '!�,,�,�,,�. -, I I j-1 r 2 - � / r "I","?,��, 9 ,�� ,; �, t I I I - , _:� _ j - � ; -, ...... , 1,1 ___�'� �_,"-.... .. - -F- - � ",)� �, � 'I. , i i "I "I _j � '� '� 111-1111 I ------ _, "r �,:�,� , ,�j� I � -Z I 11 , 1,� ARDED/D YED'OFF-SITE. ENSR WILL NOTIFY NHESP AND __" ill__,`�,,,-_ 11_�_11, L ��T"'. I I , ,- _, _� _ , �,� � .1 -_:�____, _, "I � � � ,r ( > ," , � % I ",-'�--L-�,-,,��,-,�-.�:'�'L"�-------- _------��'. - �___ __G' �__ �,� 1 I IL � �', � � I -.1 D %_ I'_;- - "� ,__ � _ I 1-,-_- ,11.1 i-j 1. I � , " 10� . "', . � � REMARKS l;? _,,�,_ -, , , , �_ " r , " ,� NO.1 Ey- DATE , - , ' �_, - - A , � " I- I-�� I . _ ,� - " ---� _� 1.1; I ' - I .. � . __ _� , ,�� ", ,,`,.��................� - _;,, '�__�,__� ( � , ,'I-,' ..-,. `L , ! 1 " ,I -, _ 1-1 �p _ _ , -I- 11 � I-PPG � . _.I� 1_11- __, -_,11 ,_' L' 1-1 I I _,"', I .1 . � �, 1 ; , ___ 11_ I I I—:"_ � , I , e I——... . I 0 THE BARNSTABLE CONSERVATION COMMISSION OF ANY -, -11 I, " I L' I I � - __,,", _ I _ �, , " 11 ', � .1 - I ,I I � , _ __ - I ,f � i , " llc,',�, , L, , , 1 � I 11 - MWEI , ____ _, .11, -11 ` � r � - BY. ,� I - I " , - I-_ I EVERGREW SCREENPLA14tiNG i - MCL IDESIGNED BY. ICHECKED DRAWING NUA#BER 1-1- , � -1 I - � I e ". -, 11 1.-, 11 " �T --,-,-"-- 1_ , � � 11_,'� . � DRAWN BY. I I I -, _ �\ � � 4 __� j 'L /I . SIGNIFICANT OBSERVATIONS DURING THIS MONITORING PERIOD. 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" I I .", I'll � 11 I � I 1, � � I ,�',L I � / I I e c . . .1 I 1 ,., .� I I I q � , ; "' I I �" � I ,r , " I ,_1 , ,� � I � � 1, i � � �_�, 11 -, ,- i I �, ,_ I I - � , I � I I el , I I I j � ,, r - � � . ; � , " I l 1, L , I ,� � , ,, �'I 11 � � I W , ,� % " "I , j I I ill. i _ " - � _ � �, I I , 1 2005-103 LO i� I - k , -4!,�?��!��<' ; _ - ,�, 11 i I " - - I I 11 " �� lo I �, 11 � L/:��''11",", 1� �, - __ -- _ , "/ _ 'L� �, "I i ,_� I ;1 I/ . l 11 11 � ,', " . .1 "-.,.. � -, . I I 0 �_ " I ,� I - I,,%Iv', , I __11 -1 _-, I . -1, - 0 :5 I 1 ,r I ___. ____ 11 l � I - 1!�, .� ; 1 i", . - , � � 11 " -, ,-�_�- 6 _.- ___ -- _ _ _ - __ __ - - _ _ - - - - - - I - - ___ - - - , s* -aw 45 -_ _.. "mow.,...., 3-7-71 , " zj LEACHING BASINA , • f, 42 ._..w, ... 810-RETENTION ARE, f FA 1 ,. 1 53 H SEE DETAIL # , 1 3 WIDE BERM �, , ' Jr _.. :, _ :n I D 12 CAP (TO BE REMOVABLE � .. �!" FOR MAINTENANCE) ° II �`r D r 4.1'86 e y ...,;k;, a w.w •A/ t+ F i O •�4 s .Q F m ° BOTTOM ._. m..,,.._». � � 53 SWM LEACHING BASINS AD ED PTO STONE EL. -- v Dc 3 a PRE-CAST H2O LEACHING BASINS'" _810-RETENT10N ARE � .„"_ ". 12" CPPDRILL4 3.. 6 ID x 4 STORAGE HEIGHT I HOLE N DAA STONE OVERFLOW WEIR •,, I I HOLE IN CAP ' , q ° , ® INV ELEV. 39.83 ....» "` WITH 1 FT OF STONE BETWEEN EACH UNIT, I ! I AND 1 FT OF STONE AT OUTSIDE PERIMETER,, I EL.= 40.50 ' RIM AT GRATE INLET = 41.00 USE BEEHIVE SEE DETAIL #154 HEREON ( ; FRAME & GRATE) 4 4 TOP OF SLAB OF LB STRUCTURE = 40.50 (4' �' <t _ « STbR HT. + 6" SLAB TOP- TYP.) BOTTOM OF PRE-CAST LB'5=36.00 DRILL 6" DIA � BOTTOM ,OF STONE EL=35.50 - I_I HOLE IN CAP ,w ;. ` ''• 2 COVER",,TO GRADE AS SHOWN FOR -- ,... , . �i'� 4 ( 810-RETENTION AREA #? _� ..� � �...... '. ,..,_... �r rn MAINTENANCE ACCESS » w SEE DETAIL #153 HEREON` ) SEE DE 0 4+ f X 56% 43 " "° T(;' � �' INV EL 39.837 _ _.... .0 ,4 .• 43 ° 60 6 _,r 0 pp : t � 12 CAP BIO-RETENTION AREA #1 & 2 INV EL. 39.33 SCALE 1"=1(Y h NOTE• OUTLET PIPE ON THE LEACHING • THIS ORIFICE DETAIL IS FOR THE 12" T ` `Z�� BASIN AT BIO RETENTION AREA #5.8 ° q . 1 3 5 0' ` ' � I ' 94kti `�° r' 4 V44 1 . " f a BIO RETENTION , » AREAko' 3 lao, SEE DETAIL a ,, c- OUTLET PIPE ORIFICE DETAIL N.T.S. � � #153,�'"�iEREO(V 43.84 G p N 007AIL 46.56 TC . , 4� 7 , 46. 6 B , 4478 p . �. , .. ww 47 -' ' 46 46.20 TC ° 'b �% 44 45.70 BC g 4 4 a, O , Ik! � \ • ` I 44. G� UNDERGROUND LEACHING BASINS F , _-.• .,...... ._._..._., . _. _.,_+� ',, ': , � � OR BIO-RETENTION AREA #5 44•78 13 PRE CAST H2O LEACHING BASINS ` ."; "-•".._.. 6 ID x 4 STORAGE HEIGHT .a N 1 1 T OF STONE AT OUTSIDE PERIMETER 44.94 TC ' a t 3.16 � AWITH D �T OF STONE BETWEEN EACH UNIT ,' , , 46.02 TC RIM AT GRATE INLET = 42.75 " 44.44 BC , 45.52 BC •�, TOP OF LB STRUCTURE = 41.08 (4 STOR HT. + 6 SLAB TOP- TYP.) 3.73 X 43.16 BOTTOM OF SBOTTOM OF TONE ELT 36.08 36.58 ; °`:� l e �s 45.1 (6 COVERS TO GRADE AS SHOWN FOR MAINTENANCE ACCESS) SEE DETAIL #140 7' .44 TC 94 BC 8% 46.56 � `� �' ' - 46.06 o SITE LOCATION CULVERT PIPE00 " /'° 1471 1y annoug h Road r INV OUT = 39.33 © � t ADD COVER PLATE OVER PIPE OUTLET TO { F' r SLR VARY PROVIDE 6 DIAMETER ORIFICE OUT AT �" / BIO-RETENTION AREA #3 SEE PLANS F� TREATMENr� Hyannis, Massachusetts ° I! � f ,� how � � PREPARED FOR INV. ELEV = 39.83 .� ` 'o SCALE 1 =1a SEE DETAIL #C-127 SHEET C-10 Shallow Pond Professional, LLC 44.44 TC �, g TOPSOIL/SAND MIX 43.16 683 C Main St. 43.94 BC �` o ,s. PEAT Osterviile, MA r (508) 428.4323 TOP OF MMM p, 1' SEE PLAN a PEAT do SAND MIXOVER FLOW SPILLWAY TITLE Q% i� f 5 t � � FOR � 12- '3 Storm Water Manangement Plan & Details IO D-1.5 X MAX STONE DIAMETER R WASHED - BUT NOT LESS THAN 2 CRUSHED STONE M D- M20 3 B" MIN. EMBEDMENT RIPRM TO TIE INTO FILTER CLOTH BAXTER NYE ENGINEERING & SURVEYIN NOTE: SEE PLAN FOR SURFACE TREATMENT EXISTING GRADE O � END of APRON WITH CROSS-SECTION FILTER CLOTH, MIRAFI No FALL Registered Professional Engineers and Land Surveyors 43.66 GB 3.2 70OX OR EQUAL. ... �. "' •° ° 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 Q POND BOTTOM 1'M1N--I I--� >o SEE PLAN • • • .•'• :•. ,. i PARKING LOT SHEEP kOMI ' `:°:�• •` ..; • Phone - (508) 771-7502 Fax - (508) 771-7622 , 43 � . Q 1 O% _., _ �•(� ° ° ° • .•; 7.• ••d °�J aim{" _. - - 43.88 SCALE: AS NOTED SECTION THROMH 'SPILLWAY MATniFW , . c ' o µ VEGETATED FILTER AREA VEGETATED FILTER AREA 4 & o > EDDY' -c . ' ---:; 44.78 45.15 OUTLET VALES cNll r X SEE PLANS FOR SIZE, 01-24-07 LEACHING FACILITY INVERTS & ROOF DRAIN 043183 "» "j r O •,. TYPE Qc MATERIAL � --. . . . . . . . . . . :y q . . . . . . . . . . . . TC 4£4:1' µ TOP OF .�.�.,.�.....•• . . ••'' t.".'..+++`.'.'.'..'.•.'.' '+ 12-20-06 C.CLEACHINGCOMMENTS REVISION ADDITIONAL LEACH (� , ELEV - SEE PLAN .•. . . .• �••.•. G FOOTPRINT w a . -'�=Bf _ _ 45.15 . . . . . . . . . . . . -R�h`N fio'N iu�Fri 44 . . . . . . . . . . . 12-07-06 BASINS;COMMENTS 0 . W_ ()Of "00� A SEE p�q .y� - IMPERVIOUS AREAS EXHIBITS it OMMENTS 44. �--�p� `'1,5•07 11-27 06 PARK'GCSP SPACE, ROOF DRY WELLS, LS 4.68 o BIO-RETENTION AREA #5 POND BOTTOM SEE LANDSCAPING PUN Fort PLANMN 1-===A A Cn 11-03-06 C.C.C. COMMENTS REV. LANDSCAPING PLAN DATE: 5-31-06 SCALE 1"=19 SEE PLAN PLAN 10-02-06 C.C.C. COMMENTS/REVISED WETLAND DELIN. 0 8-24-06 CAPE COD COMMISSION COMMENTS SECTION PARALLEL TO SPILLWAY 6-16-06 CAPE COD COMMISSION SUBMITTAL d 5-31-06 S.P.R. INFORMAL SUBMITTAL C 0 NO. BY DATE REMARKS DRAWN BY: MCL IDESIGNIED CH CKED BY: MWE DRAWING NUMBER BIO-RETENTETION FACIUTY N.T.S. c- STORMWATER MANAGEMENT POND SECTONS N.T.S. CfETA1L �ETAIt. 0: 2005 2005-103 CIVIL PLOT 2005-103SWM.dw 2005-103 Ln O N O IMPERVIOUS TOP SOIL MIX 6" MIN. COMPACTED DEPTH MUNICIPAL SURFACE STANDARD 6' 46 CPP ELBOW VARIES LOAM AND SEED HYDRANT 24" DIA. C.I. FRAME & SOLID COVER, MARKED "DRAIN", TO BE PROVIDED COMPACT BACKFlLL 6' LIFTS PUMPER CONNECTION AND SET TO FINISH GRADE ON EACH STRUCTURE FOR MAINTENANCE FINISHED GRADE TO FACE ROAD. PER LOCAL ACCESS, TYPICAL, UNLESS OTHERWISE REQUIREMENTS FINISH FINISH GRADE NOTED FINISH GRADE? GRADE FACE OF 12"MIN. TYP SEE NOTE 6 & 7 12-MIN. NOTE 6 & 7 6' DIA. CPP PIPE o -°_� o /\�//\\//\\//\\//� CURBING OVERLAY FABRIC 12` MIN- OVERLAY FABRIC 0` GATE VALVE WITH t •• • ::• S' ` e Wx6" 45 CPP WYE -o \` \` \` \` 3 PIECE RISER, i- • .v. =w= . °_ - .t: .•.R» .s= .. ♦ 2" LAYER PLAN // / / C1' oCl� O O ° i °o Oo / ° / BOX AND COVER ME;11- xat�w FUH- m 4m O O O m m 0 • °0. C% � pp00 0 ® •O O M •E3 m Q oo PEASTONE 8' DIA CPP PIPE__----- IPE SURFACE o¢ a \X1 9 ° O° O C�oO° \\\\ �- o FOR rem sze t me 12` MIN. eo o°o o 0 4 12' TREATMENT 3 / / ° O O //' PAVEMENT wis g.,$., o o ELECTRIC KNOCKOUTS (VARIES) z ¢ jE----A o O O ° \/ WARNING TRACEABLTAPE 6' BELOW a o o 0 O m m L7 O m ID 0 0 -0 opoo0 00 . O m m O O O m m 0 o z Ir /\\/ ° 0 0 ° 0 /\\� GRADE 9 U AC W N wa. 0 0 0.$• a•oiO O•o _ off,0 3/4"-1 1/2' CLEAN WASHED BUILDING WALL a �/ o 0 \/ o _ STONE 40%VOIDS rn / / O o o O° / / COMPACTED FILL w 'b m m O O C3 m m 0 .3 '-1 1/2' CLEAN• O m m O O Ca m m 0 .o ( ) VARIES 1 a \ 0 O W Ot •o o' s�vt,w Fat salvo WASHED STONE ° SEE rw+FM salvo o . „ ¢ ,��. , .� DEPTH %\// O O o o ° O Oo° O O /j ALL DUCTS SHALL BE 5" N m U oo e c O o.op o o•o ° o�� : VARIES \\ O \\. zD 0 0m m C3 C3 C3 E3 m0 p ° °� Om O O O m m0 , 0 ° z m o• , o „0'Qy p ao FILTER FABRIC 3'x4' DOMMSPOUT (CM2 AS NOTED BY ARCHITECT) 0 o \/ 0 .0 o 0 o0 8 O 0 \/ SCH. 40 PVC OR AS ut z o VCn Qi o o i PRECAST CONCRETE �j,p �_• t / / O OTHERWISE DIRECTED ¢ 06 d ENVELOPE - ALL SIDES, BOTTOM & , m tzi o ° o - LEACHING BASIN ° o OVER TOP OF STRUCTURES. TO BE 4 0 8e° t° ° -• _ 4-- `_:-. \ ` BY UTILITY CO. 00 0 00 m, 0 0 CD CI O O m m 0 0° - ;._- i Qp 0 ® m O O O 0 0 00 "00 op p U,•O MIRAFl 140N OR EQUAL c o COMMON FILL / / COMPACTED / �• TOP OF DUCTS SHALL BE ORDINARY BORROW \ :. ,•-�•' \� BACKFlLL o e o° $+ : ' .; CAST IRON DOWNSPOUT SHOE • o s \ r_ '! =..' f'- . .. \\/ WIRED TO DUCT SPACERS. <¢' °'°o+ 0 C3 C3 I= O m 0 O O o O 0 ® C3 C3 O 10 1D 0 ° (NEENAH R-4925-F OR APPROVED EQUAL) Sc . o /\ =rr' ' / THRUST BLOCK - MIN. 0. 0 0 0 0 (CONNECT TO ADDITIONAL -4e .o g \/ _ s1 MINIMUM 4" CONCRETE BEARING 3 S.F., DO LEACHING BASINS AS REQUIRED) , Od w �° °P� •'0° FINISHED GRADE o O o "• 4 -��', ��•• / ENCASEMENT AT ALL POINTS � - p - -�_ _ _.♦_ -:r_'� - •' /\\� in NOT BLOCK DRAIN. FILTER FABRIC AT BOTTOM OF ° � - i 3 __ N M 3':;r� r •` \/ 6" DIA. PIPE o 00 Q o9 12' PERF. PVC SET LEVEL / 1 '' '_'• - ,~ z w ¢Z pqq $' ALL STRUCTURES TO FILTER FINES o pO`b p po .' 'n O a trn, s n t •'i r- / : PROVIDE CONTINUOUS tn�a xii FOR MAINTENANCE WRAP •° o, o TO CONNECT TO ALL ADJACENT LEACHING ► ( o v N •`'�_^ \ a• r P' BASINS - SEE PLAN FOR NUMBER OF 0°� .-•^�¢ HAND TAMPED / �'' \ STEEL REINFORCING BARS AT ww z w� 6" UP OUTSIDE - STRUCTURE. o o p° r'- .•¢` C-: .. BACKFILL \/ �:":'''I-y a • s TEE W Q m W Q z °o gp MIRAFI 140N OR EQUAL (TYP) OD p 09 2P LB'S REQUIRED w ._ # p ' o p IIIMANUFACTURER'S ST m w o a :r1= -`• / � ► � ' 'ao .�'•�+ �_•.$' » \ `-..a'- _ \\� LOCATIONS SHOWN. BARS ON N m o o m a $o o, p 81 0. '• TRANSITIONAL COUPLING "_ - ,' MUNCHINHAND G TAMPED a /\ �` ,G _'+? / HARED TIOETHENDUCT SPACERS. 6» °. °° # \ \ ,o m ,o : - �¢ -w:K'c \ •.'"• OVERLAP ALL ENDS A ':-r-- `� "'• o• 4" DIA. CPP PIPE .=.. ° o n - 'COMPACTED \ MINIMUM OF 6'. _•x`;_: ° m o m o 70 " BEDDING �// /\//\ \/ // /\ \// \ 1/ 4'X8 I ENLARGER 6' W CPP ELBOW 8'x8' 45 CPP WYE m \ \\.\� \.� �\ MECHANICAL •'• COMPACTED 3• JOINT(TYP) ° CONNECTION TO ADDITIONAL 6" LAYER OF 34- 12' ACCEPTABLE SUBGRADE PROVIDE INTERLOCKING PLASTIC LEACHING BASINS AS REQUIRED. �• _ - + / -1 / SEE STORM DRAINAGE PLAN FOR CLEAN WASHED STONE SUBGRADE AS DETERMINED 4" 13" 4" SUPPORTS AND SPACERS AT NOTES: BY THE ENGINEER INTERVALS NOT EXCEEDING ONCRETE 18"X18'X6" 1. BASE SECTION SHAH BE MONOLITHIC MATH OUTSIDE DIAMETER. LAYOUT AND QUANTITY. �' 5' , THAT PROVIDE 3" VERTICAL THRUST BLOCK CONCRETE BASE 2.ALL PRECAST COMPONENTS SHALL BE DESIGNED FOR H-20 LOADING. �- 8 DIA. CPP PIPE NOTE: TYPE 5 LAYING CONDITION 21 AND HORIZIONTAL SPACING 6" CPP EIBOW " BETWEEN DUCTS. NDISTURBED CRUSHED STONE 3.CONCRETE SHALL BE COMPRESSIVE STRENGTH 4000 PSI, TYPE Q CEMENT. : = NOTES: EARTH (MIN. ? C.Y.) 4.FRAMES AND COVERS SHALL BE HEAVY DUTY AND DESIGNED FOR H-20 LOADING. 5.PROVIDE `V- KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL • n ' COMPACT TO 95% STANDARD PROCTOR (MIN.) IN 6- LIFT (MAX.) 1. 4000 PSI CONCRETE FILL AROUND DUCTS. PIPE CONNECTIONS. B DMA. CPP PIPE "COMPACT TO 95% STANDARD PROCTOR (MIN_) IN 6" LIFT (MAX.) NOTE: 6.STANDARD MANHOLE FRAME & COVER SHALL MEET MUNICIPAL AND/OR STATE SPECIFICATIONS 4 PROFILE ONLY IF UNDER PAVED, CONCRETE OR HARDSCAPED SURFACE WHEN APPLICABLE. • ;=; 2. CONCRETE MAY BE POURED DIRECTLY INTO OPEN TRENCH CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON 7.STANDARD MANHOLE FRAME & COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITHOUT FORMWORK. UNDISTURBED EARTH. USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE WITH CLAY BRICK WHEN GRADE TO TOP OF PRECAST UNIT DISTANCE IS V-0' OR LESS (5 COURSES MEHTOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS PROHIBIT THE USE MAX.). USE SOLID CONCRETE BLOCK WHEN DISTANCE IS GREATER THAN 1'-0". 3. DUCT SPACERS TO BE USED AT 5'-0" CENTERS. OF THRUST BLOCKS. - 8.A MINIMUM 2 FOOT OVERLAP SHALL OCCUR BETWEEN ADJACENT SHEETS OF FABRIC. BETWEEN DUCTS. FILTER FABRIC SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. C- SUBSURFACE LEACHING BASIN N.T.S. C- ROOF DRAIN N.T.S. C- UTILITY TRENCH N.T.S. C- UTILITY DUCT BANK N.T.S. c_ FIRE HYDRANT CONNECTION N.T.S. 1+c, $ DETAIL DETAIL >I1$ DETAIL 8 w;' DETAIL " DETAIL TABLE OF DIMENSIONS PLACE 5' GALV. " WITNESS " POST PAINTED CONCRETE COLLAR BENDS B C D E F BENDS B C D E F o BLUE TO INDICATE VALVE LOCATION AS (TO BE USED ONLY WHEN s" 111/4 8' 15- 12" 24" 12' s" 45 8" 30" 1z' 24' leDIRECTED.MARKER LOCATION MAY BE SUBJECT CURB STOP BOX IS SUBJECT 6" 221/2' • 19" • - 13" 6" 90• • 30- • • 27" TO HIGHWAY DEPARTMENT APPROVAL TO VEHICULAR LOADING, 1 8" 111/4' » 20- » » 12" 8- 45• » 30" " » 24" i.e. DRIVEWAYS, PARKING PROPERTY I SET FLUSH 8" 221/2' » 22' • • 17" 8" 90' » 38" » » 36" ) LINE WITH FINISH FINISHED GRADE LOTS, ETC.. 12" 111/4' • 30- - • 15- 12- 45- » W. » • W. GRADE TREATMENT VARIES SURFACE 12" 221/2' 35" 25' 12" 90' 60" 52" TREATMENT VARIES FINISH GRADE BENDS ® - .-._-. - _-. STEEL REINFORCED PRECAST SLOPED TYPICAL LAYOUT E / o'�'�' �' CONCRETE CURB (4,000 PSI) �/,\�/ GRANITE EDGING 0 ® �.�.A.0 _0-�. 1" CHAMFER I - - S OPE VARIES-- J ��REFLEC71� 3Y SPACE 1 B +� C D •,�:. : F - I =ri ri ri o'o o' PAINTED BAR .4 ADJUSTABLE VALVE BOX W/ LID •..••-• II GINGHAM dt TAYLOR FIG. N0. 4905 ADJUSTABLE SLOPE VARIES-- SURFACE VARIES z U (SCREW TYPE) OR APPROVED EQUAL ¢ CURB STOP BOX SEE PLAN FOR MATERIALS W '� SURFACE VARIES =:;' 'm o 0 o e SEE PLAN FOR MATERIALS UNDISTURBED CURB STOP ROD INSTALLED � 00 0 ': ' 6- " ~ mn SOIL Z a WHEN CURB STOP IS 18" 0- c0 0 °° +- (MIN.) o PLAN SECTION 1-1 = AND LONGER I j O •000 . CA 0001 0 0 o Oo o O°b ; o .00 ". a rD m z CONTINOUS CONCRETE e0°'O a..°.p° o 0 O�o p o10 O° o Q) 0 Oo$0 ' ♦ .. e TABLE OF DIMENSIONS M 3/4" STANDARD BRONZE . m BEDDING (3000 PSI) o $o o O� °p O o $o°.q 0000. ' _ r:.•=:� ♦ °�•• o oa• O GOO o°: CURB STOP ASSEMBLY 4' ° + .: o o •o O° ' _•=a=:+ .: o ' TEES G H I J TEES V ° 8*.0 .4 • 0 0:0 0 O O o0 Y. •••;. - '+ °0 e400.0 0 0 'O 0 6"x 6"x 6" 12" 2e 24" 18" 12'x 12"x 6" 12 24" 24" 18" --- WATER SERVICE LINE & MATERIAL .:- - O 0,�• o°°� ° •o ,:+'_"''`=";+ '_ ;e,-+r 0°• coo 0%0 » » 24" M.J. GATE VALVE SIZING PER WATER DEPTARTMENT ob $0 o e o0 0° 0 * g o °° -`::' Z•::: .: :: 0 0o O o 0 0 Q� O o $o ---.` •` ° O° $o O; LENGTH VARIES 8'x 8"x 6" » 12'x 12"x 8' O o $0. O 0 .'! " ro ....••. $ p o 16 8"x 8"x 8' " 24" 12"x 12"x 12" " 36" 36' o -TEES --- .4 0 °Cn° - a �� 00 0•10 0 O 0 (SEE PLAN) n 00 Wit: +..' •♦- O o O Brick °•O a °e • Oe60 - • r'_ iMe BY 2?' DOWEL AND SOCKETS I r L 1 T: J SETTING BRICK \ OF ALL G SHALL BCURB SECTIONS IN E FURNISHED AT ENDS _-! H WATER LINE g" g" 6" ACCORDANCE WITH MANUFACTURER'S �' 3,000 PSI CONCRETE- g" COMPACTED CORPORATION UNDISTURBED COMPACTED GRAVEL RECOMMENDATIONS. 47 COCK ASSEMBLY EARTH (MIN.) FIELD PLACE GRAVEL BASE - I BASE UNDISTURBED 1 _ I - COMPACTED COMPACTED SOIL PLAN SECTION 2-2 8 MATIN A' SUBGRADE SUBGRADE 4 2'x 2' BEARINGkREA. c- •BOSTON BAR' CROSSWALK N.T.S. CONCRETE NOTES: THRUST BLO s ALL CONNECTIONS TO BE FLARE TYPE. 1. PROVIDE BLOCKS FOR TAPPING SLEEVES. DEAD ENDS, GATE VALVES, - d ° x.` DETAIL AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). - 1. JOINTS BETWEEN PRECAST UNITS SHALL BE TIGHTLY -4 - v _ _ BUTTED (1/8" MAX) WITH CEMENTED JOINT AS NECESSARY. PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. ° 4 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING. a ELEVATION NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. SITE LOCATION 1471 lyannough Road c- CONCRETE THRUST BLOCK N.T.S. C- GATE VALVE N.T.S. c- SINGLE WATER SERVICE CONNECTION N.T.S. c- PRECAST CONRETE CURB (PCC) N.T.S. C- SLOPED GRANITE CURB (SGC) N.T.S. Hyannis, Massachusetts _, DETAIL10 DETAIL 313;„; DETAIL ��,_ DETAIL � � � DETAIL PREFAB® FOR Shallow Pond Professional, LLC 683 C Main St. 10" NG SIGNS Osterville, MA FOR HANDICAPPED I 4" 6- SEE PLAN FOR PLACEMENT I `'o$ (508) 428-4323 HANDICAPPED RAMP I 'b'9�J� TITLE "VAN" ACC 4" SOLID WHITE STRIPING SPACES A- Detail Sheet 1 of 2 4-1/2"E HANDICAP SPACES O W, 8" O.C. i s>o ��tiJ MOTH VARIES- 2-1/2" SECTION . u -4= �� < : �. 'SIDEWALK _; =- I \ P LAN AS BAXTER NYE ENGINEERING & SURVEYING ® ♦ a BUDRIG L 18' TO -g- a _ •. OM(SE. 3/4" DIA. PIN DOWN HOLES FRONT I FOR TYPE AND MATERIALS) g 3' FOR No. 5 BAR OF STALL S JOIN71MG SAw PAVERS Registered Professional Engineers and Land Surveyors 1 1 2" BITUMINOUS SURFACE COURSE/DENSE MIX .� Q PEf�MHD M3.11.03 TABLE A I �� 1'BEDDING SAND 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 l O.D o :•=A:D 1 1/2" BITUMINOUS BASE COURSE/ BINDER I. z PER MHD M3.11.03 TABLE A Z Phone - (508) 771-7502 Fax - (508) 771-7622 r = : .: o•-- U .: �? .o m.�Q- o = o- Q SEE PLAN FOR of oo 12" GRAVEL BORROW M1.03.O,TYPE A OR B J SURFACE TREATMENT b .0. oG p o 0 ....o- :o p Q OR RECLAIMED PAVEMENT BORROW M1.11.0 I 1'-6" 3'-0" VAN VAN nB -��-• r Ir ------- -- --- 0 0•.• o 0 0 ° '0 4. uj -------------- PLAN MEW 0 10 00 LO_ 6'-0" �'W ?` MAX. LIP AGGREGATE BASE _ FINISH \\\\\\\\\\\\\\\\\\\\\\\\\\\ W. STANDARD DUTY FLEXIBLE PAVEMENT COMPACTED SUBGRADE PAVEMENT ( �e") // // // // // // // // // _ _ _ EW. PROVIDE 2 No. 5 \ \/\/\/\/\/\/\/\/\/\ / / \\�" s v BARS/ WHEELSTOP 01-24-07 LEACHING FACILITY INVERTS & ROOF DRAIN '` CIVIL \\\/\\\/\\\/\ LEACHING FACILITY REVISION *431 LU COMPOSITION AND COMPACTION ACCEPTANCE TESTS ;. /�/ /�//�/�//�\// �// NOTES \ \ \ \ \ 12-20-06 C.C.C..C.C. COMMENTS - ADDITIONAL LEACH 1. OBTAIN SAMPLES FROM PLANT TO INDICATE CONFORMANCE WITH M3.11.09 5'-0" $'-0" $'-0" $'-0" $'-Q" $'-Q" 1. THE MAXIMUM ALLOWABLE ROUTE (SIDEWALK) AND CURB RAMP ///\/// / BASINS; BUILDING FOOTPRINT ® �A CROSS SLOPES SHALL BE 2. \\\\\ \\ \\ \\' ' 0% /. /j\/\/\/ 12-07-06 C.C.C.CC COMMENTS � 2. PAVEMENT DENSITY AS OUTLINED IN M3.11.09 -C-4 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE /\\//\\ ` IMPERVIOUS AREAS EXHIBITS � Z � U U EXCLUDING CURB RAMPS SHALL BE 5%. \/\/ 11-27-06C.C.C. COMMENTS 3. ALL SAMPLES TO BE TAKEN IN ACCORDANCE WITH AASHTO T230 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 896 /\\\/ PARK'G SPACE, ROOF DRY WELLS, LS SLOPED SIDE ELEVATION a SOLID 1MiITE EPDXY RESIN 4. A MINIMUM OF 4 FEET CLEAR SHALL BE MAINTAINED AT ANY i 4. MATERIALS SHALL MEET OR ACCEED THE REQUIREMENTS SPECIFIED IN SECTION M3.11.00 DIVISION III , 11-03-06C.C.C. COMMENTS REV. LANDSCAPING PLAN DATE: 5-31-06 Ln MATERIALS AND THE FOLLOWING SUBSECTIONS PAVEMENT MARKING (20 ML THICKNESS) TYP. PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS. 0 DESIGN DATA UTILITY POLES, TREE WELLS, SIGNS, ETC.) 1. BASE THICKNESS VARIES WITH TRAFFIC, CLIMATE, AND SUBGRADE. CONFRIM 10-02-06 .C.C. COMMENTS/REVISED WETLAND DELIN MINERAL AGGREGATE :M3.11.04 BITUMINOUS MATERIALS :M3.11.06 MINIMUM BASE THICKNESS WITH PAVER MANUFACTURER. 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. MINERAL FILLER :M3.11.05 COMPOSITION OF BASE COURSE :M3.11.02 1. CONCRETE STRENGTH F'C 4,000 PSI A 28 DAYS. DENSITY 150 PCF. 2. CONTRACTOR SHALL FOLLOW MANUFACTURER SPECIFICATIONS & TOWN 2. CEMENT, PORTLAND TYPE I OR III PER C150-81. 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. REQUIREMENTS FOR INSTALLATION OF BASE AND PAVERS. 8-24-06 CAPE COD COMMISSION COMMENTS In 5. THE BITUMINOUS CONCRETE BASE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE NTH RELEVANT 3. ADMIXTURES, AIR & PLASTICIZERS PER ASTM C223-82. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 3. PAVER TYPE & COLORS TO BE SUBMITTED TO ENGINEER FOR APPROVAL. SECTIONS/PROVISIONS OF SECTION 460 FOR CLASS I BITUMINOUS CONCRETE PAVEMENT, TYPE 1-1 4. AIR ENTRAINMENT 5%7% 6-16-06 CAPE COD COMMISSION SUBMITTAL J 5. APPROXIMATE WEIGHT. 380 LEIS8. CEMENT CONCRETE STRENGTH TO BE 3500 PSI AT 28 DAYS. CE 6. CLASS I BITUMINOUS PAVEMENT,TYPE 1-1 REQUIRED THE SAME TESTING AS BASE COURSE AND 6. CENTER WHEELSTOP ON PARKING STALL 9. PROVIDE EXPANSION JOINTS AT MIN. 16 FT. O.C. WITH PRE- 5-31-06 S.P.R. INFORMAL SUBMITTAL MOLDED JOINT FILLER. U SHALL HAVE A MINIMUM OF 95% COMPACTION. TESTING TO BE COMPLETED BY METHODS 10. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. NO. BY DATE I REMARKS OUTLINED IN M3.11.00 O DRAWN BY: MCL IDESIGNED BY: ICHECKED BY: MWE DRAWING NUMBER c- BITUMINOUS CONCRETE PAVEMENT SECTIONS N.T.S. C- CONCRETE BUMPER N.T.S. C- HANDICAP PARKING STALL LAYOUT N.T.S. C- ACCESSIBLE CURB RAMP - TYPE 'A' N.Ts. c- PAVING BLOCK SIDEWALK N.T.S. t4 ," +o0 4 <F 0: 2005 2005-103 CIVIL PLO 2005-103DT.dw DETAIL. DETAIL DETAIL DETAIL. = DETAIL N 2005-103 0 8'-O" (TYP.) 2 3/r MIN. DIA. HORIZ. ORRDElA°D ANT AKES(TYP.) RAIL W/16D GALV, FASTENER THRU POST INTO DOS" TREE PIT N ROOT BALL 4'-0" O.C. '- p 4 BLACK REINFORCED RUBBER 2 i/8' WIDE X 2 1/4" LONG WIR E RE HOSE (ABOVE FIRST BRANCH) N Z EACH. END TYP. CON BETE GRID PAVER 3 1�8" MIN THICKNESS 4 1/2" MIN. DIA. CEDAR POST PLAL1. THREE STRANDS OF #10 GAUGE Qa 8'-0" O.C. TYP. TWISTED GALVANIZED STEEL WIRE EDGE TREATMENT TO BE IN ACCORDANCE LAP JOINT (TYP) ( I •N „ IrII6" X 2 5/8" PICKETS PLANT AT THE SAME DEPTH 'S WITH MANUFACTURERS SPECIFICATIONS 1 c FASTENED TO RAIL W/1 3/4" AS PREVIOUSLY GROWN. 2 x2 x8' HARDWOOD STAKE 1'-6• 2'-9" p! &BOTTOM R'40-1 ALUMINUM ASTENERS(2-TOP DDLE RAC) TIGHTENS AS SHOWNER . 6" MIN I - 3" PINE BARK MULCH '01PERVIOUS PAVERS JIB I - I rTiT 1• t�R - 'i �L UNTIE AND ROLL BACK BURLAP I T I I-= �— TREE SHALL BE SET PLUMB, FROM 1f3 OF ROOT BALL (MIN); TO BE INTERLOCKING -- :� ' - k k BALL_ - - C IF SYNTHETIC WRAP IS USED, L- 4" COMPACTED GRAVE _ j € ; REMOVE COMPLETELY. AFTER SETTLEMENT AROUND POST (TYP.) _ _ ( - 1 —I 1 POSTS ®°D —Frg _ _ _ rr �I L 1U lV op 4-0 O.C. al - _ L" r� � SLOPE TO FORM SAUCER. ROOTBALL SHALL BE SET 2" _)I _ _ - _ ABOVE THE ESTABLISHED FINISHED GRADE. I $ 12" GRAVEL BORROW M1.03.0 a N 4"X8" WOOD RAIL -r I I-s, I PLANT BACKFlLL MIXTURE. ) TYPE A OR B COMPACTED BASE (MIN. 12' LONG) W/2-14" BOLTS ° ,Qp (5/8" DIA., GALV.) 'i DO NOT PLACE MULCH 2% WITH IPLANTING NMIX SOIL & BLEND WITHIN 3" OF TRUNK. ©OO MOTES AND COMPACT TO 9OX _ 6" MIN. I-'III—I I I"'- I I! I I_I � I 1. ALL FENCING MATERIAL SHALL BE NORTHERN WHITE CEDAR, \�\ \ � SUBGRADE 3" SLOPE TO FORM 3" HIGH SAUCER. SAWN TO THE DIMENSIONS SHOWN ON THE DRAWING, ' 2. ALL FENCE POSTS SHALL BE TREATED WITH "CCA" ON ALL 6" VARIES 6" PLANT BACKFlLL MIXTURE. SIDES FOR A DIMENSION OF 3'-0" FROM BUTT TO POST. MIN. MIN. CURB (IF APPLICABLE) -—UNTIE AND ROLL BACK BURLAP ' COMPACTED SUBGRADE I � 3. POSTS SHALL MAINTAIN A DEPTH OF 2'-10" IN GROUND AND _ 6" FROM 1/3 OF ROOT BALL (MIN); FINISHED � I SHALL BE RACKED TO ACCOMOOATE ANY CHANGES IN GRADE. � �„ i -- IF SYNTHETIC WRAP IS USED, SURFACE (,•_-J 4. LINE OF FENCE TOP AND BOTTOM SHALL BE INSTALLED STRAIGHT 11..BASE THICKNESS VARIES WITH TRAFFIC, CLIMATE, AND SUBGRADE. CONFRIM AND TRUE. ALL POSTS AND FACING BOARDS OR SLATS SHALL REMOVE COMPLETELY. MINIMUM BASE THICKNESS WITH PAVER MANUFACTURER. BE INSTALLED PARALLEL AND PLUMB. ALL RAILS SHALL BE 16" 2. CONTRACTOR SHALL FOLLOW MANUFACTURER SPECIFICATIONS & TOWN INSTALLED PARALLEL AND TRUE. EXISTING SUBGRADE, OR REQUIREMENTS FOR INSTALLATION OF BASE AND PAVERS. TOPSOIL MOUND COMPACTED 3. PAVER TYPE& COLORS TO BE SUBMITTED TO ENGINEER FOR APPROVAL. 5. ALL GATE HARDWARE SHALL BE DOUBLE DIP HOT GALVANIZED. 12" VARIES 12" G CONCRETE PAVERS N.T.S. C_ WOOD GUARD RAIL N.T.S. c- STOCKADE FENCE N.T.S. C- SHRUB PLANTING N.T.S. TREE PLANTING (For Trees under 49 caliper) N.T.S. C11MTAIL �01 „k " LTAIL DMIrAIL x DRII AIL CILTAIL ` ,` �01�:t. ....._..�� STAKES BALE 0000000000 " . .,' , 5- ( ) ❑ ❑ 00000000 0 3/4 to - -;; '; '; - !o 0 0 0 0 1-1/2" stone o°o°o°o° °o 00 000 O O p 0 0 STDYMBOL O00o0o00 00 O 16• BITUMINOUS CONCOMPACS PAVEMENT 1-1/4" x 1-1/4" x 4' WOOD STAKE AT 8.3 FT. 0/C OR APPROVED EQUAL ❑ 00000 0 4000 PSI CEMENT CONCRE E BALED HAY M`' O O O O O OR STRAW •s•` 00000 00 6' Maximum spacing ❑ 0000000 00 3• eon+WAYS 00 MIRAFI SILT FENCE (MIRAFI 10OX) V Of 2X4 spacers ❑ 000000000 0o m OR APPROVED EQUAL , 01. 0000°000 �° 1° o • y 2"x 2"x 3' WOOD STAKE, FILTER 2 Min. length g FILTER FABRIC ?"x 3' REINFORCING STEEL 'i 'i 7i �i FABRIC Sandbag or OR APPROVED EQUAL ` `' Of 2x4 alternate wt. °O°O°O°O O° GRAVE7'BASE °O°O°O°O O° Sandbag (TYP) " o°o°o°o°°o 00 2 Stone __�_ 0 PROVIDE HAUNCH AROUND F ..PAN' "' °°0°D°0°0°000° 6" PAD PERIMETER AL -`' � " 2x4 Anchors a - . ° ° --I 6" 12• . .' ; 2 x2 x3' WOOD STAKE, " °• e o PROTECTED CATCH BASIN 9"x3' REINFORCING STEEL K N CUT A Y 19EW AREAs _;,:.. J GRATE OR APPROVED EQUAL -- �� (WETLAND) %� - / WORK W Weir 't :T i•p r y AREA FILTER " 2X4 .Spacer " "2 Stone �6- 3/4 to 1y1/2 stone STAKED BALES INILEr FABRIC F WI OW e , (�' O O O O O O O O O O O O FLOW �Q_ F - " ao To pipe o 0 0 0 0 0 0 0 0 0 0 0 0 AIL ( ) ' ' Inlet grate 8" MIN 4" EMBEDMENT ° "�� yam- SET 4" INTO (MIN.) GTOP OF ROUND AL y GROUND ;+ Filter cloth �11- Ao FILTER FABRIC 4" EMBEDMENT �� mesh `~1""i��-''� Inlet Box � (MIN.) SECTION VIEW Wire mesh Wire ties NOTES: Filter cloth L Overlap geotextile 6" = 2x4 Weir CROSS SECTION V (MIN.) 8" (MIN.) 1. ENCLOSE STRUCTURE WITH HAYBALES IMMEDIATLY AFTER CATCH BASIN CONSTRUCTION. MAINTAIN UNTIL PAVING BINDER COURSE IS COMPLETE OR A PERMANENT STAND OF 20 Spacer C- DUMPSTER PAD N.T.S. GRASS HAS BEEN ESTABLISHED. ISO SECTION SPEC/ ATIONS 2. IF GRATE IS AGAINST EXISTING CURB THEN HAYBALES ARE TO PLACED AROUND C�ILTAIL THREE SIDES OF GRATE ONLY. 1. Lift grate and wrap with filter fabric (Mirafi 140N or equal) to 3. WHEN STAKES MUST BE DRIVEN INTO PAVEMENT THE CONTRACTOR SHALL USE completely cover all openings. Secure with wire ties as shown. Set REINFORCING STEEL STAKES OR DRILL HOLES. grate back in place being sure not to tear or dislodge geotextile. 4. GRATE TO PLACED OVER FILTER FABRIC. 2. Place 3/4" to 1-1/2" stone, 4" to 6" thick on grate to secure 5. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND the fabric and provide additional filtration. REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. SITE ►WA71ON Max. Drainage Area 114 ac. 1471 lyannough Road c- SILT FENCE / HAY BALE BARRIER N.T.S. C- CATCH BASIN SEDIMENT TRAP N.T.S. c- CURB INLET PROTECTION N.T.S. AT GRADE INLET PROTECTION N.T.S. Hyannis, Massachusetts nommom ��TAIL ` .�`: GILTAIL I�LTAIL � G1�TAiL PREPARED FOR Shallow Pond Professional, LLC 21/2-* 12 GAUGE- 683 C Main St. Dik dOI T WASHERS N HEAD ° 15' MIN. o --� DIMENSIONAL TABLE Osterville, MA ro Lx�c NOTE B I A B C D E R (508) 428.4323 NOTE OFFSET St�l 2'-6" FROM FACE OF SITE U GHTfNG Sal MEET THE REQUIREMENTS VU I 50, CURB WHEN REQUIRED FOR CAR OVERHANG FINISHED ° �D OF CDC 1B-95-001 12" 4` 2'-0" 4'-N" 2'-0" 2" 9" MIN. 1 ' GRADE 1 SITE L WING TO BE A TOM WATT METAL HALE 12" .•>i;,"•;' :`; MIN. � � 0 � VERTICAL BURN f1XTURE 15" 6" 2'-3" 3'-1°" 2'-6" 2?' 11" Detail Sheet 2 of 2 ° MULTIPLE DISTRIBUTION SHAPES (TYPES 1,2,3,4) Wa.L BE ALLOWED � ° • 18" 9" 2'-3" 3'-10" 3'-0" 2?" 12" o° i TO MEET fOOTCNIDLE t151NG SEGMENTED OPTICS --- 24" 9?" 3'-7?" 2'-6" 4'-0" 3" 14" '', ze -•�.N ?xk+Qa1° y " : ENE SEE LAYOUT SHEET' REOUM TO MAINTNN 1 w I rs fi i `� a �+ �fi+a _ •q f p P FOR SIGH! FACE o o I 30" 12" 4'-6" V-7•" 5'-0" 3?" 15" B AXTER NYE ENGINEERING & SURVEYING 'o•:s...c,.+.. i • - • .ry--� .�, 1 O 1 �' UlMNMRE FINISH AND STYLE SHALL BE IN ACCORDANCE -- i; ° '�+ WIN OWNER � - 36" 15" 5'-3" 2'-10" 6'-0" 4" 20" 42" 21" 5'-3" V-11" 6'_6- 4?" 22" Registered Professional Engineers and Land Surveyors 2 1/4"II 12 GAUGE ° BRIM SHALL BE MIX71TAP 120 �pg, 240. OR 2 VOLT A ' A b Y PLAIN MEW APPROM SHEEr METH 0 480 vDlr AYAXABIE UPON REQI T WRH A TW0 (i� -- 48" 24" 6'-D r-2- 7'-D" 5" 22" 78 North Street - 3rd Floor, Hyannis, Massachusetts 02601 Q 0 YEAR WARRANTY: ,. , se 27" 5'-5" 2'-11" T-6" 5?" 24" ME M STEEL SQUARE B-�—� 60" 30" 6'-°" 3'-3- s'-0" 6- 24" Phone - (508) 771-7502 Fax - (508) 771-7622 n SITE 50' B1lEAK AWAY DERAIL BOLT SIZE: 11"BOLT CIRCLE a MIN.4"(MIN.) PAVEMENT TING 2 1/2" GALVANIZED ANCHOR BOLT': 1"x36`w/DOUBLE NUT& WASHERS ' S,• 1 SUPPORT OR OTHERWISE DIRECTED BY THE OWNER&ARCHITECT `�� •'"� '��; a'� MATTk "c ti oN �`- 3/8" ON. PAN HEAD 00 FILTER MOUNTABLE BERM PATCH, REPAIR AND MACHINE SCREEN D \ FABRIC REPLACE EXISTING PAVING W/HEX NUT NOTE Ln AND 1?" CRUSHED STONE EXISTINGG OR REPAIR ANY "o END 70 MATCH & WASHERS WIND L�AND L��OLIGHTING SUPPLIER M DETERMINE I C B 2' 31`lOESTURBED AREAS OF 1O END SECTION Q` t T17 Y 01-24-07 LEACHING FACILITY INVERTS & ROOF DRAIN ^� U CROSS-'SECTION t o D �GAP -- _ SLOPE 1:1 MAXIMUM A ` LEACHING FACILITY REVISION ° p BY THE ELECTRICAL CONTRACM FIBER OR PVC O 4.PROJECIIII -- RIPRAP STONE PROTECTION 12-20-06 C.C.C. COMMENTS - ADDITIONAL LEACH ' WASHER o �� a RCP 1 (60 LBS. MIN., 125 LBS. MAX.) BASINS; BUILDING FOOTPRINT � NOTES: o -- - = — ( 12-07-06C.C.C. COMMENTS " to --- 1. IMPERVIOUS AREAS EXHIBITS 3 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT ° •,. :� 11-27-06 C.C.C. COMMENTS LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. ° •'r ' t PARK'G SPACE, ROOF DRY WELLS, LS ° \, \� i •° SECTION B-B a 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SK;IV 0 �\ �\, . 1t 't. r7 SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC O ./� ��.',='j / '� ' ' '�' 't' 11-03-06 C.C.C. COMMENTS REV. LANDSCAPING PLAN DATE. 5-31-06 o RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 0 COMPACTED /� 6"-1?" ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT ° ••, i 2 a SUBGRADE— CRUSHED STONE 10-02-06 C.C.C. COMMENTS REVISED WETLAND DELIN Ln OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, o SECTION A--A NOTES 0o DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE " 'i� �� T` ° ANCHOR BOLTS AND PER �.•:'•- / a FILTER M RAFI 70OXIC 1. THE FLARED END SECTION PIPE JOINT B-24-06 CAPE COD COMMISSION COMMENTS N REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. 8 COMPACT �� i �� o #STALLED BY ELECWCA CONTRACTOR .• '.> OR EQUAL SHALL BE SIMILAR TO THE MAIN RUN PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. GRAVEL ��/� o ;.:',;. OF PIPE JOINTS. 6-16-06 CAPE COD COMMISSION SUBMITTAL ::s' 2.FLARED END SECTIONS SHALL CONFORM Cn12 CONCRETE \ PER T A WITH / • ' AS SHOWN IN THE TABLE OR AS 5-31-06 S.P.R. INFORMAL SUBMITTAL J FILLEDE SON PANM A1TA HIMEN'T ' —� APPROVED BY THE ENGINEER. (IF REQUIRED) \ NO. BY DATE REMARKS DRAWN MCL DESIGNED BY: CHECKED Y: MWE DRAWING NUMBER c- STABILIZED CONSTRUCTION ENTRANCE N.T.S. C- TRAFFIC SIGN POST N.T.S. C- STANDARD LIGHT POLE N.T.S. C- FLARED END SECTION W/STONE PROTECTION N.T.S. Ln 0: 2005 2005-103 CIVIL PLO 2005--103DT.dw L1l�TAIL C��TAIL Q�TAIL I��TAIL Ln :5 2005-103 O �— O 7 N:. 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PLAN DRAWN BY: CLS t O WALLS SHOWN WITH 13 BROKEN LINE SHALL BE ONE HOUR RATED PROJECT #: C-0015-06 WALLS 0 WALLS SHOWN WITH y BROKEN LINE SHALL DRAWING NO.: BE TWO HOUR RATED WALLS c � m N O.. t$ t � O U c� M P r L STAMP: F DAFtC�tti E RAP �'Q J0563 0 N�- TABLEf. , 4- B MA aZ� W cli co � c m OD cV t? c? co 00 66 O O to Xo D B O o= Q A3.2 A3.1 A3.1 U IL U 1 2 3LL 4 4.6 5 5.3 5.7 6 6.3 7 7.1 7.9 8 9 10 11 Lu z N cn oc 1 � " , , I 60 U N —0 1 u 1_ n , 30'-011 , , 50'-0" , ' ' ' Iq'—Iln , 40',0" , , j -r 10 —0 10 O 18' �'-0 ll —0 _ q'-0" '—O w 7 10 q'-0" � -0It 251-011 I_ a -O 5'_p" 5'-011 1-011 101-01' 10'-On 51_01 I I I ! 10'-0" 10'-0'1 5'-O" 10'-0" 10' O" 1 ' 0" 5'-0' m Q N p 1 u10'-011 6' 0" 41-p11 10'-o" 7'-0" 1-0' 10-0" 1lo —0" ' ■e 0 ■� co Of ee N _ I D F ! 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DIA L 81 CE ' DIA L BRACE ' ' ' O A' Y^AO A3.1 co --- ! ------ I cQ ----------------------- I --- --- I ------=___------- ---------- I --- ---------- -------------- - ----- ------ ------ - -- E E --- ------ ---- -I-- --�-- ; -- - - ---------- 18 _ _ _ 1 - --- --- - _ o 22 ! i I ! ! LO Iq Ff_EGT• I ! O TITLE: ROOM 2 V STEEL 'CH' 5TUD5 FOR 2 MR O O SHAFT WALL' \ O' CNI �A55BIBLY VESTIBULE O O SECOND DIAGONAL BRACE FLOOR 21 0 I I I111 ! 2U ! o PLAN I >�HIIII F I - O II II II II I II II II p !t} I u u u D D D F D ii ii ii ii ii IIGII ii ii ii i , I I ii ii ii ii a O O O ! O ! O u n II u n n u u n 11 11 11 1, a I1 11 u n u u u n u l ! u u u n Il II l u u n II u u u II n ° I — I n n n n 11 n u u 11 11 11 u u u u u n 'I E E n u II a 11 u u n u 11 , II II II II II II II II II 11 II I, 1L ILJLJ! 1I1I IIII �-- If IIuII IuIII IIII_ IIII -- ------- -------- --- ! ' DATE ISSUED: 1 II I1 II I i -------------- IA-L- — -------------------- -rr _ u u u u u u u u u--------------------- 06.13,2007 u u u u u u u u u u uu u u u u u �- -- ---. �- u u u ' I ( I ! ! ! REVISIONS: I II I 11 I II I II I II I 1_ II 1_ 1 1_ 11 A2.1 , II I_ II I_, II 1_ II I_ II I I 11 1 II I_ 11 1_ II A 5/21/07 -0 10 - 10 - 10 -0 10 -0 ' 13 0 7 0 8 0 0 -O S 0 8 O 16 o 10 0 10 0 5 -0 � 5 0 5 0 ' 1 '-011 28'-oll 17' o" 21'-01' 13 —011 1 -0 2 '_p11 14 20'-011 A1_ ul — , 10'— " '_On 65'—01, 36'—0" —0 491-011 101 11 M 160'—011 , 0 0 1 3 1 2 3 4 5 6 7 8 9 10 11 , DRAWN BY: CLS As.z A3.1 A3.1 PROJECT #: y C-0015-06 0 DRAWING NO.: S ECON 1J LOO� I L�I `� G WALLS SHOWN WITH BROKEN LINE SHALL N SGALE I/S —I O BE ONE HOUR RATED WALLS r C� WALLS SHOWN WITH BROKEN LINE 514ALL BE TWO HOUR RATED N o WALL5 � a o V N J N� U M/ L _ STAMP: �D ARCH,/ OD 04 Lu cf) 00 m W, N h ci) cf) 00 co 66 O O O Lo Xo d Q U � U z Lu LL F- U z Z F- Q LU N Z Fw-- = O >> r cn O U mQ � o 1 2 3 4 4.6 5 5.3 6 6.3 7 7.1 7.9 8 9 10 11 �' N 1 1 1 1 i I i 1 1 I i ' it I I I D G B ! A3.2 I I I I ! ! A3.1 'I CONTIN US RIDGE I I 1 I I I I I I VENT CAP (TYP.) 1 I I IujQ 1 1 1 ' I q --------I ' ------- -----II ----- I I I —-—-— — —-—-—-—-—-— z O --------- — --------- - ------ wr-*Ioo i I I I I I BALASTRADE I I I I I ! ! p U = Q A ST DE I I I 1 1 I I I I I I ! I I W 0 B LA RIA I 1 I O ® --- --- - - - - --- --- -- --- --- --- - - -- - . ----------- O B 1 ..:'. 18" ICE * W+TER SHIELD 1 Z AT ALL RAK E t EAVE O 1 • • •• I •• � .. •• lil - " I' - .it.l •. •• .. TI SI (TYP.) 311 ,. ------ -------- --=-- -- - - - _ II . --- - --- ---- ------------------ —� C --------- ------ - - -- ------------ -*— ---- ------ --- 7 -- r ,II Q ( { 5/12 I I SLOPE I I : . ' I I • I.—► SLOP A4.4 ® SLO.PE .. up.T.D.. 5/12 ' II SLOI�E P1=• ':. 1�•I I�� f"p I=' I :•III 'i n / 4 I .. LOW PITGN •• A4.4 .: .. M MBI;A E , -' .• •1 ROOF TOP HV. C UNIT N , , ,. a I I' . ,. �'S OPE ROOF SYSvTEM ® . 12 ROOF TOE'• r.. • •. - I NIT •• j .. .' .. -- -- \ HVAC U r I I ' 1I I II I I ... :I •_ _ 1. a• L TITLE --_—_ - - ---n- .Cr l—' .-_-_ ._—_ - _i-J -----I —_—r _T-- —•c—_—_ ------_—_—_—_---_— D ------- - - _ WEE r \ :. II L : I I - .1 5 1.. .. \ _ -- r— - ----- - --------------- ROOF PLAN — ------ \\\ 5LOIDE\> '� �O \ I\\ a ,' I SLOPE ! i IB"!ICE WATER SHIELD 136 ICE � TER SHIELD ! , AT ALL NI * VALLEY lU ,� 8/12 I i AT ALL RAKE * EAVE I `! ` (CONDITIONS (TYP.) tL N ! ,' ! I I CONDITIONS (TYP.) VCONTINUOUS RIDGE 1 / `\ I DATE ISSUED: `\\ `\\ I VENT CAP (T P.) I I /' ! `\\ \\\ ! ao ! ,'� ! i , n 1 , I I QW c4 I / \ I 3.2007 (L cv I �' FULL COVERAGE 06.1 ,, / SLOPE \�\ \,\ ," o I / , , , \\\ `\\ , 1 , ' I i REVISIONS: .ICE � WATER SHIELD N I I I ON CUPO I ! -- J/ I ------- - -L------ -------r-- ----- ---- n-------- \ -------_� - - ----------- J F t/------------------ _--______- __===_'T-- r1--1-T—f-— T - B/I2 1 1 - 9 , 1 ' II II II II II II II II II 1 ----__--__--------- II p , 1 n ' � II II II II II II II II II II II II II II II II II II II II II II II II II II II II II , , 1 1 IS ICE * ATER SHIELD a II n u u n n II a II a 3 u II u u u u n u II a III u n u u n 11 II n u n n n `I u u u u u u n u u u o I ! AT ALL RKE SAVE A4.2 ! II II II II II II II II II II Ij II II II Ili II II II ! II II II II II II ii II II II II II II II ° II ° ! ! ---_ ' ------- ! -------------------- CONDITION (TYP.) ll-ILA �_u_u _ ll-ILJL11_1l_1L I II II II II II II II ° I - N (` ------- - -Ir71 n-rr �r=if-TF= --- . . = 11- 'if=if' t v I ---�---•-ell=�k�.��.=1�� I -ilk ,� —�� f-=EE= r_-�-tL_IE�-- �- --�- � 1 u u u Il 11 u u u u 1, u u —u u; u u u u u u u u u ,L uF U U u u U u u u u -; PITCNE� ROOF WITH 1 ARCHIT CTURAL ASPHALT ! ! ! TRELLIS--�; ! I ! ! ! SHINGLES (TYP.) I I I DRAWN BY: CLS 3 I I I I I 0 D' PROJECT #: A3.2 A3.t A3.1 C-0015-06 o i ROOF PLAN DRAWING NO.: o� C .« L 'E o O N v .M� L r STAMP: ATC CEILINGPA � `� � ��'fr EFN SEE SCHEDULE ❑ FnFOR DETAILS .. 1 � ❑ ❑ MMSTA WASa. o-S PRIN K ER EAD O EN'S ROOM EXN UST ETURN R-I R-I R R R R-I -1 - -1 SP INKLER HEAD QO '— 1 r IIIiI IIIIiIiIII I tIIIIi CC--IIIII Is 1IIIIIiII iI I IitIII c 1 IIIII IIlIIIIIII I IiIIII iIIII iIItIIIII II ItIIII IIIIII IIIIIIIII iI I IIIItI IIIIII IIIIIIIiI III I cIiIIIII- -��I IiIIII tIIIIIII II I II IiIIII I IIIII IIIIIIIIII II I IIIIIII I s IIIIII-lIIIIIIIIII I I IIIIIlI 1 IIIIII IIIIIIiII II II ItIIIII sIcIIIIII IIIIII IIIIIII IiI i ❑IIII mIIIIIi II stIII�c IIIIII1I I 1III IIII IIIIIIII IIII� scIIII IIIIIIII IIII •I- IIII 1IIIIII I I-1II IIII IIIIIIIi IIIt iIII IiIIIIII IIII �'� � . I I III II I III II I III II O i RItI II S-CII IIII- II m1I 1III II iIIII tIIIIIIIi II IItIII �IIII IIIIIIIiII I ItIIII �IIIII I IIIIIIiI II IItIII IIIII IIIIIIIiII►ItI III I N IIIII IIIIIIIII I IIIII IIIIIIIII I IIIII IIIII IIIIIIIII I IIIII IIII IIIIIIiI i IIItt IIII IIIIIIIi I IIItI s/III 8IIIIiII I ")tIII . OJ�-U - N co 04 0��0 W 07 CC)JR-I R-I o10 � � s - w (o ELEVATOR ob 00 0 SPRI KLER MACH. ROOM UHEAD I LL R-1 sC- z SPRI KLERLOBBY OHEA z1S AIR P-2 U Q10 Z uj = o SPRINKLER HEAD EFH S E SCH DULE w LU FOR D TAILS C-I m ix o ® ee � R R-1 R-I R-I R-I � 0� N }S RINKLE SP INKLER HEAD N AD O WON N'S R-1 EXN UST RETURN . ROO IE � no ri 1 �=Q II z O 2 SECOND FLOOR CORE REFLECTE IICOLIOGI:bLAIN I I I w � 3/8' i'-o" 11 it p cZzQ w TENANT SPACE TYPE X GWB Q O ATC CEILING SPRINKLER HEAD CEILING EI IG ON 2' 0 Z CHANNEL TIED EFN SEE SCHEDULE TO JOIST ZQ gqigg FOR DETAILS 0 Fo Q I� log ------ I 0011MMMUCIU1101101 cf) ENS ROOM R-I EXN UST RETURN R-I R-1 O O R-I R-i R-I R-1 SPRINKLER HEAD < ' A J ELECTRIC SURFACE MOUNT TITLE: 12X48 FLUORESCENTROO". S LU k5 -I P ELEVATSC-I C 1 s -SPRINKLER HAD MACH. Ro01 FIRST FLOOR CORE O ® REFLECTED CEILINGI R-1 R-i PLAN SC-1 SPRINKLERsC-1 SC-1 SC-1 c-I ET ANC P LOB 1 Y "'SPRINKLER EA ROOM EFN S E SCN DULEIV DATE ISSUED: SPRINKLER HEAD A SUP FL 06.13.200 �7 S IN R HEAD REVISIONS: STAIR RECESSED FIXTURE ON EMERGENCYO O O O ® R-1 R-I R-I R-I CIRCUIT SP INKLER HEAD OYEO WO" N'S STOR. EXH UST ETURN ROOMR-I R-I CLO.R I GWB CEILING IN CLO. Fol DRAWN BY:JANTORiS CAS PROJECT #:CLO. C-0015-06 DRAWING NO.:SURFACE MOUNT EFN SEE SCH�°U E12X48 FLUORESCENT FOR DETAILS � FIRST FLOOR CORE REFLECTED' EILN I PL IANI II II N ❑ II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II �g L f STAMP: D AR 5/4x3 PVC CORNER 8RD �sS4fP No. 10563 F Y T. BARNSTABLF— w ' 0 MA F 10Ap SIDING TYP. N A B C p E F j j I j N co I I u, co N ao 7w7 ' I 1 1 m op N Q 1 j j I I � co PVC PANEL I I I I I I I � 0 0 I v = LL I I I IGEDAR SHINGLES, NATURAL I �'I I I I U ARCHITECTURAL ASPHALT ROOF j I j I I w 0 SHINGLES — L PI LAS��fi� CORN�iZ BRD . D��AI L 12 j PREMOLDED WINDOW HEAD, s I Z Z PAINTED - TYPICAL — Z � u) 12 8 I `- z W W o i TOP OF STEEL _ "' 1 ELEVATION (70'-6")* 0 uu c m Q NO o_ CEDAR SHINGLES, NATURAL j elm p j TM TM § M ■e N 5/4xIO PVC Ix6 CORNER BOARD, PTD. CORNER BDR. SECOND FLOOR ELEVATION (57' FYPON BRACKETS. PTD. _ ®® I Y ixl2 CORNER BOARD, PTD. 1 00 ' FIRST FLOOR ) w Q SIDING TYP. -ELEVATION 45'-0" Q CEMENTITIOUS CLAPBOARD 711 I I EXTERIOR (PENDANT LIGHT I I ( I Q EXPOSURE j FIXTURES j j A3.1 Q Lu v Z ��C�O R>�� w o O 8R�D DETAIL SOU�I-I EL VA� ION U) SGALE:I/8 -1 0 0- 0 O O z QCL Zz Z Q Q � —1 r— = d- 2 3 4 4.6 5 5.3 5.7 6 6.3 7 7.1 7.9 8 9 10 11 j I D B jI A3.2 j j A3.� A3.� LANTERN COUPLA jI j SIGN BOARD SIGN BY OTHERS— RIDGE VENT ( 1 I I TITLE: j ARCHITECTURAL ASPHALT ROOF SHINGLES ' 1 I 12 s I ! EXTERIOR 1 12 12 ELEVATIONS 8 8 SHALL W POND CENT R 1 PREMOLDED WINDOW HEAD, EOEVATION (70'-6") P OF STEEL PAINTED - TYPICAL 1 , 1 0 CEDAR SHINGLES, NATURAL I I DATE ISSUED: FFMj j 06.13.2007 Ix6 CORNER BOARD, PTD. I REVISIONS: g EXTERIOR PENDANT LIGHT SECOND FLOOR FIXTURES 1 - --------------- -- ELEVATION (57'-6') - 11110000 " a - _ FYPON BRACKETS. PTD. , tit Y IxI2 CORNER BOARD, PTD. ELE 4 CEMENTITIOUS CLAPBOARD 7" ( I — az•i c EXPOSURE FIRST FLOOR DRAWN BY: V 1 1 3 az.i I I I TION (45'-O") CLS PROJECT #: FYPON COLUMN , PTD. C-0015-06 I I I I wOTD TR�LLIs j j 1 1 3 GLASS 4 ALUMINUM $ ( D ( I I ENTRANCE G' g' I ( I .o I DRAWING NO.: s ` A3.2 A3.1 A3.1 y �AS� .�L�VA� ION � o N J r g L STAMP: i ' . MS ° r. BA1asYA S. f A G F A3.1 E p c g A W co � m 00 N / cli Q/ 1 1 ' < 1010 C0 M 00 co II I , 1 66 00 Ili A I I I I � A3.1 U 4 1 1 1 1 z j I j j u ARCHITECTURAL ASPHALT ROOF I 2 SHINGLES 1 12 8 z (� Q L 8 Lu ~ " z �— � O TOP OF STEEL S' _ `n ' ELEVATION (70'-611) U ~ PREMOLDED WINDOW HEAD, I _ - w PAINTED - TYPICAL O < ~ CEDAR SHINGLES, NATURAL ' CCC� CL�I ■� ' fll ■� J � � �� o cd Ix6 CORNER BOARD, PTD. 1 — SECOND FLOOR ELEVATION (57'-6") EXTERIOR PENDANT LIGHT FIXTURE -- - FYPON BRACKETS. PTD. Ixl2 CORNER BOARD, PTD. CEMENTITIOUS CLAPBOARD 7" EXPOSURE . FIRST FLOOR ELEVATION (45--O--) W z Q INSUL. METAL DOOR I I I I W Lv i I I A3.1 I I I I p U = w p C� 75 NOR��—I �L EVA I ON z cr) a.. � zz O z Q � _ �- 11 10 9 8 7.9 7.1 7 6.3 6 5.7 5.3 5 4.6 4 3 2 1 cn ELEVATOR LOUVER i ) i I I II I I I I I I D ' B I I A3.1 j I I I j I A3.1 1 i A3.1 i I II it j l � j j j I TITLE: 1 AR TECTURAL SPI4ALT ROOF ' I I I `N1 SHINGLES 1 1 1 I 1 I12 _ a j EXTERIOR ARCHITECTURAL ASPHALT ROOF I — SHINGLES ® _ - ELEVATIONS I I l TOP OF STEEL ELEVATION (70'-6") PREMOLDED WINDOW HEAD, 1 ' PAINTED - TYPICALall -- - DATE ISSUED: CEDAR SHINGLES NATURAL I 'i i i i i �_ I � � �I� � 06.13.2007 REVISIONS: Li Ix6 CORNER BOARD, PTD. _- SECOND FLOOR ' 1n ELEVATION (57'-6") EXTERIOR PENDANT LIGHT FIXTURES I i i i ij -TIT TIT TM FYPON BRACKETS. PTD. LLH ( ili 1 Ixl2 CORNER BOARD, PTD. FIRST FLOOR . G7 CEMENTITIOUS CLAPBOARD 7" .I. EXPOSURE I i i i i,ii i i i , .:... ; ELEVATION 45 -0 DRAWN B�(. CL$ :.. 1 ff I ii i I t 1 I PROJECT 1 -1 , I I I ( DRAWING NO.. B' G' 1 114" WEATHER BEST RAILING D' A3.1 A3.1 SYSTEM @ (o" O. C. A3.1 00 „ 3 o 00 U t N N m C L STAMP: AR N a No. 10563 a ra NSL�. � r�o MASS TYPICAL ROOF CONSTRUCTION: * ASPHALT SHINGLES ON #15 ROOF FELTq ' �@G * CONT. RIDGE VENT * 5/5" CDX PLYWOOD ROOF SHEATHING * PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.G. OR OVER FRAMING * PROP-A-VENT BAFFLE * SIMPSON H2.5 HURRICANE CLIPS @ EACH RAFTERS * 2x8 WOOD BLOCKING * (2) LAYERS 6 1/4" U.F. BATT INSUL., TOTAL R=38, TYP. 1L/ N co Lu co co TYPICAL EAVE DETAIL:: G F E D C B A Q °0 04 N * CONTINUOUS ALUMINUM GUTTER1010 * Ix10 FASCIA BOARD dS o o * Ixl2 SOFFIT W/ 1" CONT. SOFFIT VENT Lo :n * Ix(o WOOD TRIM ( ! ( ! o= I I I ! ! ! ! * CONTINUOUS ALUMINUM DRIP EDGE ! (� ! ! I I ( I I TYPICAL EXTERIOR WALL CONSTRUCTION: I ( I I z g * WHITE CEDAR SHINGLES 5' EXPOSURE PRE ENGINES ED WOOD OOF TRUSSES Lu LL ! I I I I I * CEMENTITIOUS CLAPBOARD 7" EXP. BELOW IST FLOOR WINDOW SILL LINE I I I I U * TYVEK HOUSE WRAP * 1/2" GDX PLYWOOD SHEATHING —————— '—— z I I 12 ! ! ! ! ! * 2x6 STEEL STUDS @ 16" O.G. —! ,i u a i i 1 1 a i i i 0 e i i 'i e a i i i '� a i i i a e i i i e i i i i 'e o v� * (2)— 2x6 TOP PLATE r 1 a l t l r a l a t a 1 1 1 (I r e 1 1 1 Ia r 1 1 r a a 1 r l a r t t r II — _ I (I a A A 1 1 A a t 1 1 a a 1 1 1 r A 1 1 1 a A 1 1 1 1 A 1 1 1 A 1 1 1 1 1 z U Q 10 10 * 2x6 CONTINUOUS SILL , it I r I t I r A l 1 1 n A l 1 '1 A l l l l 'a a l l l t a l l l a l l l i�—'1r J i \ „ I A B I I I I a l l l l l l 1 (I A 1 1 1 1 II a l l 1 a 1 1 1 1 A A 1 1, z H � �p * 5 1/2 R21 UNFACED FIBERGLASS BATT ( II n a l 1 1 a tl t t 1 a a 1 1 ,t a A 1 1 1 iA a 1 1 1 a a 1 I I I A a 1 ,e I i i INSULATION w II m * VAPOR BARRIER ! !1 A A 1 1 1 r A 1 1 1 a A 1 II I a 1 1 A !a A 1 1 I A a l l l l r l Y,11 LY Ly I * 1/2 GWB. PAINTED I A I I A I r a 1 1 1 A A r 1 II I A 1 I I I A I I I A 1 1 1 1 1 1 1 1 m Q O __—_—TOP OF STEEL _ ! ' _ ————_— —— TOP OF STEEL! _ ———— —— — --- ELEVATION (75'-6") ———— ELEVATIONSECOND FI OO DECK CONSTRUCTION ' ■B —' O * CONCRETE FLOOR ON METAL DECKra J * STEEL FRAME I_ I ■B Cj I ( SUSPENDED CLG. I 5/8" GWB. TYPE "X" ON IIx3 I - BOXED OUT WINDOW BAY o �° * OPEN WEB STEEL JOISTS I I SUSPENDED CLG. - I 5/8" IGWB. TYPE "X" ; I — AY o N r ±10'-0 A.F.F STRAPPING @ UNDER SIDE - i ' ti ±10'-0" A.F.F I ON �x3 STRAPPING @ ' SECOND FLOOR OF WOOD ROOF STRUCTURE I `� R o ` m I I SECOND FLOOR �i UNDER SI DE OF WOOD m (TYPICAL) I ( TYPICAL LOW SLOPE ROOF CONSTRUCTION: I I +� * FULLY AHEARED FELT BACKED EPDM I I o I Rood STRUCTURE - TYP. do , I ! ! ! a _—_;—___— SECOND FLOOR * TAPERED RIGID INSULATION I A7 —-- ( - I I I N ; I ___SECOND FLOOR I ELEVATION (57'-6") Y DRAINS t EAVES —,�,_—,__ -_0� * 3/4" GDX PLYWOOD SHEATHING ELEVATION (57 6 ) ' ! * 20" I—JOISTS @ 24" O. C. * 2 LAYERS W R38 UNFACED FIBERGLASS I , ! ! BATT INSULATION I I = 5 D6° —SUSPENDED CLG. t9 " AFFVAPOR BARRIER±q —6 A.F.F — .I 0 ! I I FIRST FLOOR I I 'd — * I/2 GWB. Q PAINTED I FIRST FLOOR ! ; ! i j N co i I FIRST FLOOR FIRST FLOOR CONSTRUCTION ( I __—FIRST FLOOR 0 Z ELLYATION-- --—- i— ---------- 0 � 4 C --—-- � * " CONCRETE SLAB * INSUL-TARP VAPOR BARRIOR (R-10) I LuQ ' I I TYPICAL FOUNDATION: ! --- ! w r) ! ! ( I * 12" CONCRETE FROST HALL N ( I I I z FOR CONC. SLAB (2)— #5 BARS O O STOP * BOTTOM I SECTION FACING I I O C �UILDIIV * 24x12 CONTINUOUS CONCRETE FOOTING 8 �U ( L � ING SECTION I ACING SOUTH C— z z A3.1 :1/8"=1'—O" W/ (3) 5 BARS O SCALE * 2x4 KEY A3.1 SCALE:1/8"=1'-01' Ly z Q * BITUMINOUS DAMPPROOFING @ EXTERIOR O >: * I"x4' CONT. RIDGE INSULATION BOARD "R" VALUE 115" MIN. — J J � Q _r d' V) p— TITLE: PRE ENGINEERED WOOD ROOF TRUSSES ! 14" DEEP WOOD TRUSS! JOIST I PRE ENGINEEREDWOOD ROOFUSS S 4 I i 1 - !---------- ----- n - - ------------A4.4 ------I! ----- 1 BUILDING (2) LAYERS 6 1/4 U.F. i"- BATT INSUL., SECTIONS TOTAL R=38, TYP. I I I A4.1 Lo c r r 11 1 r p I r r p p r r 9 1 p p l r r p p r r g p I TOP OF STEEL ELEV. (75'-6°� - � � I � DATE ISSUED: __T_T r , I 06.13.2007 --- 5/8" GWB. TYPE "X" ON IX3 STRAPPING @ ' SUSPENDED CLG. '� I I UNDER SIDE OF WOOD ROSTRUCTURE I REVISIONS: ±10'-0" A.F.F (TYPICAL)SECOND FLOOR r -- `�, I CONC. (FLOOR ON I I ! ! META ' DECK SECOND FLOOR M ELEV. (57'-60) "7T7 ,-i 7 F7 EL N ! ! STEEL JOIST i SUSPENDED CLG. - o i ±q 6 A.F.F N I I FIRST FLOOR I ( ! ! ! ! ! o DRAWN BY: H � � � I I I CONC. SLAB ! ! ( r ! CLS FIRST FLOOR _ PROJECT C O 5 Ob I c 01 •3 <S I o DRAWING NO.: � o A B U I L D I N G SECTION v A3.1 SCALE:1/8"=1'-0" C N Q. N O U N U L STAMP: D ARC. o No_ 10 T. zNsTA ;. ar TYPICAL ROOF CONSTRUCTION: FIRST FLOOR CONSTRUCTION TYPICAL LOW SLOPE ROOF CONSTRUCTION: * ASPHALT SHINGLES ON #15 ROOF FELT * 4" CONCRETE SLAB * FULLY AHEARED FELT BACKED EPDM * CONT. RIDGE VENT * INSUL-TARP VAPOR BARRIOR (R-10) * TAPERED RIGID INSULATION I" AT w co 04 * 5/8" CDX PLYWOOD ROOF SHEATHING DRAINS * EAVES in °D c' * PRE-ENGINEERED WOOD ROOF TRUSSES * 3/4" GDX PLYWOOD SHEATHING � 10 M @ 24" O.G. OR OVER FRAMING * 20" I-JOISTS @ 24" D. C. oZ5 o o FIRST FLOOR CONSTRUCTION u * PROP-A-VENT BAFFLE * 2 LAYERS 9 R38 UNFACED FIBERGLASS * 4" CONCRETE SLAB = Lo * SIMPSON N2.5 HURRICANE CLIPS BATT INSULATION O � @ EACH RAFTERS * INSUL-TARP VAPOR BARRIER (R-10) * VAPOR BARRIER C) u- * 2x8 WOOD BLOCKING * 1/2" GWB. PAINTED U * (2) LAYERS 6 1/4" U.F. BATT INSUL., z TOTAL R=38, TYP. 8, SECOND FLOOR DECK CONSTRUCTION w * CONCRETE FLOOR ON METAL DECK U- * STEEL FRAME � TYPICAL SAVE DETAIL:: * OPEN WEB STEEL JOISTS U * CONTINUOUS ALUMINUM GUTTER z * Ix10 FASCIA BOARD cri * ixl2 SOFFIT W/ 1" CONT. SOFFIT VENT TYPICAL FOUNDATION: z U Q * Ix6 WOOD TRIM * 12" CONCRETE FROST WALL NOTCHED * CONTINUOUS ALUMINUM DRIP EDGE FOR CONC. SLAB W/ (2)- #5 BARS o z cn TOP t BOTTOM _ * 24"x12" CONTINUOUS CONCRETE FOOTING 8 og TYPICAL EXTERIOR WALL CONSTRUCTION: I„I/ (3)- #5 BARS W mQ � * WHITE CEDAR SHINGLES 5" EXPOSURE * 2x4 KEY cn * CEMENTITIOUS CLAPBOARD 7" EXP. - * BITUMINOUS DAMPPROOFING @ EXTERIOR ■B O BELOW IST FLOOR WINDOW SILL LINE * i x4 CONT. RIDGE INSULATION BOARD O * TYVEK HOUSE WRAP "R" VALUE 115" MIN. OB M C * 1/2" GDX PLYWOOD SHEATHING dB o 04 * 2x6 STEEL STUDS @ 16" O.G. * (2)- 2x(o TOP PLATE * 2x6 CONTINUOUS SILL * 5 1/2" R21 UNFAGED FIBERGLASS BATT INSULATION * VAPOR BARRIER * 1/2" GWB. PAINTED ry p w Q ' z O ' I I w rv, I Q oU _ � ( I w p � :5;12 I 3 TYPICAL LOW SLOPE ROOF CONSTRUC ION: Cy I t i A41 a8 I SEE ROOF PLAN A1.3 FOR TAPERED ' z Z C!) S INSULATION LAYOUT DRAIN LOCATIO z I 4 O O O I �- I � A4.1 _ 77 A4.3 �— I Q (� ' I 100, _ _ TOP OF STEEL INK--r— I I I ELEVATION (75'-6") i I II I I I I I SUSPENDED 5/8u GWB. TYPE u Xn — - — -±10'-0" A.F.F ON Ix3 STRAPPING @j I I I gyp` - TITLE: _ I UNDER SIDE OF WOOD I / I i 1 i SECOND FLOOR cYl _ ' ROOF STRUCTURE - TYP. I // I I I o I +1 1 BUILDING j SECOND FLOOR SECTIONS ELEVATION (57' 6") � I DATE ISSUED: ICI I I I I LSUSPENDED CLG. 06.13.2007 I I I = i u A.F.F REVISIONS: FIRST FLOOR 1 i Inn I �y -- 1 I - I I / I I I I 1 I ICI � I I I II II o I � a N I ICI I I I I FIRST LEVA FLOOR % R Ea. DRAWN BY- - - - - -I- - - - I CLS I GRADE A .4 t�0'-0" PROJECT #: - C 0015-06 ot 1 i DRAWING NO.: Id BUILDING SECTION FACING SOUTH s I I 1 SCALE:1/4"=1'—0" 1 I c U o 6" CRUSHED STONE N d N ON FABRIC . MESH- - - - - - - - - - - - - - - - - - -- fn n O N O 1_ STAMP: \s��Ro � cm O O F 4 B, 4P l�F g s I I I LAY ON ROOF FRAMING 10 PRE ENGINEERED WOOD ROOF TRUSS 4X4 P.T. P0511 3 COVER W/ PVC POST I ,,----- ------------- ----------- ` A4.3 TYPICAL LOW SLOPE a ( I I i TYPICAL SLOPED ROOF CONSTRUCTION m PRE—ENGINEERED W D I ROOF CONSTRUCTION I I � ROOF TRUSSES � 3 cli 14" [—JOIST BLOCKING A4.4 TYPICAL SLOPED N ao —0 O.C. TYP. (2) LAYERS 6 i/4" U.F. ( „ II m � cCO @ 10' " (TYP.) ROOF CONSTRUCTION II N N LAYERS „ , (2) LAYERS (0 1/4 U.F. I Q ,o ,o i GATT INSUL. ---N------ --- ------------- A4.3 r) C? B TT NSUL. TOTAL TOTAL B R=38 ATT N TYP. ; I ; TOTAL R=38, TYP I I - I f `� dS o 0 2 LAYERS 6Y" U.F. I I R-38, TYP. BATT INSUL., TOTAL I I ' f ' R-38, TYP. U U TOP OF STEEL , i ; Z s 0001 LL LIX3 CEDAR T*G n n n i ' " " " ; i j CEM ANG-D 5/e" GWB TYPE nX" ON 5/8 GWB. TYPE X i I 5/8 GWB. TYPE X (, WB TYPE 'X" ON ON 2X CEILING JOISTS STRAPPING ON n IX3 STRAPPING O ON Ix3 STRAPPING @ ; i ON Ix3 STRAPPING @ I ; Z_ DER SIDE O WOOD UNDER SIDE OF WOOD UNDER SIDE OF WOOD ; i UNDER SIDE OF WOOD ; ROOF STRUCTURE ROOF STRUCTURE - TYP. I i ROOF STRUCTURE - TYP. I U F STRUCTURE z � uj � OU W EXTERIOR WALL CONSTRUCTION I I `. `. 0 i SUSPENDED CLG. SUSPENDED CLG. � SUSPENDED CLG. , „ �_ " ±10 0 A.F.F SUSPENDED CLG. I I ± ' " SECOND FLOOR M ±10 -0 A.F.F ■B � O 10 -O A.F.F SECOND FLOOR I I OB N ±10 -0 FIRST FLOOR FIRST FLOOR T55X5X? 21 STORIES I .. I I / I I PVCRid ING 4 BOXED OUT WINDOW BAY / II I _ TE / I I WINDOW SEAT II I � o II I I � ' � � \ z O STEEL BEAM 2 W Ly Ix CEDAR _ 0 Q ON�XI2 OI S I I TYPICALS U I CONC. FLOOR ON CONC. FLOOR ON 'i i `� GONG. FLOOR ON CONC. FLOOR ON N " EXTERIOR WALL CONSTRUCTIO I METAL DECK i I I W 0 @I6 O C. METAL DECK , , METAL DECK METAL DECK ( I I I ' ' z � SECONDSECOND FLOOR -- --------- -------------------- ----- O y ELEV. 57'-6" ..y. . ; y 5. ,..... •. p O STEEL JOIST STEEL JOIST 0-- Z z STEEL JO T I — STEEL BEAM ' ' n n STEEL BEAM 0 5 EL — i ; 15 x20 BRACKET rool TYPICAL METAL Q STUD O -17 PAINTED ; I EXTERIOR WALL J PVC TRIM I I I CONSTRUCTION J r A5.1 T;1'PICAL METAL STUD ' aTERIOR WALL CONSTRUCTION Q U) r I I I f SUSPENDED CLG. SUSPENDED CLG. ±q'-6" A.F.F ±q'-(o" A.F.F FIRST FLOOR FIRST FLOOR SUSPENDED CLG. ±q'-6" A.F.F FIRST FLOOR II II • / II TITLE: co co II II ENLARGED \ I I I I I WALL SECTIONS L I II I I \ Ix G N \ O 2 12 JOISTS @I " FIRST FLOOR I -------------- ° 4 --_�----------------------- y.q S` :yu 4 ----- DATE ISSUED: < y 4 4 .. •4 4 4:" 4 - 4 .. 4' I{•4 .. I y. _ ^4 _ < I • ti 06.13.2007 <I I < 4 REVISIONS: 2X P.T. FLOOR JOIST @ IV' O.G. INSTALL BLACK INSECT SCREEN BOTTOM SIDE OF JOISTS 4 cD 10' GONG. FROST WAL1 N 6" CRUSHED GRAVEL ON WOVEN MESH FABRIC � I • ° DRAWN BY: CLS I WALL SECT I ON 3 WALL ECTION 2 WALL SECTION - PROJECT #: n_ u A4.1 SCALE:I/2"=1'—0" A4.1 SCALE:1/2"=1'—0" C 0015 06 SCALE:1/2 —i —O Lci A L SECTION DRAWING NO.: 2 4 L A4.1 57, ALE:I/2"=1'-0" C , .T ti d. A4 , I c ° a ; n S N C� i<D/ L STAMP: r : p�AR 2" GAP FOR VENTILATION CONT. RIDGE VENT ' PRE ENGINEERED WOOD ROOF TRUSS ry No. 10563 2! LAYERS 6 I/4" ROOF 5NINGLES ON ROOF FELT SISTERED 2x6 EXTENSION @ F.2 U.F. I3i U.F GATT INSUL., B `;� MAS& BOTTOM CORD OF ROOF TRUSS TOTAL R=38, TYP. --- --- A9.2 ICE 4 WATER SHIELDA��? " �'- ' PLYWOOD ROOF SHEATHING ALUMN. DRIP EDGE ' i ALUMN. GUTTER ROOF MEMBRANE � � T +I ROOF TRUSSES ix12 FACIA BRD. 2x4 OUT RIGGERS @ 16" O.G. „ . TOP OF STEEL -------- -- — - - — ---------- -- w ELEV. (75'-6") m °° N CO 04 /� RIDGE I Q , Ix SOFFIT w/ CONT. i" 7 Y I CA L I\ I D E D�TA I L � M WIDE FIBERGL. SCREEN VENT STEEL BEAM A4.2 SCALE:V=1'-0" 66 o 0 COVE BED MOULD a Ixl2 FRIEZE BRD. BUILT OUT U s w/ I/2" PLYWD z w II 1/4" 5/8" GWB. TYPE "X" Ix8 FRIEZE BRD. ON Ix3 STRAPPING @ SECOND FLOOR LL w/ DADO UNDER SIDE OF WOOD ELEV. (62'-6") ' s�• :5. : .5 _ WOOD DECKING ROOF STRUCTURE - TYP. METAL DECK dp Z ZD 2x4 P.T. SLEEPERS @ 16" O.G. 0 — DOUBLE 2x10 P.T. LEDGER Z U Q o TAPERED P.T. 2x10 JOISTS z ~ o U) STEEL BEAM @ 16" O.G. O U u Lv Lv ,= -- 4" V-GROOVE SOFFIT m Q ; O METAL STUD _ ACOUSTIC—SUSPEND TILE CLG. F FLOOR TRUSS BLOCKING COVE BED MOULD OB O ±10'-O" A.F.F ix8 TRIM BRD w/ DADO � 01 SECOND FLOOR I OB 0 RIDGE BRD. -TYPICAL METAL STUD EXTERIOR WALL CONSTRUCTION 4 DETAIL A4.2 SCALE:V=1'-O" SUSPENDED ACOUSTIC TILE CLG. ±9'-6" A.F.F FIRST FLOOR Ix4 OVER Ixl2 RAKE BRD. IT � p 16 oz. H Q txio FRIEZE BRD. STANDING z OSEAN ROOFING w/ DADD W Lv � FLASHING Q all 2 DETAIL p U = ,gyp O � PAINTED PLYWOOD O z CEILING PANEL O O z 3 TYP I CAL RAKE DETA I °- z z F.2 O z CLO >< >: 2X6 FRAMING TYP. --� �— WALLS t CEILING Q r-., LAP SEALANT SINGLE PLY ROOF MEMBRANE 1/4" DENSE ROOF DECK 2" RIDGID ROOF INSULATION I I WINDOW TYPE "H" - TAPERED TO DRAIN: TYP. OF 4 TOP OF PLATE CONT. ROOF FLASHING 5/8" PLYWD. DECKING 2x4 WOOD BLOCKING TITLE: - GLUED AND NAILED Ix6 PVC ON IX4 SPACER Ix12 PVC ON CONT. 2X6 r PAINTED WOOD TRIMAT INTERIOR (2) LAYERS 6 1/4" U.F. BATT INSUL., BLOCKING r TOTAL R=38, TYP. 14" WOOD TRUSS JOIST 2X RIM BOARD Ix6 PVC ON IX4 SPACER . ., _. . ,..w..._ ...._ SECOND FLOOR WALL SECTIONS �} TOP OF STEEL " ELEV. (62'-(o") s ti & DETAILS DOUBLE 2x6 P.T. PLATE METAL DECK ANCHORED TO STEEL BEAM - TYP. SOLI D PVC 5/8" GWB. TYPE "X" EXT. ON Ix3 STRAPPING @ STEEL BEAM TRIM TYP. UNDER SIDE OF WOOD ROOF STRUCTURE - TYP. ry TYPICAL METAL STUD STEEL DATE ISSUED: EXTERIOR WALL CONSTRUCTION TYPICAL METAL STUD BEAM EXTERIOR WALL CONSTRUCTION 06.13.2007 REVISIONS: SUSPENDED UP ACOUSTIC TILE CLG. LIGHT -10'- " A.F.F FLOOR TRUSS 3 SECOND FLOOR I I FIXTURE s A T SUSPENDED DBL. ' ACOUSTIC TILE CLG. ±q'-6" A.F.F TRUSSES FIRST FLOOR AT DRAWN BY: CLS t CUP - PROJECT #: -- -- -- SEE S-4 C-0015-06 E DRAWING NO.: a a 1 D.ETA I L 5 DETA I L_ 6 DETA I L H A4.2 SCALE:V=1 -0 SCALE:I"=i'-0" .2 A4 a A4.2 SCALE:1A41 to a_ J O N�C STAMP: °AR F o No. J0563 to 0 amiNST6htill�. pMASS. PG . LAYON ROOF FRAMING . PRE ENGINEERED WOOD ROOF TRU55 rr TYPICAL SLOPED ROOF CONSTRUCTION TYPICAL SLOPED REQUIRED I" AIR GAP ROOF CONSTRUCTION VENTED DRIP EDGE Ix4 OVER Ix10 RAKE BRD. (WHITE) PRE ENGINEERED WOOD Ix5 TRIM BRD. PAINTED ROOF TRU55 Ix4 FRIEZE BRD. w/ DADO SIDEW cli co ALL EPDM MEMBRANE ALUMN. DRIP EDGE EXTENDS 12" ON TO ROOF DECK \ I m op co u I Q ALUMN. GUTTER � C CONT. ROOF FLASHING o2S o 0 to LAP SEALANT O co _ _ U a LL SINGLE PLY ROOF MEMBRANE U Ixl2 FACIA BRD. Z:) 1/4" DENS DECK n PRE ENGINEERED WOOD Lu TOP OF STEEL __ _ —__ _ __ __—_ 2x4 OUT RIGGERS @ 16 O.G. Lu ELEV. (75'-6") ROOF TRUSSlu 2" RIDGID ROOF INSULATION Ix SOFFIT w/ CONT. I° 515TERED 2x6 EXTENSIC LL ON 3" TAPER TO 3" TO DRAIN E-- � U 5/8" GWB. TYPE "X" WIDE FIBERGL. SCREEN VENT BOTTOM CORD OF ROOF Z ON Ix3 STRAPPING @ 5/8" PLYWD. DECKING UNDER SIDE OF WOOD TOP OF STEEL _____ _____ 00 STRUCTURE - TYP. COVE BED MOULD ELEV. (75-b ) J U Q ,o - GLUED AND NAILED ROOF T w W N PRE ENGINEERED WOOD TRUSS JOIST BLOCKING Ixi2 FRIEZE BRD. BUILT OUT z cn o ROOF TRU55 " DOUBLE 2x6 P.T. PLATE w/ I/2" PLYWD " " " > o 14 WOOD TRUSS JOIST 5/8 GWB. TYPE X > = N ANCHORED TO STEEL BEAM - TYP. ON Ix3 STRAPPING @ rL,U LU w Ix8 FRIEZE BRD. UNDER SIDE OF WOOD 0 LAYERS 6 i/4" U.F. w/ DADO ROOF STRUCTURE - TYP. m Q O (2) LAYERS INSUL., STEEL BEAM Old Oo TOTAL R=38, TYP. DOUBLE 2x6 P.T. PLATE � ANCHORED TO STEEL BEAM - TYP. ``' It BOXED OUT WINDOW BAY, B N } TOP OF STEEL ( ") ' ELEV. 75-b - —-- -- TYPICAL METAL STUD STEEL BEAM i'STEEL BEAM EXTERIOR WALL CONSTRUCTION ' 5/8" GWB. TYPE "X" ON Ix3 STRAPPING @ SUSPENDED ' UNDER SIDE OF WOOD 16 OZ. LEAD COATED ACOUSTIC TILE GLG. � ' COPPER FLASHING ROOF STRUCTURE - TYP. ±10'-0" A.F.F SECOND FLOOR DOUBLE 2x6 P.T. PLATE - -- -- -- A ANCHORED TO STEEL BEAM - TYP. SUSPENDED — TYP. ACOUSTIC TILE GLG. Q 4 D LTA I L_ SECOND "FLOOR LuQ u_ i_ u I D�� I � 8 SECOND FLOORA4.3 SCALE:I -1 0 A4.3 SCALE:1"=1'-0" z O 3 D ETA I L w ry A4.3 SCALE:I"=1'-0" 0 U _r QCC W r) (D G it C/) z Op Oz °- a. z F WINDOW SILL z BY FUTURE O TNNANT (TYP.) _� Q B 0 _ Q WEATHER BEST PVC RAILING PT. 4X4 POST o BOXED OUT WINDO BAY (TYPICAL) 2 I N 2x2 CAP Ix10 TRIM BRD. BUILT OUT TYPICAL METAL STUD w/ 1/2" PLYWD EXTERIOR WALL CONSTRUCTION IX MAHOGANY DECK FLOORING Ix6 TRIM BRD. NOTCHED GONG. NOTCHED CONC. SECOND FLOOR - - SECOND FLOOR _ ADA THRESHOLD FOUNDATION WALL FO UNDATION WALL � ELEV. (62'-6") � ELEV. (62'-b°) TITLE: EXPANSION MATERIAL I 4' CONC. SLAB 4' GONG. SLAB METAL STUD SILL OVER SILL SEALER, METAL DECK 4" V-GROOVE_ ANCHORED TO FOUNDATION 16 OZ. LEAD COATED E SOFFIT REQ. PAD ® EXITS COMPACTED SUB-BASE COMPACTED SUB-BASE COPPER FLASHING �J' STEEL BEAM „ „ DBL. 2XI2 RIM BD. 15 x20 BRACKET ENLARGED FIRST FLOOR ELEV. (5 -00) Li ti ti ti ' L, _ - - 2x� JOISTS1, O 14" PVC ON CONSTRUCTION ELEV. (50'-0") �i L1• <i A. <i. LI <i i a � IX4 CON T. \ tft= SHIMS DETAILS 2x8 RIM BRD.\� UNDER SLAB VAPOR BARRIER <� -4" < (3) P.T. 2xi2 BEAM FLOOR TRU55 UNDER SLAB VAPOR BARRIER 1x2 PVC ON BLOCKING /\///\��\ < /� ��\��j DATE ISSUED: \' \�\�\�\�� TYPICAL METAL STUD 1'X4'-O' CONT. RIGID 1'X4'-O' CONT. RIGID �� CONT. P.T. bx6 P05T 06.13.2�0� INSULATION BOARD INSULATION BOARD / /j �/ WRAPED TO 10x10 SO. EXTERIOR WALL CONSTRUCTION REVISIONS: 'R' VALUE 05' MIN. 'R' VALUE 'rJ' MIN. < � \\\\�\\\�� 16 OZ. LEAD COATED 10" COPPER FLASHINGSUSPENDED] -- ��/��/ '' <, y ACOUSTIC TILE GLG. . /\\\ ±9'-6" A.F.F FIRST FLOOR > ' 40' GONG. FROST WALL a 10' GONG. FROST WALL 5 DETAIL o \ A4.3 SCALE:I' =1'-0, DRAWN BY: o CONC. FOOTING CONC. FOOTING ° d a CLS o d d d 2 D�T� I,L „ o o a, a A4.3 SCALE:Ill-1 -O PROJECT #: C-0015-06 o p a DRAWING NO.: v 3 o a c c D ETA I L DETAILA4 , 3 c A4.3 SCALE:1"=1'-oil A4.3 SCALE:I"=1'-0" N d m ; t_$ J �s o�N Yl� C� 7 V rn L STAMP. q- "a No. 10563 DRAIN STRAINER sNsrAaLIE w MEMBRA E ADHERED CLAMPING RING ' ass ate, INSULATION SECURELY FASTENED MEMBRANE FLASHING, ADHERED MEMBRANE, NOT-AIR WELDED TAPERED EDGE SECURELY FASTENED AS REQUIRED STOP AND FASTENER NOT-AIR WELD EXTEND MEMBRANE UP ROOF 18" MIN. MEMBRANE, ADHERED ASPHALT SHINGLE ROOF 4X4 P.T. POST N/ 'PVC POST COVER w M 00 qD STRUCTURAL DECK - Q °0 S' TYPICAL LON SLOPE INSULATION SECURELY ROOF CONSTRUCTION m � L / FASTENED I I O _ SEALANT UNDER MEMBRANE AT CLAMPING F U NOTES: 14" I-JOIST BLOCKING U 1) EXISTING DRAIN BOWL, CLAMPING RING AND 101-0'' O.C. (TYP.)Ca z LL DRAIN ACCESSORIES ARE TO BE CLEANED FREE U OF ALL CONTAMINATES. MEMBRANE CAN BE USED IN AREAS ~ U � STRUCTURAL DECK OF ASPHALT CONTAMINATION. = (2) LAYERS 014" U.F. I I o �- BATT INSUL., TOTAL I I z �-- Q 5 qNAI iP I NCB RINGDATA I L R-38, TYP. II Lo T TO SCALEcn z �MKII II' � o _ _ TOP OF _STEEL � U - j- w 8mQ No TREATED WOOD NAILS O TO MATCH WEIGHT F INSULATION OLD O J NOTES LIX3 CEDAR TAG a® o ■� N 1) NAILERS SHALL BE SECURELY ANCHORED TO THE DECK TO RESIST A FORGE OF ON 2X CEILING JOISTS u 300 POUNDS PER LINEAL FOOT IN ANY DIRECTION. @ !6G.G. -0-RCP R 7T 2) REMOVE ALL GRAVEL AT TIE-IN AREA. _ I 3) CONSULT SARNAFIL INC. FOR RECOMMENDATIONS FOR TIE-IN TO GOAL-TAR - PITCH. fx 0 D ETA i L AT S LOP D LON P I TC� ROOF W Q 4 SCALE 3/4"=1'-0" SIMILAR OPPOSITE NAND z O W L 0 _ cQ W 0 G (r) Z :D 4'-0"CLR. O r) � z SECOND FLOOR O z z ELEV.. (62'-611) P.T. 2X6 SATIN FINISH IY2" Q ALUM. HANDRAIL APPLIED TO � Q SUBSTRAIT SITE BUILT RAILING T ' i SYSTEM AND PICKETS J 1 I J r 2X 10 CEDAR 1y2'x2" CEDAR CROSS TIES 16 OZ.COPPER WITH CEDAR FLASHING I I I I BLOCKING. I I I 1 ' 1 r FIN. FLR. 511 ' 2X10 CEDAR 2X8 CEDAR LEGER BOARD @ +44'-IlY2" f 3/a" STAINLESS BOLT SATIN FINISH IY2"RUNOUTS CUT @7%" ALUM. HANDRAIL (TYPICAL) I ICE * WATER SHIELD WRAP ON P.T. 2X6CEDAR TREADS I I I GLM 300-101 rT- z= COLOR TO MATCH SATIN FINISH ALUM. TITLE: I I I I i DECK HANDRAIL BRACKET 1 SPECTIS COLUMN I I I P.T.'D LANDING W/ OR EQUAL L i , _ ; r1 I I I I " SITE BUILT POST y2 SHEET PVC COVER r I r- i i i i i i i COVER 4 CAP 1 I I I I I I 1 1 I , I 1 1 I I _J L.J.I I 4X4 P.T. POST ;1 2X P.T.'D STAIR WALL SECTIONS I I I I 1 _ STRINGER P.T.'D 4X4 I =- _' ( ` & DETAILS POST Y2" SHEET PVC Y2" SHEET PVC STRINGER COVER ' 1 I RISER COVER ' ' I SIMPSON ABE SERIES ' III �� : I I I I I -_� TIE DOWN W/ SET i i-' THREADED ROD � 4X4 P.T'D POST L ; I ' ' GONG. WALKWAY ; W/ PV WRAP DATE ISSUED: FINISH F', C= _� �, GRADE ; ; ; ; ; ; (TYPICAL) I �6' .T.'D STRINGER W/ 06.13.2007 6 I I I II I I I ; ; Y" SHEET PVC COVER 1 40 -0 I I 1 1 I I __+- -,-_ -�- REVISIONS: - - ,\,I I :14 3/e' STAINLESS BOLT - P.T.'D BLOCKING SIMPSON ABE POST BASE -- I°� IVI . ICI (TYPICAL) r - _ BETWEEN STRINGERS _ I I "�I II11 Iv ICI / I I I II\il II II\I II\I II\I II III\I I JL• IL',_1.__:�..:i •1_:-_ 7;.L�'_ - _�L1__ll � - :� _ i°;•ra 7. III \\j ...r,. : •..: i...:: - . a : ...s' r�a�0 .'•.>i;,, :,`�,:i /i, /\\/\\/\\/\\/ �. _ �. ... ..•.... .-�?: \/\\/\\/\\�\\�\\�\\�\\\\\\\\ 9i:-:-at: \\\\\\ \\\\- /\/ ::}• ;.:. '' �r' y'`.:�, �. .,.: •-f ..: .:.: :. :: : ... ; ,;. : ,:_i . :•: ,.,i. ; \ \ ':• . \\ \\ \/� \/\/\/\/\/\/ N �\�\ /\/\//\//\//\//\// \// TYPICAL REINFORCED //\//\// \�\\?X/\\/\\/\\/\\��\ \\ \\\\. ,\\ \ TRENCH FOOTER �,�//\// // .. n• :.'ii SEE STRUGT. FOR \\ \\i\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ • �� ,. \\j\\j\\j\\j DRAWN BY: CLS SIZE 4 REINFORCEMENT %//y//\�// \ \�//\�//\�//\�//\�// cJ" ACT I O� \ \/��/,�//i//\//\//\//\ •. s r. - \/�\/�� PROJECT #: III ELEVATION H0 C-0015-06 5CALE:3/4"=1I-0" FIRST FLOOR DRAWING NO.: TYi� ICAL WOOD STAIR TO GRADF DETAIL P ERC-BOLA DETAILS A4 , 4 to 2-6 U N _ G U U STAMP: 'IQ563 o q, Tl W � co m C9 N c? c0 66 00 co O O O In tf) 2 X U Q u. Z ° W u � c 1— � z � 0 H U Q `O LLJW (V Z O 0U w W m Q U3o a a� o s e� o ee M lmp=q N SEE NOTE 3 �T E S (TYPICAL) 1. ALL OUTLET & SWITCH (BOXES ARE TO BE OFFSET HORIZONTALLY. 2. OUTLET AND SWITCH BOXES SHALL NOT EXCEED 100 SO. IN. PER 100 SQ. FT. OF WALL SURFACE FOR RATED WALLS. 5/8" MIN. THICK FIRE RATED 1L/ p CAULK 3. PROVIDE UL263 (ASTM.E119, NFPA uu 251) PUTTY PADS, SPEC. SEAL OR I— 0 1/4" THICK X 2" WIDE EQUAL. z INTUMESCENT WRAP w STRIPS TYPICAL p U = Q=ACOUSTICAL SEALANT V) CONTINUOUS AT (n O 0 PERIMETER 0 4" MAX. NON-METALLIC PIPE RATED PARTITION0 z Z TYPE MAY 0 WALL TYPE VARIES SEE PLANS VARY. REFER TO PLANS FOR z PARTITION TYPES. OUTLET. (ELECTRICAL, CAN, TELEPHONE) & SWITCHES J SEE ELECTRICAL DRAWINGS J Q r Cn r- 1 HR FIRESTOPPING NONMETALLIC PIPE N A 5 UL o LTG: IGN. 1 HR:] 1 W-L-200s WHERE RATED WALLS ADJOIN LESSER— OR WHERE RATED WALLS WHERE RATED WALLS j NON—RATED CONSTR. ADJOIN LESSER— OR TAPED JOINT AT FLOOR DECK ADJOIN LESSER— OR TAPED JOINT AT FLOOR DECK CONTINUE ALL ELEMENTS FLOOR CEILING NON—RATED CONSTR. ABOVE TYPICAL AT INT. NON—RATED CONSTR. ABOVE TYPICAL AT INT. OF RATED ASSEMBLY ASSEMB CONTINUE ALL ELEMENTS PARTITIONS, EACH SIDE FLOOR CEILING CONTINUE ALL ELEMENTS PARTITIONS, EACH SIDE FLOOR CEILING TITLE: THROUGH ALL AS INDI TIED ASSEMBLY ASSEMBLY CONCEALED SPACES. OF RATED ASSEMBLY OF RATED ASSEMBLY THROUGH ALL AS INDICATED THROUGH ALL AS INDICATED CONCEALED SPACES. CONCEALED SPACES. 77 - WALL TYPES TAPED AND SANDED JOINT AT CEILING PROIDE BLOCKING TO CONT. PROIDE BLOCKING TO CONT. WHERE FULL HEIGHT TYPICAL AT INTERIOR PARTITIONS, EACH SIDE RATED ASSEMBLY TO DECK ABOVE RATED ASSEMBLY TO DECK ABOVE —/ . WHERE FULL HEIGHT CERAMIC TILE IS GWB, INSULATION AND STUDS INDICATED AT GWB CONTINUOUS 2x4 NOM. SINGLE HEADER. CONTINUE UP TO FLOOR OR ROOF CERAMIC TILE IS CON .INSULATION AND STUDS - INDICATED AT GWB CONTINUE UP TO FLOOR OR ROOF CEILING AREAS, CONTINUE GWB ABOVE NON—RATED PARTITION. DECK ABOVE. CEILING AREAS, DECK ABOVE. TERMINATE TILE 2 LAYERS ° TYPE 'X' GWB TERMINATE TILE AND BACKER BOARD FINISH LEVEL AS SPECIFIED. TAPED AND SANDED JOINT AT CEILING AND BACKER BOARD TAPED AND SANDED JOINT AT CEILING BELOW CEILING 1" THK. GWB ALL JOINTS STAGGERED TYPICAL AT INT. PARTITIONS, EACH SIDE BELOW CEILING TYPICAL AT INT. PARTITIONS, EACH SIDE DATE ISSUED: "SHAFT LINER" ° , , , , , , 06.13.2007 � TYPE X GWB 2 LAYERS � TYPE X GWB � TYPE X GWB 2x4 NOM. WOOD STUDS AT 16° ON FINISH LEVEL AS SPECIFIED, FINISH LEVEL AS SPECIFIED. FINISH LEVEL AS SPECIFIED. REVISION$: CENTER. FASTEN AS SPECIFIED ALL JOINTS STAGGERED ALL JOINTS STAGGERED EA. SIDE ALL JOINTS STAGGERED PLAN 2x6 NOM. WOOD STUDS AT 16" ON 2x6 NOM. WOOD STUDS AT 16" ON PLAN S pIETWAY LOBBY PLAN CENTER. FASTEN AS SPECIFIED CENTER. FASTEN AS SPECIFIED SIDE 1 LAYER 9" TYPE 'X' GWB UNIT SIDE. PLAN 1 LAYER 9" TYPE 'X' GWB UNIT SIDE. M 1 )!r STEEL "CH" STUDS FINISH LEVEL AS SPECIFIED. ALL JOINTS FINISH LEVEL AS SPECIFIED. ALL JOINTS CERAMIC TILE WHERE 1 LAYER " TYPE 'X' GWB EACH SIDE. FINISH FOR 2 HOUR SHAFT WALL STAGGERED CERAMIC TILE WHERE STAGGERED INDICATED IN FIN. LEVEL AS SPECIFIED. ALL JOINTS STAGGERED RATING INDICATED IN FIN. L SCHEDULE. PROVIDE UNPAGED FIBERGLASS BATT ACOUSTICAL 4" STEEL STUDS AT 16" ON UNFACED FIBERGLASS BATT ACOUSTICAL SCHEDULE. PROVIDE UNPAGED FIBERGLASS GATT ACOUSTICAL ° CEMENT BACKER ,�y. INSULATION AT ALL STUD CAVITIES. BOARD IN LIEU OF CENTER. FASTEN AS SPECIFIED 6• INSULATION AT ALL STUD CAVITIES. " CEMENT BACKER 6 a� INSULATION AT ALL STUD CAVITIES. 2x4 NOM. WOOD STUDS AT 16" ON 2x6 NOM. WOOD STUDS AT 16" ON BOARD IN LIEU OF 2x6 NOM. WOOD STUDS AT 16" ON GWB AT TILE AREAS. GWB AT TILE AREAS. CENTER. FASTEN AS SPECIFIED :_ CENTER. FASTEN AS SPECIFIED CENTER. FASTEN AS SPECIFIED WALL BASE AS REQUIRED. �� . ` WALL BASE AS REQUIRED. WALL BASE AS REQUIRED. DRAWN BY: CLS (SEE FINISH SCHEDULE) (SEE FINISH SCHEDULE) (SEE FINISH SCHEDULE) SECTION FLOOR FINISH AS REQUIRED. SECTION FLOOR FINISH AS REQUIRED. SECTION FLOOR FINISH AS REQUIRED. PROJECT #: AT BASE (SEE FINISH SCHEDULE) AT BASE (SEE FINISH SCHEDULE) AT BASE (SEE FINISH SCHEDULE) C-0015-06 / DRAWING NO.: N v C UL DESIGN NR ELVVATOR SHAFT WALL DESIGN. 2 HR 2 X 6 WALL, BEARING OR NON— U�D SIGNS Z HR 2 X 6 WALL, BEARING OR NON— UL DEM. 1 HR p o D 2 X 4 INTERIOR PARTITION C FIRE RATED UNREINFORCED ►� B FIRE RATED UNREINFORCED + A FIRE RATED UNREINFORCED fum pU N N N� 7� U L: i I STAMP: 5 3 ��E SOUND INSULATED2"XI2" CERAMIC ' TILE I �- 1HR. RATED NALL AS EMBLY 'SEE SPEC. (TY BARNVABLF- . ) 0 No. 10563 � itKASS. �J. GO ROM ')(2' LAY IN CEILING ' 2'X2' LAY IN CEILING PANELS P 10'-0' A.F.F. I ANELS 0 10'—0' A.F.F. ,i Ll Da-1 I IX4 CHERRY TRIM /Vym ADA COMPLIANTIL WALL PUSH COVERING \ // PLYWOOD 'Y4' CHERRY GAP W/2X1 Xs' / CHERRY CAP W/2X1 Xs' I \ o _BULL NOSING APPLIED / Ly N BULL NOSING APPLIED co — / W � 00 m i \ e7 c? I / / In a0 00 m i / m U ADA COMPLIANT IX4 CHERRY VERTICALS I I VESTIBULEFLUSH CHERRY B VESTIBULE��,�cL12c,NG Mlc TILE C VESTIBULE" PuswPULL sET VESTIBULE z 3/8 I 0 LLI A u �_ n 3/8 10 O n i_ n I o 3/8 10 IN STEEL JAMBS 3/8 I -0ILL - � " VESTIBULE ELEVATIONS FIRST FLOOR U Q � ►u N ~ O or L I 77 \ -1 W mQ � o SINK 4 CONTROLS a BY PLUMB. CONTR. ■� O ■� co Lv ■� N } PLASTIC LAMINATE Tl COUNTER TOP 14 P-LAM. APRON I 0 0 CL.o. _ IL 2X4 FRAME II II II II II II II II II II II N INSULATE PIPES L.� t I I I I I I I I I I I I I I I I I I I I i t f l SEE SPEC. w Q I I I I I I I I I i I I I III I I , CONT. WOOD LEDGER •� LIA`�ll V SECURED TO WALL STUDS Z O I I I I IF I RISTI 1 FL.IOOR RESTRO I III I I I I I t I I I ' I @I60 O.C. TYP. OF (5) SIDES w r_v, � 0" I I I I I i I I I I I I t I ADA LAVATORY DETAIL p C) _ II II II II II Q � p (� 'X2' LAY IN CEILING 2'X2' LAY IN CEILING 2'X2' LAY IN CEILING O u 2'X2' 2 LAY IN CEILING PANELS @ 10' O" A.F.F. PANELS @ 10'-0" A.F.F. PANELS @ 10'-0" A.F.F. PANELS @ 10'-0" A.F.F. a- z 0 zQ IrvQ ADA COMPLIANTPUSH/ GWB. PAINTED O }- GWB., PAINTED IN,%E2 MC PULL 6X6 CERAMIC TILE G R p J URE GWB., PAINTED J r- - — — DI DENSER — — GWB., PAINTE� COMBINATION � TOWEL DISPENSER o / f DISPOSAL f \ - GRAB BAR o � 12X6 CERAMIC TILE BASE ' o 0 0 o TITLE: LINE OF DOOR SWING P-LAM COUNTER CERAMIC TILE LINE OF MEN SEE SPEC FOR COLOR ADA HT. CERAMIC ADA HT. N BASE 12X6 SWING CERAMIC MEN G 3/S" = I'-O" URINAL FLOORING TOILET (DME/8" = I'-O" . MEN FLOORING B 3,8�' _ ,,_o�' FIRST FLOOR O3/8 RESTROOM 2 FIRST FLOOR MEWS RESTROOM ELEVATIONS 3/a I o INTERIOR ELEVATIONS GIN ER FIXTURE 2'X2' LAY IN CEILING LINE OF DOOR # i92 MG PANELS @ 10'-O" A.F.F. SWING MINI BLINDS BY OWNER 2'X2' LAY IN CEILING 2'X2' LAY IN CEILING � PANELS @ 10 0 A.F.F. PANELS @ IO'-O" A.F.F. 2'X2' LAY IN CEILING .. PANELS @ 10-O A.F.F. ' " DATE ISSUED: 06.13.2007 I REVISIONS: `-GWB. PAINTED ADA COMPLIANT PUSH/PULL /GW5., PAINTED 6X6 CERAMIC TILE I GWB., PAINTED 1F71_ El HFIFIg SOAP DISPENSER � I \ — — M GWB. PAINTED i - GRAB BAR o I I \ `;' DRAWN BY: 0 CLS � o f 12X6 CERAMIC TILE BASE I ° PROJECT #': CBERAMIC ASE TILE C-0015-06 J DRAWING NO.: a / / o 0 0 0 0 0 3 LINE OF P-LAM COUNTER SWING ADA HT. SEE SPEC FOR COLOR JAN CLOSET CERAMIC WOMEN WOMEN D 3/8" = 1'-O" WOMEN FLOORING A WOMEN '- " TOILET FLOORING A6.1 B 3/8'� = I'-0" G 3/8" 3/8 - 1 0 �o 3 FIRST FLOOR WOMEN'S RESTROOM ELEVATIONS =a V t N r s O N C c, U M� I_ STAMP: F- Q 21X2' LAY IN CEILING 2'X2' LAY IN CEILING ,� p4 ARGy/r�, PANELS @ 10'-0" A.F.F. PANELS @ 10 0 A.F.F. us oNo. 10583 BgRNS"fABLF- � �o � .. ADA COMPLIANT /vYNIL WALL ADA COMPLIA 5CHLAGE LEV PUSH/PULL 5ET COVERING? HANDLE SET / l \ \ �i 1XV CHERRY CAP W/2XI )Q' / CHERRY CAP W/2XI Xz" o_ � BULL NOSING APPLIED / _ BULL NOSING APPLIED �— OODD N I 61 / / In C) I I a U 0 0o " �:Vw IX4 CHERRY VERTICALSli CHERRY VESTI LL BULE FLUSH CHERRY DOORS TIBULE STONE FLOORING SEE VESTIBULE PLYWOOD VESTIBULE CHERRY BASE W/2XI 1z" LLJ I o A IN STEEL JAMBS B 3/8" = I'-0" ENLARGED PLAN FOR G 3/8" = I'-0" D 3/8" — I'-0" BULL NOSING APPLIED I 1 r LS VESTIBULE ELEVATIONS SECOND FLOOR z 8zC/3 � U a ^ LIJ 01 z I. = o � _ OU W W � m Q No ee ° o ■B m ■B N NON N' II II II II II II II II it II I m II II II II II II II II II II II II II II II II II II II II I � 15EWNID 1FLOOR 11REISTi ROM RLAN Ii 8/811I' 41 1 ' - 011 11 I I I I I I I I I i W Q II II II II II II II II II II II II II II II z Q II II ■ 2'X2' LAY IN CEILING VX2' LAY IN CEILING -r 2'X2' LAY IN CEILING 2'X2' LAY IN CEILING PANELS @ PANELS @ 10'-0" A.F.F. PANELS @ 10-0' A.F.F. ( n PANELS @ 10'-0' A.F.F. 10'-0" A.F.F. w v 0O Qz ED'' ADA COMPLIANT GWB. PAINT Q Z Z GWB., PAINTED'' PUSH/PULL 6X6 CERAMIC TILE Z ry GIN FI URE \ ss 19MC SOAP GWB., PAINTED Q > R — — — DISPENSER O \ \ — — GWB., PAINTED / I \ / COMBINATION TOWEL D15PEN5ER I / DISPOSAL �i �.1 G C o I a0 o I _ NO _ o ° 12X6 CERAMIC TILE BASE p \ i LINE OF DOOR SWING P-LAM COUNTER ADA NT. CERAMIC TILE SEE SPEC FOR COLOR URINAL CERAMIC ADA HT. I'1EN 12"X6" TYP. TITLE: LI OF N G MEN _ �� FLOORING TOILET D 3/8" = I'-0" (DME N — �—_" SWING CERAMIC (DME 3/8" = i'-0" 3/8 — 1 —0 3/8 — I 0 SECOND 2 SECOND�FLOOR I"IEN'S RESTROOM ELEVATIONS FLOOR RESTROOM ' ' IN CEILING R 1 ' INTERIOR #I I,%ER 1�XTURE 2 X2 LAY LINE OF DOO PANELS @ 10'-0" A.F.F. SWING MINI BLINDS BY OWNER 2'X2' LAY IN CEILING 2X2 LAY IN CEILING ELEVATIONS PANELS @ 10'-D" A.F.F. PANELS @ 10'-0" A.F.F. 2'X2' LAY IN CEILING PANELS @ 10'-0" A.F.F. DATE ISSUED: 1 ADA COMPLIANTLLLJ[][]L 06.13.2007 GWB. PAINTED� PUSH/PULL 6X6 CERAMIC TILE REVISIONS: WB., PAINTED GWB., PAINTED _- 1HUL A HL A SOAP DISPENSERLO 0 GRAB BAR o I I N ( / ` I I DRAWN BY: 12X6 CERAMIC TILE BASE CLS CERAMIC TILE BASE PROJECT #: C-0015-06 m g LINE OF DRAWING NO.: 3 CERAMIC P-LAM COUNTER 4 WOMEN C u _ n FLOORING SWING 3 EN z SEE SPEC FOR COLOR WOMEN ADA HT. B " " WOMEN 3/8" = 1'-0" TOILET FLOORING au.1 3/8 = I —O v 3/8 — I —0 ,� 3 SECOND�FLOOR WOMEN'S RESTROOM ELEVATIONS , 3 � o aL�N O S O V N V� O �U L 1- STAMP: ARC��; / r n NO. 1fl563 � agR1dSTAMF_ TENANT SPACE 12"X12" CERAMIC TILE SEE SPEC. (TYP.) 13 Mn0 CONT. I Y4" CHERRY JIL HANDRAiL(BOTH SIDES) w m � Q Ir— MAIN Q m co c� • Q ELECTRIC Q m r•Oi ROOM 65 CC) co 0 o N ELEVATOR r� `� �� N ELEVATOR r MACH. ROOM r , O Lo � MACH. ROOM x z C1Lu C1 711 r i o T 11-- u o Bc-.TAIP cn U m 0 5 I z t— _I U Q N ~ o C2 N SO C2 dMN' m � 5 � Lu CLO. Q 5 o 0 _rECO m OB oN of II II II II II II II II II � II II II II II II i II II II II II � II II II II II II II II II II II II II II II II II II II II I I II II II II II >F�L�IN� II II II II II II it II II II II II II II II II II II II II E II II II II II � � it II II II II II II II II II II II II II II II II II II II II II II it II II II II II it II � � II II II II II II II II II II II II ii 11 II II II II II II II � � II II II II II II II II II II II II II 1 � R L _IL -11-_R - IL -ILA _IL �I- �J - lL - IL p p �IL _II_ �_ al _ L .I� �I - -IL -1I� -1J- 1� _ _ IL -IL �I_ JJ _ 11 _ lL -1O O O O � -fl- -_ - -11- -fI- + - il -lid^- -II - � - I� C2 ENLARG1-011 ELEVATION l� -1-I- _ � u I/4 I 0 u u u u u �. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a u u u u u u U ll lJ U u u u u u u u u �. _ _ _ _ _ _ _ _ _ _ _ _ _ __.. _ _ _ _ U u u u u u u U 11 EN�A=RGED FIRST FLOOR LOBBY PLAN ENLARGED SECOND FLOOR LOBBY PLAN 0 1 1/4 11 _�II 2 1/4" = 1 1 _00 w Q z O w rN40 pU = Q Lu (D cn z Z:) cr5 O0 pz z O z Q � CIO �--- I i i i DECORATIVE PENDANT DECORATIVE PENDANT DECORATIVE PENDANT DECORATIVE PENDANT ATC CEILING SEE SEE FIXTURE SCHEDULE SEE FIXTURE SCHEDULE SEE FIXTURE SCHEDULE SEE FIXTURE SCHEDULE �— RCP FOR DETAILS GW , PT GWB, PTD. B D .:....::.. . ... . .. ... :., -: . : . .. .: TITLE. GWB, PTD. CHERRY WALL ZN NICHE IN WALL PANEL SYSTEM :. : W/ DOWN LIGHTS GWB, PTD. _'` LOBBY CHERRY BULL NOSE / \ INTERIOR / \ V/4 CHERRY /i ELEVATIONS CHERRY 1 IX4 CHERRY FRAME GWB, PTD. _ Lc \ / .. : � Lc .. . .. _ & DETAILS CHERRY PLYWD X - Q PANELS / \ / 2X STEEL STUDS i IX CHERRY BASE \ / 2ND. FLR. m DATE ISSUED: S.S. SINGLE LEAF DECORATIVE PENDANT CHERRY WAL TRIM ELEVATOR DOOR SEE FIXTURE SCHEDULE PANEL SYSTEM 06.13.2007 IX CHERRY 2'X2' L Y IN GW PTD GW , PTD. VISIONS. CEILIN PANELS C� _. -- �_ �� WB PTD. CHERRY WALL B q 6 A.F.F.FF LL 1`10UNTED PANEL SYSTEM CHERRY WALL10 ERRY PANEL SYSTEM \ AND \ / / DRAWN BY: 00 \ / CLS IST FLR. PROJECT #: CERAMIC FLOORING SEE JAN. CLOSET CERAMIC FLOORING SEE C-0015-06 ENLARGED LOBBY PLANS FOR ENLARGED ELEVATION IN VEST. ENLARGED LOBBY PLANS FOR DETAILS DRAWING NO.: DETAILS 3 CI ENLARGED ELEVATION N ENLARGED ELEVATION 11 0114" 1'-0" >9 � o N a V ; :E O v� J �s �lJ N� �O �V M L STAMP: AR % 1O553 NOTE I IF THE SUPPORT OF THE CHANNEL IS TO BE A BOLTED C❑NNECTION TO co co A CONCRETE OR MASONRY WALL, w co co 1/2• +/- ENDURA WITH ALLOW FOR 1" CLEARANCE FROM010 B 00 co NON-SLIP SURFACE THE WALL TO THE SIDE BASE OF 7-� THE LANDING FRAME, C? C?1• 7 GA. BASE LENGTH 0 � � I � a SUPPORT 'B' I SUPPORT 'C' SURFACE LENGTH ❑F LANDING U LL 1 N❑N-SLIP, SAFETY SURFACE 1/2' ENDURA B❑NDED T❑ 3/16' lo U 1 I PERMANENTLY BONDED TO w 0 ENDURA LANDING MATERIAL. LL 4 12 GA. SUB-DECK UNITIZED LANDING FRAME z ALL COMPONENTS ARE �.. FACTORY ATTACHED I— 14 GA. Z STIFFENERS 14 GA. 'Z' STIFFENER � U 1/2' ENDURA BONDED TO BASE (� z Z 12 GA. SUB-DECK Lo 10 FACTORY J1/2' +/- 1/2 +/- z = o FITTED _ STAIR UNITS SEAM �a LLU _ LANDING MATERIAL w F- FIBER REINFORCED CEMENT BARD < C mQ No z PERMANENTLY BONDED TO 12 GA. 17-2 & 17-3� METAL SUB-TREAD - ASTM A-1011A DIRECTION OF HEADER. REAR CHANNEL �B g T CHANNEL SUPPORT CHANNELS ARE ■B cx EGRESS I I I — — — — — SIZED TO MEET LADING �� o Q WIDTH OF LANDING REQUIREMENTS. `� DETAIL FOR ENDURA LANDING MATERIAL MAX. 6'-0' BETWEEN SUPPORTS SUPPORT SUPPORT PINT 14 GA. STIFFENERS P❑INT eq SUPPORT 'A'� WIDTH OF LANDING SUPPORT 'D' SECTION 'B' REAR WALL UNITIZED LANDING FRAME FACTORY ASSEMBLED TYPICAL LANDING PLAN VIEW ENDURA LANDING IS ALSO AVAILABLE WITH A UNITIZED LANDING FRAME FACTORY ASSEMBLED SMOOTH SURFACE FINISH IN LIEU OF A N❑N-SLIP SECTION 'A" SAFETY SURFACE FOR THE APPLICATION OF CARPET, TILE OR ANY OTHER TREAD COVERING UNITIZED LANDING FRAME FACTORY ASSEMBLED Q LANDING SUPPORT - FURNISHED BY OTHERS. REFER TO SHEETS 17-5 & 17-6 Lu Q AMERICAN STAIR LANDINGS ARE DESIGNED TO BE SUPPORTED FOR WELDING AND STIFFENER LANDING, AS SHOWN ABOVE, SPACING INFORMATION. Z O AT THE FOUR CORNERS OF THE LA , AT SUPPORT POINTS A, B, C, & D. I_1..1 LANDING DESIGNS LANDING DESIGNS U _ Q LANDING DESIGNS STAIR SYSTEM AMERICAN AMERICAN AMERICAN AMERICAN - BLED ENDURA - FACTORY ASSEMBLED ENDURA - FACTORY ASSEMBLED Q (1D ENDURA - FACTORY ASSEMBLED ENDURA FACTORY ASSEMBLED STAIR STAIR STAIR W STAIR COPYRIGHT JANUARY 2004 COPYRIGHT JANUARY 2004 C❑PYRIGHT JANUARY 2004 O z (n COPYRIGHT JANUARY 2004 CL z O z Z � � zQ � 0 >< _ J - J r LENGTH OF LANDING 7 GA. 4' BASE r 1/2' +/- ENDURA BONDED TO BASE 1/2' +/- ENDURA B❑NDE 12 GA. SUB-DECK ❑ 12 GA. SUB-DECK T L Tf C i/8 ) 1-12 AT ENDS REAR I I ( I HEADER - CHANNEL CHANNEL 'Z' STIFFENERS SPACED AT MAX. 11' O.C. 11' MAX. MAX. TITLE: TYPICAL WELDING - DECK AND REAR BASE TO CHANNEL 14 GA. 'Z' STIFFENER 1' X 4' X 1' STAIR 1/8 1-24 FACTORY WELDED TO DECK 1/8 1-24 1/2'1 ENDURA BONDED TO 12 GA. SUB-DECK CONSTRUCTION 7 GA. BASE & DETAIL 1/2' +/- ENDURA BONDED TO V1 1/2 " 12 GA. SUB-DECK- 1/8 1-12 DATE ISSUED: 14 GA. 'Z• 06.13.2007 STIFFENER UNITIZED ENDURA LANDING FRAME REVISIONS: TYPICAL WELDING - SIDE BASE TO DECK ALL OTHER COMPONENTS ARE TYPICAL i 1/2 TO STANDARD ENDURA LANDING FRAME 0 0 TYPICAL WELDING - 'Z' STIFFENER TO CHANNEL LANDING DESIGNS N LANDING DESIGNS AMERICAN LANDING DESIGNS AMERICAN ENDURA SAFETY- FACTORY ASSEMBLED r AMERICAN ENDURA - FACTORY ASSEMBLED STAIR DRAWN BY: ENDURA - FACTORY ASSEMBLED STAIR C❑PYRIGHT JANUARY 2004 CLS COPYRIGHT JANUARY 2004 STAIR COPYRIGHT JANUARY 2004 PROJECT #: C-0015-06 I -a DRAWING NO.: h STAIR CONSTRUCTION DETA I LS FOR 1`IA I N STAIR I y. 0 m c c m ; ;c o o c J S O M <. L r _ j STAMP: "F" WINDOW ASSEMBLY TO HAVE i r,<��' E.RrgB Ft'.* IxG HEAD CASING w/ 2x2 DRIP CAP WINDOW SCHEDULE ,« BARNSTAS 2'-2 1/8 2'-2 1/80 3'-6 1/8° 3'-6 1/8" 3'-6 I/8° 3'-6 I/8' R.O.W. V-11 7/8" R.O.W. SIZE R.O.W. R.O.W. LL R.O.W. R.O.W. R.O.W. R.O.W. TYPE MFG. STYLE Model No. TYPE Head Height NOTES TYPICAL SECOND FL. R.O. WIDTH R.O. HEIGHT HEAD HEIGHT - A ANDERSEN 400 TW3456 DOUBLE HUNG 8'-5" 3'-6 1/8" 5'-8 7/8" - - - - - - B ANDERSEN 400 TW3456 DOUBLE HUNG 8,_5„ 7'-3 1/4 5'-8 7/8" F=Ul 1 Ilt 60 11 1111 1 m ANDERSEN 400 TW3456 DOUBLE HUNG 7'-3 1/4" 5'-8 7/8" JHHL C ANDERSEN 400 DHT3427 TRANSOM 8,-5„ 7'-3 1/4" 2'-9 7/8" =� =�Im WIT 'Oci `z ANDERSEN 400 DHT3427 TRANSOM 7'-3 1/4" 2'-9 7/8" �'Y a co C! 3 I/2" STUD a ❑EI[ D ANDERSEN 400 TW34410 DOUBLE HUNG cr_ POCKET m 9'-5" 3'-6 1/8" 6'-8 1/8" 6 ANDERSEN 400 DHT3415 TRANSOM z wcl co E ANDERSEN 400 TW34410 DOUBLE HUNG 3'-6 1/8" 6'-8 1/8" 3 1/2" STUD 3 1/2" STUD Q 1010 N N M M W O O ANDERSEN 400 DHT3415 TRANSOM9,_5„ POCKET POCKET ANDERSEN 400 TW34410 DOUBLE HUNG - - - - - - - - - - - - - - - - - - - - - - - - LID 3'-6 1/8" 6'-8 1/8" 0 SECOND FLOOR ELEVATION °_- ANDERSEN 400 DHT3415 TRANSOM O O O O F ANDERSEN 400 TW20410 DOUBLE HUNG O U ANDERSEN 400 DHT2015 TRANSOM 2'-2 1/8" 6'-8 1/8" z z Lu ANDERSEN 400 DHP310410 PICTURE 9'-5" 3'-11 7/8" 6'-8 1/8" 3'-6 '/a" 3'-6 v8" 3'-•6 I/e" 3'-6 1/8" s'-6 1/8" �- R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. � ANDERSEN 400 CUSTOM TRANSOM TYPICAL FIRST FL. = U ANDERSEN 400 TW20410 DOUBLE HUNG HEAD HEIGHT Ir 2'-2 1/8" 6'-8 1/8" - - - - 0 10 ANDERSEN 400 DHT2015 TRANSOM FOR �? Z ci U Q G ANDERSEN 400 DHT3417 TRANSOM , „ 7'-3 1/4" 1'-9 7/8" '�' w N 9-5 z ~ ~ O � . � . = cn ANDERSEN 400 DHT3417 TRANSOM 7'-3 1/4" 1'-9 7i8" m o C 3 1/2" STUD (j w H ANDERSEN 400 P3535 FIXED 2'-10 1/8" 2'-9 7/8" CUPOLA WINDOW ;� �, POCKET m Q � c O CL NOTES OB I. GRILLE PATTERNS ARE AS SHOWN 7/8" COLONIAL PATTERN, PERMANENTLY APPLIED INTERIOR * EXTERIOR W/ NO SPACERS 3 1/2" STUD 0� c 2. ALL WINDOWS ARE ANDERSEN TILT WASH 400 SERIES -WHITE W/ PRE POCKET lmp=zR N } FINISHED INTERIORS 3. ALL WINDOWS TO HAVE (1) - STANDARD SASH LOCK 4 KEEPER WHITE - - - - - - - - - - - - - - - - -- - - FINISH FIRST FLOOR ELEVATION O O O 4. ALL WINDOWS TO HAVE (I)- CONTEMPORARY SASH LIFT WHITE FINISH 5. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE WINDOW EXTERIOR NOTES: PRIOR TO ROUGH FRAMING. D C C I C\ / I. ALL WINDOWS * (4) DOORS TO HAVE ONE PIECE G. 2X6 METAL STUD EXTERIOR WALLS WINDOW TY I .L L L-J_..- V �T I ON "SPECTIS" HEAD CASING, EXCEPT "F" TYPE WINDOW GROUPS SCALE:1/4"=1'-O" 2. ALL CASING, SUB-SILLS t APRONS TO BE SOLID PVC LUMBER, SECURE WITH APPROVED FASTENERS, COVER WITH APPROVED SEALANTS, PAINT WITH (2) COATS OF FINISH � 0 W Q z O 11.1 � � U = Q W o CD 2 33/4' U) Oo oz � � zz O z SIDING O LEAD COATED COPPER FLASHING Cl) r— STOOL CAP EXTENSION JAMB 5" POPLAR 2x6" METAL STUD WALL FLAT STOCK INSTAL "TYVEK FLEXWRAP" STOOL CAP 71 o TITLE: 2xG" METAL STUD TRACK BLOCKING WINDOW SCHEDULE 2xG" METAL STUD WALL ELEVATIONS SPECTIS "CSH 1252" 5/4x5 POPLAR CAULKING 2xG" WOOD NAILER " HEAD CASING OR FLAT STOCK 2xG METAL STUD JAMB & SOLID PVC FABRICATION „ Ix5 POPLAR APRON DETAILS \vI2x6 WOOD NAILER FLAT STOCK 2x2 SUB-SILL 2xG" WOOD NAILER 2xG" METAL STUD TRACK DATE ISSUED: 06.13.2007 CAULKING lxG TRIM BELOW SUB-SILL @ REVISIONS: UPPER LEVEL WINDOWS ONLY s EXTENSION JAMB 0 2xG" METAL STUD WALL CAULKING SIDING t lxG TRIM BOARD INSTALL "TYVEK FLEXWRAP" DRAWN BY: AT ALL WINDOW OPENINGS CLS ADHERE INTO ROUGH OPENING ACROSS AND PROJECT(D #: UP JAMBS (MIN. G") C-0015-06 TYP. HEAD DETAIL iILL ��IAIL( 7__ JAMB DETAILASCALE: 6"=1'-0" B ALE: 61 SCALE= 6"=1'-0" DRAWING NO.: Q N C 0 N d Q L V c g U M L STAMP: EXTERIOR DOOR AND FRAME SCHEDULE TYP. HEAD CASING DOOR FRAME TRANSOM o PIp. 10 SIZE DETAIL Ix5 PVC CASING LAP OVER TYP. HEAD CASING TYP. HEAD CASING METAL FRAME .� NUMBER FROM TO TYPE MATERIAL MATERIAL NOTES ALUM., PAINTED TYP. ® ® PTD. WIDTH HEIGHT HEAD JAMB SILL METAL FRAME W/ ALUM. FRAME � DOOR 1 3/4" ALUMINUM STORE FRONT ix5 PVC CASING Ix5 PVC CASING Ix4 PVC CASING 01 VEST. EXT. D-1 ALUM. 6 -011 71-011 ALUM. H-1.1 J-1 5-1 SYSTEM w/ TRANSOM ALUM. HANDLE 0 EXTERIOR o vi "�0 -� SOLID GORE o PANIC HARDWARE @ INTERIOR o LOBBY VEST. D-7 ALUM. (0'-011 7'-O" ALUM. H-1 J-I 5-2 1 3/4" ALUMINUM STORE FRONT SYS. EXIT DEVICE-1_ ___ � INSULATED 6 PANEL s WOOD DOOR 02 CONTINUOUS ADA COMPLIANT METAL DOOR ALUM. GLAD 8"X34" KICK PLATE, ELECT. EXTER. D-3 STEEL 3'-0" 7'-011 STEEL H-1 J-1 5-1 (o PANEL INSULATED STEEL DOOR ALUMINUM THRESHOLD WOOD DOOR PROVIDED TYP. 04 SPRINK. EXTER. D-3 STEEL 3'-0" 7'-O" STEEL H-1 J-1 5-1 6 PANEL INSULATED STEEL DOOR - _ - - - _ - - - - - - -05 03 - TENANT EXTER. D-3 STEEL 3'-011 7'-011 STEEL 14-1 J-1 5-1 6 PANEL INSULATED STEEL DOOR 06 TENANT 3'-O" 7'-O" H-4 J-4 5-4 ARCHITECTURAL CLAD ENTRY DOOR 3'-0' 31-0� 2'-d6' 2'-II�4' 21_a. ul ccoo CO EXTER. D-2 ALUM CD STEEL w cf, co 07 TENANT EXTER. D-2 ALUM CD 31-011 71-011 STEEL H-4 J-4 S-4 ARCHITECTURAL CLAD ENTRY DOOR 61-4" KML FRENGHWOOD < 10(711 08 TENANT EXTER. D-3 STEEL 2 CID '-8" 6�_lp�� VINYL H-1 J-I S-I 6 PANEL INSULATED STEEL DOOR FWH2g611 ao ao CLAD.. D_ i D--2 D--3 D-4 0 o 0 o � � SECOND FLOOR U U 2nd FL. WOOD VINYL , „ , „ VINYL Oq OFFICE DECK D-2 CLAD 2 -8 6 -10 CLAD H-1 J-1 5-1 ARCHITECTURAL CLAD ENTRY DOOR z w w 2nd FL. WOOD VINYL VINYL - - F- 10 OFFICE DECK D-2 CLAD 21-8" (0'-10" CLAD H-1 J-1 5-1 ARCHITECTURAL CLAD ENTRY DOOR ix5 WOOD CASING LAP OVER P C4 Ix5 WOOD CASING LAP OVER METAL FRAME PTD. ALUM., PAINTED TYP. \ ALUM., PAINTED TYP. z 0 - ALUM. FRAME IE DOOR ALUM. FRAME e DOOR METAL DOOR PTD. , _ o ALUM. HANDLE ® EXTERIOR ff ,'� \`� o ALUM. HANDLE ® EXTERIOR ff o 'J w < N PANIC HARDWARE ® INTERIOR _ PANIC HARDWARE ® INTERIOR Z tt- O cn M E H E DU LE TYP. ALUMINUM THRESHOLD 8"X34" KICK PLATE, CONTINUOUS ADA COMPLIANT `�\ �/ CONTINUOUS ADA COMPLIANT O W INTERIOR DOOR AND F RA SC ALUMINUM THRESHOLD m Q . No 0- DOOR FRAME - - - - - - - OB SIZE DETAIL FLOOR ELEVATION— - - - - - - - - OB 0 NUMBER FROM TO TYPE RATING NOTES 31_00 3'-0' 3'-0' 3'—O' 31-0' o Q MATERIAL MATERIAL lmp=;qu N >- WIDTH HEIGHT HEAD JAMB SILL 61-4' 61-4' 11 TENANT LOWER D-6 ALUM. 6'-O" 7'-011 WOOD H-3 J-3 5-3 D 5 -�O D LOBBY MEN'S LOWER UNDER CUT DOOR 12 ROOM LOBBY D-5 WOOD 3'-011 7'-011 WOOD H-3 J-3 S-2 �'a" FOR R/A FLOW WOMEN'S LOWER „ UNDER CUT DOOR 0 SGALE:I/4"=1'-0" 13 ROOM LOBBY D-5 WOOD 3 -0 WOOD H-3 J-3 S-2 3/4" FOR R/A FLOW 14 JAN. WOMEN'S D-4 WOOD 2'-8" 7'-0" WOOD N-3 J-3 S-3 U DER CUT DOOR 4" FOR R/A FLOW Lu CL. ROOM r Lu Q 15 MACH TENANT D-5 WOOD 3'-0" 7'-011 WOOD H-3 J-3 S-3 q0 WALL EXTERIOR z EXTERIOR — STUDS SIDING, TYP�� WALL STUDS —WALL STUDS ? WALL ROOM EXTERIOR .- STUDS (,j,J ry SiDiNG, TYP. ELECT. 1 u 1 u PLYD 5/8 GWB. SHEATHING, GWB. PAINTED SIDING, TYP. �/8 GWB. U T 16 ROOM TENANT D-5 STEEL 3 -0 7 -0 STEEL H-3 J-3 5-2 qo PLYD SHEATHING, AINTED PAINTED -�- TYP. PLYD SHEATH] 0 � n TYP. STEEL ALUM. FLASHING TYP. - STEEL w v CHANNEL, TYP. CHANNEL, TYP. 17 SPRINK TENANT D_5 STEEL 3'-0" 7'-011 STEEL H-2 J-2 S-3 60 ALUM. FLASHING DOOR DOOR ALUM. FLASHING (� ROOM 2X DOOR HEADER, CAULKING ® HEADER, CAULKING 0 2X DOOR HEADER, TYP. TYP PERIMETER, TYP. rYp PERIMETER, TYP. HEADER, TYP. O O z 1X4 TRIM, TYP. TYP CASING, dX4 TRIM, TYP. —yam 4X4 CASING, a- Z 23 JAN. VEST. D-5 WOOD 3'-011 T-0" WOOD H-3 J-3 5-2 O a Q CAULKING, TYP. N N� TYP. 'V 3 'X2' EX. HEAD17- �� - 3 Lu 4 /4 X2 EX. EAD I 3 Y/2 ALUM. DOOR U. PAINTED METAL u PAINTED METAL u, 0 CL O FLOOR 18 TENANT UPPER D-6 WOOD 21-5" 71-011 WOOD 14-3 J-3 5-3 � TOP RAiL LL, W FRAME, TYP. W FRAME, TYP. ll; Lu LOBBY W BEVEL GLASS STOP 4 z Q Q TEMPERED INSUL. r— = HOLLOW METAL HOLLOW METAL O GLASS Q MENS UPPER UNDER CUT DOOR W_ j DOOR 0 O0 DOOR 1 00 iq D-5 WOOD 3'-0" 7'-0" WOOD H-3 J-3 5-2 3/4" FOR R/A FLOW Q TEMPERED INSUL. O i O ROOM LOBBY 0 GLASS Q _ __vA Q Q Cl) . WOMEN'S UPPER D-5 WOOD 1 " , " UNDER CUT DOOR 20 ROOM LOBBY 3 -0 7 -0 .WOOD H-3 J-3 5-2 3/4" FOR R/A FLOW H- 1 HEAD DETAIL H-2 HEAD DETAIL H-3 HEAD DETAIL HA HEAD DETAIL JAN. WOMEN'S D-4 , „ , „ UNDER GUT DOOR 21 CL. ROOM WOOD 2 -8 7 -0 WOOD H-3 J-3 S-3 3/4" FOR R/A FLOW EXTERIOR DOUBLE STUDS DOUBLE STUDS EXTERIOR EXTERIOR SIDING, TYP ELECT TENANT D-5 STEEL 3'-0" 7'-0" STEEL H-2 J-2 5-3 q0 SIDING, TYP. 5 JAMB, TYP. t JAMB, TYP. SIDING, TYP. 5 • / GWB. ALUM. / GWB. 22 ROOM PLYD SHEATHING, PAINTED FLAS CAULKING ® CAULKING ® PLYD SHEATHING, PAINTED TYP. (2) 2X5 DOOR PERIMETER, TYP. PERIMETER, TYP. TYP- (2) 2X6 DOOR JAMB, TYP. 'iX4 TRIM, TYP. = JAMB, TYP. ALUM. FLASHING CAULKING, TYP. N N ALUM. FLASHING TITLE: 4X4 CASING, TYP. IX4 CASINGt TYP. IX4 TRiM, TYP. 2 2 1X4 TRiM, TYP.------------ I- PAINTED L META F- PAINTED METAL NOTES: I.) CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS, PRIOR TO SUBMITTING DOOR AND FRAMES 0 FRAME, TYP. FRAME, TYP. 2.) SEE PLAN FOR REQUIRED TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES. — 3/,�X2' EX. HEAD, TYP. 3 3 ANCHORS PER � 3 ANCHORS PER EX. JAMB TYP. _ 4 y' ALUM. DOOR JAMB � JAMB, TYP. � JAMB, TYP. = 4 y' KML WOOD DOOR JAN DOOR SCHEDULES 3.) 20 MINUTE DOORS UNLESS NOTED OTHERWISE 2 ~ 2 ELEVATIONS Q 3 "i/2 RTI ALUM. DOO SLE O HOLLOW METAL 0 HOLLOW METAL Q 4 Y2 TYP. DOOR STILE BEVEL GLASS STOP 0 DOOR OQ DOOR BEVEL GLASS STOP A_ TEMPERED INSUL. w TEMPERED INSUL. & 0 GLASS Q GLASS DETAILS Q �- JAMB DETAIL -2 JAMB DETAIL -3 JAMB DETAIL o J-4 JAMB DETAIL DATE ISSUED: BEVEL GLASS STOP TEMPERED INSUL. 06.13.2007 8' ALUM. BOTTOM GLASS, LOW E RAiL REVISIONS: ALUM. BOTTOM -- RAiL SWEEP DOOR ALUM. FLASHING ALUM. THRESHOLD DOOR PLYWOOD DOOR DECK FLOOR FINISH 1 RUN FLOOR FINISH FLOOR FINISH 241. �Q CONTINUOUS UNDER . DOOR OR NO FINISH DECK BOARD EDGER TRANSITION STRIP TO SUIT BELOW DRAWN BY: CLS t < al DOOR cone. sL PROJECT #: :- S-2 SILL DETAIL S-3 SILL DETAIL C-0015-06 WALL FOUNDATION DRAWING NO,: Q S-4 SILL DETAIL � o S- SILL DETAIL KML @ 2ND. FLR. DOOi� D��AI L.S � o� C M L r STAMP: 90 A� No. 10563 BARNSTASLE, w 0 MASS. P 1L/ N CO LLl caj 000 m 0? N Ly c? ca 66 O O O L0LO 2 X LL a U z U I u LL x zU J Q .p Lu W (V Q N O V w ca U) 0 Q- °B O S 0 10p=r-4uC Q F Q z O w U = Q Ly 0 Oz � � a. 0 0 z 0 zz rwo 3�: Z < J — ROOM FINISH SCHEDULE Q WALLS CEILING r Room Room Name Floor Material Base Mat'I RATING NOTES No. Material Finish MATL HEIGHT FIRST FLOOR 101 VESTIBULE PEDIMAT / TILE TILE GWB PAINTED GWB SUSP. ACT 9'-6" GWB 102 STORAGE CLO. SEALED CONCRETE TILE GWB PAINTED GWB / PAINTED 9'-6" 103 LOWER LOBBY CERAMIC TILE 1X8 CHERRY GWB/WAINSCOT PAINTED SUSP. ACT 9'-6" 1 HOUR TITLE: 104 STAIR CERAMIC TILE 1X8 CHERRY GWB/WAINSCOT PAINTED SUSP. ACT VARIES 1 HOUR 105 ELEVATOR CERAMIC 11LE 1X8 CHERRY GWB/WAINSCOT PAINTED GWB / PAINTED 8'-0" 2 HOUR 106 ELEV. MACH. ROOM SEALED CONC. TILE GWB PAINTED GWB / PAINTED 9'-6" 2 HOUR ROOM FINISH 107 MAIN ELECT. ROOM SEALED CONC. TILE GWB PAINTED GWB / PAINTED 9'-6" 2 HOUR SCHEDULE 108 SPRINKLER ROOM SEALED CONC. TILE GWB PAINTED GWB / PAINTED 9'-6" 1 HOUR 109 REST. ROOM VEST. TILE TILE GWB/WAINSCOT PAINTED SUSP. ACT 9'-6" 110 MEN'S ROOM TILE TILE TILE/GWB PAINTED SUSP. ACT 9'-6" DATE ISSUED: 111 WOMEN'S ROOM TILE TILE TILE/GWB PAINTED SUSP. ACT 9'-6" 06.13.2007 REVISIONS: 112 JANITOR'S CLOSET TILE TILE TILE/GWB PAINTED GWB / PAINTED 9'-6" SECOND FLOOR 0 201 UPPER LOBBY TILE 1X8 CHERRY GWB/WAINSCOT PAINTED SUSP. ACT 10,-0" 1 HOUR 202 REST RM. VEST. TILE 1X8 CHERRY GWB/WAINSCOT PAINTED SUSP. ACT 10,-0" 3 203 MEN'S ROOM TILE TILE GWB/TILE PAINTED SUSP. ACT 10'-0" Ln 204 WOMEN'S ROOM TILE 11LE GWB/TILE PAINTED SUSP. ACT 10'-0" DRAWN BY: 205 JAN. CLO. TILE TILE GWB PAINTED GWB./PAINTED 10'-0" CLS PROJECT #: 206 ELECT. ROOM SEALED CONC. TILE GWB PAINTED GWB./PAINTED 10'-0" 2 HOUR C-0015-06 •3 e 0 DRAWING NO.: o$ A713 .o c V v O N d N O li L J U - V M� r L m STAMP: TRUSS SCHEDULE FOOTING SCHEDULE LEGEND ��HOF MARK TRUSS PROFILE MARK FOOTING SIZE FOOTING THICKNESS REINFORCEMENT REMARK P-1 (X'-X") PIER MARK (TOP EL) .46077 F8.0 (X'-X") FOOTING MARK (TOP EL) F1.0 12" 0 4'-O" SEE PIER TYPE P7 SONOTUBE WALL CJ JOINT AL 12 FOOTING 8� F3.0 3'-0" X 3'-0" 1'-0" (7) #4 EW BOTTOM - FOUNDATION WALL F3.6 3'-0" X 6'-0" 1'-0" (7) #4 LONG T&B 12 RT1 18 _ (12) #4 TRANS T&B FOOTING = U DT1 Q F4.0 4'-0" X 4'-0" 1'-0" (6) #4 EW BOTTOM - STEP FOOTING F4.OW 3'-7" X 4'-0" 1'-0" (6) #4 EW BOTTOM SEE 4/S3.2 W16X31 BEAM SIZE a T 2X PLATE PER PLAN PER F5.0 5'-0" X 5'-0" 1'-0" (7) #4 EW BOTTOM - W16X31 (+5Y") BEAM SIZE (TOS) .p ° PER PLAN PLAN F5.OA 5'-0" X 5'-0" 1'-0" (5) #4 EW TOP (7) #4 EW BOTTOM FIELD - BEAM END MOMENT CONNECTIONflfcmq W " ° -N F7.OA 7-0 X 7'-0" it-on (6) #5 EW TOP - (SEE DETAILS 1/S4.2) Q�%)J E-� o a 8 s (8) #5 EW BOTTOM INVERTED V BRACE BELOW Z ~ o E~ ----------- U v y o 0 w 12 12 F7.OB 7'-0" X T-0" 1'-6" (6) #5 EW TOP - W 3 RT2 Q 8� -18 (8) #5 EW BOTTOM GT2 > --•--•--•--•- LIMIT OF SLAB / ROOF DECK o ,� DT2 F8.OA 8'-0" X 8'-0" 1'_0" (7) #5 EW TOP .J (9) #5 EW BOTTOM - T 2X PLATE PER PLAN � " � " f » (7) #5 EW TOP I WIDE FLANGE COLUMN PER PER F9.OA 9-0 X 9-0 1 -6 _ PLAN PER PLAN PLAN (10) #5 EW BOTTOM ❑ HSS TUBE COLUMN W2.0 2'-0" X CONT. 1'-O" SEE 1/S3.1 _ RT3A PROFILE LINE W2.OA 2'-0" X CONT. 1'-0" SEE 4/S3.2 ® WOOD POST 12 WHERE OCCURS - �8 TYPE(ARROW INDICATES SPAN OF DECK) - - - - - - - - - - - - -1 12 ................................. SLAB CJ � 8 COLUMN SCHEDULE RT3 I �/© SLAB PENETRATION(SEE DETAIL E/S 2RK DT3 ))cn Of Q BASE PLATE ANCHOR BOLT SHEAR WALL TYPE > MARK TYPE SIZE (SEE SCHED D/S3.1) (SEE SCHED E/S3.1) SEE SHEAR WALL SCHEDULE ON DRAWING S0.1 C/) C1 ❑ FRAMING MEMBER SPAN DIRECTION HSS6x6xYa" BP-A AB-1 Q Q W CANTILEVER ONE END O T/ 2X PLATE PER PLAN C2 2 W8x24 BP-B AB-2 FRAMING MEMBER SPAN DIRECTION PER PLAN I BEARING BOTH ENDS 0 = ` C3 2: W8x35 BP-B AB-2 RT1 ^ � V E12 GIRDER 0 24" O.C. FRAMING MEMBER LAYOUT DIRECTION CL W y Q IST HANGER AT T&B CHORD ® " - ~ 0 CJ� C4 6 x6 WOOD POST SEE 3/S-9 �• O cl,w8 z 0 W RT4 � C5 O HSS4x4xY" BP-C AB-1 z T 2X PLATE _ PER PLAN -� PER � ,- C!'7 PER PLAN _J PLAN z SHEARWALL SCHEDULE cn �. Q (SEE SHEAR PANEL AND DIAPHRAGM NOTES ON DRAWING SO.3) r FASTENER SIZE & TRUSS LOADING SCHEDULE WALL PANEL SIZE FASTENER SIZE NOMINAL FRAMING HORIZ BLK WALL SPACING 0 RIM JOIST OR BLOCKING SHEATHING TYPE AND & SPACING 0 PANEL MEMBER TYPE, SIZE MEMBERS TYPE AND THICKNESS ORIENTATION EDGES INTERMEDIATE & SPACING AT SEAMS TO TOP PLATE SUPPORTS LIVE LOADS SPECIAL LOAD NOTES: 15/32" WOOD 4X8 8d COMMON 8d COMMON #2 S-P-F OR BETTER A34 0 12" O.C. LONG EDGE " " 2X 2X OR 1 STRUCT PANEL VERTICAL 0 6 O.C. 0 12 O.C. ® 16" O.C. 16d 0 3" O.C. TOP CHORD 25 PSF 1. TRUSS DESIGN MUST INCLUDE UNBALANCED AND DRIFT LOAD CASES PER DESIGN LIVE LOADS LISTED ON DWG S0.2. BOTTOM CHORD 10 PSF TITLE: 2. DRAG TRUSSES (PLAN MARK DT-1) DIRECTLY ALIGNED WITH GRID LINE 7 MUST BE CAPABLE OF DEAD LOADS TRANSFERRING A 8,700 Lb DRAG FORCE INTO THE STEEL FRAME. SEE DETAIL 3/S4.3. TOP CHORD 7 PSF 3. DRAG TRUSSES (PLAN MARK DT-2) DIRECTLY ALIGNED WITH GRID LINES 2 AND 10 MUST BE CAPABLE OF STRUCTURAL BOTTOM CHORD 14 PSF TRANSFERRING A 3,500 Lb DRAG FORCE INTO THE STEEL FRAME. SEE DETAIL 3/S4.3. SCHEDULES, 4. DRAG TRUSSES (PLAN MARK DT-3) DIRECTLY ALIGNED WITH GRID LINES C AND E MUST BE CAPABLE OF LEGEND, TOTAL UNIFORM LOAD 21 PSF TRANSFERRING A 3,000 Lb DRAG FORCE INTO THE STEEL FRAME. SEE DETAIL 3/S4.3. STRUCTURAL DRAWING INDEX & DRAWING 5. TRUSSES SHALL BE DESIGNED IN CONFORMANCE WITH MBC 1611.11 FOR A NET UPLIFT DUE TO WIND OF 22 PSF WITHIN 6'-0" OF THE ROOF PERIMETER AND 1 PSF WITHIN THE ROOF FIELD OVER ENCLOSED BUILDING DRAWING TITLE SHEET NO. DATE REVISION INDEX SPACE. STRUCTURAL SCHEDULES, LEGEND AND DRAWING INDEX S0.1 06-13-2007 0 STRUCTURAL NOTES & SPECIFICATIONS 80.2 06-13-2007 0 DATE ISSUED: STRUCTURAL NOTES & SPECIFICATIONS S0.3 06-13-2007 0 REVISIONS: 06-13-2007 FOUNDATION PLAN 51.0 06-13-2007 0 0-ISSUED FOR CONSTRUCTION SECOND FLOOR FRAMING PLAN 82J 06-13-2007 0 ROOF STEEL FRAMING PLAN 82.2 06-13-2007 0 ROOF TRUSS FRAMING PLAN 82.3 06-13-2007 0 FOUNDATION DETAILS 83A 06-13-2007 0 FOUNDATION DETAILS S3.2 06-13-2007 0 DRAWN BY: KEP STEEL FRAMING ELEVATIONS 84.1 06-13-2007 0 A&M PROJECT #: FRAMING DETAILS S4.2 06-13-2007 0 1203-20 FRAMING DETAILS S4.3 06-13-2007 0 DRAWING NO.: FRAMING DETAILS 84.4 06-13-2007 0 FRAMING DETAILS 84.5 06-13-2007 0 ISSUED FOR CONSTRUCTION - JUNE 13, 2007 STAMP: �H OF�, � GENERAL STRUCTURAL NOTES & SPECIFICATIONS GENERAL FOUNDATIONS STRUCTURAL STEEL STEEL JOISTS ®,� ��,�� ss!®NAL�� 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF 1. NO GEOTECHNICAL REPORT IS AVAILABLE AS OF THE ISSUE DATE OF THESE DRAWINGS. ALL 1. ALL DIMENSIONS AND LOCATIONS OF STRUCTURAL STEEL ARE TO BE VERIFIED IN THE FIELD 1. THE FABRICATOR OF THE STEEL JOISTS SHALL BE A CURRENT MEMBER OF STEEL JOIST BARNSTABLE (HYANNIS) BUILDING DEPARTMENT AND THE MASSACHUSETTS STATE BUILDING SOIL DESIGN PARAMETERS ASSUMED ON THESE DRAWINGS SHALL BE CONFIRMED IN THE FIELD PRIOR TO SUBMISSION OF SHOP DRAWINGS. INSTITUTE (SJI) AND SHALL HAVE HAD THEIR DESIGNS AND FABRICATIONS REVIEWED BY SJI. CODE, 6TH EDITION. BY A GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS PRIOR TO CONSTRUCTION OF ANY FOOTINGS. THE GEOTECHNICAL ENGINEER SHALL ALSO ISSUE A 2. ALL STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE MOST CURRENT ASTM 2. STEEL JOISTS SHALL BE K OR LH SERIES CONFORMING TO THE LATEST STANDARD 2. DESIGN DEAD LOADS: REPORT SUMMARIZING THE FINDINGS AND SUBMIT THE SAME TO THE OWNER, ARCHITECT, DESIGNATIONS INDICATED. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. CHORD AND WEB MEMBERS FOR ALL JOISTS STRUCTURAL ENGINEER AND BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. THE AISC MANUAL. SHALL BE ASTM A242 STEEL HOT ROLLED SECTIONS, OR AN APPROVED SUBSTITUTE. JOISTS STEEL SELF-WEIGHT IS IN ADDITION TO ALL OF THE LISTED DEAD LOADS. SHALL BE ANCHORED AT BEARING BY A 1Y" (MINIMUM) LONG FILLET WELD ON EACH SIDE. 2. ALL FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED MATERIAL OR COMPACTED 3. STRUCTURAL W-SECTIONS SHALL HAVE A SERIAL DESIGNATION OF ASTM A992, MINIMUM BRIDGING SHALL CONFORM TO REQUIREMENTS OF THE STEEL JOIST INSTITUTE. PROVIDE TOP ELEVATED SLAB STRUCTURAL FILL HAVING A MINIMUM BEARING CAPACITY OF 3,000 PSF UNLESS OTHERWISE YIELD STRENGTH 50 KSI. AND BOTTOM CHORD EXTENSIONS WHERE REQUIRED. SHOWN OR INDICATED ON THE DRAWINGS. NO CONCRETE FOOTINGS SHALL BE PLACED UNTIL NORMAL WEIGHT SLAB/FORM DECK (3)/2") 39 PSF THE BEARING VALUE OF THE SOIL ENCOUNTERED IS CERTIFIED BY A PROFESSIONAL 4. STRUCTURAL TUBING SHALL CONFORM TO THE ASTM "STANDARD SPECIFICATION FOR 3. ALL STEEL JOISTS, BRIDGING, AND BRACING SHALL BE DESIGNED BY THE FABRICATOR. FLOOR COVERING 3 PSF GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. ALLOWABLE COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND FABRICA11ON AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE CEILING 3 PSF SOIL BEARING VALUE MUST TAKE INTO ACCOUNT INFLUENCE OF GROUND WATER. SHAPES" SERIAL DESIGNATION A500, GRADE B, MINIMUM YIELD STRENGTH 46 KSI. FOLLOWING FOR SIZE, SPAN, LOADING AND SERIES INDICATED IN THE CONTRACT DOCUMENTS: PARTITIONS 20 PSF STRUCTURAL FILL SHALL ONLY BE PLACED UPON UNDISTURBED MATERIAL CONFORMING TO V MISC. (HVAC, ELEC, FP) 5 PSF THE REQUIRED MINIMUM BEARING CAPACITY. 5. ALL OTHER MISCELLANEOUS STRUCTURAL STEEL, INCLUDING BUT NOT LIMITED TO, ANGLES, a. SJI "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K-SERIES; 70 PSF TEES, CHANNELS, AND PLATES SHALL CONFORM TO THE ASTM "STANDARD SPECIFICATION LONG SPAN STEEL JOISTS, LH-SERIES; DEEP LONG SPAN STEEL JOISTS, DLH ROOF 3. ELEVATIONS AND DEPTHS GIVEN ON THE PLAN ARE TO COMPUTED TOP OF FOOTINGS. FOR STRUCTURAL STEEL" SERIAL DESIGNATION A36 MINIMUM YIELD STRENGTH 36 KSI. SERIES; AND JOIST GIRDERS." BOTTOM OF FOOTING ELEVATIONS ARE MINIMUM DEPTHS AND ARE NOT TO BE CONSTRUED b 6 4 AS LIM11ING IN ANY WAY THE AMOUNT OF EXCAVATION REQUIRED TO REACH GOOD BEARING. MEMBRANE OR ASPHALT ROOFING 3 PSF 6. ALL STRUCTURAL STEEL CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR IN b. SJI "RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND INSULATION 2 PSF NO FOOTING ELEVATIONS SHALL BE ADJUSTED WITHOUT THE WRITTEN AUTHORIZATION OF THE ACCORDANCE WITH THE CURRENT EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION - JOIST GIRDERS". o PLYWOOD SHEATHING 3 PSF ENGINEER. ALLOWABLE STRESS DESIGN", 9TH ED. DESIGN FOR ALL CONNECTIONS SHALL BE SUBMITTED WOOD FRAMING ® 24" O.C. 5 PSF CEILING 3 PSF 4. IF ENCOUNTERED, LEDGE OR ROCK SHALL BE OVER EXCAVATED A MINIMUM DEPTH OF 2 FEET TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION. c. AISC "MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN". w O 3 MISC. HVAC, ELEC, FP 5 PSF BELOW THE PROPOSED BOTTOM OF FOOTINGS. COMPACTED STRUCTURAL FILL SHALL BE cn a ( ) PROVIDED AS BACKFILL ABOVE LEDGE OR ROCK AS NECESSARY TO MEET THE PROPOSED 7. ALL SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE BOLTED WHERE 4. ALL DESIGNS SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND A ,� 21 PSF BOTTOM OF FOOTING ELEVATIONS. EVER POSSIBLE EXCEPT AS SPECIFICALLY DEFINED OTHERWISE HEREIN. BOLTS SHALL SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR DIMENSIONAL REVIEW ONLY. REFER c 3. DESIGN LIVE LOADS: CONFORM TO THE ASTM "STANDARD SPECIFICATION FOR STRUCTURAL BOLTS" SERIAL TO CONTRACT DOCUMENTS FOR LOADING CONDITIONS. 5. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. IN GENERAL, ALL DESIGNATION F1852 (A325TC), SHALL BE 3/4" DIAMETER, AND HAVE STANDARD HOLES OF SEE LIVE LOAD KEY PLANS ON DRAWING S2.1 AND S2.3 EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN A MINIMUM OF 4'-0" BELOW FINISHED 13/16" DIAMETER, UNLESS DESIGNATED DIFFERENTLY IN THE STRUCTURAL DETAILS OR 5. BRIDGING AND JOIST GIRDER BRACING SHALL BE INCLUDED WHETHER SHOWN ON THE OFFICE 50 PSF EXTERIOR GRADE. SECTIONS. CONTRACT DOCUMENTS OR NOT. LOBBY 100 PSF 6. CONTRACTOR SHALL CARRY OUT CONTINUOUS PUMPING OF GROUND WATER IF NECESSARY 8. ALL MOMENT CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR AT EACH LOCATION 6. JOISTS SHALL BE PROPORTIONED WITH THE FOLLOWING DEFLECTION LIMITS: LIGHT STORAGE 125 PSF UNTIL SUFFICIENT DEAD LOAD HAS ACCUMULATED TO PREVENT THE FLOATING OF ANY PART INDICATED IN THE CONTRACT DRAWINGS. THE CONNECTION SHALL BE DESIGNED IN L/360 FLOOR LIVE LOADS BALCONIES/DECKS 100 PSF OF THE STRUCTURE. ACCORDANCE WITH THE AISC PROVISIONS FOR ORDINARY MOMENT FRAMES OF STEEL TO L/240 TOTAL LOADS STAIRS, LANDINGS 100 PSF DEVELOP THE FULL MOMENT INDICATED AT EACH CONNECTION LOCATION. THE MOMENTS ELEVATOR MACHINE ROOM 50 PSF (300# / 4 SQ. IN. ANYWHERE) 7. STRUCTURAL FILL SHALL CONSIST OF WELL GRADED SAND AND GRAVEL AND GRAVELY SAND, INDICATED ON THESE DOCUMENTS ARE UNFACTORED MOMENTS DUE TO LOAD COMBINATIONS 7. ALL LOADS FROM HANGING EQUIPMENT, INCLUDING BUT NOT LIMITED TO MECHANICAL, ROOF (ZONE 1, Pf = 25 PSF) 25 PSF FREE FROM ICE, SNOW, ROOTS, SOD, RUBBISH, AND OTHER DELETERIOUS OR ORGANIC INCLUDING WIND OR SEISMIC. A Y3 STRESS INCREASE IS PERMITTED FOR DESIGN. PLUMBING AND ELECTRICAL, SHALL BE SUPPORTED WITHIN 6" OF A PANEL POINT OF THE (AND DRIFTING LOADS IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE) MATTER, AND SHALL CONFORM TO THE FOLLOWING GRADATION: JOISTS SHALL BE REINFORCED IN ACCORDANCE WITH THE JOIST REINFORCING DETAIL SHOWN 9. ALL SHEAR CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR AT EACH LOCATION ON THE STRUCTURAL CONTRACT DRAWINGS. 4. WIND LOADS: SIEVE SIZE PERCENT FINER BY WEIGHT WHERE THEY ARE REQUIRED, INDICATED OR OTHERWISE, IN THE CONTRACT DRAWINGS. THE 1 in. 100 CONNECTION SHALL BE DESIGNED IN ACCORDANCE WITH THE AISC MANUAL TO DEVELOP END 8. WHERE JOIST FRAMING IS UTILIZED, AND COLUMNS ARE NOT FRAMED IN AT LEAST TWO BASIC WIND SPEED (V) 90 MPH NO. 4 25-85 REACTIONS BASED ON ALLOWABLE, UNIFORMLY DISTRIBUTED LOAD (UDL) TABLES (MANUAL OF DIRECTIONS WITH STRUCTURAL STEEL MEMBERS, THE JOISTS AT OR NEAREST TO THE COLUMN EXPOSURE C NO. 20 10-60 STEEL CONSTRUCTION, ASD, PG. 2-89 THRU PG. 2-140). WHERE REACTIONS ARE CENTERLINE SHALL BE FIELD BOLTED AT THE TIME OF ERECTION WITH TWO 1/2" MINIMUM BUILDING DRIFT LIMIT H/400 NO. 50 4-35 SPECIFICALLY IDENTIFIED ON THESE DRAWINGS, THEY SHALL BE USED FOR CONNECTION DIAMETER BOLTS. BOLTS SHALL BE TORQUED SNUG-TIGHT PRIOR TO SLACKING THE HOIST NO. 200 0-8 DESIGN INSTEAD OF THE UDL TABLES. LINE. ONCE THE FRAME IS PLUMBED, THESE TIE-JOISTS SHALL BE FIELD WELDED TO THE REFERENCE WIND PRESSURES: 0-50 FEET = 21 PSF SUPPORTS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. � 8. A FOUNDATION PERIMETER DRAIN SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 1813.5 10. BEAM SHEAR CONNECTIONS FRAMED INTO THE FACE OF HOLLOW STRUCTURAL SECTIONS 5. EARTHQUAKE LOADS: OF THE BUILDING CODE. (HSS) SHALL BE DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE AISC 9. DO NOT WELD BOTTOM CHORD EXTENSIONS OF TIE JOIST TO COLUMN STABILIZER PLATE. 0 Q W SEISMIC HAZARD EXPOSURE GROUP I "HOLLOW STRUCTURAL SECTIONS - CONNECTIONS MANUAL", CHAPTER 4. O SEISMIC PERFORMANCE CATEGORY C CONCRETE 11. WELDED CONSTRUCTION SHALL COMPLY WITH THE AWS CODE FOR PROCEDURE, APPEARANCE, STEEL DECKING Z _ RESPONSE MODIFICATION FACTOR, (R) 4.5 AND QUALITY OF WELDS AND METHODS USED IN CORRECTING WELDED WORK O . = r 1 DEFLECTION AMPLIFICATION FACTOR, (Cd) 4 1. ALL CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED CONFORMING TO CURRENT 1. ALL STEEL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTTUTE Ly v PEAK VELOCITY ACCELERATION, (Av) 0.12 AMERICAN CONCRETE INSTITUTE (ACI) 301, 304 AND 308 STANDARDS. ALL CONCRETE SHALL 12. FITTED, FULL-DEPTH WEB STIFFENERS SHALL BE PROVIDED AT ALL BEAMS AND GIRDERS (SDI) AND SHALL BE ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS SEISMIC COEFFICIENT (Aa) 0.12 HAVE MAXIMUM -" AGGREGATE AND ATTAIN A MINIMUM AVERAGE COMPRESSIVE STRENGTH SUPPORTING COLUMN LOADS OR CANTILEVERING OVER COLUMNS. WEB STIFFENERS SHALL BE UNLESS OTHERWISE NOTED ON THE CONTRACT DRAWINGS. w C SOIL PROFILE TYPE, (S) 1.5 (f c) OF 4,000 PSI AT 28 DAYS AGE. INSTALLED ON EACH SIDE OF BEAMS AND GIRDERS AND SHALL BE EQUAL TO THEIR WEB I--- O (o THICKNESSES. 2. THE MANUFACTURER OF THE STEEL DECKING SHALL BE A CURRENT MEMBER OF SDI AND 6 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL ARCHITECTURAL 2. T MAXIMUM WATER-CEMENT RATIO SHALL BE 0.42 FOR SLABS-ON-GRADE AND V SHALL HAVE HAD THEIR DESIGNS AND FABRICATIONS REVIEWED BY SDI. � z Q HE AELEVATED O w C MECHANICAL, AND ELECTRICAL DRAWINGS, AND SPECIFICATIONS. SLABS, 0.44 FOR ALL OTHER CONCRETE APPLICATIONS. NO WATER MAY BE ADDED TO THE 13. FLANGES AND WEBS OF BEAMS ARE TO BE PUNCHED WHERE REQUIRED TO RECEIVE 3. GALVANIZING, WHERE REQUIRED, SHALL BE EQUAL TO ASTM A653, COATING CLASS G60. CONCRETE MIXTURE ON-SITE WITHOUT PRIOR AUTHORIZATION FROM THE STRUCTURAL ARCHITECTURAL FINISHES. TO RECEIVE WOOD BLOCKING, USE 7/16" DIAMETER HOLES ® FIELD TOUCH-UP ALL WELDS SCUFFS AND ABRASIONS WITH RUST INHIBITIVE PAINT. 7. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, AND ANY DISCREPANCIES ENGINEER. IF APPROVED, WATER MAY ONLY BE ADDED IN THE FIELD WHILE THE STRUCTURAL 2'-0" O.C. WITH 1/8" DIAMETER BOLTS WITH NUTS AND WASHERS. SEE DETAIL B/S4.3. PROVIDE FILLERS AND ACCESSORIES AS REQUIRED. C!) SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE ENGINEER IS PRESENT TO OBSERVE THE MIXTURE OF ADDITIONAL WATER INTO THE CONCRETE. PROCEEDING WITH THE AFFECTED POR11ON OF THE WORK. ALL PLANT MIX "TICKETS" SHALL INDICATE THE WATER-CEMENT RATIO FOR CONCRETE USED 14• ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A1554 SPECIFICATIONS, WITH HEAVY z 4. GALVANIZED EDGE ANGLES AND CLOSURE STRIPS 20 GAGE MINIMUM SHALL BE INSTALLED 8. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED ON THE PROJECT. UPON REQUEST, A COPY OF THE PLANT MIX "TICKET" SHALL BE MADE HEX NUTS AND HARDENED WASHERS UNLESS NOTED OTHERWISE. AROUND ALL SLAB STOPS. ANGLES AND STRIPS 'SHALL BE WELDED TO SUPPORTS WITH 1" r Z �AVAILABLE TO THE STRUCTURAL ENGINEER FOR REVIEW. �� TYPICAL FOR ALL SIMILAR CONDITIONS. 15. NON-SHRINK GROUT TO BE INSTALLED AT COLUMN BASES SHALL ATTAIN A COMPRESSIVE LONG FILLETS AT 12 ON CENTER. d. Q 3. REINFORCING STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615 GRADE STRENGTH OF 5,000 PSI AT 28 DAYS AGE. 5. ALL DECK SHEETS SHALL BE PLACED PERPENDICULAR TO SUPPORTING MEMBERS. METAL 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES, ANY 60. ALL DETAILS SHALL BE IN ACCORDANCE WITH ACI DETAIL STANDARD ACI 315. = PERMITTING AGENCIES, AND "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS IN 16. SEE WOOD TRUSSES NOTE #12 ON DRAWING S0.3. DECKING GAGES SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS HAVE BEEN BASED ON ADVANCE OF ANY WORK THAT WILL REQUIRE EXCAVATION. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 SPECIFICATIONS FOR WELDED STEEL 2-SPAN CONDITIONS, HOWEVER, A 3-SPAN CONDITION SHALL BE PROVIDED WHEREVER WIRE FABRIC AND PLACED IN ACCORDANCE WITH THE WELDED STEEL WIRE INSTITUTE. POSSIBLE. IF THE MINIMUM SPAN CONDITION IS NOT FEASIBLE DUE TO SUPPORTS AND/OR 10. BUILDING ELEVATIONS ARE REFERENCED FROM CIVIL/SITE DRAWINGS, CONFIRM ALL STEEL PROTECTIVE COATINGS OPENING LOCATIONS, THE METAL DECKING SUPPLER SHALL ADJUST THE GAGES ACCORDINGLY. ELEVATIONS PRIOR TO CONSTRUCTION. 5. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: 1. UNLESS OTHERWISE NOTED ON THE DRAWINGS, STRUCTURAL STEEL SHALL BE PRIMED IN THE 6. NO OPENINGS GREATER THAN 12" IN EITHER DIRECTION SHALL BE CUT IN THE METAL ROOF FOOTINGS 3" SHOP AND TOUCHED-UP IN THE FIELD FOLLOWING ERECTION IN ACCORDANCE WITH THE OR FLOOR DECKS UNLESS A PROPER STEEL ANGLE FRAME IS INSTALLED AROUND THE FOUNDATION WALLS 2" FOLLOWING: PERIMETER OF THE OPENING, BENEATH THE DECKING. OPENINGS IN NON-COMPOSITE STEEL SUPPORTED SLABS 3/4" FORM DECK SHALL BE IN ACCORDANCE WITH DETAIL B/S4.2. SLABS-ON-GRADE 2" SURFACE PREPARATION (PRIMER)- SSPC-SP3 (POWER TOOL CLEANING) TITLE: 7. SCREWS USED FOR DECK FASTENING SHALL BE GALVANIZED #10 SELF-TAPPING TEK SCREWS. 6. PROVIDE AND INSTALL NECESSARY TIE BARS, SPACER BARS, CHAIR BARS, AND BOLSTERS AS PRIMER - ZINC-RICH, RUST INHIBITIVE, SHOP PRIMER; SUBMIT DATA FOR REVIEW. ALL SCREWS SHALL HAVE A 0.19" THREAD DIAMETER, 0.4" MINIMUM NOMINAL HEAD DIAMETER REQUIRED TO MAINTAIN'STEEL IN A RIGID POSITION PRIOR TO PLACING CONCRETE. ALL APPLY 1 COAT, MINIMUM 3.0 MILS DFT AND AN AVERAGE TESTED TENSILE STRENGTH OF 2,560 LB. STRUCTURAL SUPPORTS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS OF CRSI "RECOMMENDED 2. ALL PRIMER/PAINT PRODUCTS AND COLORS SHALL BE SELECTED IN ACCORDANCE WITH THE 8. FLOOR DECK (NON-COMPOSITE FORM DECK) SCHEDULES, PRACTICE FOR PLACING REINFORCING BARS". ' ARCHITECTURAL PAINT SPECIFICATION AND SUBJECT TO THE OWNERS APPROVAL " ,. LEGEND, a• STEEL FLOOR DECK SHALL BE %6 , 26 GA., GALVANIZED, UFS FORM DECK, 30 COVERAGE, 7. WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED, OR REQUIRED, THEY SHALL BE RUN AS MANUFACTURED BY UNITED STEEL DECK, INC. OF SOUTH PLAINFIELD, NJ OR AN CONTINUOUSLY AROUND CORNERS, LAPPED AT NECESSARY SPLICES, SPLICES STAGGERED, MISCELLANEOUS METALS APPROVED SUBSTITUTE. CONCRETE COVER, THICKNESS, DENSITY AND REINFORCEMENT SHALL & DRAWING WHEREVER POSSIBLE, AND HOOKED AT DISCONTINUOUS ENDS. BE AS INDICATED ON THE DRAWINGS. INDEX 8. INTERIOR SLABS-ON-GRADE SHALL BE PLACED ON 6 MIL POLYETHYLENE VAPOR BARRIER. 1. STAIRS, STAIR LANDINGS, RAILINGS AND OTHER STAIR COMPONENTS SHALL BE DESIGNED AND b. DETAILED UNDER THE SUPERVISION OF A STRUCTURAL ENGINEER LICENSED IN THE STEEL FLOOR DECK SHALL CONFORM TO ASTM A653, GRADE 80, HAVING A MINIMUM YIELD STRENGTH OF 80 KSI. THE WORKING STRESS OF STEEL FLOOR DECK PRIOR TO 9. CONTRACTION JOINTS SHALL BE USED TO DIVIDE SLABS-ON-GRADE INTO RECTANGULAR COMMONWEALTH OF MASSACHUSETTS. AND DURING 36 PLACEMENT OF CONCRETE SHALL NOT EXCEED 0.6 X THE YIELD STRESS OR PANELS. CONTRACTION JOINTS SHALL BE SAWED ALONG ALL COLUMN LINES UNLESS KSI, OTHERWISE NOTED ON THE CONTRACT DRAWINGS. JOINTS MAY BE SAWED AS SOON AS 2. SHOP DRAWINGS AND CALCULATIONS FOR STAIRS, STAIR LANDINGS, AND COMPONENTS SHALL WHICHEVER IS LESS. A 20 PSF UNIFORM LOAD OVER THE ENTIRE DECK AREA OR 150# DATE ISSUED: PRACTICAL NOT TO DAMAGE CONCRETE AND SHALL BE SAWED NO LATER THAN 24 HOURS BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE COMMONWEALTH OF CONCENTRATED LOAD OVER A 1'-0" WIDE SECTION OF DECK SHALL BE CONSIDERED AS 06-13-2007 AFTER CONCRETE PLACEMENT. MASSACHUSETTS AND SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW. CONSTRUCTION LIVE LOADS. REVISIONS: 10. SLAB-ON-GRADE CONSTRUCTION JOINTS SHALL BE KEYED JOINTS AND UTILIZED AS 3. SHOP DRAWINGS SHALL DETAIL BUT NOT BE LIMITED TO THE FOLLOWING: c. PROVIDE 5/8" DIAMETER PUDDLE WELD FOR DECK CONNECTION AT POINTS RECOMMENDED BY 0-ISSUED FOR CONSTRUCTION CONTRACTION JOINTS WHEN APPROPRIATE. CONSTRUCTION JOINTS SHALL BE SAWCUT THE THE MANUFACTURER, MINIMUM 30/4 PATTERN OR AS INDICATED IN THE CONTRACT SAME AS WOULD A CONTRACTION JOINT. a. LOADS IMPOSED ON THE STRUCTURAL FRAME BY THE STAIR DRAWINGS. 11. FOUNDATION WALL CONTROL JOINTS SHALL BE 1" CHAMFERED JOINTS (BOTH SIDES) AND b. ALL CONNEC1ONS OF THE STAIR TO THE STRUCTURE d. .WELDING WASHERS SHALL BE USED TO FASTEN DECK TO SUPPORTS ON ALL DECK GAGES SPACED AS SHOWN ON THE PLAN, 25'-0" O.C. MAXIMUM. LIGHTER THAN 22 GAGE. WELDING WASHERS ARE NOT PERMITTED FOR SIDE LAP c. STRUCTURAL MEMBER SIZES AND ORIENTATION CONNECTIONS. 12. MINIMUM PIER REINFORCING SHALL BE 1% OF THE PIER AREA, UNLESS OTHERWISE NOTED. d. ALL DIMENSIONS AND ELEVATIONS e. STEEL FLOOR DECK SHALL BE FABRICATED TO ALLOW FOR 2" MINIMUM END LAPS AND 13. HOT WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 305 SHALL BE PERFORMED IN INTERLOCKING OR NESTED SIDE LAPS. MINIMUM BEARING AT SUPPORTS SHALL BE 1Y". ACCORDANCE WITH ACI 305. DRAWN BY: f. SIDE LAP SCREWS OR WELDS SHALL BE INSTALLED AT ALL SIDE LAPS WHERE THE DECK KEP 14. COLD WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 306 SHALL BE PERFORMED IN SPAN EXCEEDS 5'-0" OR AS INDICATED IN THE CONTRACT DOCUMENTS. ACCORDANCE WITH ACI 306. A&M PROJECT #: g. STEEL FLOOR DECK IS USED AS AN UNSHORED FORM FOR CONCRETE. CONCRETE THICKNESS 1203-20 15. WHEN CONCRETE PLACEMENT IS TO OCCUR DURING HOT OR COLD WEATHER CONDITIONS AS INDICATED IN THE CONTRACT DOCUMENTS SHALL BE CONSIDERED MINIMUMS. THE DEFINED BY ACI 305 OR 306, THE CONTRACTOR SHALL SUBMIT PROPOSED CURING METHODS CONTRACTOR SHALL ALLOW FOR THE FLOOR DEFLECTIONS DURING PLACEMENT OF SLAB TO DRAWING NO.: TO THE STRUCTURAL ENGINEER FOR REVIEW AT LEAST 10 DAYS IN ADVANCE OF THE OBTAIN TOTAL VOLUME AND THICKNESS OF CONCRETE REQUIRED. PROPOSED CONCRETE PLACEMENT DATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT CURING METHODS ARE WORKING EFFECTIVELY DURING THE SPECIFIED DURATION h. CALCULATED FORM DEFLECTION SHALL BE BASED ON THE LOAD OF WET CONCRETE AND OF CURING. THE CONTRACTOR IS RESPONSIBLE FOR PROPER CURING OF THE CONCRETE. WEIGHT OF THE FLOOR DECK LOADED UNIFORMLY ON ALL SPANS. THE MAXIMUM PERMISSIBLE FORM DEFLEC11ON SHALL BE LIMITED TO SPAN/180 OR Y4", WHICHEVER IS LESS. 16. ALL INTERIOR SLABS SHALL RECEIVE A STEEL TROWEL FINISH AND ALL EXPOSED EXTERIOR SLABS SHALL RECEIVED A BROOM FINISH UNLESS NOTED OTHERWISE IN THE DRAWINGS. i. ALL UNFRAMED OPENINGS ARE TO BE BLOCKED OUT WITH FORMWORK. DECK OPENING SHALL 1 BE CUT AFTER CONCRETE IS CURED. SEE DETAIL B/S4.2. STAMP: GENERAL STRUCTURAL NOTES & SPECIFICATIONS ABBREVIATIONS I"OF ' g AT 77 WOOD TRUSSES WOOD CONSTRUCTION INJECTION ADHESIVE FASTENERS AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE gss�UiVAL� 1. ALL WOOD TRUSSES SHALL BE MANUFACTURED TO SUPPORT ROOF LIVE AND DEAD LOADS AS 1. ALL WOOD MEMBERS, ENGINEERED LUMBER, AND PLYWOOD USED IN CONSTRUCTION OF THIS 1. ALL INJECTION ADHESIVE FASTENERS SHALL BE AS MANUFACTURED BY HILT], INC., TULSA, ADD'L ADDITIONAL SPECIFIED HEREIN. LIVE LOAD DEFLECTION SHALL BE LIMITED TO L/240. STRUCTURE SHALL BE NEW MATERIAL. ALL WOOD AND ENGINEERED LUMBER MEMBERS SHALL OKLAHOMA (1-800-879-8000) OR AN APPROVED SUBSTITUTE. ALL SPECIFICATIONS AND AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION BE FREE FROM CRACKS, KNOT HOLES, NOTCHES AND OTHER STRUCTURAL DEFICIENCIES. RECOMMENDATIONS ARE AS OUTLINED IN THE "HILTI PRODUCT TECHNICAL GUIDE" LATEST AISI AMERICAN IRON AND STEEL INSTITUTE 2. TRUSS DESIGN STANDARDS SHALL CONFORM WITH THE APPLICABLE PROVISIONS OF THE EDITION. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LATEST EDITION OF NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), 2. ALL WOOD MEMBERS SHALL BE PRE-DRILLED PRIOR TO INSTALLATION OF BOLTS OR LAGS. ARCH ARCHITECTURAL AMERICAN FOREST AND PAPER ASSOCIATION, AND DESIGN SPECIFICATIONS FOR METAL PLATE 2. WHEREVER POSSIBLE ALL FASTENERS SHALL BE HILTI HIT HY150 INJECTION ADHESIVE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS CONNECTED WOOD TRUSSES (ANSI/TPI-1), TRUSS PLATE INSTITUTE (TPI), AND THE 3. ALL WOOD MEMBERS USED FOR EXTERIOR CONSTRUCTION OR IN CONTACT WITH CONCRETE FASTENERS AND ANCHORED INTO SOLID GROUTED MASONRY UNITS OR SOLID CONCRETE. BCX BOTTOM CORD EXTENSION COMMONWEALTH OF MASSACHUSETTS BUILDING CODE. (SILL PLATES) SHALL BE PRESERVATIVE TREATED (PT) LUMBER. ALL FASTENERS INCLUDING HILTI HIT HY20 FASTENERS SHALL BE USED WHERE ANCHORAGE INTO HOLLOW MASONRY BF BOTTOM FACE ANCHOR BOLTS, POWDER ACTUATED FASTENERS, NAILS, CLIPS AND HANGERS ATTACHED TO UNITS IS REQUIRED. ALL HILTI ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BFF BELOW FINISH FLOOR 3. MANUFACTURER SHALL FURNISH DESIGN DRAWINGS BEARING THE SEAL OF A REGISTERED OR THROUGH PT LUMBER SHALL BE HOT-DIP GALVANIZED STEEL OR STAINLESS STEEL IN ALL MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. BFG BELOW FINISH GRADE PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF MASSACHUSETTS. DRAWINGS SHALL ACCORDANCE MANUFACTURER'S RECOMMENDATIONS. BLDG BUILDING INCLUDE DESIGN LOAD AND DEFLECTION CRITERIA SPECIFIED HEREIN AND BE SUBMITTED FOR 3. WHERE HILTI HY150 INJECTION ADHESIVE FASTENERS ARE SPECIFIED TO BE ANCHORED INTO BLK BLOCKING APPROVAL PRIOR TO FABRICATION. TRUSS DESIGN DRAWINGS SHALL BE REVIEWED BY BOTH 4. ALL WOOD MEMBER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDED SOLID CONCRETE WALLS, SLABS, BEAMS AND/OR ANY OTHER STRUCTURAL CONCRETE, BRG BEARING THE STRUCTURAL ENGINEER AND ARCHITECT. PRACTICE OF THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA) AND NATIONAL DESIGN EXISTING OR PROPOSED, THE CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF BTW BETWEEN ( j SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 4,000 PSI. 4. TRUSS DRAWINGS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: C COMPRESSION 0 o 5. ALL WOOD JOISTS AND BEAMS SHALL BE MINIMUM #2 HEM-FIR, OR #2 DOUGLAS FIR-LARCH 4. THREADED ROD MATERIAL USED AS PART OF THE HILTI INJECTION ADHESIVE ANCHOR SYSTEM CANT CANTILEVER CJ CONTROL OR CONSTRUCTION JOINT Y 1. SPAN, DEPTH, SLOPE AND SPACING OF TRUSSES (D-F-L), OR #2 SPRUCE-PINE-FIR (S-P-F), OR BETTER. ALL LUMBER SHALL BE STAMPED SHALL BE AS PROVIDED BY HILTI. THREADED ROADS SHALL BE DESIGNATED HILTI "HIT-A" F 4 2. REQUIRED BEARING WIDTH " CL CENTER LINE W 3 WITH THE GRADE MARK OR AN APPROVED LUMBER TESTING OR GRADING AGENCY. OR HILTI HAS MEETING THE REQUIREMENTS OF THE ASTM A36 STEEL SPECIFICATION UNLESS CLR CLEAR �' � o a X 3. DESIGN LOADS NOTED OTHERWISE HEREIN. 4. PLATE SIZE, TYPE, GAGE, AND LOCATION OF EACH PLATE 6. ALL ENGINEERED WOOD PRODUCTS SPECIFIED BELOW SHALL BE AS MANUFACTURED BY BOISE CMU CONCRETE MASONRY UNIT o COL COLUMN '-' y ° a 5. LUMBER SIZE, SPECIES, AND GRADE ENGINEERED WOOD PRODUCTS OR AN APPROVED SUBSTITUTE. ALL ENGINEERED WOOD 5. ALL BORE HOLES INTO THE ANCHORAGE BASE SHALL BE DRILLED WITH A CARBIDE BIT, V y o o w 6. LOCATION OF ANY REQUIRED CONTINUOUS BRACING CONC CONCRETE F 3 7. CALCULATED MAX. DEFLECTION UNDER LIVE AND TOTAL LOADS PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS ON THESE DRAWINGS CLEANED WITH PRESSURIZED AIR AND A WIRE BRUSH. THE DIAMETER OF THE DRILL BIT CONST CONSTRUCTION 8. MAXIMUM AXIAL COMPRESSIVE FORCES IN TRUSS MEMBERS AND THE MINIMUM STANDARD DETAILS PROVIDED IN THE BOISE ENGINEERED WOOD PRODUCTS SHALL BE AS SPECIFIED IN THE "HILTI PRODUCT TECHNICAL GUIDE" LATEST EDITION. CONT CONTINUOUS '� > INSTALLATION GUIDE AND RELEVANT TECHNICAL BULLETINS ISSUED BY BOISE. ,� cn , 9. CONNECTION REQUIREMENTS FOR ALL CONNS. AND FIELD SPLICES. COORD COORDINATE U 10. LATERAL BRACING, BLOCKING AND STRONGBACK SIZES AND LOCATIONS. LAMINATED VENEER LUMBER (LVL) BEAMS VERSA-LAM 2.0E 3100 SP STRUCTURAL TESTING AND INSPECTION CRSI CONCRETE REINFORCING STEEL INSTITUTE 5. LUMBER USED FOR TRUSS MEMBERS SHALL BE IN ACCORDANCE WITH PUBLISHED VALUES OF ENGINEERED WOOD COLUMNS VERSA-LAM 1.7E 2650 COLUMNS DBL DOUBLE 1. ALL TESTING AND SPECIAL INSPECTIONS SHALL BE PERFORMED BY APPROVED INDEPENDENT THE AMERICAN LUMBER STANDARDS COMMITTEE. LUMBER SHALL BE IDENTIFIED BY GRADE ENGINEERED WOOD STUDS VERS-STUD 1.7E 2650 DFT DRY FILM THICKNESS LABORATORIES UNDER THE SUPERVISION OF PROFESSIONAL ENGINEERS REGISTERED IN THE MARK OF A LUMBER INSPECTION BUREAU. ENGINEERED I-JOISTS BCI JOISTS (SERIES AND DEPTH PER PLAN) COMMONWEALTH OF MASSACHUSETTS, IN ACCORDANCE WITH CHAPTER 17 OF THE DIA DIAMETER MASSACHUSETTS STATE BUILDING CODE 6TH EDITION. THE OWNER SHALL OBTAIN AND PAY DIAG DIAGONAL 6. MOISTURE CONTENT OF LUMBER SHALL BE NO LESS THAN 7% AND NO GREATER THAN 19% 7• 1-JOISTS SHALL BE INSTALLED WITH ALL MANUFACTURER RECOMMENDED ACCESSORIES FOR TESTS AND INSPECTIONS AS CALLED FOR HERE UNDER. DIM DIMENSION AT TIME OF FABRICATION. INCLUDING WEB STIFFENERS, RIM BOARDS AND JOIST HANGERS. SQUASH BLOCK DT DRAG TRUSS REINFORCEMENT IS REQUIRED PER MANUFACTURER DETAILS WHERE I-JOIST SUPPORT POINTS SOIL TESTING - A GEOTECHNICAL EVALUATION SHALL BE PREPARED FOR THIS PROJECT, DWG DRAWING 7. ALL METAL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" GAGE) AT INTERIOR BEARING WALLS ARE BENEATH LOAD BEARING WALLS ON THE UPPER LEVEL. REFER TO FOUNDATION NOTE #1. A GEOTECHNICAL ENGINEER LICENSED IN THE EA EACH ( ) AND COMMONWEALTH OF MASSACHUSETTS SHALL BE RETAINED TO PREPARE AND EXECUTE A EF EACH FACE SHALL MEET OR EXCEED ASTM A653-94 GRADE 37, AND SHALL BE HOT DIPPED GALVANIZED I-JOISTS BEARING ON INTERIOR WALL PLATES SHALL HAVE AN I-JOIST BLOCK INSTALLED AT� " 8-0 O.C. UNLESS MORE RESTRICTIVE BLOCKING REQUIREMENTS ARE DETAILED ON THE PLAN. TESTING AND INSPECTION PROGRAM RELATED TO THE SITE EXCAVATION AND BACKFILLING ACCORDING TO ASTM A653-94, COATING DESIGNATION DESIGNATION G-60. WORKING EL ELEVATION STRESSES IN STEEL ARE TO BE APPLIED TO EFFECTIVE RATIOS FOR PLATES AS DETERMINED ACTIVITIES. THE GEOTECHNICAL ENGINEER SHALL CONDUCT AN EVALUATION OF UNDISTURBED EN EN BY TEST IN ACCORDANCE WITH APPENDIX E AND F OF 1995.ANSI TPI-1 8. MULTIPLE MEMBER, MULTIPLE PLY OR BUILT-UP BEAMS ARE USED IN PLACE OF SOLID SOIL SUBGRADES AND MONITOR THE PLACEMENT AND COMPACTION OF STRUCTURAL FILL EOD EDGE OF DECK / SECTION MEMBERS SHALL HAVE PLIES CONNECTED IN ACCORDANCE WITH MANUFACTURER CONTRIBUTING TO THE SUPPORT OF THE FOOTINGS AND SLAB-ON-GRADE. EOS EDGE OF SLAB RECOMMENDATIONS. PROVIDE NECESSARY HARDWARE SUCH AS COLUMN CAPS STRAP PLATES 8. TRUSSES SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACILITY BY EQ EQUAL AND JOIST HANGERS FOR PROPER INSTALLATION OF THE LVL BEAMS AS SUGGESTED BY THE COMPACTION TESTING - ALL BACKFILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY EXPERIENCED PERSONNEL USING PRECISION CUTTING, JIGGING AND PRESSING EQUIPMENT AS MANUFACTURER. EW EACH WAY SPECIFIED BY THE REQUIREMENTS OF ANSI/TPI-1 1995, SECTION 4. ALL TRUSS MEMBERS DENSITY, AS DETERMINED BY ASTM D1557, METHOD C OR AS REQUIRED BY THE EXIST EXISTING SHALL BE CUT TO ACCURATE LENGTHS AND ANGLES TO ASSURE PROPER FITTING JOINTS GEOTECHNICAL REPORT. EXT EXTERIOR 9. ALL EXTERIOR WALL .SHEATHING NOT SPECIFICALLY IDENTIFIED OTHERWISE AS SHEAR WALL WITHIN TOLERANCES SET FORTH IN ANSI/TPI-1 1995, SECTION 4. SHEATHING SHALL BE MINIMUM 15/32" THICK APA RATED SHEATHING WITH A SPAN RATING CONCRETE TESTING - CYLINDER TESTS AND SLUMP TESTS SHALL BE MADE FOR EACH 30 FD FLOOR DRAIN Q OF 32/16 OR WALL-16, EXPOSURE 1. AT LEAST ONE SIDE OF ALL EXTERIOR WALLS SHALL YARDS (OR PORTION THEREOF) OF CONCRETE PLACED. CYLINDER TESTS SHALL BE IN FDN FOUNDATION 9. TRUSSES SHALL BE HANDLED, STORED, AND INSTALLED IN A MANNER THAT LIMITS LATERAL BE SHEATHED. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET VERTICAL OR ACCORDANCE WITH ASTM C39. SLUMP TESTS SHALL BE IN ACCORDANCE WITH ASTM C143. FFE FINISH FLOOR ELEVATION Q W STRAIN TO THE TRUSS. DURING INSTALLATION TRUSSES SHALL BE IN ACCORDANCE WITH PARALLEL TO THE SUPPORTING STUDS. WALL SHEATHING SHALL BE FASTENED WITH 8d CONCRETE SLUMP SHALL NOT EXCEED 3-1/2" FOR SLABS-ON-GRADE AND 4-1/2" FOR ALL FLR FLOOR 0 p (/5 HANDLING, INSTALLING AND BRACING WOOD TRUSSES (HIB-91), TPI, AND ANSI TPI-1 1995. COMMON NAILS (OR APPROVED SCREW) AT A MAXIMUM 6" O.C. AROUND ALL DIRECT EDGES OTHER STRUCTURAL CONCRETE. FOC FACE OF CONCRETE z Ly 10. ALL TRUSSES MUST BE SECURELY BRACED BOTH DURING ERECTION AND AFTER PERMANENT AND 12" O.C. ON ALL INTERIOR SUPPORTS. SEE SHEAR WALL AND DIAPHRAGM NOTES FOR FOM FACE OF MASONRY _INSTALLATION IN A BUILDING IN ACCORDANCE WITH BRACING WOOD TRUSSES: COMMENTARY ` ADDITIONAL EXTERIOR WALL SHEATHING REQUIREMENTS. WELD TESTING - ALL WELDS MUST BE INSPECTED AND/OR TESTED IN ACCORDANCE WITH THE FOS FACE OF STUD O = v 6TH EDITION OF MASSACHUSETTS STATE BUILDING CODE FS FAR SIDE 780 CMR 1705.5.3.2 AND SECTION 6 ( n AND RECOMMENDATIONS (BWT-76) AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. 10. 'UNLESS NOTED OTHERWISE ROOF SHEATHING SHALL BE MINIMUM 19/32" THICK EXTERIOR OF THE AWS D1.1. AT LEAST 25% OF ALL WELDS MUST BE VERIFIED BY NONDESTRUCTIVE FT FOOT Lu ERECTION BRACING SHALL HOLD TRUSSES STRAIGHT AND PLUMB AND IN SAFE CONDITION FTG FOOTING UNTIL DECKING AND PERMANENT TRUSS BRACING HAS BEEN FASTENED FORMING A GRADE PLYWOOD WITH A RATING OF 32/16. SHEATHING SHALL BE ORIENTED WITH LONG TESTING, THIS REQUIREMENT IS INCREASED TO 100% ULTRASONIC TESTING (UT) FOR ALL SPAN OF THE SHEET PERPENDICULAR TO THE SUPPORTING MEMBERS AND SEAMS STAGGERED WELDS WITHIN MOMENT RESISTING FRAMES DENOTED "-/" ON THE PLAN. GA GAGE STRUCTURALLY SOUND ROOF FRAMING SYSTEM. ALL ERECTION AND PERMANENT BRACING BY 4°-0" O.C. ROOF SHEATHING SHALL BE FASTENED WITH 8d COMMON NAILS AT A GALV GALVANIZED O SHALL BE INSTALLED AND ALL TRUSSES PERMANENTLY FASTENED BEFORE APPLICATION OF z Q ANY LOADS. PERMANENT STRUCTURAL CROSS-BRACING TO ENSURE OVERALL RIGIDITY OF MAXIMUM 12" O.C. AROUND ALL DIRECT EDGES AND ON ALL INTERIOR SUPPORTS. FOR 2. CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER WITH MINIMUM THREE (3) WORKING GT GIRDER TRUSS p U-i THE ROOF SYSTEM SHALL BE IN ACCORDANCE WITH BOTH THE ARCHITECTURAL AND SHEATHING SPANS OF 24 OR GREATER, PANEL SHEATHING CLIPS SHALL BE INSTALLED DAYS NOTICE PRIOR TO PLACING CONCRETE TO ENABLE THE STRUCTURAL ENGINEER TO HORIZ HORIZONTAL ENGINEERING PLANS FOR THE BUILDING STRUCTURE. SEE TRUSS DESIGN DRAWINGS FOR ANY MID-SPAN BETWEEN EACH RAFTER OR ROOF TRUSS ON ALL PANEL SEAMS NOT DIRECTLY EXAMINE THE IN-PLACE CONCRETE REINFORCEMENT AND FORMWORK. HG HIP GIRDER ADDITIONAL SPECIAL BRACING REQUIREMENTS. MATERIALS USED IN BRACING ARE OTHERWISE SUPPORTED BY BLOCKING. CLIPS SHALL BE PSCL AS MANUFACTURED BY SIMPSON HS HIGH STRENGTH NOTED IN THESE SPECIFICATIONS. TEMPORARY BRACING SHALL BE INSTALLED AS STRONG-TIE OR AN APPROVED SUBSTITUTE. 3• CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER WITH MINIMUM THREE (3) WORKING < Z NECESSARY TO RIGIDLY BRACE THE ROOF STRUCTURE HORIZONTALLY UNTIL PLYWOOD ROOF DAYS NOTICE PRIOR TO COVERING ANY STRUCTURAL COMPONENTS, SYSTEMS OR FASTENINGS. IN INCH SHEATHING AND CEILING SHEATHING ARE COMPLETELY INSTALLED. 11. PROVIDE STANDARD JOIST HANGERS BY SIMPSON STRONG-TIE OR AN APPROVED SUBSTITUTE STRUCTURAL COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO: WOOD TRUSSES, WOOD INSUL INSULATION z ON ALL JOIST ENDS THAT DO NOT BEAR ON WALLS OR BEAMS. FRAMING, STRUCTURAL STEEL FRAMING, STEEL DECK AND FASTENINGS, AND"CONCRETE INT INTERIOR Q 11. TRUSS PROFILES ILLUSTRATED IN THE TRUSS SCHEDULE ARE PROVIDED TO INDICATE GENERAL REINFORCEMENT. JT JOINT ROOF PROFILE AND BEARING POINTS. IT SHALL BE THE RESPONSIBILITY OF THE TRUSS 12. ALL JOIST HANGERS, COLUMN CAPS, COLUMN BASES, HOLDOWNS, METAL CONNECTOR PLATES r = MANUFACTURER TO SUBSTITUTE OR ADD TRUSS PROFILES AS REQUIRED TO ADEQUATELY AND OTHER ENGINEERED WOOD CONNECTION PRODUCTS SHALL BE AS MANUFACTURED BY 4. CONTRACTOR SHALL COORDINATE TEST SCHEDULING WITH OWNER AND ENGINEER PRIOR TO KSI KIPS PER SQUARE INCH FRAME ROOF TO THE LIMITS SHOWN ON THE DRAWINGS. THE TRUSS MANUFACTURER SHALL SIMPSON STRONG-TIE CO., INC. OR AN APPROVED SUBSTITUTE. ALL PRODUCTS SHALL BE COMMENCEMENT OF ANY CONSTRUCTION. L LENGTH DESIGN AND LAYOUT DIAGONAL MEMBERS IN THE MOST STRUCTURALLY EFFICIENT INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. CONFIGURATION TO SUITE THE ROOF PROFILE AND TRUSS TYPE. THE DIAGONALS SHOWN ALL WOOD FRAMING SHALL BE FASTENED IN ACCORDANCE WITH THE FASTENING SCHEDULE IN 5. THE TESTING AGENCY MUST PROVIDE A COPY OF RESULTS FROM ANY AND ALL TESTING AND MAX MAXIMUM WITHIN THE TRUSS SCHEDULE SHALL BE CONSIDERED APPROXIMATE UNLESS SPECIFICALLY TABLE 2305.2 OF THE MSBC OR AS INDICATED IN THESE DRAWINGS, THE MORE STRINGENT INSPEC11ON OF THE STRUCTURAL SYSTEM DIRECTLY TO THE STRUCTURAL ENGINEER OF MEP MECHANICAL/ELECTRICAL/PLUMBING NOTED OTHERWISE IN EITHER OF THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHALL APPLY. SHEAR WALL AND DIAPHRAGM ASSEMBLIES SHALL BE FASTENED IN RECORD FOR REVIEW. MFR MANUFACTURER ACCORDANCE WITH THE SHEAR WALL AND DIAPHRAGM FASTENING SCHEDULES ON THESE MIN MINIMUM 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ADDITIONAL BOLT HOLES OR DRAWINGS. SHEAR PANE- AND DIAPHRAGM MO MASONRY OPENING CONNECTION ASSEMBLIES IN THE STEEL FRAMING TO ACCOMMODATE ANY BOLTED HOLDOWNS 1. SHEAR PANEL TYPE 1: MTL METAL SPECIFIED ON THE TRUSS DRAWINGS. FIELD DRILLING OR ADDITION OF MISCELLANEOUS STEEL 13. ALL JOISTS SHALL BE PROVIDED WITH ONE LINE OF BRIDGING FOR EACH 8 FEET OF SPAN. MAY BE REQUIRED. BRIDGING SHALL CONSIST OF METAL CROSS, WOOD CROSS (1X3 MIN) OR 2X SOLID BLOCKING # NUMBER TITLE: OF EQUAL DEPTH TO THE JOIST. MANSARD WALL SHEATHING SHALL BE MINIMUM 15/32" THICK EXTERIOR GRADE PLYWOOD. NO. NUMBER THE SIDE OF WALLS INDICATED ON THE PLAN SHALL BE SHEATHED ACCORDING TO THIS NS NEAR SIDE 14. CUTTING AND NOTCHING SHALL BE AVOIDED WHEREVER POSSIBLE. WHEN ABSOLUTELY SCHEDULE. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET VERTICAL NTS NOT TO SCALE NECESSARY, CUTTING AND NOTCHING OF STRUCTURAL FRAMING AND LOAD BEARING ALONG THE HEIGHT OF THE ROOF TRUSSES. WHERE HORIZONTAL PANEL SEAMS DO NOT O.C. ON CENTER ASSEMBLIES SHALL BE LIMITED BY THE PROVISIONS OF SECTION 2305.3 OF THE MSBC. FALL ON SUPPORTING MEMBERS, MIN 2X BLOCKING SHALL BE PROVIDED. WALL SHEATHING STRUCTURAL SHALL BE FASTENED ACCORDING TO THE SHEAR WALL SCHEDULE ON DWG SO.1. PCF POUNDS PER CUBIC FOOT NOTES AND SHOP DRAWINGS 2. SLOPED ROOF DIAPHRAGM SHEATHING: PERIM PERIMETER PL PLATE SPECIFICATIONS POLY POLYETHYLENE 1. SHOP DRAWINGS FOR WOOD TRUSSES, STRUCTURAL STEEL, REINFORCING STEEL, STEEL DECK, ROOF SHEATHING SHALL BE 19/32" THICK EXTERIOR GRADE PLYWOOD WITH A RATING OF PROP PROPOSED STAIRS, AND STAIR LANDINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND 32/16. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET PERPENDICULAR TO PSF POUNDS PER SQUARE FOOT RETURNED WITH THE ENGINEER'S SIGNED REVIEW STAMP DENOTING "NO EXCEPTIONS TAKEN" THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-O" O.C. ROOF PSI POUNDS PER SQUARE INCH BEFORE FABRICATION CAN PROCEED. SHEATHING SHALL BE FASTENED WITH 10d COMMON NAILS AT A MAXIMUM 6" O.C. AROUND REINF REINFORCEMENT 2. SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS CONTAINING NO REPRODUCTIONS OF ANY ALL DIRECT EDGES AND 12" O.C. ON ALL INTERMEDIATE SUPPORTS. SHEATHING MUST BE REQ'D REQUIRED DATE ISSUED' CONTINUOUS BENEATH ALL OVERFRAMED ROOF AREAS OR DORMERS. FOR SHEATHING SPANS RO ROUGH OPENING ALLEN & MAJOR ASSOCIATES, INC.'S PREPARED DOCUMENTS. SHOP DRAWINGS WILL NOT BE OF 24" OR GREATER, PANEL SHEATHING CLIPS SHALL BE INSTALLED MID-SPAN BETWEEN RT ROOF TRUSS 06-13-2007 ACCEPTED BY THE ARCHITECT/ENGINEER WITHOUT GENERAL CONTRACTOR'S REVIEW STAMP EACH RAFTER OR ROOF TRUSS ON ALL PANEL SEAMS NOT DIRECTLY SUPPORTED BY REVISIONS: AND SIGNATURE. BLOCKING. CLIPS SHALL BE PSCL AS MANUFACTURED BY SIMPSON STRONG-TIE OR AN S SCHEDULE APPROVED SUBSTITUTE. SEECTCT SECTION 0-ISSUED FOR CONSTRUCTION 3. REVIEW OF THE SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE SIM SIMILAR CONTRACTORS FROM CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 3. FLAT ROOF DIAPHRAGM SHEATHING: SJI STEEL JOIST INSTITUTE STD STANDARD 4. PROPOSED CHANGES, SUBSTITUTIONS OR DELETIONS MADE BY THE CONTRACTORS SHALL BE ROOF SHEATHING SHALL BE 23/32" THICK EXTERIOR GRADE PLYWOOD WITH A RATING OF STL STEEL SUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING FOR REVIEW AND COMMENT PRIOR TO 40/20. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET PERPENDICULAR TBR TO BE REMOVED THEIR INCORPORATION INTO THE PROJECT. CHANGES, SUBSTITUTIONS OR DELETIONS WHICH TO THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-0" O.C. ROOF TCX TOP CORD EXTENSION HAVE NOT BEEN REVIEWED BY THIS PROCEDURE WILL BE CONSIDERED UNACCEPTABLE. SHEATHING SHALL BE FASTENED WITH 10d COMMON NAILS AT A MAXIMUM 6" O.C. AROUND T&B TOP AND BOTTOM 5. RECORD SETS OF SUBMITTALS, INCLUDING SHOP DRAWINGS, SAMPLES, DATA, AND ALL DIRECT EDGES AND ALL INTERMEDIATE SUPPORTS. FOR SHEATHING SPANS OF 24" OR THK THICK CERTIFICATES, SHALL BE MAINTAINED IN THE FIELD OFFICE BY THE GENERAL CONTRACTOR. GREATER, PANEL SHEATHING CLIPS SHALL BE INSTALLED MID-SPAN BETWEEN EACH RAFTER TOC TOP OF CONCRETE OR ROOF TRUSS ON ALL PANEL SEAMS NOT DIRECTLY SUPPORTED BY BLOCKING. CLIPS TOS TOP OF STEEL DRAWN BY: 6. ERECTIONS SHALL ONLY BE MADE FROM SHOP DRAWINGS THAT HAVE BEEN SIGNED BY SHALL BE PSCL AS MANUFACTURED BY SIMPSON STRONG-TIE OR AN APPROVED SUBSTITUTE. TOW TOP OF WALL KEP TS TOP OF SLAB GENERAL CONTRACTOR AND STAMPED WITH ENGINEER'S REVIEW STAMP DENOTING "NO TYP TYPICAL A&M PROJECT #: EXCEPTIONS TAKEN". 4. ROOF UNDERSIDE DIAPHRAGM SHEATHING: ROOF SHEATHING SHALL BE 19/32" THICK EXTERIOR GRADE PLYWOOD WITH A RATING OF UNO UNLESS NOTED OTHERWISE 1203-20 32/16. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET PERPENDICULAR TO VERT VERTICAL DRAWING NO.: THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-0" O.C. SHEATHING VIF VERIFY IN FIELD SHALL BE FASTENED WITH 10d COMMON NAILS AT A MAXIMUM 6" O.C. AROUND ALL DIRECT W/ WITH EDGES AND 12" O.C. ON ALL INTERMEDIATE SUPPORTS. SHEATHING SHALL BE APPLIED W/IN WITHIN DIRECTLY TO THE BOTTOM OF ROOF TRUSSES OR TJI JOISTS IN THE AREA SHOWN ON THE w/OUT WITHOUT PLAN. ALL OPENINGS SHALL BE BLOCKED AND STRAPPED WITH MIN 2X BLOCKING AND WWF WELDED WIRE FABRIC SIMPSON CS16 STRAPS A MINIMUM OF 2 FRAMING BAYS OR 48", WHICHEVER IS GREATER. 13 5. ALL SHEAR PANELS SHALL EXTEND FROM SILL OR BOTTOM PLATE OF WALL TO ROOF DIAPHRAGM SHEATHING. STAMP: s sw OF A�q w � Z � G 3N y .46077 �SSbIVALE ' 4q 7 1 2 3 4 4.6 5 5.3 6 6.3 7 7.1 7.9 8 9 10 A I NY � UpN I 0 I I I I I I i I I ti E W O 10'-0" 10'-0" 28'-0" 11'-0° 6'-0" 4'-0" 17'-0" 3'-0" 10'-0" 1 -0„ 18'-O" 1 -0„ 29'-0" 10'-0" �7 a CIS o ^ (TYP OF 4) 1 Q', Q; o F1.0 (PER ARCH) 10'-0" T-O" a U A - - - -- - - ----_----_-- - 01 01 0 C1 r- C1 e��1' LIMIT OF LEVEL 1 EXTERIOR DECK PER ^ 0 1 I r °� C4 C4 e1� `�� e1� `�� e�\ o� e1� o� ARCH PLAN (FRAME SIM TO S2.1) I &1 01 S3.2 I I I ��>QJ LIMIT OF SLAB I ee�° II I I C41 I C4I o1 ,1i C4I o1 �1IC4 I --- -- --- --- C1 r �� 1 C4 C� S3. e� o e� o S3.1 CI C1r--- -,�1 r _ 4 �� _� - c4 1 �� I I ° TYP. p 1 p Q• ( 1'-O" F.O.C. 2 pJ I I ��j,p 1 e ego 1 I S3.2 L=S1 I_�4l L_ _) I I � �J III °P S$.1 (TYP.) r�_ - -- ----- s--- - ---- - -- -- ---� M I - - - - - ----- ---- ----- rB C - - ----- _ ---- - - - - _---_ ----_ -- - S3:2 I C3 ( C1 I `�` c1 r C2 r C2 I- -- C1 �i' ��` C1 r - -� _-� C J�---�C3 �, FAQ L-i-J `l�`-J r L- - A o �L-- �A7 o f Q C!� Ix 01 Oc1 01 < w I I ��>,J �o°c�� >,s�J 9��,,.QJ �`�j�J ��>•�`J ,��y�` �,�y�� I I � O C/� \° IE.O.S.=4" \O°J e�``�� \O°J \O°J J PROVIDE 2 4x4'-0" 6" O.C. AT e��0 e ��0 E.O.S.=4"1 I 1 z o T/SLAB PR ( �# 4" INTERIOR CONCRETE SLAB j r ELEV.=45-0 j EA RE-ENTRANT CORNER (TYP.) � of j /I I 4 O TYP 1 I �� ,o �,< ON GRADE (SEE NOTE S1.0-9) ,�01 °1 ,0101 ,0 01 01 �p Q. �pQ\ I S3.2 ��o �,�� o� �� TYP �tx �L>gyp, �,, I 1 �- I.Lu V Q S .1 e� o� e� o� S .1 0� .p J J �- � C!) e�. e�. e,,�. e�. e�, 0 co z -----J L' rT r ,01 f T A FF I- F _1 C3 I ?p90 Lu z Q A L C3 'I L_ C J L- C�J e°oP L Cu �Q�:pry L CJ I_ �?I L_ CJ L_ CJ L, __ Q o L�, I � T SLAB CJ (TYP.) -- _ _ �O J 4 _ _ SLAB CJ (TYP.) I I >- (J� i 0O S3.2 L °��Q, - SEE DETAIL B/S3.2 I J S3.1 F SEE DETAIL B/S3.2 I z cl 5 , C3_- - Cl I I � z c3 L_ c1 I 'c2 �.i I c2 1 I�. I •cQ I L *Cl --- C!� d- Q C: I I 1 r Q`��Q , - -- -- -� L P = ( L- - A ,�� -\ 01 I I 1 TYP.��o ��s� _ I I O o T/ IT FLR 41 0 s o iy o S3.2 I I �Q �Q `p > I i I '`� Est �Qao �� J >> p 16'-9Y4" o �- 1_ - I i >- J , r t `oJ j i o. o e o � I » o TOW = 44-4 6' o ya N T/FTG=37-0 I �i o f rlQz ( 5- I ��• J I J �o T/FTG-37-0 J o _ »� 1 `p•. . , �O 4" INTERIOR CONCRETE SLAB _ T/FTG=39-0 1 't J J 1 T/FTG=39'-O" �i T.O.W. = 45'- " (TYP.) �°c'01 = J ON GRADE (SEE NOTE S1.0-9) A I o T/FTG=39'-O" 1 01 01 LIMIT OF SL B o1 p1 � �`' ' tK1 T/FTG=39-0 T/FTG=41'-0" I �o�' ��' �°`' ��' etKP� 1 1 1 1 - �°c� ��'° �o�' � R`Q I T/FTG=41'-O" T.O.W. = 45'-0" \ srj, J t�' TYP 1 I; ' ' �` P TYP. _ �p III 1 e o e o o� �; � e o I e o L e� e�. S3.1 r--- N e�� S3-2 93 e'`�o�� N Fes' (TYP.) e°`' N J J I o 00 r I I o o oK- r� - - C1 o I °° TITLE: F _ C3 L - --- - -J C1 L- --_----- -- ---_� �---_ _---' F 4» F _ ----_- -- --_� L-_-- -- - -----_--- -� - - -- -- ----- - ---------- -----� _ -- - - C1 I- -- -- - - �1 L --J - --- --- --- ---- - ------ ---- -- C14r L L. C3 o r. TYP 2 -t - ------- -- --- ----I I I p o s3.1 _ _ _ _ r- �" �I _r-L -1 -- !- I �� FOUNDATION G J (TYP OF 4 C4 C4 L C L C C4 C4 of PLAN SIM. 4 F1.0 (44'-4„ S3.1 SIM. 2 S3. S3. `pJ�srJ `pJ�QJ '-1Y' 14'-0„ 9,-6„ ,_O, 10'-11Y$" '-0' 10'-5%" 13'-0" 6'-0" DATE ISSUED: POST POST J POST � POST POST � POST 06-13-2007 A FOUNDATION PLAN REVISIONS: S1.0 SCALE: 1/8" = l'-O" F.F.E. = 45-0" (U.N.O.) 0-ISSUED FOR CONSTRUCTION NOTES: S1.0-1. SEE DRAWINGS SO.1, SO.2, AND SO.3 FOR ABBREVIATIONS, LEGEND AND STRUCTURAL NOTES. S1.0-9. SLAB-ON-GRADE, SEE DETAIL A/S3.2: S1.0-2. FINISH FLOOR ELEVATION OR TOP OF SLAB IS 45-0", UNLESS OTHERWISE NOTED ON THE PLAN. 4" INTERIOR SLAB: 4" THICK NORMAL WEIGHT CONCRETE SLAB-ON-GRADE ON CONFIRM ELEVATION WITH SITE GRADING PLAN. 6 MIL POLYTHYLENE VAPOR BARRIER, REINFORCED WITH 6x6 - W2.9xW2.9 WWF AT MID DEPTH. S1.0-3. REFER TO CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING UNDERSLAB UTILITIES AND FOUNDATION WALL PENETRATIONS. S1.0-10. ALL FOOTING ELEVATIONS NOTED HEREIN ARE TOP OF FOOTING ELEVATIONS, UNLESS NOTED DRAWN BY: OTHERWISE. KEP S1.0-4. RIGID TEMPLATES SHALL BE USED TO SECURE LOCATION OF ANCHOR BOLTS PRIOR TO PLACEMENT OF CONCRETE. S1.0-11. THE CONTRACTOR SHALL VERIFY ALL DOOR OPENING LOCATIONS (DETAIL 1/S3.2) WITH THE A&M PROJECT #: S1.0-5. ANCHOR BOLT AND FOUNDATION WALL LAYOUT SHALL BE CONFIRMED BY A PROFESSIONAL LAND ARCHITECTURAL FLOOR PLAN PRIOR TO PLACING CONCRETE FOUNDATION WALLS. 1203-20 SURVEYOR PRIOR TO PLACEMENT OF CONCRETE, S1.0-12. FOUNDATION WALL W2.OA SHALL BE BACKFILLED EQUALLY ON BOTH SIDES OR ADEQUATELY DRAWING NO.: RESTRAINED TO PREVENT MOVEMENT UNTIL THE SLAB-ON-GRADE IS IN PLACE AND S1.0-6. TOP OF PIER ELEVATION VARIES AS NOTED ON THE PLAN. ALLOWED TO CURE FOR 7 DAYS. S1.0-7. REFER TO A/S3.1 FOR PIER SCHEDULE AND DRAWING SOA FOR COLUMN SCHEDULE. S1.0-8. FOUNDATION WALL PENETRATIONS REQUIRED FOR UTILITIES SHALL BE PROVIDED PER DETAIL E/S3.2. ALL LOCATIONS AND ELEVATIONS PER MEP DRAWINGS. STAMP: cl sw V., OF IUgs z p 3N a y .46077 gss E BONA 4q 1 2 3 4 4.6 5 5.3 6 6.3 7 7.1 7.9 8 9 10 A O .2 o I I I � - I a U Ia4 .N. O X�rnrn > uo 158'-0" W � o 101-01110-0 11 28-0 11 -0 6-0' 4-0' 17-0 3-0 10 1-0011 -0 18-0 1 -011 29-0' 1 O'-0 ►-� u� ; 4 EQ SP @ 2'-6" Uj F- 1 4 EQ SP @ 2)-6 6 EQ SP @ 3-0 10 EQ SP @ 2-10j' 4 EQ SP @ 2'-6" 9 EQ SP @ 3-1 = 28-0 7 EQ SP @ 3 0 = 21 -0 7 EQ SP @ 2-10 = 20-0 = 10-0" ' 1" ' " ' " , , ' " ' ' N a 10-0 = 18'-0 = 29-0 = 10-0 A 77— -wl§x45 WELD HU212-3 JST — — — — — —I — — I C1 C1 LIMIT OF LEVEL 2 I HANGER TO TUBE 3-SIDES _ I EXTERIOR DE K PER o CDI ARCH PLANS (TYP.) 1 N N PROVIDE POST C4 IN — — CURTAIN_WALL BELOW PER I X N— W10x19 v C4 (3) 2x 2 C4 (3) 2x12 JC4 (3) 2x1 C4 M — ARCH DWG. (TYP. OF 2) CV 04 N N N N N Cl �/ OF co co t co o to ( + 4 (3) 2x12 Cl (3) 2x 2 C4 (3) 2x12 IC4 (3) 2x1 Cl (3) 2x12 C4 Cl- W12 9 C1 _ I WOOD DECK o 0 o I �" 2x12 TAPERED 3 2x12 3 2x12 PER ARCH DWG' 14 + o o o @ 16" O.C. X C4 X I PROVIDE (2) #4x4'-O" @ 6" O.C. AT ' Y x �, �, BRACE BELOW (TYP.)x I EA RE-ENTRANT CORNER (TYP.) o W10x12 W18x46 1,--� 6x31i. 604 x• I �1LQX12 W16x26 VX40 W10X�2_ 3 C1 �;C 1 C2 C2 C�'/i 3 EQ S 9 @5 '-1 " �``1 - Cl C3 I I I � _ 0 cry I 5 YP. 3 z s41 Q W S4.1 S4. N N N I C!� �1 ...� Y Y C4 co co ^04 I O ry O 2 + N N N N N N N N N N N CV CV CV N N N CV N N N N N N N N N 04 N N N A + N N N N N N N N N N N N N N N N T I Y `1 Y Y Y Y Y Y Y Y Y Y Y O .L � Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y .� Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y '+' 54.1 �) to co co co co co to co co to co co co co to to to to to to too to co to to to to co co co to co 3 co co co co co co co co co co co co co co co ` 04 N °' I = V X M , /� , - - - - - - — 10x1 5 W V Q I6 S1 6" E.O.S. (TYP.) 0 7 S1 I F--- C/) � z0co W10x12 I 4.4 3' oY" 0 7'- 0%� (S4.4 W Ox12 C3 z Q J W10x12 W18x40 W14x22 W16x26 W12x19 W18x40 1 JST STABILITY BRACING O w D Cl 3 // / C1 Cl C1 C1 C1 o W16x26 C1 Cl Y PER NOTE S2.1-7 (TYP) �� Z OI Y Y Y Y Y Y c3 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y _a ---C3 Y Y Y Y Y Y Y Y Y Y O Y Y y. —a —� / — 00 ¢x26 W18x40 _ W1 x19 16x31 C1 M W12x19 W16x26 W18x40 ;/ C3 W10x12 Cl E I C3 Cl I C2 — — — C2 �� C2 C1 Q 3 Co cul� 6 3 11 0 ( N T P. 8 1 r 5/ E.O.S Lij S4.1 S4.1 4 Y Y � i' S4.2 4.1 I PROVIDE JST TCX PER (S4.5 A/S4.2 WHERE OCCURS — — — N � s O + N N N N N N N N N N N N N N N cV N N N N N NI N N N N N N N N N N N N N N N + I 1 W1 X19 Y Y Y Y Y `1 Y Y Y Y Y Y Y Y Y I Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N eq S4.1 PM co c0 co co c0 c0 c0 co cD co co co c0 cD cD co co to to to Y Y `1 `1 Y Y x' ` � e}• d' d- sF � a to co to to c0 c0 to CO to co co to to to co x O) o0 02 ao a2 a2 CO N 5 X co I + r X 11Y" E.O.S.I X ( S4.1 y8" I.O.S. 111Y2" E.O.S. (T C3 C1 I C2 .+� W14x22 C1 W18x40 (TYP.) TITLE: F U W1 x22 W18x35 W12x19 _ _ _ I of C1 16 31 BRACE BELOW (TYP.) IW12x26 (+2 ") BRACE BELOW (TYP.) 1 C3 F.2 w ls--� „ I , „ C26 EQSP @ 2-10 6 EQ P @ 2-10 5 EQ SP @ 2-7 7 EQ SP @ 2'-10 "12nd FLOOR n 7 EQ SP @ 2'-10 " = 20'-0" 9 EQ SP @ 3'-1 " = 28'-O" ( , ,� „ I 1 „ ( >, — — _ — — = 17-0' — — 21 0 13_0 — = 20�o FRAMING G C-4- - - - - - - 4- - - - - - - - - - - - - - - - - 4 PLAN LIMIT OF TRELLIS LIMIT OF SOLID 3 LIMIT OF TRELLIS ROOF BELOW PERT I I ROOF BELOW PERT I S4.4 I ROOF BELOW PER ARCH DWG'S ARCH DWG'S ARCH DWG'S " „ „ DATE ISSUED: 3'-1/1/8 14-0 9-6 -0 10-11Y -0 10'-5% 13-0 6-0 q POST POST POST POST � POST � POST 06-13-2007 A SECOND FLOOR FRAMING PLAN REVISIONS: S2.1 SCALE: 1/8" = 1'-0" F.E.E. = 5T-6" (U.N.O.) 0-ISSUED FOR CONSTRUCTION T.O.S. = 57'-0" (U.N.O.) ,= ' BAL�C41�//L?E ' ' NOTES: a / S2.1-1. SEE DRAWINGS S0.1, S0.2, AND S0.3 FOR ABBREVIATIONS, LEGEND AND STRUCTURAL NOTES. S2.1-6. ALL PENETRATION LOCATIONS AND CLEAR OPENING DIMENSIONS SHALL BE VERIFIED WITH THE DISCIPLINE DRAWINGS REQUIRING THE PENETRATION. NO PENETRATION SHALL BE FRAMED, S2.1-2. FINISH FLOOR ELEVATION OR TOP OF SLAB IS 5T-6", UNLESS NOTED OTHERWISE ON THE PLAN. FABRICATED OR OTHERWISE FORMED WITHOUT WRITTEN APPROVAL OF THE FABRICATOR x DRAWN BY: { y CONFIRM ELEVATION WITH ARCHITECTURAL DRAWINGS. RESPONSIBLE TO UTILIZE THE PENETRATION, UNLESS OTHERWISE NOTED ON THIS PLAN. ALL KEP b PENETRATION FRAMING AND ASSOCIATED SLAB EDGE DIMENSIONS SHALL BE AS SHOWN IN OFF�CEx' r S21 3 F STEEL AN „ - . TOP 0 JOIST BEARING ELEVATION 57-0 , UNLESS NOTED OTHERWISE ON THE DETAIL B/S4.2. A&M PROJECT #: AND GE TIONIS \ PLAN. AN EC S2.1-7. ALL STEEL JOISTS SHALL BE PROVIDED WITH STABILITY BRACING IN ACCORDANCE WITH SJI 1203-20 R S2.1-4. REFER TO COLUMN SCHEDULE ON DRAWING S0.1. REQUIREMENTS. MINIMUM 2 ROWS REQUIRED ON 20K, 18K AND 16K SERIES JOISTS, MINIMUM 1 ! ROW REQUIRED ON 10K SERIES JOISTS. ALL BRIDGING SHALL TERMINATE AT STRUCTURAL DRAWING NO.: „u ;LOBBY S2.1-5. ELEVATED SLAB (SEE DETAIL A/S4.2): STEEL AND BE X-BRACED IN THE LAST BAY OF A CONTINUOUS BRIDGING LINE. 100� (S1): 3Y TOTAL THICKNESS CONSISTING OF 2 /6 NORMAL WEIGHT CONCRETE ON /6 UFS FORM DECK, WWF 6x6-W2.9xW2.9 OVER BEAM BOLSTERS WITH %" COVER FROM TOP OF CONCRETE. PROVIDE #3x4'-6 @ 12" O.C. (UNO) TOP REINFORCEMENT w/180' HOOK OVER EACH PERIMETER GIRDER AT ALL FORMED SLAB EDGES INCLUDING FRAMED PENETRATIONS. LIVE LOAD KEY STAMP: sw OF , w � 3N , TRUCTURA! -4 M0.46077 �ss�uAl� 4q 1 2 3 4 4.6 5 5.3 6 6.3 7 7.1 7.9 8 9 10 0 q 158'-0" 11 Z V goo 10'-0" 10'-0" 28'-0 11'-0" 6'-0' 4'-0" 17'-0" 3'-0" 10-0 1 -0 18-0 1 -0 29-0 10-0 ►--� cn ; I A _ — _ W12x22Cl Cl i _I 1 >> I I 1 I I I I I I B _ — W10x12 — — — W10x12 W12x19 W10x12 W10x12 C1 N N Cl Cl I Cl Cl X X 0 0 N N N S4.5 C W12x19 W12x19 W12x19 W10x12 W10x12 ,' W12x22 W10x12 ------ — , — C3 Cl Cl C2 C2 Cl Cl C1 C3 S4.1 1 \6+' S4.1 0 Q W N 5 O U N Z 0 2 , r N N S4.3 �' M _ X X X 3 X X X X CD S4.1 3 3 5'-4Ya„ 8'-10%" 2'-9y' '-2%" 8'-10%" 7'-11Y" 3 RTU CURB SUPPORTS ( n v W12x19 W12xT9 SEE NOTE S2.1-6 `JJ RTU CURB SUPPORTS TYP. 8 �, SEE NOTE S2.1-6 N N -� S4.2 O S4.3 X o 0 0 �° W10x12 W10x12 CDW12x19 W10—cDx12 o i` C3 O w C1 C3 Cl Cl 3 2x19 Cl Cl C1 W12x1 C1 C1 —� ( , CD 0 �, TYP. o N N o N N o o �� v mm Q 3 S4.2 3 3 T3 3 3 Z (:D — I — W12x19 ———— W12x19 ——— Wl 2x19 C1 W12x19 W12x19 W12x19 C3 W10x12 Cl z C3 C1 I C2 C2 l I C2 C1 d- Q 3 6 4 4 _ S4.1 ' S4.1 S4.5 x S4.1 ( i S4.1 I N A � 0 X' �, ( to 12x19 X X CD tp N' X X O to S4.1 3 \ o N 5 SEE X' CLEAR HOISTWAY BELOW NOTECD t� 6.�j BRACE BELOW (TYP.) SEE S2.1-4 , —I 1 NOTE RAIL HOISTWAY 1 2.1-4� / ' 1 F C3 W1 x12 C1 W12x22 I C2 W10x12 _ _ _ _ ( W10x12 Cl W12x22 TITLE: �i Cl 2x22 Cl W10x12 9'-0" 10'-0" 9'-0° _ C2 9'-6" 10'-0" 9'-6" I C3 1 ROOF STEEL - - - - - - - - - - - - - - FRAMING PLAN I I DATE ISSUED: 06-13-2007 A ROOF STEEL FRAMING PLAN REVISIONS: 0-ISSUED FOR CONSTRUCTION �.2SCALE: 1/8" = 1'-0" T.O.S. = 70'-6" (U.N.O.) NOTES: S2.1-1. SEE DRAWINGS S0.1, S0.2, AND SO.3 FOR ABBREVIATIONS, LEGEND AND STRUCTURAL NOTES. S2.1-2. TOP OF STEEL ELEVATION IS 70'-6", UNLESS NOTED OTHERWISE ON THE PLAN. DRAWN BY: KEP S2.1-3. ALL STEEL ON THIS PLAN SHALL BE PUNCHED PER STRUCTURAL STEEL NOTE 13 ON S.0.2 TO RECEIVE DOUBLE 2x TOP PLATE PER B/S4.3. A&M PROJECT #: 1203-20 S2.1-4. ELEVATOR HOIST BEAM LOCATION SHALL BE VERIFIED WITH ELEVATOR SHOP DRAWINGS PRIOR TO FABRICATION. SEE 4/S4.5. DRAWING NO.: S2.1-5. REFER TO ROOF TRUSS FRAMING PLAN ON DRAWING S2.3 FOR SUPPORTED WOOD FRAMING ABOVE. S2.1-6. VERIFY LOCATION OF RTU AND SIZE OF CURB WITH MEP DRAWINGS AND APPROVED RTU SHOP DRAWINGS PRIOR TO FABRICATION. THE RTU CURBS SHALL BE LOCATED DIRECTLY ABOVE THE BEAMS, JOISTS AND JOIST CAVITIES SHALL BE BLOCKED SOLID AS SHOWN IN DETAIL 5/S4.3. 1 STAMP: 5 sw OF m 3N ? y 77 AL 4q ( 7 1 2 3 4 4.6 5 5.3 6 6.3 7 7.1 7.9 8 9 10 I Uv � 1�) 0 1 q u N n ° axe;� C .77 158'-0" U 3 w 10'-0 10'-0" 28'-0" 11'-0" 6'-0,p 4'-O„ 17'-0" 3'-0" 10'-0" 1 -0" 18'-0" 1 -0" 29$-0)' 10'-0" LIMIT OF ROOF BELOW I ROOF UNDERSIDE o I I 11 DIAPHRAGM WITHIN CD S4.4 CROSS-HATCH SEE r 14" BCI 6000s ' LIMIT OF ROO - - NOTE S2.3-7 ® 24 O.C. Lr I I I I �- IF - . . .. . . TI -7 o o I o 3 > ° LIMIT OF ROOFBELOW o S4.3 ALIGN DT-3 I �- DBL 2x6 ,; " ® - - - - HIP LINE (TYP) OVER BM SEE PLATE (TYP) SOLID I- ST BKC ' " TI - CONT BETWEEN - D _ NOTE S2.3-8 - - - -- PER B/S4.3 - ,- . � ,,- - - - - - - GRID AND D o M SOLID I-JST BKC CONT BETWEEN - r VALLEY LINE ALIGN TRUSS EA SIDE I m N I r sIM. I I ® 2 I• GRID 4 AND 8 ; TYP R (TYP)( ) OF DORMER TYP G� W V.5 SIM TO 5/S4.3 a .r F c2 c�I " f� ; 0 C!) 1 14 BCI 600 s !:�,�.,; r " ;' 2x6 16" O.C. V.4 OVERFRAMING z o S4.5 M 5 ® 24 O.C. g _ (TYP); SEE c_jr 0 = ®� S4.3 ALIGN 14 I-JST �� 2 S N DETAIL 1/S4.3 V I OV R BM; 16d °� �. 0 4 SIMPSON DSC4 DT-2 END TO PLATE ® 3" O.C. I-JST ! S4.5 0 12 TYP. �,� DBL 2x6T 2x PLATE � S4.4 w � C PLATE (TYP) I z 8'-4 " COT BETWEEN ,.. 8'-4 " ® 24" � S4.3 TYP. ~ 0 C/) o GRDB AND E a Q - � O.C. U I - - � o - 2x6 SISTER BCX w z COMMON T USS 3 (TYP AT DORMER) -J I / (TYP) ��. 3 0 12 ( S4.3 ALIGN DT-3 >" I ALIGN DT-3 LIMIT OF � .. , YnT-., BCX EA SIDE OF CUPPOLA ABOVE; ; e OVER BM SEE I 00 S4.4 OVER BM SEE r �q�^3 � ,� ALIGNED TRUSS SEE DETAIL 2 S4.4 _ NOTE S2.3-8 r- z NOTE S2.3-8 € r DBL 2x6 �, n M I ,r PLATE (TYP) Ir cD o 2x8 C�? 6" O.C. 4-0 r , I I OVERF MING (TYP.); 01 SEE DE AIL 1/S4.3 S4.3 RIDGE LINE (TYP) o _ RT-1 I ; RT 1 CN 0 2x6 ® 16" O.C. N ® 24" i C5 r ® 24" �, 7 OVERFRAMING ®� O.C. Q O.C. 2x8 ® 16 O.C. T-2 I I I (If Ix `� OVERFRAMING S4.3 (TYP); SEE " a I ; M DETAIL 1/S4.3 ® 4 O.C. I I I C4 Uo (TYP.); SEE ;, :�,� � � ® DETAIL 1/S4.3 F i N cs TITLE: cl- o w TRUSS ALIGN DT-2LIMIT OFI ROOF ROOF 11`USS ON GRID 2 LIMIT OF ROOF BEL W -� 5-0 7'-0" Lo 12 SIM. I I _ SIM. 8 _ _ _ _ _ - FRAMING - - - - - _ - - - -_ _ - - - - - - - - - _- - S4.3 LIMIT OF ROOF BELOW PLAN - - -PROVIDE SOLID 2x B�LK - - - PLAN BETWEEN EA TRUSS TOP CHORD UNDER LIMIT OF ROOF BELOW CUPOLA PERIMETER PER ARCH PLANS PROVIDE DBL TRUSS EA SIDE OF CUPOLA DATE ISSUED: 06-13-2007 A ROOF TRUSS FRAMING PLAN REVISIONS: �.3SCALE: 1/8" = 1'-O" T/PLATE = 70'-9" (U.N.O.) 0-ISSUED FOR CONSTRUCTION NOTES: S2.3-1. SEE DRAWINGS SO.1, SO.2, AND SO.3 FOR TRUSS PROFILES, ABBREVIATIONS, LEGEND AND S2.3-7. THE UNDERSIDE OF TRUSS BOTTOM CHORDS AND I-JOISTS SHALL BE SHEATHED WITHIN STRUCTURAL NOTES. THE CROSS HATCHED AREA ACCORDING TO THE SHEAR PANEL AND DIAPHRAGM NOTE #4. S2.3-2. TOP OF 2X PLATE ELEVATION IS 70-9 , UNLESS NOTED OTHERWISE ON THE PLAN. SEE S2.3-8. SEE TRUSS LOADING SCHEDULE ON DRAWING S0.1 FOR DRAG FORCES ON TRUSSES DT-1, WING S-6 FOR STEEL FRAMING SUPPORTING WOOD PLATE SEE DETAILS 4 3 D DT 2 AND DT 3. B/4.3 FOR PLATE ANCHORAGE AND SPLICE SCHEDULE. � S2.3-9. CONFIRM RTU CURB DIMENSIONS AND SUPPORT REQUIREMENTS WITH MECHANICAL 'SNQW,D I 1_QW FLA„ " ,, ti r r° DRAWINGS AND SPECIFICATIONS PRIOR TO CONSTRUCTING WOOD FRAMING IN THAT AREA. r r 4 S2.3-3. THE ROOF PITCH IS 8:12 ON ALL SLOPED ROOF AREAS AND THE FLAT ROOF AREA SHALL BE DRAWN BY: 38 ;' 2 PSG ; r r' �, PROVIDED WITH TAPERED INSULATION TO PROVIDE A MINIMUM SLOPE OF Y4":1'-0". REFER TO KEP H� ,.'° .a ,. , , , ;r S2.3-10.ROOF TRUSSES SHALL BE ANCHORED TO THE 2X PLATE WITH AT MINIMUM H2.5 TIES AS �'' F ARCHITECTURAL ROOF PLAN ON DRAWING A1.3 AND ELEVATIONS ON DRAWINGS A2.1 AND , ' t / rf.. h MANUFACTURED BY SIMPSON OR AN APPROVED SUBSTITUTE. THE TRUSS ANCHORS SHALL r A2.2 TO CONFIRM ALL PITCH LINES, ROOF DIMENSIONS AND EAVE DETAILS. BE SPECIFIED ON THE APPROVED TRUSS SHOP DRAWINGS. THE STRUCTURAL ENGINEER A&M PROJECT #: ` RESERVES THE RIGHT TO MODIFY TRUSS ANCHORAGE UPON REVIEW OF THE TRUSS 1203-20 DRIFT�� \ ;` /r ' S2.3-4. SHEAR WALL PANELS ARE REQUIRED ON VERTICAL MANSARD WALLS AS INDICATED ON THE MANUFACTURER SHOP DRAWINGS AND TRUSS DESIGNS. PLAN. SEE SHEAR WALL SCHEDULE ON THIS DRAWING AND SHEAR PANEL AND DIAPHRAGM k a ON DRAWING SO.3. DRAWING NO.: \� f NOTE #1 y�y S2.3-11. FLAT ROOFS ARE ASSUMED TO HAVE CONTROLLED DRAINAGE PROVISIONS AND SHALL BE EQUIPPED WITH A SECONDARY DRAINAGE SYSTEM AT A HIGHER ELEVATION WHICH - Pg ;< ` S2.3-5. SLOPED ROOF DIAPHRAGM SHEATHING PER SHEAR PANEL AND DIAPHRAGM NOTE #2 ON c � E�� E�€r�� y°� � ' PREVENTS PONDING ON THE ROOF ABOVE THAT ELEVATION. THE SECONDARY DRAINAGE � DRAWING SO.3. € E`.... MUST BE SET SO THAT THE MAXIMUM DEPTH OF WATER THAT CAN POND ON THE ROOF 122 PLF S2.3-6. FLAT ROOF DIAPHRAGM SHEATHING PER SHEAR PANEL AND DIAPHRAGM NOTE #3 ON DURING THE DESIGN RAINSTORM IS 2" AT ANY POINT ON THE ROOF. DRAWING SO.3. SNOW DRIFT'PER JST. LIVE LOAD KEY STAMP: OF A o� 1Y" wim �G P A. (TYP) 11 AB PER SCHED REF WALSH 5Y" 5y° v STRUCTURAL (TYP OF 4) 0 REF 1'-0" "°• �, 0 10" g» �SSlOiVALE -' TACK WELD DBL NUT �' TO ANCHOR BOLT - T/ PIER 1'-2" PER PLAN 1' 2" o 0 7" 7" VERT REINF CENTER REINF CAGE ON VERT REINF HEAVY HEX T/ PIER PER PLAN PER SCHED 14%14" EFFECTIVE PIER ° 7" DBL NUT ° ° PER SCHED VERT REINF TYPE-2 COL 1�4 ° d - PER SCHED ° I • ° 11" x 11" x 3/4" PLATE W a ° i L.L ° I ° d o, W N ANCHOR BOLT SCHEDULE W - - c� BP-A °o � EMBEDMENT THREADED .. ANCHOR BOLT ASTM - ° I o MARK DIA. GRADE TYPE LENGTH PROJECTION - - o _ - ° - _ Y 9 2 5» a .. a d . ° O d ..d d 'd TIES PER N V AB-1 34" F1557 2 g" 4„ _ 42� » » TYP 2„�2' a SCHED 2 AB PER SCHED AB-2 Y/" F1557 2 1'-O" 4" - - (TYP OF 4) TIES PER o _ J CENTER REINF CAGE ON SCHED TOW PER PLAN / 6" 7' TIES PER ~ ~ a P_3 o "' 14"x14" EFFECTIVE PIER SCHED r N a CiNo�uS =N REF o xpQ� o TOW PER PLAN P-1 P-2 COL AB PER SCHED COL -- 1'-0„ 7„ U o NOTE: 5�16 (TYP OF 2) 3�16 - W 3 „ » O .p 1. ALL ANCHOR BOLTS ARE TO BE TIED INTO PLACE WITH RIGID TEMPLATE PRIOR TO 9" x 9" x 1" PLATE 10" x 5" x 1/2" PLATE REF 6 o C!] POURING CONCRETE. a - BP-B BP-C 1'-0„ REF a 2. REFER TO COLUMN SCHEDULE ON DRAWING S1.0. 10" ° T/ SHELF PER FDN 6„ ° d VERT REINF E ANCHOR BOLT SCHEDULE D BASE PLATE SCHEDULE WALL SECTION �o a PER SCHED a ° S1.0 SCALE: NOT TO SCALE S1.0 SCALE: NOT TO SCALE ° • ° a . T/ PIER PER PLAN VERT REINF VERT REINF j 44 ° PER SCHED PER SCHED W - ° ° N d °d SEE PLAN PER PIER DETAIL- SEE 1 -2 COL AND BASE COL ° ° w d. a w P—s , CL COL PLATE PER PLAN EQ EQ COL BASE PLATE w W -• �' of W o - •�. - �' TIES PER EQUAL EQUAL / - - PROVIDE TWO TIES 3" 1/4" LEVELING PLATE w/ ° ° 4. `-' `�' ° �� SCHED APART AT TOP OF PIER %" NON-SHRINK GROUT - ° a REFER TO COL SCHED FOR - ° PIER REINFORCEMENT SCHEDULE a COL & BASE PLATE SIZES. PROJECTION PER AB SEE AB SCHED " ° 41. ° ° z o Or PROVIDE 1/4" LEVELING SCHEDULE ON E/S3.1 `� a a ° ° ° 11 ' PIER / TIES VERTICAL FTG � Q v PLATE T PIER ° ° MARK FTG DOWEL (SPACING) DOWEL HOOK Q a 01, A 1 -0 1 -0 1 -0 1 -0 REINF LENGTH LLJw _ 3 - TIES PER TIES PER P_1 4 - #7 #3 (12" O.C.) g" W TOW PER PLAN PIER SCHED PIER SCHED O cy P-2 4 - #7 #3 (12" O.C.) g" A A 2'-o" 2'-0" CLOSED TIES PER z_ �"-, P-3 4 - #7 #3 (12" O.C.) 9" O PIER SCHEDULE O = ^ , ^ U COL ISOLATION PLAN COL AND BASE ° a �; o P=4 PIER P=5 P-4 8 - #8 #3 (12" O.C.) 12" LL U JOINT w/ SEALANT o W w Q PLATE PER PLAN CONT FND WALL REINF p � ; P-5 8 - #8 #3 (12" O.C.) 12" (f5 THRU PIER WHERE OCCURS m " P_6 4 - #7 #3 (12 O.C.) g COL BASE PLATE w/ Y4" LEVELING p °O � „ „ O v, CL COL PLATE w/ %" NON-SHRINK 00 GROUT REINFORCEMENT PER PIER p w `L � ° VERT REINF # # ( ) O Lu SCHEDULE � z LlJ`" � P-7 4 - 5 3 12" O.C. g" --- --- 1Y CLR ° °> X w PER SCHED � U z w Q 1Y2" CLR \ T FTG w d NOTES: _J Q Cn D //�//\//� TOP REINF PER SCHED A ° ° �, - 1. PROVIDE 2 TIES SPACED AT 3" O.C. WITHIN THE FIRST 6" WHERE REQ'D Q ° U� d a FROM TOP OF PIER AND THE BOTTOM TIE WITHIN 3" OF THE TOP OF FOOTING.LLJ a c AB • . ° p 2. PIERS THAT ARE SPECIFIED SHORTER THAN THE MINIMUM ~ SCHED E/S3.1 VERTICAL BAR LAP LENGTH SHALL NOT BE LAPPED AND 3" CLR ��/i�� \ ��/i��/i��/i� „ FTG TOP REINF PER 3 CLR SCHED WHERE REQ'D CIRCULAR CLOSED FOOTING DOWELS SHALL EXTEND TO THE TOP OF PIER r•- 4„ REINF PER FTG SCHEDULE REINFORCEMENT PER TIES OR SPIRAL TIE PER SCHED 3. ALL EXPOSED TO VIEW PIER CORNERS ABOVE ELEVATION MIN FTG SCHEDULE SECTION A-A p=7 50'-0" SHALL HAVE A 1" MINIMUM CHAMFER. 5 INTERIOR COLUMN FOOTING 4 TYPICAL PIER DETAIL A PIER SCHEDULE 4. REFER TO TYPICAL PIER FOOTING DETAIL 4/S-8 �_O SCALE: NOT TO SCALE S1.0 SCALE: NOT TO SCALE S1.0 SCALE: 1" = 1'-0" TITLE: Y„ FILLER_w/SEALANT 10" E REF SLAB PER PLAN #4 CONT 6 PER PLAN FOUNDATION DETAILS 1'-6" PER PLAN ELEVATOR RAILS PER PLAN oO 1Y2" COVER o a AND SECTION 4/S4.5 4" #4 12" O.C. a FIN GRADE SIM 1 S3.2 SLAB PER PLAN COLUMN PER PLAN PER SITE PLAN - - - - - T SLAB d ° d' ° •. PER PLAN DATE ISSUED .. ajC01 ' #4 CONT PER P O N d° ° I / BASE PLATE PER SCHED I #5 1 -6 o.c. 06-13-2007 g„ REVISIONS: ' ° ° FIN GRADE INSULATION PER L #4 12' O.C. VERT EF ° . PER SITE PLAN ARCH DWG a' I FDN 0-ISSUED FOR CONSTRUCTION 9 4-#4 HORIZ EFING a °' T PIER 40 el \��\\��\i d I PER ARCHDAMPPROOFDWG i /,\ INTERIOR COATING PER PLAN ) • �� ° PER ARCH (TYP) ° PIER PER PLAN AND ° I 4- 4 CONT HORIZ FDN INSULATION AND ° a d d # o DAMP PROOFING PER ° a DETAIL 4/S3.1 ° . EQ SPACE i ARCH DWG (TYP) 2x4 CONT KEYWAY (TYP) I ° . CONT 2x4 KEYWAY AROUND (TYP)WATERSTOP L » PER CHIED I°'4 ° FDN WALL REINF PER a x PIER LIMIT OF F4.OW PER ° I E#4 TRANS 48" O.C. 6 6 4/S3.2 WHERE OCCURS T FTG I DETAIL 1/S3.1 OR 4/S3.2 d ° PER PLAN - FTG d ° :o r---------- - ° PER PLAN DRAWN BY T/ d ° d _i 4 . a a Q KEP FDN WALL BEYOND #5 ® 12" O.C. EW (T&B) A&M PROJECT #: 120 -2 3 0 L------------ I » — DRAWING NO.: 3-#4 CONT 2-o FDN PERIMETER DRAIN PER FDN NOTE #8 ON 3 ELEVATOR PIT SECTION 2 FOUNDATION WALL AT PIER 1 TYPICAL FOUNDATION WALL (W2.0) DWG SO.2 S1.0 SCALE: 1/2" = 1'-0" S1.0 SCALE: 1" = 1'-0" S1.0 SCALE: 1" = 1'-0" STAMP: "OF 2" ' 2" MAX _ PIER WOOD POST PER PLAN ��' s FDN WALL 1„ MIN PER PLAN COL B a �.... ° . •, .Q ° • PER SCHED E 1 STANDOFF Y" COMPRESSIBLE COLUMN BASE w/ " S TOP OF FTG v a ° a a JOINT FILLER FULL y PER PLAN z 8 ° PERIMETER AT SLAB ism Ld SSroNAI� '�� T/ EXT SLAB OR 1 CHAMFER (TYP) •. ' .a` °� � � FINISH GRADE PER CONTROL JOINT DISCONTINUE ALTERNATE SITE PLAN i p 2" MAX HORIZ REINF @ CJ ° 36 BAR 2"X4" KEYWAY 1" MIN DEVELOPMENT LENGTH DIA � ° v .. ° • i 4 , I F- D" D.'D T�FTG DEVELOPMENT LENGTH, Ld ° PER PLAN v _j z a a ° BAR SIZE cn z � \ _o °' uj b. ° d #4 19 PIER REINF PER SCHEDULE D ° .D \�/\� Q J "' uj a TOP REINF WHERE D mow ^ a REQ'D PER SCHED ON ° o CONT WATERSTOP OLD POUR NEW POUR LAP BARS BEYOND 7 41 T FTG 1 # DRAWING SO _� N PER PLAN z o N ° ° °° CONSTRUCTION JOINT Ld PER SCHED 8 47" D o N w #4 SMOOTH GALV. DOWELS ® 1» MAX GREASE DOWEL # ° W W Ui c� Y FND AND FTG 1" MIN END IN NEW POUR #9 53" 1Y" CLR ° cn w = 12 O.C.; CENTER ACROSS JOINT �� cn N v_ REINF PER PLAN I I #1p 60» FER PLAN T FTG D r 4 � J N ° 11 67 a E'' o � "B/FTG PER WALL zP-7o °SECTION Y w 'p o s. o T e�° t-- 2T NOTE: 3 CLR \ r O A PROVIDE FLEXIBLE JOINT FTG REINF PER SCHEDULE `'\\'`\'�\'` '`\'`\ Q `� c ) CONT WATERSTOP „ „ 95% COMPACTED SEALANT ON EXPOSED FACE 1. ALL TENSION SPLICES ARE CLASS B LAP SPLICES WITH A LAP LENGTH EQUAL ON DRAWING S0.1 FTG PER SCHED TO 1.3 x Ld (ABOVE). AT F1.0 SPREAD FOOTING — UNDISTURBED MATERIAL Qr' a EXPANSION JOINT OLD POUR NEW POUR 1" PRE-MOULDED COMPRESSIBLE - IS OMMITTED EXTEND PIER JOINT FILLER DOWN TO FROST DEPTH--/ C STEP FOOLING B TYPICAL WALL JOINT C DEVELOPMENT LENGTH OF REINFORCEMENT 3 EXTERIOR POST PIER DETAIL s S1.0 SCALE: NOT TO SCALE S1.0 SCALE: 3/4" = 1'-0" S1.0 SCALE: NOT TO SCALE �-O SCALE: NOT TO SCALE 1/2" COMPRESSIBLE JOINT FILLER w/ PIER -WOOD POST PER PLAN PENETRATION SEALANT IN DIAMOND (SHOWN) OR PER PLAN RE: MEP CIRCULAR PATTERN COL WALL THK 2 ADDITIONAL #4 COLUMN BASE w/ 1" STANDOFF (PER PLAN) X 5'-0" LONG SAWCUT OR PER SCHED 2'-6" 2'-6" HORIZ REINF EF --_ 6 FORMED CONTROL JOINT ABOVE AND EXTERIOR SLAB ON i #4 HAIRPIN (MAY BE OMMITTED n24" PVC SLEEVE BELOW SLEEVE GRADE PER PLAN _ WHEN POST BASE IS DRILLED ' I FIN GRADE _ THRU SLAB INTO PIER) FND WALL D ° 1Y COVER PER SITE PLAN p = ° ALL AROUND --�-- COL PIER OR - D CD PVC SLEEVE COL BASE PLATE T/PIER % ��%\\ D . Q 00 o w Q Z ° D UTILITY INVERT %///// 3 o J Q ° RE: -------------- 0v INTERIOR COLUMN ISOLATION ° REF � D P PIER REINF PER SCHEDULE i z o � _ ( , COL NOT SHOWN D cn cw> W Q OLD POUR NEW POUR a w = Z D SEE PLAN FOR SIZE TOP REINF WHERE '° D.' o � � c� � AND ORIENTATION REQ'D PER SCHED ON o � = v 2 10 - D °. SAWCUT OR FORMED. a I D . DRAWING SO.1 D m c� ,,., N Yi z O 4" 6" °. FILL w/SEALANT & 1/2" COMPRESSIBLE _ �w �r Y" COMPRESSIBLE JOINT COMPRESSIBLE FILLER ALL D D BACKING ROD JOINT FILLER o - o � > O Lu FILLER w/ SEALANT AROUND (TYP EA SIDE) 4-#4X4'-O" W/ SEALANT (UNO) 1Y" CLR L, 2- o w DIAGONAL EF T FTG D D w t.,f N SLAB & REINF PER PLAN WWF P LAN a D ° D —, � CJ7 TOW FFE NOTES: J D PER PLAN 1. SLEEVE SHOWN SHALL BE USED FOR UTILITY PENETRATIONS ENTIRELY BELOW GRADE ON BOTH '- w �r � \//\� 00 D D THE INTERIOR AND EXTERIOR OF FOUNDATION. ° /\/\ 2 KEY RI OR 3„ CLR NO SLEEVES LARGER THAN 12 DIAMETER SHALL BE USED WITHOUT APPROVAL OF STRUCTURAL STRUCTURE , ° D ENGINEER PRIOR TO PLACEMENT. FTG REINF PER SCHEDULE UNDISTURBED MATERIAL NOTE: CONTROL CONSTRUCTION ISOLATION ON DRAWING SOA FTG PER SCHED OR COMPACTED \\ D 3. SLEEVES LESS THAN 4" DIAMETER DO NOT REQUIRE ADDITIONAL REINFORCEMENT SHOWN. AT F1.0 SPREAD FOOTING „ ER #4 CONT. D CONTRACTOR MAY SUBSTITUTE SMOOTH DOWELS FOR KEY. SMOOTH DOWELS SHALL BE STRUCTURAL FILL 24 \ • Y2"� x 1'-6" LONG, GREASE 1-SIDE, CENTER ACROSS CJ, SPACE 1'-0" O.C. IS OMMIDOWNTTO FROST D PND ITH �36" #4 © 12" O.C. E FOUNDATION PIPE SLEEVE B SLAB-ON-GRADE JOINT DETAIL 2 EXTERIOR POST PIER AT SLAB/SIDEWALK ° 6 ^ o x S1.0 SCALE: NOT TO SCALE S1.0 SCALE: NOT TO SCALE S1.0 SCALE: NOT TO SCALE #4 ® 18" O.C. HORIZ D., TITLE: #5 U 12" O.C. VERT -24" MIN OR 40 DIA #5 DOWELS FDN DAMPPROOFING g" ® 12° O.C. FS D PER ARCH DWG o 1'_p" FOUNDATION ° FIN. GRADE DETAILS \� PER SITE PLAN a / 41 . A� o a • d _i #4 NOSE BAR D ^ o VERT BARS REQUIRED (TYP OF 3) Z #5 MIN, REFER TO WALL SECTIONS WWF PER PLAN o' WWF PER TYPICAL 4 INSULATION PER i DATE ISSUED: ARCH DWG ' a LAP OUTSIDE BARS OR PROVIDE CORNER BARS AS SLAB DETAIL 2x4 CONT KEYWAY SHOWN. WHERE SIZES OF BARS DIFFER, USE LARGER DEPTH OF REINF a F.F.E. 06-13-2007 #4 TRANS C� 48 O.C. CONT 2x4 SIZE PER PLAN-- 04 (PER PLAN) . a a a a PER PLAN REVISIONS: 3-#4 CONT KEYWAY �U� � 1 a a CORNER REINFORCEMENT o 0 0 o 0 0 0 7 6 MIL MINIMUM O�COOOo�C�C� �1 0-ISSUED FOR CONSTRUCTION D T FTG MOISTURE BARRIER LIMIT OF F4.OW r---- 1'-0» 1'-0" (:D D O�O�O�O o \ /\ /\ /\ WHERE OCCURS I o . - PER PLAN � �\ /\�\� 24 D D D o a 95% COMPACT 12" \ /\ 11 • • STRUCTURAL FILL PER O O O O O O O i\�� \�� o ° ° PROJECT GEOTECHNICAL ^� ^� ^� �� ^� �� 1,_p„ a #4 ® 12 O.C. �36" ---- \ a REPORT a Z 2'-0" FDN PERIMETER DRAIN (2) ADD'L VERT BARS z `//�\/� , a SEE DETAILS 1/S3.1 AND 4/S3.2 PER FDN NOTE #8 ON #5 MIN, REFER TO WALL SECTIONS o UNDISTURBED MATERIAL 2'-0" 1'-7" DWG SO.2 N 4 � MEETING THE REQUIREMENTS FDN INSULATION ° DRAWN BY: UNDISTURBED MATERIAL OR 2x4 CONT KEYWAY ED v OF FOUNDATION NOTE #2 PER ARCH DWG KEP 3'-7" (F4.OW WHERE OCCURS) COMPACTED STRUCTURAL FILL a ON DWG SO.2 DOWELS TO MATCH ' A&M PROJECT #: LARGEST HORIZONTAL NOTE: REINFORCEMENT BAR SIZE a FDN WALL THK 1203-20 1. SEE NOTE S1.0-12 ON DRAWING S1.0 PER PLAN DRAWING NO.: WALL INTERSECTION REINFORCEMENT 4 HIGH FOUNDATION WALL (W2.OA) D TYPICAL CORNER / T WALL REINFORCEMENT A TYPICAL SLAB-ON-GRADE 1 TYPICAL TURNDOWN SLAB S1.0 SCALE: 3/4" = 1'-0" S1.0 SCALE: 1/2" = 1'-0" S1.0 SCALE: NOT TO SCALE �-o SCALE: NOT TO SCALE 1 STAMP: , "OFIy S o� AL i 46077 SSONALE ' 4 5 E F.2 C D 17'-0" 22'-0" 20'-0" N a 1 M y N n-i 8-6 8-6 11 -0 o Uj-- W12 16 W12 W (ROOF) TOS ROOF 70'-6" w O o m a un - f �+ \\� TYP 7 7 � S4.2 3 S4.2JK S4.2 S4.2 W12 W1W16 TOS LEVEL 2 6 n(p 6 �, M=45 FT-K M=45 FT-K uNo) (uNo) ti Jr 5 Typ �,�.� o�+ 5 nrP S4.2 h S4.2 45 FFOE .;, OIL B/BASE PL T/PIER +1» 0 � Lu 6 FRAME ELEVATION LINE E 4 FRAME ELEVATION LINE 7 K2 FRAME ELEVATION LINES 2 AND 11 z 0 S2.1 SCALE: 1/8" = 1'-0" S2.1 SCALE: 1/8" = 1'-O" S2.1 SCALE: 1/8" = 1'-O" 0 0� o U W ::D co � '- o � z O zQ W � � U z < - z 5.3 6.3 E F E F _ Z Cn Q 20'-0" 20'-0" 20'-0" r = 10'-0" 10'-0 W12 W12 W16 TOS ROOF 70'-6" � yss �M yss TITLE: TYP 7 7 3 S4.2 3 /\,,,S4.2 S4.2 STEEL FRAMING W16 1 W12 W16 TOS LEVEL 2 1 , 6 .. . 6 M=45 FT-K M=45 FK ELEVATIONS TW� yss S4.2 y S4.2 5 Ty, �,�� off+ 5 S4.2 ' 0 S4.2 FFE 45'-0" DATE ISSUED: B/BASE PL 1 � T/PIER +1" 06-13-2007 �» REVISIONS: 0-ISSUED FOR CONSTRUCTION 5 FRAME ELEVATION - LINE C loe 3 FRAME ELEVATION - LINE 4 1 FRAME ELEVATION - LINES 1 AND 10 �-l SCALE: 1/8" = 1'-0" �-l SCALE: 1/8" = 1'-0" �-l SCALE: 1/8" = 1'-0" DRAWN BY: KEP A&M PROJECT #: 1203-20 DRAWING NO.: 1 STAMP: t1 OF OPENING PER ARCH OR MEP 3-SIDES (SEE NOTE #2) 3/16 FORM DECK PER PLAN ` c — — — J BM NOTE #2 BM REFEp\��'c� Of L/3 OVERHANG COL OR SUPPORTING SS�NALENG L4x4x5l6 HEADER ANGLE L4x4xY8 xO'-6" LONG o (3'-0" MIN) (SEE NOTE #1) BM PER PLAN `� 7 STEEL BEAM OR JOIST I M POUR STOP AS REQUIRED TO STANDARD FRAMED L4x4x%6 (SEE NOTE #3) (WHERE OCCURS) ( SUPPORT CONSTRUCTION BEAM CONNECTION PER LOADS (SEE SCHEDULE) AISC "MANUAL OF NOTES: QA OPENING LARGER THAN T-0- ° ° ° ° ° a STEEL CONSTRUCTION" BEAM PER 1. HEADER ANGLES SHALL BE SHIPPED LOOSE, FIELD CUT, AND FABRICATED BY GENERAL CONTRACTOR TO (9TH EDITION), PART 4 PLAN SUIT SIZE AND LOCATION OF OPENING REQUIRED FOR THE APPROVED EQUIPMENT FIELD WELD TO ( #4 @ 12" O.C. w/180' HK END SUPPORTS. (UNO ON THE PLAN) W.W.F. (PER PLAN) 2. VERIFY LOCATION AND SIZE OF ALL PENETRATIONS WITH THE DISCIPLINE DRAWINGS REQUIRING THE PROVIDE SLAB BOLSTERS 3D 1-9 PENETRATION. w/ RUNNERS CONT OVER h 3. SHOP FABRICATE SUPPORTS BASED ON JOIST SPACING. BEAMS/JOIST 3D El P P4 V a O Z ° 4. CONCRETE POUR STOP AND PERIMETER REINFORCEMENT REQUIRED AROUND ALL OPENINGS LARGER THAN r 1'-0". POUR STOP, REINFORCEMENT SIZE AND SPACING PER PLAN AND DETAIL A/S4.2. I I Uj JOIST PERPENDICULAR BEAM PER 2 5. OPENINGS 1'-0' AND LESS SHALL BE BLOCKED OUT WITH FORMWORK AND DECK CUT AFTER CONCRETE TO DECK SPAN PLAN 'G+ F.., p U N s HAS CURED. .c o 6. OPENINGS FROM 6" AND UP TO 12" IN EITHER DIRECTION SHALL BE REINFORCED WITH A SQUARE OR BEAM OR JOIST TYP � U s RECTANGULAR SHEET (0.071 THK) THAT IS 12 LARGER THAN THE OPENING ON ALL SIDES. FASTEN SHEET PERPENDICULAR W c TO DECK W/#10 SCREWS @ 4"O.C. AROUND THE SHEET PERIMETER PRIOR TO PLACEMENT OF CONCRETE. TO DECK SPAN 7. OPENINGS LESS THAN 6" DO NOT REQUIRE REINFORCEMENT. THESE OPENINGS MAY BE CORED THROUGH a THE SLAB AFTER CONCRETE HAS CURED IN LIEU OF PROVIDING FORMWORK TO BLOCK OUT THE OPENING a PRIOR TO CONCRETE PLACEMENT. rB" SLAB PENETRATION DETAIL EOS BM FORM DECK PER PLAN W.W.F. (PER PLAN) BM r3" DOUBLE ANGLE BEAM CONNECTION S2.1 SCALE: NOT TO SCALE #4 CONT (TYP) PER PLAN 1 3'-0" (MIN) I S2.1 SCALE: 1" = 1'-O" #3 @ 12"I O.C. w/180' HK END 4" MINI (TYP) CONT (UNO ONITHE PLAN) Y4" COVER L3Yx3Y2xY4 SEE PLANS FOR SLAB THICKNESS AND STEEL DECK REF JST 3/16 1y„ 5" A (TYP) STD. GAGE EA TCX STD. 0 JLo 2n 0_ U 2 I I STANDARD FRAMED SINGLE PLATE OR 1/» - i THRU-PLATE BEAM CONNECTION PER ° "� BOLTS (TYP) ( I AISC "HSS CONNECTIONS MANUAL" BOLTS PER SCHED COL Pg 4-98 THRU 4-100 ) � COL � 1 Q < W(TYP OF 4 10" x 5" x 1/2" PLATE A O o ---- O CP-A � S,D! GAGE UPPER COL AND z II II J COL B i i PLATE WHERE _1 0I I 0I O = U 0I I I I Oo BEAM PARALLEL OCCURS 1 1 TO DECK SPAN (GIRDER) w v Q ---- BM PER i 1 „ i C/5 PLAN 1Y" i i 1J2" O C/) POUR STOP SCHEDULE POUR STOP SCHEDULE NOTES I I BEAM PER PLAN 3/16 3-SIDES O w Z MIN 3/" THICK PL I I SLAB POUR STOP U A. TABLE AT LEFT INDICATES MINIMUM OVERHANG MATERIAL POUR STOP REQUIREMENTS. REFER TO i i (f) I NOTES: SECTIONS AND DETAILS FOR FURTHER Q �- I HSS COL PER PLAN 1. TYPICAL FOR ALL ELEVATED SLABS UNLESS SHOWN OTHERWISE. < 5" 16 GA. REQUIREMENTS. z - ( I WEB 1 = r 5„ TO 6 14 GA. B. IN THE CASE OF CONFLICT BETWEEN STIFFENER i i SECTION B-B Cn h z 2. OPENINGS SHALL BE REINFORCED AND FORMED IN ACCORDANCE WITH DETAIL B/S4.2. THE SCHEDULE AND A DETAIL, THE DETAIL PLATES EA i i Q 7" TO 9" 12 GA. COL PER SHALL GOVERN. SIDE 10" TO 11 10 GA. PLAN (TYP.) r 12" TO 18" Y" PLATE ELEVATION A-A B 8 SINGLE PLATE BEAM CONNECTION A TYPICAL ELEVATED SLAB 2 CAP PLATE SCHEDULE S2.1 SCALE: 1" = 1'-0" �-l SCALE: 1" = 1'-0" 1,s.�.2SCALE: NOT TO SCALE TITLE: REF REF COL PER SCHED BACKING BAR TO N. FILLET FRAMING DETAILS STIFF PLATE SHOP WELDED REF WELD DBACKNG TO COLUMN FLANGES & WEB BAR TO FLANGE BRACE PER \ PER ELEVATION WITH FULL PENETRATION PLATE ELEVATIONS \ \ \ GUSSET PL GROOVE WELDS OR FILLET \\ \ ()/2" MIN) WELDS (AS REQUIRED) BEAM PER PLAN COL PER PLAN I DBL ANGLE CONNECTION PER PLA \\ \ TOS ��Q W/A325 TC BOLTS ASFULL FIELD DATE ISSUED: A325 (TYP) N G� REQUIRED PER DESIGN SHEAR PENETRATION GROOVE \ 4 \ WELD @ TOP & BOTTOM 06-13-2007 \ COL PER SCHED - - - - - - - - BM ERECTION BOLT \ WP 2 \\ \\ (TYP) REVISIONS: AS REQ'D \ \ 0-ISSUED FOR CONSTRUCTION HSS BRACE PER \ \ ELEVATIONS \ TOS TYP / \ \ \ PER PLAN 2 � i W � ERRCTION BOLT CO AS REQ'D ERECTION BOLT / / \\\\\ HSS BRACE PER AS REQ'D \ BE PER NT F PLAN RAME TYP ELEVATIONS GUSSET PL REMOVE BACKING PROVIDE WEB DOUBLER DRAWN BY: BEAM PER PLAN / \ (Y4" MIN) W BASE PL PER SCHED BAR, BT PASS & I PLATE(S) AS REQUIRED KEP DBL ANGLE SHEAR CONN ROOT PASS & AT BM AND GUSSET P�� B BP REWELD WITH MOMENT FRAME COLUMN A&M PROJECT #: g� FILLET WELDS TOP PER PLAN AND BOTTOM OF 1203-20 TYP BOTTOM FLANGE � DRAWING NO.: 7 BRACE AT COLUMN (STRONG) 6 BRACE CONNECTION - MID BEAM 5 BRACE AT COLUMN BASE (STRONG) 1 MOMENT CONNECTION (STRONG AXIS) �-l SCALE: 1" = 1'-0" �-l SCALE: 1" = 1'-0" �-l SCALE: 1" = 1'-O" �-l SCALE: 1" = 1'-O" 1 STAMP: "OF M REFo� 2'-4" -, BM, 2x PL PL SPLICE SHEAR BLOCK PER ti 1'-6" (MIN) 1'-0° DETAIL 9/S4.4 MAX SPLICE LENGTH (SEE SCHEDULE) SPACING @ 8'-0" O.C. (4'-0" MIN) ALE Sg (TYP) /ON 77 TYPE A SPLICE (U.N.O.) CL 2'-0" (MAX) 2'-0" (MAX) (MAX) (MAX) ROOF TRUSS PLYWOOD ROOF 4 N i PER PLAN I DIAPHRAGM SHEATHING I i S4.3 - - - - - - - - - - - - - - - - - - - --ill F_ — I PER SHEAR WALL J �— — —i. DIAPHRAGM ON DWG S0.3 6„ SLOPE ROOF DIAPHRAGM SHEATHING PER PLAN I I (MAX) TRUSS CLIP PER MFR. 2x PLATE PER PLAN I DBL 2X PLATE PER PLAN REFER TO ARCH DWG'S DIAPHRAGM EN I I a 3/8" A307 BOLT (TYP) I FOR EAVE FRAMING I COL BELOW DETAILS SHEAR WALL EN �..,✓ L j BM BELOW (TYP) DOUBLE PLATE SPLICE SCHEDULE O � a I I BEAM PER PLAN ---------------EXTERIOR WALL PER � ti ARCH DWG'S TYPE SPLICE LENGTH ATTACHMENT Q w NOTES: 70, (TYP) 2X BLKW 1. 2x PLATE SHOWN IS THE PLY DIRECTLY IN CONTACT WITH STEEL. THE UPPER PLY OF THE A 4'-0" 16 - 16D NAILS 3" O.C. X s DOUBLE PLATE SHALL BE THRU-BOLTED AT SAME LOCATIONS AS LOWER PLY AND HAVE NOTES: y o P R STAGGERED SPLICES NAILED IN ACCORDANCE WITH DETAIL A/S4.3. SHEAR WALL SHEATHING o 1. TRUSS EAVE OVERHANG PER TRUSS PER DETAIL 4/S4.3 Z V a g a 2. ALTERNATE FASTENERS FOR THRU-BOLTING WITHIN 6" OF PLATE SPLICES MAY BE SUBMITTED MFG S DRAWINGS. W 0 FOR REVIEW AND APPROVAL. BEAMS SHOULD BE PUNCHED AS SHOWN WITHIN 12 OF BEAM 2. FASCIA AND EAVE SOFFIT DETAILS ENDS AND AT 24" O.C. MAXIMUM STAGGERED ALONG THE BEAM. PER ARCH DRAWINGS. 9 A leoo B DOUBLE TOP PLATE ANCHORAGE 7 TRUSS BEARING AT PERIMETER A DOUBLE TOP PLATE SPLICE S2.3 SCALE: 3/4" = 1'-0" S2.3 SCALE: 3/4" = 1'-0" S2.3 SCALE: 1" = 1'-0" REF ROOF DIAPHRAGM DIAPHRAGM EDGE NAILING PER PLAN SHEATHING PER PLAN 2X BLK (TYP) 2X BLK BTW EA TRUSS SHEAR BLK EA JST CAVITY ROOF TRUSS PER PLAN PER 4/S4.3 (TYP) - - -j — 71- - - - 77 - - - � JST PER PLAN � II II I SHEAR BLOCK PER I — J '' '�' '� SHEATHING PER PLAN Cn DETAIL 9/S4.4 MAX � I I I I '' ' ''',' ' ,' ''',' ,','''',', '',' AND SHEAR BLK EA JST W ' CAVITY TYP. ALONG O SPACING @ 8'-0" O.C. I I I 2 ROWS 16d @ 3" O.C. (TYP.) ' ' ' ' ' MANSARD WALL (TYP.) EN I ROOF OVERFRAMING PER 2X BLK BTW TRUSSES CONT �'�' ��'�' '�� '��'�' '�� '��' '�� '�' / DT PER PLAN I O 1 S4.3 AND ARCH , ALONG DT PROVIDE 2X10 DRAWINGS / v AT DIAPHRAGM EDGE TO SIMPSON H2.5 @ EA 6" PERMIT PLYWOOD EN 16d ® 3" O.C. CONT ,' I �— II II W � I MTL STUD (TYP.) ALONG TRUSS TO BLK 2x6 BCX (TYP.) T/ PLATE PER PLAN PROVIDE I-JST BLK SIM TO O ROOF TRUSS PER PLAN UNDERSIDE DIAPHRAGM PER ',' ' ' ',' 5/S4.3 OR PLYWOOD SHEAR DBL 2X PLATE PER PLAN ,' ',' MIN 3Y" BRG FOR JST AND — — PLAN WHERE OCCURS BLK SIM TO 9/S4.4 W ROOF TRUSS PER PLAN TRUSS (TYP) PROVIDE MIN %"x2%s' v BEAM PER PLAN \ \ \ \ \ \ \ \ \ Q DIAPHRAGM EN \� \� \� \� \\ .\ \\ \` \` \� \� \` \� WEB STIFF EA SIDE l \ \ \ \ \ \ \ l \ \ \ \ \ SIMPSON H2.5 EA \ \ \ \ l \ (TYP.) �-- TRUSS CLIP PER MFR. TRUSS \ \ \ \ \ \ \ \ \ \ \ \ \ \ ATTACH CONT 6" MTL DBL 2X PLATE PER PLAN - \ \` \l\`\\ \\l`\ \\\l\ l\\ T PLATE \ STUD TO 2x6 BCX w/2-FASTENERS PER PLAN Cn BEAM PER PLAN 2-26 PT PLATE r 16d NAIL JST BLK TO JST 3" O.C., MIN 4 NAILS PER BM PER PLAN BLK 6 TRUSS PARALLEL SHEAR TRANSFERK4"'*-NMANSARD SHEAR WALL 2 INTERIOR TRUSS BEARING PROVIDE WOOD BLK S2.3 SCALE: NOT TO SCALE S4.3 SCALE: 1/2" = 1'-0" S2.3 SCALE: 1" = 1'—O" AROUND RO PER ARCH DWG _ TITLE: CL 16d ® 3" O.C. o 2X8 CONT BLK o RTU CURB PER MFG FRAMING DETAILS o " PLYWOOD SCREWED TO 3 DRAG TRUSS IMMEDIATELY 2x6 ® 6" O.C. ON ALL S4.5 2x BLK PER RTU MFG AS ADJACENT TO BEAM LINE PANEL EDGES 2x6 (TYP.) REQ'D SCREW TO MTL. TRACK FLAT ROOF -JST BLK NAILED T 3" PLYWOOD SHEATHING PER ( DIAPHRAGM EN O.C. TO 2X PLATE (TYP.) jk T PLATE W/ 2-ROWS ® 12" O.C. PLAN PER PLAN (TYP.) MAX 16d 3" O.C. 2x10 RIDGE DATE ISSUED: 2x6 COLLAR TIE @ BOARD RIDGE LINE _L_ Of I-JST WEB STIFF (TYP.)--,, 06-13-2007 2x6 HORIZ. & DIA. DBL 2x TOP PLATE , i ¢ � � � � � � � � � ti � � 48 O.C. (MAX) BRACES @ 16 O.C. BEAM PER PLAN REVISIONS: l l SHEATHING PER NAIL JST TO PLATE @ 3 �� ti �� (4) 16D EA END 0-ISSUED FOR CONSTRUCTION O.0 ALONG OPENING TRUSS OFFSET FROM BEAM PLAN � � � � � � � � � � � �. PER 12 (2) 16D © EA BLOCK PLAN FLOOR SLAB PER PLAN i i 16d MIN 6" O.C. OPTION A: SIMPSON A34 ONE SIDE OF 2X OVERFRAMING 2nd FLOOR CONT 2X BLK AT TRUSS BOT CHORD TO PLATE © 9" O.C. PER PLAN PER PLAN DIAPHRAGM EDGE CONT 2X OPTION B: WHERE TRUSS FLUSH TO SIDE „ NAILER ALONG POUR STOP PER T PLATE OF PLATE, SIMPSON LTP4 @ 16 O.C. VALLEY DETAIL A/S4.2 PER PLAN 2X BLOCKING 2-HILTI X-ZF PIN w/ MIN � UNDERSIDE DIAPHRAGM DBL 2x TOP PLATE @ 32" O.C. DRAWN BY: ' 1Y" EMBED INTO SLAB @ PER PLAN WHERE OCCURS TRUSSES KEP 12" O.C. (TYP.) BM PER PLAN BEAM PER PLAN DIAPHRAGM EN BEAM PER PLAN PER PLAN A M PROJECT #: TRUSS DIRECTLY ALIGNED WITH BEAM 203-20 DRAWING NO.: 8 WINDOW BAY SECTION AT BASE K5 RTU CURB SUPPORT 3 TRUSS PARALLEL SHEAR TRANSFER 1 OVERFRAMING DETAIL S2.3 SCALE: 3/4" = 1'-0" S2.3 SCALE: 3/4" = 1'-0" S2.3 SCALE: NOT TO SCALE S2.3 SCALE: 1/2" = 1'-0" 1 STAMP: .-v "OF h/ e DORMER PER PLAN OVERFRAMING PER 4'-8" 4'-8" TRUSS TRUSS 6 EA SIDE COL 1/4 7 ' n DETAIL 1/S4.3 2X6 SISTER BCX ON AL0 REF S TERM c cis�OIV --- TRUSS (TYP) PER PLAN , PROVIDE MTL STRAP i � 2X6 SISTER BCX ON 2X SHEAR BLOCK .MUST BE � � PROVIDE 2-Y2' DIA HSS COL PER PLAN @ EA ALIGNED TRUSS , \ EA SIDE OF ALIGNED IN CONTACT w/DIAPHRAGM I ERECTION BOLTS PER SJI PROVIDE COL CLOSURE AS REQ'D (500# TENSION) TRUSS PROVIDE BLK SHEATHING 1 4 L4x4x% x 0'-4" BTWN (TYP) SLAB PER PLAN AND jk T PLATE ROOF SHEATHING DETAIL A/S4.2 PER PLAN PER DIAPHRAGM PANEL EN @ 6 O.C. PER L J NOTE #2 ON S0.3 DIAPHRAGM NOTE #2 ON SO.3 I I I I I TOS ( I I 15/32 PLYWOOD SHEATHING jk FFE I a I PER PLAN I I _ 'I LIMIT OF DORMER 6 MTL TRACK PER PLAN PER ARCH DWG I I T/SHEAR BLK BOTH SIDES NAILED @ 3 _ I v AS REQ'D O.C. AT PANEL EDGES I ( 2X SHEAR BLOCK TOS I I I i DBL 60OS162-33 MTL ROOF TRUSS PER PLAN I y ' FRAMING (TYP) I CONNECTION PER ( I �° Do — I V KING STUD EA JAMB I I PER PLAN ',' ',', I I N R AND TRIPLE BEYOND 3 ' • DETAIL 8 S2.116d NAILS @ 3" O.C. AT INSIDE CORNER I = O o f 2X PLATES PER T PLATE ,• � f � � � , PLAN I � I ZBM PER PLAN I „ DBL 60OS162-33 i i PER PLAN I I I I COL PER PLAN I COL PER PLAN SILL I I WW E- � r+ V NO M� _ 0 BOLTS L4x3 TO BM (T&B)2-3" o rn� I IV 4 R.O. PER ARCH DWG TIE JOIST PER PLAN o° a ADD WOOD PER NOTE: 1/4 PROVIDE SHORT SLOTTED HOLES U v , o I ( ARCH DWG 1. SHEAR BLOCK SHOWN MAY BE SUBSTITUTED WITH A PRE—MANUFACTURED BCX @TIE JST @STD BM GAGE PARALLEL TO BM ( W O a 3 LA SPAN FOR FIELD FIT. SHEAR BLOCK CAPABLE OF RESISTING A RACKING SHEAR OF 1,200 LBS. PROVIDE ERECTION STABALIZER c!] p FIFEPL AS REQ'D PER SJI PER PLAN — —— — — — — — — — — 2. WHERE HEIGHT OF BLOCK IS 11 OR LESS A CONVENTIONAL 2x BLOCK L4x3xaxO'-10" LLH T&B EA END :U c 8 MAY BE SUBSTITUTED, KEEP BOTTOM 2x BLOCK AS SHOWN. a ' .3 12 DORMER ELEVATION S4 9 SHEAR BLOCK DETAIL 6 TIE JOIST AT COLUMN DETAIL 3 ELEVATION �.3SCALE: 1/4" = 1'-0" S2.3 SCALE: 1" = 1'-O" S2.1 SCALE: 1" = 1'-0" S2.1 SCALE: 1" = 1'-O" REF PER PLAN FLAT ROOF DIAPHRAGM EN CUPOLA FLAT ROOF DIAPHRAGM � 0 SHEATHING PER PLAN ROOF INSULATION, MEMBRANE, FACIA AND PROVIDE SIMPSON HCP-2 PER ARCH DWG ROOF SHEATHING PER @ EA HIP RAFTER WOOD CONSTRUCTION W FINISHES PER ARCH DWG'S — — — — — ! — — — — NOTE #9 ON DWG SO.3 I cry X cx cx cx Q --1 I 2x6 N N N I HIP RAFTER (TYP) RIM BOARD PER MFR I 2x6 2+� '00 2x6 I CD CIO = v i oa� REQUIREMENTS " I 2x6 2x6 I = Lu V Li 2x4 @ 16" O.C. CUPOLA 2x6 ti 2x6 I—JST BLK BY MFR. (1 @ L�, z O T PLATE 8'-0" O.C. MAX.) EA JST WALL STUDS BELOW (TYP) i 2x6 2x6 w ` PER PLAN BAY MUST BE BLOCKED to O 16d @ 3" O.C. AT LINES C, E AND 2 i " N N CV N (.,) Q JACK RAFTERS @ L — — — — — — — — �— DBL 2X PLATE MTL STUD WALL 16" O.C. MAX (TYP) PER PLAN PER ARCH DWG S PER ARCH DWG S LIMIT OF ROOF PER ARCH DWG � z BEAM PER PLAN NOTE: r 1. ROOF SLOPE AND CUPOLA LOCATION PER ARCH DWG. 11 FLAT ROOF JOIST SECTION 2 CUPOLA FRAMING �.3SCALE: 1" = 1'-0" �.3SCALE: 1/4" = 1'-O" TITLE: CONCENTRATED CONCENTRATED FRAMING DETAILS LOAD LOAD REF L2X2X)/4" REINF > 3" ANGLE Z 2Y"MIN BRG LENGTH (TYP) OFFSET JST AS REQ'D FOR PROPER BEARING REINF 1 8 1 1 2 ANGLE TYP 1/8 1 1/2 FORM DECK 3/16" jk PER PLAN DATE ISSUED: FIFE PER JOIST PER PLAN REVISIONS: PER PLAN jk TOS 0-ISSUED FOR CONSTRUCTION > 3" SECTION Z PER PLAN Z HANGING LOAD TYP 3/16" NOTES: JOIST PER PLAN BEAM PER PLAN DRAWN BY: KEP 1. INSTALL JOIST REINFORCING IF LOAD APPLICATION POINT IS GREATER A&M PROJECT #: THAN 3" FROM JOIST PANEL POINT 1203-20 2. SHIP L2x2 LOOSE AND FIELD CUT TO LENGTH FOR SPECIFIC JOIST DRAWING NO.: REINFORCING CONDITION. r0 JOIST POINT LOAD REINFORCEMENT 7 JOIST BEARING ON BEAM DETAIL S2.1 SCALE: 1/4" = 1'-0" S2.1 SCALE: 1" = 1'-0" 1 i STAMP: OF No.46077 c i jEQI� E�'� WINDOW R.O. PLYWOOD SHEATHING (TYP.) �SS�OIVAL -t PER MFR. SCREW PLYWOOD TO EA. MTL STUD ® 6" O.C. (TYP.) J SHIM WHERE o o < REQ'D @ R.O. o >- CD o - J Z d = U 2x6 JAM (TYP.) z w < ui >< Z_ q Li Li U � y a � q ATTACH DBL. STUD WITH BAY SIZE 2-ROWS OF SCREWS @ 12" " q PER ARCH O.C. THRU SHEATHING '`" F.. a c U N s m m mm F� G 0 U " „ ua to" OA >` q 3 WINDOW BAY PLAN VIEW S2.3 SCALE: 1" = 1'-0" SLOPE ROOF FLAT ROOF DIAPHRAGM PER PLAN DIAPHRAGM PER CONT 2X PURLIN PLAN CUT TO PROFILE DIAPHRAGM EN 0 � I F E COL COL I-JST PER PLAN ROOF TRUSS PER Q W Q PLAN O c7) z T/PLATE O = 0SIMPSON A34 I-JST TO PER PLAN r u uj Q PLATE ® 9" O.C. BTW C/) HOIST BM PER PLAN GRIDS E & B 2X6 BLK EA TRUSS BAY O ROOF LEVEL DBL 2X PLATE OR CONT BAND AT ELEV=70'-6" PER PLAN TRUSS BRG TRUSS END BY MFR O uj Q CONN PER �� 1 DETAIL 7/S4.3 v BEAMPPAN I i i BEAM PER PLAN r � r Z 2 FLAT ROOF/TRUSS SECTION S2.3 SCALE: 1" = 1'-0" 2nd FLR T.O.S. / S4.2 ELEV=57'—O" ( 1 TITLE: BEAM PER L3x3x PLAN EA SIDE HSS4x4 SLOPE ROOF FLAT ROOF DIAPHRAGM PER PLAN -+� DIAPHRAGM PER CONT 2X PURLIN FRAMING DETAILS BM o X X PLAN CUT TO PROFILE i N NLo DIAPHRAGM EN z SOLID I-JST CONT EA JST BAY BTW I I GRID D & B ROOF TRUSS PER BM PER PLAN PLAN DATE ISSUED: 8,—6" II WP PER PLAN 1st FLR 06-13-2007 III ELEV=45'-0" r: .:`. '` T PLATE REVISIONS: BP-C AND ANCHOR , PER PLAN 0-ISSUED FOR CONSTRUCTION " PLATE a I-JST PER PLAN BOLTS PER SCHEDULE 3-SIDES 1/4 III '\ 1 SIMPSON A34 I-JST TO PLATE 2X6 BLK EA TRUSS BAY II � GRIDS E & B OR CONT BAND AT TRUSS BRG TRUSS END BY MFR 4. :- ,; ': : .: :,. `;.. . DBL 2X PLATE WT HORIZ. BRACE CONN PER PER PLAN PER PLAN DETAIL 7/S4.3 BEAM PER PLAN 3" \\ NOTE: DRAWN BY: TS 1. CONTRACTOR SHALL VERIFY ELEVATOR RAIL AND HOIST BEAM KEP 4-�"0 BOLTS�� LOCATION PRIOR TO FABRICATION. A&M PROJECT #: 1203-20 DRAWING NO.: A HORIZONTAL BRACE 1'4 **N ELEVATOR SHAFT FRAMING 1 FLAT ROOF/TRUSS SECTION �.2SCALE: NOT TO SCALE 1�11�-l SCALE: 1/4" = 1'-0" �.3SCALE: 1" = 1'—O" 4 , 5 . ................. STAMP: r EXTERIOR WALL FIRE PROTECTION LEGEND o� 9c� ��,ZN OF,yq N o AN ^ SPRINKLER TO WET PIPE NEW WORK PIPING (INDICATED AS HEAVY LINE) AL SPR. SYSTEM ZONES. N. Q 3�98� -F-�— F FIRE SERVICE BELOW GRADE OR BURIED ,� 'sT��q�w SS/OwL E��\ it FIRE MAIN 1 --WS--- WS WET SPRINKLER PIPE ALARM CHECK VALVE WITH ALL == GAUGES, SWITCHES AND INDICATING VALE — D — D SPRINKLER DRAIN MISCELLANEOUS TRIM REQUIRED WITH TAMPER SWITCH FOR OPERATION. 1► —FDC— FDC FIRE DEPARTMENT CONNECTION PIPE O PIPE TEE LOOKING UP 6" DOUBLE CHEC WATER FLOW SWITCH ITV H VALVE ASSEMBLY 4" CHECK TO AUTOMATIC SPRINKLERS PIPE TEE LOOKING UP m ° co TYP. 6" OS&Y VALVE WITH _—o UP PIPE ELBOW UP < o GATE VALVE W/ f BALL DRIP00 co TAMPER SWITCH TS TS 4" TO FDC —� DN/DROP PIPE ELBOW DOWN OR DROP 6-6 = oU0 1" TEST PIPE LOCATED ON � �� CONT CONTINUATION U PRESSURE GAUGE THE MOST REMOTE END OF ----� 6" FIRE MAIN HIGHEST SPRINKLER ZONE FLOW IN DIRECTION OF ARROW z w U- FINISH FLOOR 36" 1" INSPECTOR'S TEST VALVE WITH SIGHT CV CHECK VALVE �_ GLASS INSTALL ACCESS PANEL IN JFG z LOCATION SHOWN ON DRAWINGS IDENTIFY GV GATE VALVE Qj - ZONE ON PANEL AS SPECIFIED TS GATE VALVE WITH TAMPER SWITCH Z U Q LO PIPE STAND SMOOTH BORE CORROSION RESISTANT �AT.- OS&Y W/TS OS & Y GATE VALVE WITH TAMPER SWITCH > = N OUTLET GIVING FLOW EQUAL TO (1) 2" MAIN DRAIN TO BE SPRINKLER. TERMINAL LOCATION SHALL TS BV W BALL VALVE WITH TAMPER SWITCH Of ff PIPED TO OUTSIDE. BE APPROVED BY THE ARCHITECT PRIOR FINISHED GRADE TO INSTALLATION ® WACV ALARM CHECK VALVE (WET SYSTEM) eL'p;=q O o DACV ALARM CHECK VALVE (DRY SYSTEM) CB 0 Of DOUBLE CHECK VALVE SPRINKLER RISER 2 FZCV ASSEMBLY W/ REMOTE ITD ® oe � NTS NTS DCVA HORIZONTAL DOUBLE CHECK VALVE ASSEMBLY 4" T WTS WATER TIGHT SLEEVE .-- HANGER ROD LOCKING NUT ---N SC STORZ CONNECTION / P PENDENT WET SPRINKLER W/ GUARD O SUPPORT NUT CEILING BAND HANGER • P PENDENT WET SPRINKLER ACCEPTABLE HERE CLEVIS HANGER p S SIDEWALL DRY SPRINKLER W D � Q DO NOT LOCATE SPRINKLERS PIPE NODE NUMBER W WITHIN THIS AREA. O SPRINKLER NUMBER Q v O TOP OF SIDEWALL SPRINKLER l.l..l HERE 2 1 2" AND SMALLER NAS NAS NO AUTOMATIC SPRINKLERS U) DEFLECTOR ACCEPTABLE 3 INCH AND LARGER / O Z cI� N DIAGRAM NO. & DWG. NO. REFERENCE 0 O O Z FP-1 O Z EB ELECTRIC BELL / WATER MOTOR GONG 1L/ z Q 0 > _ HANGER ROD SCHEDULE HANGER ROD SPACING AFF ABOVE FINISHED FLOOR _ J SIDEWALL HEADS LISTED PIPE SIZE ROD SIZE PIPE SIZE MAX. ALLOWABLE SPACING AFG ABOVE FINISHED GRADE FOR 12" BELOW CEILING r UP TO 2" 3/8" DIA. 1" 7' _ r-., MAY BE INSTALLED HERE 2 1/2" & 3" 1/2" DIA. 1 1/4" 8' AFC LIMIT OF FIRE PROTECTION CONTRACT d' 4" AND 5" 5/8" 1 1/2" 9' r 6" - 8" 3 4" 2" 10' NFPC NOT IN FIRE PROTECTION CONTRACT 10 & 12" 7 8" 2 1/2" 11' 3" - 12" 1 12' GC GENERAL CONTRACTOR SIDE WALL FPC FIRE PROTECTION CONTRACTOR FIRE PROTECTION SYSTEMS PC PLUMBING CONTRACTOR 3 INSTALLATION FOR SPRINKLERS AT WALLS 4 TYPICAL PIPE HANGER DIAGRAM EC ELECTRICAL CONTRACTOR NTS N HVAC HVAC CONTRACTOR TITLE: ANCHOR BOLT ATTACHED TO STRUCTURE FIRE PROTECTION TYP. SUPPORT CLAMP LEGEND & SCHEDULES Q NORMAL ANGLE APPROX. 45' DATE ISSUED: 06.13.2007 SUPPORT PIPE REVISIONS: FAST CLAMP PIPING, REFER TO FL. PLAN DWGS. FOR SIZE AND INV. NOTE: PIPE HANGER NOT SHOWN. HANG PIPE AS SPECIFIED. DRAWN BY: DLS 3" MAX PROJECT #: C-0015-06 LEAF SPRING DRAWING NO.: CONFIGURATION AND ORIENTATION BEFORE NUTS ARE TIGHTENED BIEIR Permit BUILDING ENGINEERING RESOURCES, INC. L S E I S M I C BRACING Set 28 Main Street,Bldg.3A 1240 Pawtucket Avenue FP I 4 WAY LONGITUDINANo.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 NTS 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-engineering.com L . ..._._............. ...._......._.____.-...._. ......._._._.._.......... . r STAMP: p�cH FAl4S sy N ANICAL y w 0.34989 1 2 3 4 (4. 6 5 5. 3 5. 7 6 6. 3 7 7. 1 7. 9 8 9 10 11 �ss�oruat. w coco m e0 N C M c? W 00 L0 Lx0 O d Q U z 8 w L � U � z � cry ►— LO JU Q ® PROVIDE HEA SHIELD DRY SIDEWALL SPRINKLER = N ROVE (2) S RINKLER (TYPICAL FOR 6) O U w ry c �= mQ � o WOOD N DECK !B p } 0 D D D D D � p W Q TEN T SPACE z O LU p0 = LU ws Ws ws WS 3 4" 4" 4"DS UP 4" O O O z 4"WS UP r— Jj z Q r�EN s WS FLOOR ZONE ROO 0 o CONTROL VALVE PIPE vGHEPULE O MAi 4"DACV 1 HEAD 0_, ° LEV. ELE L R 0-1 CH.: EL r� OR 3 HEADS = 1 1 4" J r— W� o 4"WACV OR MORE = 1 1 2 Q 41M, NAS AIN = 4 0 CIO r E T ON sTi uLE ° ° 6"DCVA 0 0 O_, ® OM N-S ° oo AN 4"CHECK VALVE D D WITH BALL DRIP 4"STORZ TITLE: rr 6"FlR SERVICE 0 FIRE PROTECTION FIRST FLOOR PLAN DATE ISSUED: 06.13.2007 REVISIONS: FIRST FLOOR PLAN 5GALE:I/8 =1 -0 DRAWN BY: DLS PROJECT #: C-0015-06 DRAWING NO,: BJEJR Permit BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue Set No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-engineering.com L= r STAMP: P.SN OF ARq HANI AL o.34989 4 /STS cFSS/ONAL EN�� CN0 CCN 1 2 3 4 4. 6 5 5. 3 5. 7 6 6 . 3 7 7. 1 7. 9 8 9 10 11 00 LU co c m , MC 66 o0 O L0 � U z w LL - � U C� z o C/i zU Q 10 w w0 z � 0 U w ALu J Or � I.-� mQ p 4 04 e 12 11 O 0 e ! _ ee �e co Of o } B WOODEN O DECK O1 00 O 0 111 13 ,16 110 C O 101 O 06 10 11 IT 4 1� rwU-j � w . z ONN LV L� Q � U = 3 0 7 0 11 11 (1 g TEN T S ACE O FrH � 0 Oz p 10 119 20 z WS WS 3 O U Z [ WS3:4" 4" 4" Q O J E J r 121 0 0 4"DS UP/DN 4"WS DN PIPE SCHEDULE LL 0 o ro o Q 1- 1 HEAD O O > 2 R E T. OR 3 HEADS = 1 1 4" w4 OR MORE = 1 1 2 AIN = 4 0 0 0 0 Jj TITLE: FIRE PROTECTION G SECOND FLOOR PLAN DATE ISSUED: 06.13,2007 REVISIONS: S ICON D �LOOK P LEA N 2 SCALE=1/8 =1'-0' DRAWN BY: DLS PROJECT #: C-0015-06 DRAWING NO.: BJEJR Permit BUILDING ENGINEERBQG RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue Set No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-engincer'mg.com L r STAMP: SN f, . m t7 ANICAL .34989 09 iSTR \��`�� SS/ANAL VN 1 2 3 4 4. 6 5 5. 3 6 6. 3 7 7. 1 7. 9 8 9 10 11 W � OD m 00 N ry M c? W O O S X rl Q U z LU U ZDz I TTYPICAL SPECIFIC APPLICATION BACK TO BACK A C Z �— (TYCO MODEL BB , 5.6K) —' w W N z E— 5co o q , o OU W mL' c i- Q c~n O a O i� o Q OB N B I 1"DS DROP W Q CH OF ROOF) (FOLLOW PITz O O '�-' Q NVAC UNIT U DS L� � ROOF TOP W TYP UPRIGHT O ®p NVAC UNIT as oa 00 - D � � zQ 4"DS. D & RISE .: J E DS DS DS -J r "DS Q TYPICAL UPRIGHT QUICK = d' RESPONSE SPRINKLER ®o C!� r (5.6K FACTOR) AL _AL AL AL IE - 0 4 DS RISE 4 DS RISE 1" S V z 0— �0\ TITLE: FIRE PROTECTION INTERMEDIATE ROOF PLAN TEMPERATURE PRIGHT SPRINKLER (5.6K) DATE ISSUED: 06.13.2007 REVISIONS: DRAWN BY: DLS PROJECT #: C-0015-06 DRAWING NO.: BJEJR Permit BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue Set No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401 4354608 BER@BER-Engineering.com www.ber-engineering.com L, - r STAMP: FIRE PROTECTION SPECIFICATION ��SN o aagss GENERAL IV MATERIALS H. Sprinklerss� A. General: The work covered consists of furnishing all labor and materials necessary to A. Pipe and Fittings 1. Sprinklers, in general, shall be automatic closed type with temperature ratings to suit U C NICAL install, complete and ready for continuous operation, the fire protection systems, apparatus installed conditions. Sprinklers shall be located in the center of the ceiling tiles. When o.aasss and equipment for the Shallow Pond Center. 1. Type A: Mechanical joint ductile iron, Class 52, with mechanical joint ductile iron the ceiling the is divided into sections by grooved depressions, the sprinkler shall be ��, /STSP�O �Q fittings; pipe and fittings shall be 350 psi rated. Pipe and fittings shall be coated on located in the center of one of the panels. �Fss B. Shop Drawings: Shop drawings of all specified equipment and apparatus shall be the outside, cement lined on the inside. All changes in direction shall have tie rods and /ONALE� submitted to the Architect for approval. clamps anchored to thrust blocks. 2. Sprinklers in areas to be finished with ceilings shall be chrome plated pendent type with chrome plated escutcheons. Sprinklers in unfinished spaces shall be natural bronze C. Codes: All equipment and materials furnished under the Fire Protection Sub-Contract 2. Type B: Cast iron flanged pipe and fittings; pipe shall conform to Federal pendent or upright. and labor and testing performed herein shall be in complete accordance with the Specification WW-P-421, Class 150; flanges faced and drilled for 125 psi service. Pipe Massachusetts State Building Codes, Local Ordinances and Regulations of the Town of and fittings shall be coated on the outside, cement lined on the inside. 3. Spare heads, cabinet and wrench shall be provided in accordance with NFPA 13. Hyannis, National Fire Protection Association and insurance regulations and requirements governing such work. 3. Type C: Schedule 40 black steel pipe, black cast iron screwed companion flanges and I. Pipe Identification and Valve Tags flanged cast iron fittings, all suitable for 175 psi working water pressure. D. Permits: Any and all permits required for installation of any material shall be 1. All fire protection piping shall be labeled at each valve, at each branch, at each 0, 00 obtained as part of the work of the Specification including all fees or expenses incurred. 4. Type D: Schedule 40 black steel pipe with black cast iron screwed sprinkler fittings passage through wall and at intervals of not more than 20 feet with semi-rigid Setmark m o N suitable for 175 psi working water pressure. pipe markers with arrows indicating the direction of flow. All valves shall be tagged with Q (N N E. Instructions: During the assembly and installation of all Fire Protection systems, the 1-1/2 inch diameter brass tags and numbered in sequence from point of entrance into � M m Owners operating personnel shall be instructed regarding its operation and maintenance. 5. Type E: Schedule 10 welded and seamless steel pipe in accordance with ASTM-A135 the building. Valve charts shall be placed under glass, framed and presented to the 6-6o o A two (2) week instruction period shall be provided after completion of project. Operation joined with groove fittings and couplings approved for service with grooves rolled on the Owner. Ln Ln and maintenance manuals shall be required. pipe by an approved groove rolling machine. Minimum wall thickness shall be Schedule 10 O for sizes up to 5 inch pipe, 0.134 inch for 6 inch pipe and 0.188 inch pipe for 8 inch J. Access Panels O F. Guarantee: All materials and equipment furnished and installed shall be guaranteed in pipe and 10 inch pipe. Fittings and couplings shall be designed specifically for use in C) writing for one (1) year from the date of acceptance of the building by the Owner. grooved piping systems and suitable for 175 psi minimum working pressure. Fittings, 1. Furnish access panels for access to all concealed parts of the fire protection systems couplings and gaskets shall be of the same manufacturer. that require accessibility for the proper operation and maintenance of the system. Size Z $ G. Record Drawings: The Fire Protection Subcontractor shall maintain at the job, at all shall be sufficient for the purpose, but no less than 12 inches by 18 inches. Access � times, a complete and separate set of blackline prints of the Fire Protection Drawings of 6. Type F. Schedule 40 galvanized interior and exterior steel pipe with galvanized iron doors shall be prime coated of rust inhibitive paint, continuous hinge and manufactured his trade on which he shall mark clearly, neatly, accurately and promptly as the work screwed fitting suitable for 175 psi working water pressure. by Inland Steel Products Company Milcor . - progresses. Two CADD disks, AutoCAD 2000 or compatible system as well as mylar Qj z reproducible "As-Builts" shall be furnished by the Fire Protection Subcontractor at the job 7. Type G: Schedule 40 seamless red brass pipe with brass screwed fittings suitable for K. Design Criteria completion. The Fire Protection Contractors Design Engineer shall certify that the 175 psi working water pressure. 1. Sprinkler systems shall be hydraulically designed and calculated by the Fire Protection Z C) Q 10 completed installation complies with all applicable codes and underwriters' requirements. 8. Pipe and fittings shall be in accordance with the following: Contractor. The Fire Protection Contractor shall submit all required hydraulic calculations z � � o to prove the hydraulically most remote areas are being protected. Fabrication drawings H. Inspection: All work shall be subject to the inspection of the Owner, the Architect and a. For Exterior Water Service Type A and hydraulic calculations shall be submitted and stamped approved by the local fire U �= such other inspectors having jurisdiction. A properly executed certificate of inspection LU b. For Service Entrance into Building Type B department and insurance underwriters prior to submitting to the Architect for review. � r" CLU shall be provided. C. For Above Ground Piping where Making Connections Fabrication drawings and hydraulic calculations shall bear the seal of registration of a m Q nn O to Flanged Valves and to Underground Entrance Type C qualified Registered Professional Fire Protection Engineer. Maintain a minimum of 10 psi _ I. Examination of Site: The Fire Protection Subcontractor, before submitting prices or d. Sprinkler System Type D & E cushion between required pressure'and available pressure. Comply with all Underwriters' OB S beginning work, shall thoroughly examine the site and Contract Documents. No claim for e. Dry Sprinkler System Type F and code authorities requirements including maximum water flow velocity in the fire 4 OB § 2 extra compensation will be recognized if difficulties which an examination of site conditions f. Piping from Alarm Valve to Water Motor Gong Type G protection system. OB co a and Contract Documents prior to executing Contract would have revealed. OB 0 } J. Coordination: Coordinate all work installed under this specification with that of all B. Pipe Sleeves, Hangers, and Supports 2. Automatic sprinkler systems in areas of light hazard occupancy shall be designed with a minimum design density of .10 GPM per square foot over the hydraulically most remote other trades. 1. All piping shall be properly supported from building structure in accordance with NFPA 1500 square feet. Maximum protection area per sprinkler shall be 225 square feet for K. Protection of Property: Protect all new work before, during and after installation. Codes and the manufacturer's recommendations. Provide Schedule 40 steel sleeves, upright and pendent sprinklers, and 196 feet for sidewall sprinklers. Provide a 100 GPM extend 1 above floor, make watertight and seal with material that maintains fire rating. hose allowance. L. Tests: The Fire Protection Subcontractor shall perform all tests at the completion of Provide core drilling where required and provide fire rated link seal penetration closures. the work and the results furnished to the Owner and Architect in writing. 3. Automatic sprinkler systems in areas of ordinary hazard occupancy shall be designed C. Valves with a minimum design density of .15 GPM per square foot over the hydraulically most M. Certificates of Approval: Upon completion of all work, the Fire Protection remote 1500 square feet. Maximum protection area per sprinkler shall be 130 square Subcontractor shall furnish, in duplicate, certificates of inspections from all inspectors and 1. Gate valves shall be OS&Y type iron or bronze body, bronze seated, flanged or feet. Provide a 250 GPM hose allowance. authorities having jurisdiction, notarized letters from the manufacturers stating that threaded ends and UL/FM approved, 175 psi working pressure. 4. Provide a new hydrant flow test. Use the results of this new hydrant flow test to authorized factory engineers have inspected and tested the installation of their respective systems and found same to be in perfect operating condition. 2. Check valves shall be swing type iron or bronze body, bronze seated, flanged or hydraulically design the sprinkler systems within the building. W C) threaded ends and UL/FM approved, 200 psi working pressure. Q N. Contract Drawings: The Contract Drawings are diagrammatic and indicate only the z O general arrangements of work. It is not the intent of these Drawings to show every pipe, 3. Globe valves shall be bronze body with threaded ends, 300 psi working pressure. rise, drop, elbow, etc. Any additional work not shown and required to install the fire L u CLOOO protection systems shall be included as part of this Contract. 4. Alarm check valves shall be UL/FM approved vertical type for a wet system complete ( 1 77 Q with all trim, excess pressure pump, water motor gong, pressure gauges and drain valves. 0 v ((D II SCOPE 5. Double check valve assembly shall be approved by authorities (f)having jurisdiction. Seek 0 v and secure all applications and permits. Provide test kit and certify installation. � z = � A. The work of this Section consists of all labor, materials and equipment required to O O O provide all Fire Protection work complete, in place, as shown on the Drawings, specified D. Flow Switches herein and as necessary for a proper installation. O � z z 1. Flow switches shall be approved type, UL listed, double contacts with adjustable retard Z B. The extent of the Fire Protection shall include, but not be limited to the following: dial, cast aluminum saddle, flexible saddle, rubber gasket and dust proof cover. 1L/ 3�: Q 1. Complete automatic wet sprinkler protection. E. Supervisory Switches �'" O 2. Complete automatic dry sprinkler protection. 1. Supervisory switches for OS&Y valves shall be FM approved, UL listed, double contacts J r with aluminum case topped for 1/2 inch NPT conduit. 3. Furnishing of access panels. F. Pressure Switches 4. Core drilling. 1. Pressure switches shall be FM approved, UL listed, double contacts with aluminum III RELATED WORK case, brass bellows factory preset and adjustable from 2 PSI to 20 PSI. A. The following equipment items and work shall not be the responsibility of this G. Fire Department Connection Contractor. 1. Siamese connection shall be flush mounted brass double inlet with drop clappers with 1. Cutting and Patching caps and chains. Threads shall match Local Fire Department requirements. Finish shall 2. Temporary Water, Heat, Fire Protection and Toilet Facilities be polished chrome plated. 3. Temporary Power and Lighting 4. Excavation and Backfill 5. Concrete and Masonry Supports and Equipment Bases 6. Flashing and Caulking TITLE: 7. Finish Painting 8. Heating, Ventilating and Air Conditioning 9. Plumbing 10. Electrical Power and Wiring 11. Fire Extinguishers and Cabinets 12. Electric Heat Tracing FIRE PROTECTION 13. Installation of Access Panels SPECIFICATIONS DATE ISSUED: 06,13.2007 REVISIONS: DRAWN BY: DLS PROJECT #: C-0015-06 DRAWING NO.: BJEJR Permit BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue FP 5 Set No.Easton,MA 02356 E.Providence,RI 02916 Te1: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-engineering.com L .... .._..._._ .. .._..__. ... . STAMP: r PLUMBING LEGEND 0 ��gss9�ti NOTE: WATER HEATER TO BE HUNG HANGER ROD CAL N FROM STRUCTURAL STEEL HANGER ROD — CW COL U ga989 D WATER LOCKING NUT C'1STrI (CW) CW COLD WATER BELOW FLOOR OR BURIED FFSS/0 At LOCKING NUT SUPPORT NUT 2" CW TO POTABLE — HW HOT WATER TYP. UNION WATER SYSTEM ---5/8" HANGING ROD PRESSURE GAUGE SUPPORT NUT CLEVIS HANGER — —— HWR HOT WATER RECIRCULATION TYP SHUTOFF VALVE TYPICAL FOR 4 CLEVIS HANGER (TYPICAL) WATER METER PIPE S or W SOIL OR WASTE INSULATION TYPICAL UNION (S) S or W SOIL OR WASTE BELOW FLOOR OR BURIED TYPICAL 2" 2" STRAINER PIPE — — — SHUTOFF VALVE HIGH DENSITY — — — V VENT w co N 3/4" VACUUM RELIEF VALVE INSULATION 12" LONG _ I TEMP. & PRESSURE — — 3 4" DRAIN VALVE INSULATION SHIELD, —V— — — V VENT BELOW FLOOR OR BURIED � °00 10 3 4" RELIEF VALVE WITH VB 12" LONG FOR PIPES / �$ o 0 3" AND LARGER RW STORM/RAIN WATER 0 a ELECTRIC WATER HEATER 2" WATER SERVICE U HANGER ROD SCHEDULE HANGER ROD SPACING (RW) RW STORM/RAIN WATER BURIED U Z PIPE SUPPORT PIPE SIZE ROD SIZE PIPE SIZE MAX. ALLOWABLE SPACING DRAIN VALVE WITH VB w UP TO 2U " 3 8 DIA. 1" T —ORW— ORW OVERFLOW STORM/RAIN WATER BELOW tl 1" DRAINS TO FINISH FLOOR n 2 1/2" THRU 3" 1/2" DIA 1 1/4" 8' G G NATURAL GAS (� SERVICE SINK 4" AND 5" 5 8 1 1 2 9' 6" THRU 8" 3/4" 2" 10' Z • a 7 8 2 1 2 11' (G) G NATURAL GAS BURIED U) .. , a d . PY THRU 8" 12' z r, » » 15" CONT CONTINUATION Z LU LO Uj o(4) 3"X3"X1/4" STEEL ANGLES0 & 12 WITH 25"X25" ALUMINUM DRIP PAN N SLEEVE ---p UP PIPE RISE OR UP O U �- w INSULATED AND NON INSULATED 00 C � DN PIPE DROP OR DOWN m Q � O PLUMBING SYSTEMS OB !0 TEE PIPE TEE 0 --- 0 1 CEILING HUNG EWH DIAGRAM 2 DOMESTIC WATER METER DIAGRAM 3 CLEVIS PIPE HANGER/ROD INSTALLATION NTS --�— -tea- SOV SHUT-OFF VALVE 0� 04 NTS NTS 4 ,_ PRV PRESSURE REDUCING VALVE ROOF DRAIN AS SPECIFIED- COORDINATE INSTALLATION -14D VN VALVE IN VERTICAL WITH GC. FINISH WALL CV CHECK VALVE HANGER AND SHIELD DOWNSPOUT SOIL, WASTE OR �p W & T WASTE & TRAP MORTAR JOINT RAINWATER STACK TYPICAL RISER CLAMP —�—� CO CLEANOUT PLUG 00 0 FCO FLUSH FLOOR CLEANOUT Uj Q PIPING INSULATION NO-HUB COUPLING 7— O AS SPECIFIED DANDY CLEANOUT 4" CAST IRON PIPE pz' D DCO /W Ly CONDUCTOR OFFSET LIMIT OF REQUIRED ] CAPPED PIPE U = Q SEE PLANS FOR SIZE \--INSULATION BRASS CLEANOUT PLUG ( n CLEANOUT COVER PLATE ARROW INDICATES DIRECTION OF FLOW Cw v ---CONDUCTOR INSTALLED FLUSH WITH 97s''" .01 O Z � C) FINISH WALL ARROW INDICATES DIRECTION OF SLOPE O O Z in CAST IRON CLEANOUT WITH BASE MOULDING FIN. GRADE ELEV. VARIES BRASS SCREW PLUG FINISH FLOOR —��— UNION O Z Z Q � [0 it SLAB ON GRADE TP TRAP PRIMER r) DANDY CLEANOUT AT LOWEST TYPICAL NO-HUB FLOOR(INSTALL ACCESS PANEL CLAMP •' —�- WH WALL HYDRANT J IF ENCLOSED IN WALL) EXTEND TO 10'-0" " . • ' J r BEYOND BLDG. & FINISH FLOOR CONN. TO EXTERIOR 1 DIAGRAM N0. & DWG. N0. REFERENCE STORM SYSTEM, SEE bJ PLANS FOR LOCATIONS & INVERTS 0 FD "A" FLOOR DRAIN & TYPE 18" p RD "A" ROOF DRAIN & TYPE WM WATER METER HUB & SPIGOT FITTING W � GM GAS METER TYPICAL CONDUCTOR PIPING DIAGRAM 5 DOWNSPOUT CONNECTION DIAGRAM s / '4' NTS NTS FLUSH WCO OUT COVER PLATE NTS Q VACUUM RELIEF VALVE TITLE: EWH-1 ELECTRIC WATER HEATER & NUMBER SS SOIL STACK PLUMBING PLUMBING FIXTURE SCHEDULE VTR VENT THRU ROOF LEGEND, DETAILS FIXTURE INV INVERT FIXTURE CARRIER REMARKS & SCHEDULES SYMBOL MANUFACTURER MODEL TYPE SIZE MANUFACTURER TYPE SUPPLY TRAP PROVIDE KOHLER MODEL# K-4760-C TYP P-1 KOHLER K-4330 WALL HUNG 1.6 GPF SLOAN 811-MC 1 1/2" 4" OPEN FRONT SEAT TYPICAL P-1A KOHLER K-4330 WALL HUNG 1.6 GPF SLOAN 811-MC 1 1/2" 4" MOUNT PER ADA REQUIRMENTS & PROVIDE KOHLER MODEL K-4679-CA SEAT CFH CUBIC FEET PER HOUR DATE ISSUED: p-2 KOHLER K-4960-9 WALL HUNG 1.0 GPF SLOAN 8180 3/4" 2" LPC LIMIT OF PLUMBING CONTRACT 06.13.2007 p-2A KOHLER K-4960-ET WALL HUNG 1.0 GPF SLOAN 8180 3/4" 2" MOUNT PER ADA REQUIRMENTS PC PLUMBING CONTRACTOR REVISIONS: KOHLER K-2209 COUNTER UNDER 17"x14" POWERS P1405 1/2" 2" MOUNT PER ADA REQUIRMENTS p-3 R -- OUNTE " " " " PROVIDE MR-370, MR-372 & MR-377 S=.01 SLOPE = 1/8" PER FOOT P-4 FLORESTONE MSR-2424 MOUNTED FLOOR 24 x24 FLORESTONE MR-371 1/2 3 SEE SPECIFICATIONS FOR MORE INFO S=.02 SLOPE = 1/4" PER FOOT P-5 HALSEY TAYLOR HTV8BL-Q BI-LEVEL 16"18" 1/2» 2" SF SQUARE FEET WH J.R. SMITH 5509QT 1 4 TURNNON-FRZ 1/2" HB CHICAGO 952 1/2" PROVIDE PROCISION PLUMBING PRODUCTS TRAP FD-'A' J.R. SMITH 2O10-PO50 3" 3" PRIMER MODEL PR-500 DRAWN BY: DLS 2130-13- PROVIDE PROCISION PLUMBING PRODUCTS TRAP FD-'B' J.R. SMITH P050 4" 4" PRIMER MODEL PR-500 _T PROJECT #: C-0015-06 RD-'A' FROET 100C4LP-45 4" DRAWING NO.: ELECTRIC WATER HEATER SCHEDULE BJEJR Permit BUILDING ENGDVEERING RESOURCES, INC. � RECOVERY 28 Main Street,Bldg.3A 1240 Pawtucket Avenue MANUFACTURER MODEL GALS. KW VOLTS PHASE HZ REMARKS Set Tel Easton,MA 260 E.Providence,43 -460 2916 I.D. G.P.H. � TEMP. Tel: (508)230-0260 Tel: (401)435-4 06�13�07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-engineering.com EWH-1 RHEEM/RUUD EG5P20 20 30 80' 6 208 1 60 PROVIDE DRAIN PAN L - r STAMP: �SN OF hlA oho A. yGJ a c H ICAL y o.34939 O /STs `c�4 FFss/ONAL i WOODEN DECK I I Ly N 00 OD LU c 0000 pp oo c� 10 ct co ir) 66 0O O Q LU CL s Z F- L U Q ,0 ZLu E � 0o Cn 00 W IN LXU m Q � o o_ � 0 r~ I I I I I I I � � TENANT SPACE - - - - - - - - - Lv Q I 4„ UU Q FCO .01 z 0 FCO w � (S) Q � U = I I I I I I wo O2 cn Z =) cry 0 0 pz ° r ZZ z MEN'S I Q r L 4"S UP ROOM (2)2" UP 3"W&T U NAIN V ELEV. ELECTRIC LER Q w d MACH . ROOT"f ROOI"I _ 8"RW U P I I c'• I � ROOT"I I cn r (6p3OO SF) ; i i I RESTROOI"I I �� VESTIBULE I I I 4 W&T UP 2P'V UP i i TITLE: 8 RW I I (613 0 0 SF) PLUMBING W�cTwi N S ST I B BURIED PIPING co - _ Roo -_ _ _ s I_ - - - - - PLAN IJAN I I 06 INV. EL.=5'-0" ^ ry DATE ISSUED: 06,13.2007 \- REVISIONS: 8"RW 4' SAN ITAR 2»V U SF(6,300 ) 3 WBcT UP INV. EL.=5'— " I I I I I I DRAWN BY: DLS PROJECT #: C-0015-06 DRAWING NO,: BIEIR Permit BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue P 2 Set No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-enginecring.com L r STAMP: Of Mq�a � c pub yG-a e' AL v �6 STCc4'� �SNNAL I 00 U co cco Lo ca 00 N ( I I ° C° I I I i I I 66 00 o 0 O � LO I U � z o I I I I I I I I I I I L � U z WH — — — p — I — — — I- — �- — — — — I I I I I zU-jU WN z � t= o pU w 0ti mQ � o WH — — — - I — — — — — — WOODEN 0� DECK 0� O — — — — — — 9 - 1 I I I Q I 1- TENANT SPACE z O 1/2"CW DROP TO WH W (TYPICAL FOR 5) I I I I I I I I I I I Q U = _ — — — — — — — — — — — — — — W Q 0 a Old " " 2" 1/2" z : v 1/2 3/4 O O O z " °- I- z z 2" I I I I I I 3—UP ---� — — " I — — — - z 4"S 2"V RISE 3"W&T UP Q �(2)2"V UP ROOM r3" I O 4"SS 3"FD—'A' ►——.l—— MAIN ( " —I Q ELEV. ELECTRIC P�INKLER � r (2)2"V DN & RISE W/TP ( >a MACH. ROOM ooM 4"FD—'B' I ( I 2"S, 2"V RISE (P-1A ± P 2A — 1it� — I� w� ROOM I W�p I " I Q I� 4"S, 2"V RIS 1/2 3/4"HW DROP, 3/4" UP —— _ RESTROOM ,� v J r 1 1/2"CW DROP, 1 1/2" UP _vE�U�E 2"V DN 2 S, 2'V RISE "W& P 2 —1 3"W DROP — p-1 1 2"V UP — 41 � 11 1 I I I j77 _ I I I I (3)2"W, 2'V RISE 8"RW UP/DN 3 D—'A' oM �4" VE/STAB (6,300 SF) 3*&T UP yy oo _ — •• — — — — — — — — — — — — 3"G UP � I I I (720 CFH) I I i I I I — — I TITLE: (720 CFH) 1/2"HW DR 2"CW SERVICE (BY LOCAL GAS CO.) 3"W DN 2"V DN PLUMBING 2 1/2" GAS SERVICE I I 1/2"CW DRIP I FIRST FLOOR I I I 3/4"H&CW DROP PLAN DATE ISSUED: 06.13.2007 REVISIONS: FIRST FLOOR PLAN- SCALE:1/5 =I —0 DRAWN BY: DLS PROJECT #: C-0015-06 DRAWING NO.: . B JE IR Permit BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue Set No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering,com www.ber-engineering.com L STAMP: r 0r MqS 9 s .#off cy�m C/) 3498 .q O y ST&.P� cc�. S/0NAL 1 2 3 4 4. 6 5 5. 3 5. 7 6 6. 3 2 7. 1 7. 9 8 T 10 11 W Co c coop CV c? C? 00 co 66 O O Ti I I I I 0 Z U I I I I =) U I ► I ► I � z � Z1-- Lf) � U Q � w N z ~ _ 0 _ C6 _ I _ �_ I — — O Q LU m � o Me o s !81 0 CC Co I OB oN Lt 4 — I — — — — — — — — — I I I WOODEN DECK I I — I 4"ORW UP T- *RW �P � 4"RW UP 4"ORW UP TOR -'A' " TO RD-A , , TO RD-'A' 4 (1,400 SF) CO (2,500 SF) TO RD-A TO RD-A TO SF) T►-.01 (2,500 SF) (2,400 SF) Q (1,400 SF) 4" (1,400 SF) 6" (4,900 SF) .01�r I 4" ( ,400 SF) CO 4"RW UP F--LLJ Q CO ORW .01—�-t ORW TO RD-A I I I ' I I " I I .01 CO (2,400 SF) z O I 6 (4,900 SF) W 0� 6" (4,900 SF) 4" (2,400 SF) Q U = Q TO DAYLIGHT.!GH TENANT SPACE I Q r n 8 ORWL.1.1 v PROVIDE 90' E W/ INSECT SC 8 (6,300 SF) I I 2" UP I 2"G UP I — O O O z _ _TO RTU-1 _ TO RTU-2 _ _ — — z — — (3 0 CFH) — — 2" — (360 CFH) O z z G G r Q 3" I I 3" 3"V DN I I I I �- O �'. _ 8" (6,300 SF) _ ——— -+——— _ — _ J 4"S, 2"V RISE 3"FD-'A' (2)2"V UP W/TP — 4"S DN, 4"V UP MEN's 3" �— ROOI"I 2"S, 2"V RISE > IL 3/4"HW DN & RISE P� - _ P-3 W Room 1 I I I I I I I 1 1/2 CW DN & RISE 3• I 3 UP TO 4 2X 2N RISE —— — a- 2"V DN & RISE VESTIBULE 2"W, V RISE 3"W DN P 4 1 2"W, V RISE WOMEN'S 3"FD-'AI 8"RW DN I ROorI ' I I STAIR #� (6,300 SF) W/TP TITLE: rE 3"G DN & RISE (720 CM) TM TTRUI I II I PLUMBING SECOND FLOOR PLAN DATE ISSUED: 06.13.2007 REVISIONS: S ICON D �LOOK P LA N 2 SCALE:1/8' =1'-0' DRAWN BY: DLS PROJECT #: C-0015-06 DRAWING NO.: BJEJR Permit BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue Set No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-engineering.com L STAMP: r PAS 0F N44 $ N, �yG o LAICAL i 4989 O � O iSTS 0810NAL 3 4 4. 6 5 5� 3 6 6 . 3 7 7. 1 7. 9 8 9 10 11 1 2 N " w 0 0 co0? C� � C 66 00 _ 0 I I O a I I I I I = o z 8 I I I z F— LO � U Q I z LU = o - - - . LU N � mQ o I L'B o S eB _j 0 ® oe o ® I II - - - - - - - - - - - - - 4"RD-'A' I 1,400 SF (2,500 SF (2,400 SF I. i I I i z/ I / O I / N I 'ROOF TOP W L� I NVAC UNIT CC W G ROOF TOP NVAC UNIT I I \ I I b . c= I � z I I I \ I III I TITLE: I I I II I II I II II I I I I II I I I I I I _ _ G — -� — � — — — — PLUMBING ROOF PLAN RISE 2" GAS (360 CFH) TO RTU-1. PROVIDE FULL RISE 2" GAS (360 CFH) TO RTU-2. PROVIDE FULL SIZE SOV AND DRIP LEG IN ACCESSIBLE LOCATION. SIZE SOV AND DRIP LEG IN ACCESSIBLE LOCATION. MAKE FINAL CONNECTION TO EQUIPMENT WITH MAKE FINAL CONNECTION TO EQUIPMENT WITH NECESSARY REDUCER AND UNION CONNECTION. PC TO NECESSARY REDUCER AND UNION CONNECTION. PC TO COORDINATE EXACT CONNECTION SIZE, LOAD, LOCATION, COORDINATE EXACT CONNECTION SIZE, LOAD, LOCATION, DATE ISSUED: AND EQUIPMENT ACCESS NEEDS PRIOR TO GAS AND EQUIPMENT ACCESS NEEDS PRIOR TO GAS 06.13.2007 INSTALLATION. INSTALLATION. REVISIONS: AN 3 SGALE=I/8' al'-D DRAWN BY: DLS PROJECT #: C-0015-06 DRAWING NO.: IEIR B Permit BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue Set No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engincering.com www.ber-engincering.com - - - r STAMP: PLUMBING SPECIFICATION `s FM4ss9cy S N A. G I GENERAL III RELATED WORK B. Insulation I. Plumbing Fixtures 0ANicAL . 1. Refer to fixture schedule on sheet P-1 manufacturer and model information. .34'989 A. General: The work covered consists of furnishing all labor and materials necessary to A. The following equipment items and work shall be the responsibility of others: 1. All domestic cold and hot water supply and recirculation pipe, fittings and valves shall A9 barrier install, complete and ready for continuous operation, the plumbing systems, apparatus and 1. Cutting and Patching be insulated with heavy density rigid fiberglass with a vapor barrier and all purpose Jacket 2. In general, all plumbing fixtures shall be wall hung, white vitreous china with g equipment for the Shallow Pond Center. 2. Temporary Water, Heat, Fire Protection and Toilet Facilities with self-sealing lop joint. Valves and fittings shall be insulated with Zeston Hi-Lo chrome-plated faucets, stops and traps. All supply stop valves shall be brass body and Ssiorva�FN� 3. Temporary Power and Lighting insulation and covered with 25/50 rated PVC covers secured with vapor retarder mastic. stem and have threaded or sweat solder inlet. Provide wall escutcheons. Fixtures and B. Shop Drawings: Shop Drawings for all specified fixtures, equipment and apparatus 4. Excavation and Backfill 2. All horizontal roof drainage pipe, roof drain bodies and the bend into vertical position trim shall be of the some manufacturer similar to Kohler, Eljer or American Standard. shall be submitted to the Architect for approval. 5. Concrete and Masonry Supports and Equipment Bases shall be insulated in the manner described for cold and hot water. 6. Flashing and Caulking 3. Waste, cold water and hot water beneath handicapped lavatories shall be insulated with 2. Fixtures designated for barrier free use shall be mounted in accordance with the C. Codes: All equipment and materials furnished under the Plumbing Sub-Contract and 7. Finish Painting Brocar Products Series 500 Insulation Kit for P trap assembly and hot water and cold Americans with Disabilities Act (ADA) as well as State and Local Codes. Water closet labor and testing performed herein shall be in complete accordance with the 8. Heating, Ventilating and Air Conditioning water angle valve assembly. Kit shall be white flexible vinyl insulation secured with nylon flush valves shall be mounted on the wide side of the toilet areas. Massachusetts State Building, Fuel Gas, Plumbing Codes, Local Ordinances and Regulations 9. Fire Protection fasteners supplied, foam inserts, antimicrobial. of the Town of Hyannis, National Fire Protection Association and insurance regulations and 10. Electrical Power and Wiring 4. Insulation thickness shall be as follows: 3. All lavatory controls, where applicable, shall be adjusted by installing Plumber prior to requirements governing such work. 11. Furnishing of Toilet Room Accessories the final inspection. Controls shall be set to deliver water at a maximum temperature of 12. Installation of Access Panels Cold Water = 110 degrees F. D. Permits: Any and all permits required for installation of any material shall be obtained 13. Foundations and Trenching Hot Water Supply up to 4" = 1" 'L' 04 m 00 as part of the work of this Specification including all fees or expenses incurred. 14. Electric Heat Tracing = J. Pipe Identification and Valve Tags � co N Horizontal Roof Drainage mQ c? E. Instructions: Duringthe assembly and installation of all plumbing systems, the Owner's IV MATERIALS 1. All plumbing systems shall be labeled at each valve, at each branch, at each pipe 04 M Y P 9 Ys C. Pipe Sleeves, Hangers and Supports , operating personnel shall be instructed regarding its operation and maintenance. A two passage through wall and at intervals of not more than 20 feet with color coded o- o 0 2 hour instruction period shall be provided after completion of project. Operation and A. Pipe and Fittings semi-rigid Setmark pipe markers with arrows indicating the direction of flow. All valves Ln LO ( ) P P P P j P 1. All piping shall be properly supported from the building structure in accordance with = maintenance manuals shall be required. shall be tagged with 1-1/2 inch diameter brass tags and numbered in sequence from � q Local Codes and manufacturers recommendations. Hangers for insulated piping shall be 1. Type: (Exterior Water Service, 2 and Smaller) oversized and furnished with a sheetmetal insulation shield to allow the insulation to pass point of origin. Valve charts shall be placed under glass, framed and presented to the U F. Guarantee: All materials and equipment furnished and installed under this Specification through uncut. Provide Schedule 40 pipe sleeves, extend 1 inch above floor, make Owner. � shall be guaranteed in writing for one (1) year from the date of acceptance of the Type K soft annealed copper tubing, one (1) piece with no joints between the connection watertight and pack with material that shall maintain fire rating. Provide core drilling Z o building' by the Owner. to the exterior water supply and the first fitting within the building. Fittings shall be where required and provide fire rated link seal penetration closures. K. Cleanouts LU 6 wrought copper joined with a silver brazing filler. 5 G. Record Drawings: The Plumbing Subcontractor shall maintain at the job, at all times, 1. Cleanouts shall be iron body with heavy brass plug and raised nut, same size as pipe i- 9 9 J D. Valves cn a complete and separate set of blackline prints of the Plumbing Drawings of his trade on 2. Type: (Cold Water inside buried) for piping up to four inches and not less than four inches in size for piping larger than U which he shall mark clearly, neatly, accurately, and promptly as the work progresses. 1. All shut off valves on cold water & hot water four inches and closed gas tight. Floor cleanouts in carpeted areas shall have carpet Z y y y p p y p g piping from '/, inch up to and including Q} Two CADD disks, AutoCAD 2000 or compatible system as well as reproducible As-Builts Type K hard drawn copper tubing with wrought copper sweat fittings joined with approved 2 inch shall be Apollo Series 77-200, solder end, bronze body ball valve, chrome-plated cleanout markers. Floor cleanouts shall not be located beneath partitions, casework, cn shall be furnished by the Plumbing Subcontractor at the job completion. 95/5 lead free tin antimony solder. bronze ball, 600 psi WOG, full port ball valve. non-portable equipment or similar installation conditions. End cleanouts on no hub cast z LO r 2. All shut off valves on cold water & hot water piping iron shall be Josam Series 58900-20. End cleanouts on copper waste shall be Nibco o inch, 2-1/2 inch shall be 816. Flush floor cleanout shall be Josam Series 56000-2-22-41 in concrete floors. w w N H. Inspection: All work shall be subject to the inspection of the Owner, the Architect and 3. Type: (Potable Water) Apollo Series 70-200, solder end, bronze body ball valve, chrome-plated bronze ball, 600 z = o The last flush floor cleanout before exiting the building shall be Josam Series u, such other inspectors having jurisdiction. A properly executed certificate of inspection psi WOG. 56010-2-22-41. Exposed dandy cleanouts on no hub cast iron shall be Josam Series U shall be provided. Type K hard drawn copper tubing with wrought copper sweat fittin s joined with approved 3. All check valves on cold water & hot water in two inches and less in size shall be O w YP PP g g PP g J PP piping 9 58910-20. Wall cleanouts and concealed dandy cleanouts on no hub cast iron shall be � 95/5 lead free tin antimony solder. Nibco Figure No. S-413-W, solder end, bronze body swing check, bronze disc, 200 psi Josam Series 58910-19 with Series 58890 cleanout plug with center screw length as m Q ; c I. Coordination: Coordinate all work installed under this Specification with that of all WOG. 01L, other trades. required. End cleanouts on polypropylene piping shall be Fuseal fitting cleanout adapter _ 4. Type: (Potable Water) 4. All drain valves shall be % inch Apollo Model 78-103 with Watts No. 8A hose with threaded plug. OB O connection vacuum breaker, cap with chain of length as required. OB -' O J. Protection of Property: Protect all new and existing work before, during and after OB o Q installation. Type L hard drawn copper tubing with wrought copper sweat fittings joined with approved 5. All shut-off valves on natural gas system 2 inches and smaller shall be Apollo Series L Water Hammer Arrestors (Shock Absorbers) co 95/5 lead free tin antimony solder. 70-100-07 Massachusetts approved, threaded bronze ball valve, 600 psi WOG. All shutoff OB N } K. Disinfection: All domestic water systems shall be disinfected in accordance with the valves on natural gas systems 2-1/2 inches and larger shall be Rockwell Fig. 143, 1. Maintenance-free water hammer arrestors shall be furnished and installed in accessible local Public Health and Plumbing Code requirements. 5. Type: (Sanitary, Waste and Vent, Storm) semi-steel, lubricated plug valves, flanged ends, wrench operated, 200 psi WOG. locations at all locations in the water systems where quick acting valves are installed as 6. All ball valves for installation in insulated piping shall have valve extensions to suit well as wherever hammer may occur. L. Tests: The Plumbing Subcontractor shall perform all tests at the completion of the No hub cast iron soil pipe and fittings joined with approved stainless steel mechanical insulation thickness. 2. Water hammer arrestors shall be similar to the following Jay R. Smith model numbers. work, and the results furnished to the Owner and Architect in writing. couplings with neoprene gaskets. Sizing and placement shall be in accordance with PDI Standard PDI-WH-201 and the E. Floor Drains manufacturer's recommendations. M. Certificates of Approval: Upon completion of all work, the Plumbing Subcontractor 6. Type: (Sanitary, Waste and Vent, Storm, inside buried) 1. Floor drains shall be cast iron body with weepholes and flashing collar. Grates shall Fixture Unit Ratings Model shall furnish, in duplicate, certificates of inspections from all inspectors and authorities Typeg having jurisdiction, notarized letters from the manufacturers stating that authorized factory Service weight bell and spigot cast iron soil pipe and fittings joined with oil free oakum be polished chrome-plated brass in finished areas and coated cast iron in unfinished engineers have inspected and tested the installation of their respective systems and found and lead. areas. SA-A 1-11 Jay R. Smith 5005 some to be in perfect operating condition. F. Roof Drains SA-1312-32 Jay R. Smith 5010 7. Type: (Sanitary, Waste and Vent, Storm, inside buried) SA-C 33-60 Jay R. Smith 5020 � 0 N. Contract Drawings: The Contract Drawings are diagrammatic and indicate only the Roof drains shall be cast iron body with built in overflow drain, gravel stop, deck clamp general arrangements of work. It is not the intent of these Drawings to show every pipe, Service weight bell and spigot cast iron soil pipe and fittings joined with neoprene resilient M. Access Panels LU rise, drop, elbow, etc. Any additional work not shown and required to install the plumbing gaskets. & aluminum dome. systems shall be included as part of this Contract. Furnish access panels for access to all concealed parts of the plumbing systems that z O 8. Type: (Sanitary, Waste and Vent, Storm) G. Wall Hydrants require accessibility for the proper operation and maintenance of the system. Size shall Wry 0. Seismic Restraints: Installation of Plumbing equipment, accessories and components be sufficient for the purpose, but no less than 12 inches by 18 inches. Access doors lead. 1. Wall hydrants shall be all bronze, non-freeze type, polished brass face, loose key Inland Steel Products Company U = Q operated with integral vacuum breaker backflow preventer. shall be in accordance with the Seismic Requirements identified in the Massachusetts State Extra heavy bell and spigot cast iron soil pipe and fittings joined with oil free oakum and shall be prime coated of rust inhibitive paint, continuous hinge and manufactured by Building Code, Sixth (6th) Edition. 2. Hydrants shall be set 18 inches above outside grade and not more than 100 feet P y Milcor. W 0 II. SCOPE 9. Type: (Sanitary, Waste and Vent, Storm) apart' Cl) C H. Water Heater O A. The work of this Section consists of all labor, materials and equipment required to Extra heavy bell and spigot cast iron soil pipe and fittings joined with neoprene resilient O O z provide all Plumbing work complete, in place, as shown on the Drawings, specified herein gaskets. 1. Refer to schedule on sheet P-1 for manufacturer and model info. O d z z and as necessary for a proper installation. 10. Type: (Waste and Vent smaller than 2" ) 1L/ 3: z Q B. The extent of the Plumbing work shall include, but not be limited to.the following: Type DWV hard drawn seamless copper tubing with wrought copper drainage fittings joined O �- L Domestic cold water system. with 95/5 lead free tin antimony solder. J 2. Domestic hot water supply system. J r 3. Sanitary waste and vent system. 11. Type: (Vents) 4. Storm water drainage system. 5. A complete gas system. This system shall extend and connect to the house side of Schedule 40 galvanized steel pipe with galvanized cast iron drainage fittings joined with the meter provided by the Utility Company. threaded connections. 6. Installation of toilet room accessories. 7. Core Drilling. 12. Type: (Gas 2" and smaller) 8. Furnishing of Access Panels. Schedule 40 black steel pipe with standard weight malleable iron fittings joined with threaded connections. 13. Type: (Gas larger than 2") Schedule 40 black steel pipe with beveled ends with standard weight carbon steel beveled end fittings joined by welding in accordance with local codes. 14. Urinal branch and fixtures wastes shall be of extra heavy or service weight cast iron TITLE: soil pipe and fittings with caulked joints, threaded cast iron pipe with cast iron drainage fittings, or iron size copper or brass pipe with cast brass drainage fittings. Resilient gaskets shall not be used on urinal wastes. PLUMBING SPECIFICATIONS DATE ISSUED: 06.13.2007 REVISIONS: DRAWN BY: DLS PROJECT #: C-0015-06 DRAWING NO.: BJEJR Permit BUILDING ENGINEERING RESOURCES, INC. � 28 Main Street,Bldg.3A 1240 Pawtucket Avenue Set No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engincering.com www.ber-engineering.com a r STAMP: PACKAGED ROOFTOP DX AIR HANDLING UNIT INSULATED ROUND DUCT DUCT TAPE OVER THE CLAMP (TYP.) HVAC Ductwork Symbols � , IH of�'�9� EVAPORATOR FAN HEATING (GAS) ELECTRICAL DATA - ��° S •N OPER. MANUFACTURER & Abbreviations UNIT SERVICE LOCATION TOTAL TOTAL TOTAL TOTAL NO. OF EER WT. REMARKS DIFFUSER ROUND N►CAL NO. TOTAL MIN. E.S.P. AMB ENT ENT DRIVE MOTOR LBS. & MODEL NUMBER CLG. SENS. RPM CFH CFH CONTROL VOLTS PHASE HZ M.C.A. M.O.C.P. 0.34989 CFM O.A. (IN.) 'F 'Fdb 'Fwb TYPE H.P. ( ) NECK SIZE DUCT SIZE SYMBOL DESCRIPTION MBH MBH INPUT OUTPUT STEPS A /sTt R©,�� FSS/JNAL 4NG�S RTU-1 FIRST FLOOR ROOF 10,000 2,500 1.0 88 81.5 65.9 313.8 247.3 BELT 1061 360 288 2 10.8 10 208 3 60 147 175 4,100 LLENNOX2 (2)O 0® 6"X6" 6"0 _ _ _ _ _ NEW PIPING, DUCTWORK, EQUIPMENT, ETC. (LINE WEIGHT) RTU-2 SECOND FLOOR ROOF 10,000 2,500 1.0 88 81.5 65.9 313.8 247.3 BELT 1061 360 288 2 10.8 10 208 3 60 147 175 4,100 LLENNOX2 0 ® 7 1/2"X7 1/2" 7"0 ® SUPPLY/OUTSIDE AIR DUCT UP (T)PROVIDE UNIT WITH A 2" MERV-7 FILTER, DUAL ENTHALPY ECONOMIZER, POWER EXHAUST, 14" FULL PERIMETER CURB, THROUGH CURB ELECTRICAL CONNECTION, ELECTRICAL CONVENIENCE OUTLET AND SMOKE DETECTORS. 900" 9110 2 ALL UNITS SHALL BE CONTROLLED VIA A REMOTE MOUNTED FIELD CONTROL PANEL LOCATED IN THE MAIN ELECTRIC ROOM. " " ACOUSTIC FLEXIBLE DUCT RETURN/EXHAUST DUCT UP 3 Ld PROVIDE ALL UNITS WITH A VARIABLE VOLUME BELT DRIVE MOTOR AND UNIT MOUNTED VARIABLE FREQUENCY DRIVE. LOCATE DUCT STATIC PRESSURE SENSOR 2/3 DISTANCE FROM UNIT. 10 1/2 X10 1/2 10 0 4 ALL UNITS SHALL BE PROVIDED WITH STAINLESS STEEL TUBULAR HEAT EXCHANGERS AND ALUMINIZED STEEL BURNERS. \X SUPPLY/OUTSIDE AIR DUCT DOWN 12"X12" 12"� / \ El RETURN/EXHAUST DUCT DOWN w co co m ao � CEILING TILE __ Q 10 10 T-BAR SUSPENDED ROUND DUCT UP C ELECTRIC HEAT SCHEDULE cic. ® o 00 0 AIR MOTOR ELEC.''DATA SUPPLY DIFFUSER O a MANUFACTURER RETURN/EXHAUST REGISTERUNIT U LL NO. 17.- z LOCATION MOUNTING OUTPUT CFM EAT LAT Hp RPM KW VOLTS PHASE HZ & MODEL NO. REMARKS .. . n • - ('F) ('F) C FIRE DAMPER z ° U Lu IL EWH-1 STAIR #1 WALL 5.1 - 65 - - - 1.5 208 1 60 QMARK OO PERFORATED DIFFUSER FACE Jw MANUAL VOLUME DAMPER SED-2024 C) EWH-2 STAIR #1 WALL 5.1 - 65 - - - 1.5 208 1 60 QMARKS D-2024 OO O THERMOSTAT 0 z I SUPPLY DIFFUSER CONNECTION DETAIL NTS EUH-1 MAIN ELECTRIC ROOM CEILING 10.2 350 40 67 1/100 1600 3 208 1 60 QMARK Ol O2 0 z F- r MUH-03-81 BTU BRITISH THERMAL UNIT -i U Q o z 5o EUH-2 SPRINKLER ROOM CEILING 10.2 350 40 67 1/100 1600 3 208 1 60 MUH" K81 000 BTUH BRITISH THERMAL UNIT PER HOUR ?�. Ucn OMARK CFM CUBIC FEET PER MINUTE ry u F= EBB-1 JANITOR'S ROOM FLOOR 3.4 N/A N/A N/A N/A N/A 1 208 1 60 C D-1 08 O O DUCT MINIMUM m Q O ECH-1 VESTIBULE CEILING 6.8 283 60 111 - - 2 208 3 60 QMARK 1 2 5 HOLE SIZE OB O = SIZE DUCT HEIGHT NOTES: DB DRY BULB TEMPERATURE 'F CDF-548 O O O 6x4 7.5x5.5 7.5 10x4 11.5x5.5 7.5 ALL ROUND AND RECTANGULAR OPTIONAL FEATURES SHALL DN DOWN OB � O WOMENS BATHROOM QMARK BELLMOUTH FITTINGS SHALL INCLUDE THE FOLLOWING: OB ' ECH-2 CEILING 5.1 - 70 - - - 1.5 208 1 60 O O® 16x4 17.5x5.5 7.5 BE INCLUDED WITH THE FOL- EBB ELECTRIC BASEBOARD OB o } 1ST FLOOR EFF-4004 MENS BATHROOM QMARK 24x4 25.5x5.5 7.5 LOWING STANDARD FEATURES: 1. 26 GUAGE GALVANIZED ECH-3 CEILING 5.1 - 70 - - - 1.5 208 1 60 O1 O2 ® 6x5 7.5x6.5 8.5 QUANDRANT VOLUME DAMPER 1 ST FLOOR EFF-4004 10x5 11.5x6.5 8.5 WITH TIGHT FITTING GASKETING ECH ELECTRIC CEILING HEATER 1. NEOPRENE GASKET TO 16x5 17.5x6.5 8.5 MINIMIZE AIR LEAKAGE. TO MINIMIZE LEAKAGE AT WOMENS BATHROOM QMARK EF EXHAUST FAN ECH-4 CEILING 5.1 - 70 - - - 1.5 208 1 60 p1 02 0 24x5 25.5x6.5 8.5 DAMPER PIVOT POINTS. 2ND FLOOR EFF-4004 2. PRE-DRILLED HOLES 6x6 7.5x7.5 9.5 FOR QUICK MOUNTING. 2. HEAVY DUTY HARDWARE IS ER EXHAUST REGISTER MENS BATHROOM QMARK 10x6 11.5x7.5 9.5 ECH-5 CEILING 5.1 - 70 - - - 1.5 208 1 60 Q O2 ® 3. CONSTRUCTED OF HEAVY AVAILABLE FOR APPLICATIONS 2ND FLOOR EFF-4004 16x6 17.5x7.5 9.5 NOTE: WITH INCREASED STATIC 1 UNIT SHALL BE SUPPLIED WITH ELECTRICAL DISCONNECT. 24x6 25.5x7.5 9.5 DUTY GALVANIZED STEEL EUH ELECTRIC UNIT HEATER MECHANICAL CONTRACTOR 8x8 9.5x9.5 11.5 PRESSURE. 2 UNIT SHALL BE SUPPLIED WITH AN INTEGRAL THERMOSTAT (ADJUSTABLE). SHALL O RESPONSIBLE 16x8 17.5x9.5 11.5 EWH ELECTRIC WAIL HEATER FOR COORDINATION OF 24x8 25.5x9.5 11.5 3 UNIT SHALL BE SUPPLIED WITH CEILING MOUNT BRACKET. BIRD SCREEN ROOF OPENING SIZES AND 10x10 11.5x .5 13.5 EXH EXHAUST 4 UNIT SHALL BE SUPPLIED WITH T-BAR FRAME KIT PLACEMENT OF CURB FOR G.C. 1600 17.5x11.5 13.5 5 UNIT SHALL BE SUPPLIED WITH TRIM KIT FOR HARD CEILING INSTALLATION. W 24x10 25.5x11.5 13.5 FLA FULL LOAD AMPS PREFERRE ALTER NA O FAN SKIRT TAKE-OFF �ING TAKE-OFF FITTING R R FLOOR FPM FEET PER MINUTE ALTER (W1 Lv DIFFUSER, REGISTER & GRILLE SCHEDULE FOAM-RUBBER 12" MIN. OR AS RECTANGULAR AIR 45' RECTANGULAR GPM GALLONS PER MINUTE Q v GASKET APPLIED NECK MANUFACTURER TO UNDERSIDE � .PER SPECIFICATION BELLMOUTH FLOW TAKE-OFF ( � SYMBOL FUNCTION MATERIAL TYPE FINISH DAMPER BLOW PATTERN REMARKS OF FAN CURB CAP FITTING MODEL HP HORSE POWER � SIZE & MODEL N0. 2 - 3 4" SLOTS N FINISHED ROOF RBMD z LD-1 SEE SUPPLY ALUM CEILING WHITE YES »/ TITUS ML38 20 FLASHING LAT LEAVING AIR TEMPERATURE DWGS 48 LENGTH BY ROOFER. d. O O z SD- SEE SUPPLY ALUM CEILING WHITE YES SEE NOTES TITUS TDC 10 LD LINEAR DIFFUSER O �- z Z # DWGS ROOF VD VD LVG LEAVING ♦� � z Q ER-1 SEE EXHAUST ALUM CEILING WHITE NO - TITUS 355FL MOTORIZED DAMPER MBH THOUSAND BTU PER HOUR O DWGS DUCTWORK TG-1 SEE TRANSFER ALUM CEILING WHITE NO - TITUS 355FL MISC. STEEL FRAMED BRANCH BRANCH NTS NOT TO SCALE DWGS OPNG. BY G.C. -J (NOTE: ALL FITTINGS MANUFACTURED BY BUCKLEY ASSOCIATES) J r OA OUTSIDE AIR Q 0 # DENOTES THE BLOW PATTERN. OBD OPPOSED BLADE DAMPER 20 LINEARS SHALL BE SUPPLIED WITH AN INSULATED BOOT AND DAMPER, T-BAR MOUNTING FRAME & CONCEALED HANGING BRACKETS. ROOF-MOUNTED EXHAUST FAN NTS ALTERNATE RECTANGULAR BRANCH DUCT TAKE-OFF NTS RG RETURN GRILLE RPM REVOLUTIONS PER MINUTE FAN TERMINAL BOX SCHEDULE SD SUPPLY DIFFUSER AIR QUANTITY MIN. STATIC NOISE CRITERIA ELECTRICAL DATA MANUFACTURER NOTES: UNIT RANGE CFM PRES. ® MAX. ® MAX. CFM INLET & MODEL # REMARKS 1. OFFSETS WITH FLEX DUCT SHALL NOT EXCEED SP STATIC PRESSURE (INCHES OF WATER) N0. MAX. MIN. CFM IN H2O STATIC PRES. NC SIZE IN. FAN KW VOLTS HZFPHSTAGES 30? AND SHALL BE GRADUAL. OFFSETS IN IN H HP EXCESS OF 30? SHALL BE HARD DUCTED. RTU ROOFTOP UNIT NYLON TY-WRAP TIGHTENED 2. FLEX DUCT SHALL NOT HAVE MORE THAN FTB-1 850 850 0.01 0.13 25 10 1/4 7.5 208 60 3 3 TITUSW/ ATTENUATOR WITH TY-WRAP TOOL OR TOR" SAG/FT. TB TERMINAL BOX DTQS-S-10 REUSABLE S. S. DRAW BAND 3. FOR PERIMETER DIFFUSERS LOCATE DISTANCE TITLE: FROM OUTSIDE WALL SHOWN ON ARCH. PLANS. TG TRANSFER GRILLE TITUS W/ SIZE SCH. 40 PVC PRE FAB CURB BY 4. CONNECTION TO MAIN DUCT SHALL BE WITH FTB-2 850 850 0.01 0.09 25 10 1/4 7.5 208 60 3 3 DTQS-10 W/ ATTENUATOR DRAIN W/ MIN. 3" SEAL AC UNIT MANUFACTURER TAPERED CONNECTION AND VOLUME DAMPER. Np TYPICAL BY HVAC UNION - WB WET-BULB TEMPERATURE 'F LEGEND, 10 ALL REHEAT BOXES SHALL BE SINGLE POINT CONNECTION, 4-WIRE. SPLASH BLOCK BY INTERNALLY INSULATED - SCHEDULES, 20 PROVIDE ALL BOXES WITH DISCONNECT. HVAC CONTRACTOR GAS COCK PLENUM BY DIFFUSER _ WMS WIRE MESH SCREEN N MANUFACTURER NEW ROOFTOP -�-- NOTE: GAS PIPING AND DETAILS BY PLUMBER. C.O. I INSULATED FLEX CONN. HVAC Equipment EXHAUST FAN SCHEDULE FULL SIZE OF PLENUM MAX. LENGTH 5'-0" DRIVE ESP MOTOR RPM ELECTRICAL DATA OPER. MANUFACTURER e77,77,77777-C'0' ADJUSTABLE VANES Designations SYMBOL SERVICE LOCATION TYPE CFM N. WG. HP (MAX.) WT. & MODEL NUMBER REMARKS FLEX CONNECTORS 4'-0"-LONG PLENUM OR AS SCHEDULED, V PH HZ (LBS.) CEILING TEES SYMBOL DESCRIPTION DATE ISSUED: BATHROOMS COOK R.A. DUCT W 1" --------------� i i i _________ __ S.A. DUCT W 1" EF-1 /JANITOR'S CLSTS ROOF BELT 1150 3/8 1/6 1725 120 1 60 75 ACE-B 120CB2 O O 0® INTERNAL LINING. i i INTERNAL LI IN NG. 06.13,2007 EXTEND 20 FEET ---------------- `�-------------- EXTEND 20 FEET SEEEpSCHEDULE FDOR SIZES PLENUM AND DIFFUSER - EQUIPMENT TAG REVISIONS: .. CEILING NOTE: FROM UNIT FROM UNIT - DESIGNATION 1 PROVIDE STANDARD PREWIRED DISCONNECT. NTS NOTE: THE HEXAGON SYMBOL SHALL BE 2 PROVIDE WITH MOTORIZED DAMPER AT ROOF CURB. ROOFTOP UNIT DETAIL NTS LINEAR DIFFUSER CONNECTION USED FOR ALL EQUIPMENT CALLOUTS 3 PROVIDE WITH 12" HIGH MINIMUM ROOF CURB. REQUIRING ELECTRICAL POWER HOOK-UP. 4 PROVIDE WITH ALUMINUM BIRDSCREEN. - EQUIPMENT TAG - CFM AMOUNT NECK SIZE NOWT : THE SQUARE SYMBOL SHALL BE USED FOR ALL EQUIPMENT CALLOUTS THAT DRAWN BY: DO NOT REQUIRE ELECTRICAL POWER. 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I 42N x18� j ! I 90"08" OPEN ENDED DUCT.. ! VD VD COVER OPENING WITH WIRE I " i " � Q 18"x12"' OPEN DUCT. MESH SCREEN. " »COVER 6PENING�NDED WITH WIRE I -..- 90 x18 I 90 x 8 I I zt O ' ' MESH SCREEN. ( TENANT SPACE I I ( I I ■ . FD 90"08" OPEN ENDED DUC'. Q U 78"x15" UP COVER OPENING WITH WIREI 18"x18" COVERED I MESH SCREEN. L Q UI WITH WMS FD 54"x20" UP -- --------- ----- ------- ----- N " ------ - T8-1 -- - - - - --- - 54 x18 ------- f ----------24",�1$" E��€ B€B DUCT--- ---------------- --- ------ O z Cfj 48 x18 OPEN ENDED DUCT. I - COVER OPENING WITH WIRE — COVER OPENING WITH WIRE VD 3 1 O MESH SCREEN. 18 x18 w MESH SCREEN. I j O z VD O °- zz �— 48"x18" 14"� 48"x18" I 24"118" ( z ---------------- - -—- - -- --- -—-— -- -—-—-—-—-—-—-—- 5250 - ------- - - -- - - - - - ------ --- --- - ------ --- ------------I - -—- ------- ------------ -—- ---------- Q NSFER NING WITH - I 10 � � N N � 12"x13" 8�wMS OVEREEA H END. 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MSG PROJECT #: C-0015-06 DRAWING NO.: BJEJR ■ erm't BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue Set No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)4354602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-enoeering.com L r STAMP: oaP S N OF Mqs,�cti s EVt o R ICAL .34989 A90. /STEP�O k�Q SS�QNAL �G\� 1 2 3 4 4. 6 5 5. 3 5� 7 6 63 7 7. 1 7. 9 8 9 10 11 w co � pp oo C� CNI� i o-6 0 0 LO � o � I I I i t II II I I j 0 � j U w U z w CN I _ a1 I -- ----- --- LU Q N 0 j i I I I II II i I I �- O ~ J 0 II II I I I ee o5 g --------- ---- --- --------►-- - - - - ------ - - - - ----- --_4-------- ------I-- -------- -------------- ------------- - 1------ - -I--- -------- ---- WOODEN DECK - --------- --- -—- —-—-—- --- -— ----------- - - - - -—----- -�- - - - - - -�- - - - - - - - - - - - - ---—-—- -—-—- ,------ - - -—- -------- ---- ----- ACOUSTICALLY LINE ALL RETURN DUCTWORK I UP TO RTU-2. "� i42 x18N I I T I 78"05" 6P TO i W 90"x18" OPEN ENDED DUCT. ----- I w --- 90"x18t OPEN ENDED i DUCT. TO SAT D DN. F-- j COVER OPENING WITH SCREENS - -- -- COVER 'OPENING WITH (WIRE I Z O MESH CREEK I I ( I W ( 18"02" UP 18"00" OPEN END " " I Q U Q NANT SPACE - TO EF-1. DUCT W WMS. 54 x20 UP(TO 1 I 1 - RTU-1 ANDIDN. ( ( W r n 24"04" OPEN ENDED DUCT.i I' 18"x12" ' MD TO FIRST FLOOR. V i COVER OPENING WITH WIRE �78�x15" Up TO I I I i z Cn MESH SCREEN. " �1,-2 ANq DN. -- - _ ---- ---- — ------- ----54�t20�1P�D- _ 1RSTFL - - - - - - - - - { - - - p- - - - -- - ------- —�_--- -- — _ — _ -- -_ _--- _ -_ O O RTU-2 AND DN. I , 48 08 OPEN ENDED DUCT. I I I I O 0 z Z VD TO FIRST FLOOR. 1 4$�C18" _ I I i COVER OPENING WITH WIRE I I Z 24"x14" I —+` MESH SCREEN. 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Z iL_ J �l—1L_IL_� ll_IL—IL 11_1l_JL_IL I_ II II II II I II u {I-I I A IL=F�-I-I� 4- --I------------- -------------------------------I -�I� n—rr—r--1—T tr—Ir 1—m—n = �r=u u- $-- i-- o-- = ti I _ i - Er--�-30----------------------- ------- ---------g----- ---- G U u U u U u u u U U U' U U U, U U U � �� U U U U U U ,U U U II U II II II II II O SECOND ER-, I SD-2 I I E H I D-, SD-375 I FLOOR PLAN 6 x6 I 250 4 1 1 200 8 0 100 8 � DATE ISSUED: 06,13.2007 SECOND FLOOR PLAN REVISIONS: DRAWN BY: MSG PROJECT #: C-0015-06 DRAWING NO.: BJEJR Permit BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue Set No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-engineering.com r STAMP: 0F S EnA. tilp o AN rt, AL 34989 A�'C> STIx-- FSS/ONAL ENG\ 1 2 3 4 4, 6 5 5. 3 6 6. 3 7 T1 7. 9 8 9 10 11 1L/ N co I W co 0Np j j 1 m op N Q CV N f� c? c? ob O O I I I I i I II II I I � � j I I I II II I � j it II I I z W j II it I I U z � � — z ~ I I I J---------------------- ------------ I I II II Q z W w N q --- - - j- ------- ----- __ _` _____= - --- - ---- j- I I -1--------�- I I ----- - ---- ---------- _ C 1- I — I I li I I 11 I I I I I I I o0 w j I I I I I I m Q N o II I 1 I ----- ---- ------ I 2F---- ----------I---- - - ®' ® - ------------J -. 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PLENUM SHALL BE CONSTRUCTED FROM FLAMEBAR 2 HOUR FIRE RATED DUCT MATERIAL. � ----- - - -�----- -- - - --------- — -�- ---- ---- -�- -\ ----------- --_ —_ _ _ �- - ----�--------------------- TITLE ----------------_---J ---------------- \------------ --�n -¶R— R�------ ---- ---------- �' - -------------------------- ----- ------------ _ I I II II II II II I II ' i11 II II II II II II --------------- I , I I II it II I II II I I II II II II II II II ii II II II I I II II II II II II II II II II II III II II II II II II II II II II II II II II II II II II II II II II II I I II II II II II II II it II II II II II II III II II II I II II II II II II III II II II II II II II II II II ( I I I II III I I I I I I I II II II II II I I ,I I I I II I I II II II I I I I II I I , , I , 4� II=a4="I_—II-4 L_LLJ j_JL_L_ — — �� u—LL_IL�I_�l_1L_I II_ II II II II II II II II I - ----- -� ---- - --�---- --- ------- ------� -ftt�—7t—Ir�l—I—tr—Ir--II—I Tr =�Tj. fl f�= . _� �� ff= �IC E-��r� ��E- _--- -�--- ------ �-------� -----I----------------(:GD I I I u U U U U U U u U u U N U U U, U U U U U U U U U ,U U U H U 11 H U U U H N I I 1 48"x18' 0TRUDED ALUMINUM LOUVER, RUSKIN MODEL ELF-15J. PROVIDE MOTOR I I I ROOF PLAN 24 x18 HOISTWAY UNIT. DUCT � OPERATED DAMPER AT LOUVER INLET. DAMPER SHALL BE NORMALLY CLOSED/FAIL OPEN. SHALL BE FLAMEBAR 2HR I I COATED DUCT FROM I DAMPER S ALL OPEN UNDER ANY OF THE FOLLOWIN CONDITIONS: RATED COAT TOP OF HOIED UP TO 1. ON SENSING A TEMPERATURE OF 90 DEGREES AND HIGHER AT THE THERMOSTAT IN LOUVER PLENUM. THE HOISTWAY. 2. ON RECEIVING A SIGNAL FROM THE BUILDING FIRE ALARM PANEL INDICATING AN ALARM CONDITION. 3. ON A LOSS OF BUILDING POWER. WIRING OF THE DAMPER CONTROL TO THE FIRE ALARM PANEL SHALL BE BY THE ELECTRICAL SUB—CONTRACTOR. DATE ISSUED: 06,13.2007 REVISIONS: 3 ROOF , PLAN SGALE=I/8 �I -0 DRAWN BY: MSG PROJECT #: C-0015-06 DRAWING NO.: BIEIR Permit BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue Set No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)4354608 BER@BER-Engineering.com www.ber-engineering.com L r STAMP: PART 1 - GENERAL E. REFER TO GENERAL CONDITIONS FOR SUBSTITUTION OF EQUIPMENT. 4. TRANSVERSE JOINTS SHALL BE TDF/TDC OR SLIP JOINTS; USE FLAT OR STANDING SEAM ACCORDING TO SMACNA. WHERE DUCT SIZE REQUIRES STANDING SEAM, BUT SPACE RESTRICTIONS DICTATE FLAT SEAM, NOTIFY ARCHITECT PRIOR TO FABRICATION. 1.0 GENERAL REQUIREMENTS F. IF APPARATUS OR MATERIALS ARE SUBSTITUTED FOR THOSE SPECIFIED UNDER THIS SECTION, AND SUCH SUBSTITUTIONS NECESSITATE � �N F��ss�c CHANGES IN OR ADDITIONAL CONNECTIONS, PIPING SUPPORTS OR CONSTRUCTION, SAME SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE A. INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND SERVICES NECESSARY TO FURNISH, FABRICATE AND INSTALL ALL WORK OWNER. THIS CONTRACTOR SHALL ASSUME COST AND ENTIRE RESPONSIBILITY THEREOF. ARCHITECT'S PERMISSION TO MAKE SUCH C. 2" AND LOWER PRESSURE CLASS DUCTWORK - ROUND: o� T A. SPECIFIED HEREIN. REFER TO THE DRAWINGS FOR FURTHER DEFINITION OF LOCATION, EXTENT AND DETAILS OF THE WORK. SUBSTITUTION SHALL NOT RELIEVE THIS CONTRACTOR FROM FULL RESPONSIBILITY FOR WORK. ^� NICAL 1. JOINTS: 3as8s B. WHERE THE SPECIFICATIONS REFER TO THREE (3) PRODUCTS, BY NAME, CATALOG NUMBER AND/OR MANUFACTURER, IT IS THE INTENT OF G. CHANGES TO WORK ALREADY PERFORMED MADE NECESSARY BY DELAYS IN SHOP DRAWING REVIEW ARE THE RESPONSIBILITY OF THIS A. LONGITUDINAL JOINTS SHALL BE SPIRAL SEAM, BUTT WELDED, LAP AND SEAM WELDED, OR ACME LOCK-GROOVED SEAM. THE SPECIFICATION THAT THE CONTRACTOR SHALL SUBMIT ONE (1) TO THE ARCHITECT FOR APPROVAL CONTRACTOR. B. TRANSVERSE JOINTS SHALL BE BEADED SLEEVE JOINT OR OTHER APPROVED JOINTS LISTED IN SMACNA. USE THREE (3) OR MORE NALE�G\�� SHEETMETAL SCREWS AT 15" UNIFORM INTERVALS ALONG CIRCUMFERENCE OF JOINTS. C. WHERE THE SPECIFICATIONS REFER TO LESS THAN THREE (3) PRODUCTS BY NAME, CATALOG NUMBER AND/OR MANUFACTURER, UNLESS 1.7 EXAMINATION OF SITE AND CONTRACT DOCUMENTS 2. BRANCH FITTINGS SHALL BE CONICAL TEE (BUCKLEY OR EQUAL) OR COMBINATION TEE AS SHOWN IN SMACNA. OTHERWISE SPECIFIED, THE INTENT IS TO ESTABLISH A STANDARD OF QUALITY AND NOT BE CONSTRUED AS LIMITING''COMPETITION; IN SUCH CASES, THE CONTRACTOR MAY, WITH THE PERMISSION OF THE ARCHITECT, SUBMIT DETAILED INFORMATION TO THE ARCHITECT FOR HIS A. BIDDERS ARE ADVISED TO VISIT THE SITE AND INFORM THEMSELVES AS TO CONDITIONS UNDER WHICH THIS WORK WILL BE PERFORMED. D. VOLUME DAMPERS: REVIEW. IF, IN THE JUDGMENT OF THE ARCHITECT, THE SUBMISSION IS ACCEPTABLE, THE ARCHITECT WILL TRANSMIT HIS APPROVAL IN FAILURE TO DO SO WILL, IN NO WAY, RELIEVE THE SUCCESSFUL BIDDER FROM THE RESPONSIBILITY OF FURNISHING ANY MATERIALS OR WRITING T THE CONTRACTOR. PERFORMING ANY WORK IN ACCORDANCE WITH THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS. 1. PROVIDE MANUAL ADJUSTABLE VOLUME DAMPERS, WITH EXTENDED MOUNT INDICATING AND LOCKING QUADRANTS: B. NO CLAIM FOR EXTRA COMPENSATION WILL BE RECOGNIZED IF DIFFICULTIES ARE ENCOUNTERED WHICH AN EXAMINATION OF THE SITE A. ON EACH SUPPLY, RETURN AND GENERAL EXHAUST DUCT TAKE-OFF. 1.1 WORK INCLUDED B. AT EACH TAKE-OFF TO REGISTER, GRILLE OR DIFFUSER (NOT ALL ARE SHOWN ON DRAWINGS). CONDITIONS AND CONTRACT DOCUMENTS PRIOR TO EXECUTING THE CONTRACT WOULD HAVE REVEALED. A. THE INTENTION OF THE SPECIFICATIONS AND PLANS IS TO PROVIDE FOR FURNISHED SYSTEMS, PROPERLY TESTED, BALANCED AND READY 2. NOTE: ALL REQUIRED VOLUME DAMPERS MAY NOT BE INDICATED ON DRAWINGS, BUT DAMPERS SHALL BE PROVIDED AS NECESSARY FOR FOR OPERATION, INCLUDING NECESSARY MINOR DETAILS AND ACCESSORIES REQUIRED TO MAKE THE WORK COMPLETE, EVEN THOUGH SUCH C. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING AND FURNISHING THE CORRECT QUANTITY OF MATERIAL REQUIRED. ROUTING SYSTEM BALANCING. ITEMS MAY NOT BE EXPRESSLY SHOWN OR SPECIFIED. AND EQUIPMENT ARRANGEMENTS SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND ARE NOT WARRANTED TO BE ACCURATE. E. DIFFUSERS, REGISTERS AND GRILLES: m 0 N B. THE SCOPE SHALL INCLUDE, BUT NOT BE LIMITED T0, THE FOLLOWING: D. ARRANGEMENTS SHALL BE MADE WITH THE OWNER PRIOR TO THE VISIT FOR INSPECTION OF THE EXISTING BUILDINGS. ' REGISTERS AND GRILLES FOR SUPPLY AND EXHAUST OUTLETS OF SIZE TYPE AND DESIGN SHOWN ON � M 1. HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS. 1.8 RECORD DRAWINGS 1. PROVIDE ALUMINUM DIFFUSERS, 2. EXHAUST SYSTEMS. DRAWINGS. ACCEPTABLE MANUFACTURERS SHALL BE AGITAIR, TUTTLE & BAILEY, KRUEGER, OR TITUS. ob 0 0 3. SHEET METAL 2. EQUIPMENT SHALL BE TESTED AND RATED PER ASHRAE 91-70. 4. INSULATION. A. THE GENERAL CONTRACTOR SHALL PROVIDE TWO (2) SETS OF BLACKUNE ON WHITE RECORD DRAWINGS TO THIS CONTRACTOR, ONE (1) SET 3. EQUIPMENT SHALL HANDLE AIR QUANTITIES AT OPERATING VELOCITIES: 0 a 5. AUTOMATIC TEMPERATURE CONTROL SYSTEMS. OF WHICH SHALL BE MAINTAINED AT THE SITE AND WHICH SHALL, AT ALL TIMES, BE ACCURATE, CLEAR AND COMPLETE, SHOWING THE ACTUAL A. WITH MAXIMUM DIFFUSION WITHIN SPACE SUPPLIED OR EXHAUSTED. C)6. ELECTRIC HEAT LOCATION OF ALL EQUIPMENT AND PIPING. THE RECORD DRAWINGS SHALL BE AVAILABLE TO THE ARCHITECT'S ENGINEER'S FIELD B. WITHOUT OBJECTIONABLE AIR MOVEMENT AS DETERMINED BY ARCHITECT. 7. ROOFTOP HVAC UNITS REPRESENTATIVE AT ALL TIMES. ANY ADDENDA SKETCHES AND SUPPLEMENTARY DRAWINGS ISSUED DURING THE COURSE OF CONSTRUCTION C. WITH SOUND PRESSURE LEVEL NOT TO EXCEED NC 25. 8. FANS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. 4. SUPPLY AND EXHAUST OUTLETS SHALL HAVE OPPOSED BLADE VOLUME DAMPERS OPERABLE FROM FRONT. L 9. START-UP, TESTING, AND BALANCING 5. SUPPLY REGISTERS SHALL HAVE TWO (2) SETS OF DIRECTIONAL CONTROL BLADES. B. AT THE COMPLETION OF THE CONTRACT, THE GENERAL CONTRACTOR SHALL SUBMIT AN ACCURATE CHECKED SET OF AS-BUILT DRAWINGS. 6. DIFFUSERS WITHIN SAME ROOM OR AREA SHALL BE SAME TYPE AND STYLE TO PROVIDE ARCHITECTURAL UNIFORMITY. = U C. THE WORK COVERED BY THIS SECTION OF THE SPECIFICATION INCLUDES THE FURNISHING OF ALL LABOR AND MATERIALS AND IN NON-AVAILABILITY OF RECORD DRAWINGS OR INACCURACIES THEREIN WILL POSTPONE THE FINAL INSPECTION UNTIL THEY ARE AVAILABLE. 7. SURFACE MOUNT DIFFUSERS, REGISTERS, AND GRILLES SHALL BE FURNISHED WITH GASKETS AND INSTALLED WITH FACES SET LEVEL AND PERFORMING ALL OPERATIONS IN CONNECTION WITH THE INSTALLATION OF THE WAC WORK SHOWN ON THE DRAWINGS AND AS DESCRIBED PLUMB, TIGHTLY AGAINST MOUNTING SURFACE. Q Z HEREIN AND SHALL BE INTERPRETED AS WORK TO BE DONE BY THIS CONTRACTOR. WORK TO BE PERFORMED BY OTHER TRADES WILL C. AFTER APPROVAL OF THESE AS-BUILT DRAWINGS, PHOTO REPRODUCTIONS OF THE ORIGINAL TRACINGS SHALL BE REVISED TO INCORPORATE 8. FINISH SHALL BE AS DIRECTED BY ARCHITECT. ALWAYS BE SPECIFICALLY REFERENCED TO A PARTICULAR CONTRACTOR AND/OR SECTION. ALL THE CHANGES ON THE AS-BUILT DRAWINGS. THESE PHOTO REPRODUCTIONS SHALL BE CERTIFIED AS CORRECT AND DELIVERED TO THE 9. COORDINATE DIFFUSERS, REGISTERS AND GRILLES WITH CEILING AND WALL CONSTRUCTION. REFER TO ARCHITECTURAL DRAWINGS FOR J C) QLO ARCHITECT TOGETHER WITH TWO (2) SETS OF BLACKUNE PRINTS. SEPIA REPRODUCIBLES SHALL NOT BE ACCEPTED AS RECORD DRAWINGS. EXACT LENGTHS AND FOR FRAMING AND MITERING ARRANGEMENTS THAT MAY DIFFER FROM THOSE SHOWN ON HVAC DRAWINGS. 10 1.2 RELATED WORK SPECIFIED ELSEWHERE z ~ ~ o D. ALL COSTS RELATED TO THE FOREGOING REQUIREMENTS SHALL BE PAID FOR BY THIS CONTRACTOR. 2.2 PACKAGED ROOFTOP AIR HANDLING UNIT _ LU A. THE FOLLOWING ITEMS OF LABOR AND MATERIAL INCIDENTAL TO, OR RELATED TO THE INSTALLATION OF THE HVAC WORK SHALL BE U PROVIDED BY OTHERS AT NO COST TO THIS CONTRACTOR. 1.9 RAN A. SYSTEM DESCRIPTION m Q Cn 0 Cn O 1. CUTTING AND PATCHING SHALL BE PROVIDED BY THE INDIVIDUAL TRADES PERFORMING THE WORK UNLESS OTHERWISE NOTED. 2. ALL POWER WIRING, MOTOR STARTERS AND INTERLOCKING, EXCEPT AS INDICATED OR SPECIFIED OTHERWISE, SHALL BE PROVIDED UNDER A. REFER TO GENERAL CONDITIONS OF THE SPECIFICATIONS AND, IN ADDITION, ALL WORK UNDER THIS SECTION SHALL BE GUARANTEED FREE 1. NATURAL GAS SUPPLY PRESSURE: 7 IN. W.C. O = DIVISION 16. FROM DEFECTS IN WORKMANSHIP OR MATERIALS FOR A PERIOD OF ONE (1) YEARS FROM THE DATE OF FINAL ACCEPTANCE OF THE SYSTEM !B INSTALLED. ANY SUCH DEFECTIVE WORK DEVELOPING DURING THIS PERIOD, UNLESS SUCH DEFECTS ARE CLEARLY THE RESULT OF MISUSE OF 2. PACKAGED COOLING: 208/230 V, 3-PHASE CB C, 1E 1.3 DEFINITIONS EQUIPMENT BY PERSONS NOT UNDER THE CONTROL OF THIS CONTRACTOR SHALL BE REPLACED BY THIS CONTRACTOR WITHOUT COST TO THE IME==q o } OWNER. WHERE SUCH DEFECTIVE WORK RESULTS IN DAMAGE TO WORK OF OTHER SECTIONS OF THE SPECIFICATIONS, ALL SUCH WORK SHALL 3. ARI RATED NET COOLING EFFICIENCY: TO MEET OR EXCEED ASHRAE STANDARD 90.1 AT RATED AIRFLOW NOT LESS THAN 350 CFM/TON. A. "'THIS CONTRACTOR" - SHALL MEAN SPECIFICALLY THE HVAC CONTRACTOR PROVIDING WORK UNDER THIS RESPECTIVE SECTION OF THE BE RESTORED TO ITS ORIGINAL CONDITION BY MECHANICS SKILLED IN THE AFFECTED TRADE, AT THE EXPENSE OF THIS CONTRACTOR. THIS SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A SEPARATE WRITTEN GUARANTEE STIPULATING THE AFORESAID CONDITIONS. B. MANUFACTURER'S WARRANTY: SUBMIT, FOR OWNER'S ACCEPTANCE, MANUFACTURER'S STANDARD WARRANTY DOCUMENT EXECUTED BY B. "PROVIDE" - SHALL MEAN THE FURNISHING AND INSTALLING OF MATERIALS AND/OR EQUIPMENT. B. STANDARD EQUIPMENT GUARANTEES OFFERED BY THE MANUFACTURER FOR ONE (1) YEAR OR GREATER SHALL BE IN ADDITION TO THAT AS AUTHORIZED COMPANY OFFICIAL MANUFACTURER'S WARRANTY IS IN ADDITION T0, AND NOT A LIMITATION OF, OTHER RIGHTS OWNER MAY HAVE REQUIRED BY THIS CONTRACTOR. COPY OF MANUFACTURER'S EQUIPMENT GUARANTEES SHALL BE SUBMITTED WITH THIS CONTRACTOR'S UNDER CONTRACT DOCUMENTS. C. "CONCEALED" - SHALL MEAN IN WALLS, IN CHASES, ABOVE CEILINGS, WITHIN ENCLOSED CABINETS, UNDERGROUND, IN TRENCHES OR WRITTEN GUARANTEE. C. WARRANTY: COMMENCING ON DATE OF INSTALLATION. OTHERWISE ENCLOSED. PART 2 - PRODUCTS 1. COMPRESSORS: 5 YEARS (LIMITED). D. "EXPOSED" - SHALL MEAN IN CLOSETS, IN FINISHED ROOMS, UNDER COUNTERS, BEHIND AND/OR UNDER EQUIPMENT AND/OR OTHERWISE 2. INTEGRATED MODULAR CONTROL: 3 YEARS (LIMITED). VISIBLE. 2.0 DUCT INSULATION RNAU 3. OTHER SYSTEM COMPONENTS: 1 YEAR (LIMITED). E. "HVAC" - SHALL MEAN HEATING, VENTILATING AND AIR CONDITIONING. A. GENERAL' 4. ALUMINIZED HEAT EXCHANGERS: 10 YEARS (LIMITED). 1. INSULATION SHALL BE CERTAIN-TEED, KNAUF, MANVILLE, 3M OR OWENS CORNING. INSTALL INSULATION, MASTICS, ADHESIVES, COATINGS, 5. STAINLESS STEEL HEAT EXCHANGERS: 15 YEARS (LIMITED). W F. "GENERAL CONTRACTOR" - SHALL MEAN CONTRACTOR OR CONTRACTORS AS DESIGNATED BY THE CONTRACT DOCUMENTS AS RESPONSIBLE COVERS, WEATHER PROTECTION AND OTHER WORK EXACTLY AS REQUIRED BY MANUFACTURER'S RECOMMENDATIONS. MATERIALS SHALL MEET F- TO PERFORM WORK AS REFERRED UNDER THIS SECTION, AS WELL AS OTHER SECTIONS OF THE SPECIFICATIONS. REQUIREMENTS OF ADHESIVE AND SEALANT COUNCIL STANDARDS AND SMACNA A MANUFACTURER: LENNOX INDUSTRIES, TRANE, YORK. Z O 2. APPLY INSULATION AFTER SYSTEMS HAVE BEEN TESTED, PROVED TIGHT AND APPROVED BY ARCHITECT. REMOVE DIRT, SCALE, OIL, RUST 1.4 CODES. ORDANINANCES AND PERMITS AND OTHER FOREIGN MATTER PRIOR TO INSTALLATION OF INSULATION. B. CABINET: WEATHERPROOFING TESTED AND CERTIFIED. HEAVY GAUGE STEEL PANELS AND FULL PERIMETER HEAVY GAUGE GALVANIZED STEEL LLJ 3. LEAKS IN VAPOR BARRIER OR VOIDS IN INSULATION WILL NOT BE ACCEPTED. BASE RAILS. RAISED EDGES AROUND DUCT AND POWER ENTRY OPENINGS IN BOTTOM OF UNIT. ( , < A. ALL WORK PERFORMED UNDER THIS SECTION OF THE SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE NATIONAL, 4. ASTM E-84 MINIMUM FIRE HAZARD RATINGS SHALL BE 25 FLAME SPREAD, 50 FUEL CONTRIBUTED AND 50 SMOKE DEVELOPED. v rn STATE AND LOCAL CODES, TAWS AND ORDINANCES. 5. WHERE DUCTS ARE INSULATED, FLEXIBLE CONNECTIONS TO DUCTS SHALL BE INSULATED. C. AIRFLOW CONFIGURATION: DOWN-FLOW (VERTICAL) RETURN AIR W Q V 6. INSULATE STANDARD SEAMS WITH SAME MATERIAL AND THICKNESS AS DUCT. B. ALL MATERIALS AND WORK PROVIDED SHALL BE IN ACCORDANCE WITH, BUT NOT LIMITED TO, THE FOLLOWING: 7. ACOUSTICALLY LINED DUCTWORK SHALL NOT BE INSULATED EXTERNALLY, EXCEPT AS NOTED OTHERWISE. D. POWER ENTRY: ELECTRICAL AND GAS LINES BROUGHT THROUGH UNIT BASE. O z (/� 1. ASSOCIATED AIR BALANCE COUNCIL (AABC) 8. RETURN DUCTWORK IN CEILING PLENUMS SHALL NOT BE INSULATED. E. EXTERIOR PANELS: CONSTRUCTED OF HEAVY GAUGE O O Z 2. AIR MOVEMENT AND CONTROL ASSOCIATION 9. INSULATION SHALL BE CONTINUOUS THROUGH WALL AND CEILING OPENINGS AND IN SLEEVES. , GALVANIZED STEEL WITH 2-LAYER ENAMEL PAINT FINISH. 10. TRANSMISSION RATES OF VAPOR BARRIERS SHALL NOT EXCEED 0.02 PERMS. O �- z Z 3. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) F. INSULATION: ALL PANELS ADJACENT TO CONDITIONED AIR FULLY INSULATED WITH NON-HYGROSCOPIC FIBERGLASS INSULATION. UNIT BASE 4. AIR CONDITIONING AND REFRIGERATION INSTITUTE (ARI) B. CONCEALED RECTANGULAR, AND CIRCULAR DUCTWORK: FULLY INSULATED. 5. AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) 1. INSULATE SUPPLY AND RETURN DUCTS IN CONCEALED SPACES AND PLENUMS WITH AT LEAST 1-1/2 THICK FIBROUS GLASS DUCT WRAP, 6. AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) WITH FOIL-KRAFT FLAME RESISTANT VAPOR BARRIER. G. BASE RAIL: FULL PERIMETER BASE RAIL WITH RIGGING HOLES; 3 SIDES WITH FORK SLOTS. O �- 7. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 2. INSULATION DENSITY SHALL BE 3/4 IB/CF AND MAXIMUM K-FACTOR SHALL BE 0.30 AT 75- F MEAN TEMPERATURE. H. ACCESS PANELS: HINGED FOR COMPRESSOR/CONTROLS/HEATING AREAS, BLOWER ACCESS AND AIR FILTER/ECONOMIZER ACCESS; AND, 8. BUILDING OFFICIALS AND CODE ADMINISTRATORS (BOCA) 3. IF INSULATION DOES NOT HAVE PRECUT LAP MAKE LAPPED, BUTT JOINTS BY CUTTING 2" STRIP OF INSULATION AWAY FROM VAPOR SEALED WITH QUARTER-TURN LATCHING HANDLES AND TIGHT AIR AND WATER SEAL < 9. NATIONAL ELECTRICAL CODE (NEC) BARRIER. APPLY 6" STRIPS OF APPROVED ADHESIVE ON 16" CENTERS AND WRAP DUCT WITH INSULATION. STAPLE LAPPED JOINT WITH 10. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) OUTWARD-CLINCHING STAPLES. SEAL STAPLED JOINTS AIRTIGHT WITH APPROVED PRESSURE-SENSITIVE TAPE. I. COMPRESSOR: COPELAND SCROLL TYPE, HERMETICALLY SEALED. 11. NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) 4. FOR RECTANGULAR DUCT 24" OR LARGER IN ANY DIMENSION, AUGMENT APPLICATION METHOD SPECIFIED IN ITEM 3 WITH APPROVED 12. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) MECHANICAL FASTENERS, SUCH AS WELD PINS WITH SPEED WASHERS, ON 18" CENTERS ON BOTTOM OF DUCT. J. FANS, GENERAL: CENTRIFUGAL, FORWARD CURVED IMPELLERS, STATICALLY AND DYNAMICALLY BALANCED. V-BELT DRIVE WITH ADJUSTABLE 13. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) 5. COVER BREAKS IN VAPOR MATERIAL WITH PATCHES OF SAME MATERIAL, SECURED WITH ADHESIVE AND STAPLES. SEAL STAPLES WITH VARIABLE PITCH MOTOR PULLEY. 14. SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) APPROVED PRESSURE SENSITIVE TAPE. 15. UNDERWRITERS LABORATORIES, INC. (UL) 6. FILL VOIDS IN INSULATION AT JACKET PENETRATIONS AND SEAL WITH PRESSURE SENSITIVE TAPE. K. CONDENSER FAN: LOW SOUND OPERATING, PVC COATED FAN GUARD, DIRECT DRIVE PROPELLER TYPE FANS TO DISCHARGE VERTICALLY. 7. TERMINATE VAPOR BARRIER AND EXTEND INSULATION AT STANDOFF BRACKETS. C. WHERE CODE REFERENCES ARE GIVEN, THE LATEST ISSUE OF THAT CODE IN EFFECT AT THE TIME OF BIDDING SHALL BE USED. L CONDENSER FAN MOTOR: PERMANENTLY LUBRICATED, PERMANENT SPLIT CAPACITOR; TOTALLY ENCLOSED FROM WEATHER, DUST AND 2.1 DUCTWORK AND AIR DISTRIBUTION EQUIPMENT CORROSION; PERMANENTLY LUBRICATED BALL BEARINGS; RESILIENTLY MOUNTED; OVERLOAD PROTECTED. D. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND FILING ALL PLANS, SPECIFICATIONS AND OTHER DOCUMENTS, PAY ALL REQUISITE FEES AND SECURE ALL PERMITS, INSPECTIONS AND APPROVALS NECESSARY FOR THE LEGAL INSTALLATION AND OPERATION OF THE A. GENERAL: M. EVAPORATOR COILS: PRESSURE AND LEAK TESTED TO 500 PSI, NONFERROUS COILS WITH ENHANCED ALUMINUM FINS MECHANICALLY SYSTEM AND/OR EQUIPMENT FURNISHED UNDER THIS SECTION OF THE SPECIFICATIONS. BONDED TO DURABLE COPPER TUBES. 1. PROVIDE SUPPORTING.AND HANGING DEVICES NECESSARY TO ATTACH ENTIRE HVAC SYSTEM INCLUDING DUCTWORK AND EQUIPMENT, AND TO E. THIS CONTRACTOR SHALL FRAME UNDER GLASS ALL PERMITS, SECURED BY HIM, ADJACENT TO THE RESPECTIVE 'SYSTEM AND/OR PREVENT VIBRATION. N. CONDENSER COILS: PRESSURE AND LEAK TESTED TO 500 PSI, NONFERROUS COILS WITH ENHANCED ALUMINUM FINS MECHANICALLY TITLE: EQUIPMENT AND REQUIRED TO BE DISPLAYED BY CODE, LAW AND ORDINANCE. THOSE PERMITS SECURED BUT NOT REQUIRED TO BE 2. PROVIDE VERTICAL AND HORIZONTAL SUPPORTS AS REQUIRED BY CODES TO MEET MINIMUM APPLICABLE EARTHQUAKE RESISTANCE BONDED TO DURABLE COPPER TUBES. DISPLAYED SHALL BE INCLUDED IN THE OWNER'S MAINTENANCE MANUAL. STANDARDS. 3. DUCTWORK SHALL BE FREE FROM VIBRATION UNDER ALL CONDITIONS OF OPERATION. DIMENSIONS SHOWN ON DRAWINGS FOR LINED 0. FILTERS: TO MEET NFPA 90A, AIR FILTER REQUIREMENTS; 30% EFFICIENCY, METAL FRAMED, DISPOSABLE 2 INCH PLEATED MERV 7 RATED. 1.5 DRAWINGS AND SPECIFICATIONS DUCTWORK ARE NET INSIDE DIMENSIONS. INCREASE DUCTWORK TO ACCOMMODATE LINING REQUIREMENTS. 4. PIPE OR CONDUIT CROSSING DUCT: P. HEAT EXCHANGER: REMOVABLE FOR SERVICING; STAINLESS STEEL; E.T.L./C.SA. DESIGN CERTIFIED FOR OUTDOOR INSTALLATION. INSHOT A. DRAWINGS: 5. WHENPE, CONDUIT, HANGER,MAKING OFFSETS AND TRACHITECTURAL NSFORMATIONSLNECES ARY TO ACCOMMODATE NOR STRUCTURAL MEMBER STRUCTURAL 0 DITIONSH RESERVE FULL CROSS-SECTIONAL TYPE GAS BURNERS CONSTRUCTED OF ALUMINIZED STEEL SPECIFICATIONS 1. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ARE INTENDED TO CONVEY THE SCOPE OF WORK AND ARE TO INDICATE THE GENERAL AREA OF DUCTWORK SHOWN ON DRAWINGS. Q. DIRECT SPARK IGNITION; ELECTRONIC FLAME SENSOR CONTROLS; FLAME ROLLOUT SWITCH; LIMIT CONTROLS AND AUTOMATIC REDUNDANT ARRANGEMENT OF EQUIPMENT, DUCTS, PIPING, CONDUITS AND FIXTURES. THE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY 6. DUCTWORK SHALL HAVE PRESSURE VELOCITY CLASSIFICATIONS AS FOLLOWS: DUAL GAS VALVE WITH STAGING CONTROL AND COMBUSTION AIR PROVING SWITCH ON COMBUSTION AIR INDUCER. DETAIL OF CONSTRUCTION. 2. THIS CONTRACTOR SHALL REFER TO THE DRAWINGS SHOWING WORK TO BE DONE UNDER THIS SECTION AND ALSO ALL OTHER DRAWINGS DUCT CONSTRUCTION STATIC PRESSURE PRESSURE SMACNA SEAL SMACNA LEAKAGE VELOCITY R. COMPLETE SERVICE ACCESS PROVIDED FOR CONTROLS AND WIRING. RELATED TO THE WORK TO BE DONE UNDER THIS CONTRACT SO THAT HE HAS FULL COMPREHENSION OF THE SCOPE OF HIS WORK AND ITS CLASS RATING CLASS CLASS RELATIONSHIP TO THE OTHER PORTIONS OF THE WORK. S. REFRIGERATION SYSTEM: SELF-SEALING, DISCHARGE, SUCTION AND LIQUID LINE SERVICE GAUGE PORTS, FREEZE-STATS, EXPANSION VALVES 3. CERTAIN DETAILS INDICATED ON THE DRAWINGS ARE GENERAL IN NATURE AND SPECIFIC LABELED DETAIL REFERENCES TO EACH AND 2" 2" POS. OR NEG. B 12 2,500 FPM OR LESS AND FULL REFRIGERANT CHARGE. COPPER TUBING NOT TO TOUCH SHARP METAL SURFACES. EVERY OCCURRENCE OF USE ARE NOT INDICATED; HOWEVER, SUCH DETAILS BY THEIR TITLES SHALL BE APPLICABLE TO EVERY OCCURRENCE - ON THE DRAWINGS. 7. MATERIALS: T. COMPRESSOR CIRCUITS: AUTOMATIC RESET, HIGH PRESSURE SWITCH; AUTOMATIC RESET, LOW PRESSURE SWITCH; LIQUID LINE DATE ISSUED: 4. THE ARCHITECT RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO THE ARRANGEMENT OF OUTLETS, APPARATUS AND A. SHEET METAL DUCTS SHALL BE CONSTRUCTED OF HOT DIPPED GALVANIZED SHEET METAL WITH G90 COMMERCIAL COATING ACCORDING TO FILTERLE OF OPERATING DOWN TO 0 DEGREE DRIER. COOLING SYSTEM CAPABLE OPERATING DOWN TO 0 DEG. F OUTDOOR TEMPERATURE AS SHIPPED FROM THE FACTORY. 06,13,2007 EQUIPMENT UP TO THE TIME OF ROUGHING PIPING AND DUCTS WITHOUT INCURRING EXTRA COST TO THE OWNER. ASTM 527 UNLESS SPECIFIED ELSEWHERE. CAPABLES F (-17 DEGREES C) WITHOUT INSTALLATION OF ADDITIONAL CONTROLS. REVISIONS: 1.6 SHOP DRAWINGS PRODUCT DATA AND SAMPLES B. 2" AND LOWER PRESSURE CLASS DUCTWORK - RECTANGULAR: U. SUPPLY AIR BLOWER: VARIABLE AIR VOLUME WITH FIXED PULLEYS AND VARIABLE FREQUENCY DRIVE WITH BYPASS.A. WITHIN THIRTY (30) DAYS AFTER THE DATE OF NOTICE TO PROCEED AND BEFORE PURCHASING ANY MATERIALS OR EQUIPMENT, SUBMIT TO 1. DUCTS WIDER THAN 19" WITH MORE THAN 10 SQUARE FEET OF UNBRACED PANEL SHALL BE BEADED OR CROSS-BROKEN. V. CENTRIFUGAL SUPPLY AIR BLOWER WITH PERMANENTLY LUBRICATED BALL BEARINGS AND ADJUSTABLE BELT DRIVE. BLOWER ASSEMBLY IS THE ARCHITECT FOR REVIEW, A COMPLETE LIST, IN SIX (6) COPIES, OF ALL MATERIALS TO BE INCORPORATED IN THE WORK. THIS LISTING ACCESSIBLE FOR SERVICING. BLOWER WHEEL STATICALLY AND DYNAMICALLY BALANCED. SHALL BE ARRANGED BY THE ORDER OF OCCURRENCE IN THE SPECIFICATIONS, FOLLOWED BY THE ITEMS ON THE DRAWINGS NOT 2. INTERNAL STIFFENING STRUTS SHALL ONLY BE USED UPON PRIOR WRITTEN APPROVAL OF THE ARCHITECT. SPECIFICALLY INCLUDED IN THE SPECIFICATIONS. 3. MAKE CHANGES IN DUCT SIZE WITH TAPERED CONNECTIONS AS REQUIRED BY SMACNA. CHANGES SHALL NOT EXCEED 30 FROM LINE TO B. AFTER THE LIST HAS BEEN PROCESSED BY THE ARCHITECT, SUBMIT COMPLETE SHOP DRAWINGS AND PRODUCT DATA OF ALL EQUIPMENT. AIRFLOW. TAKE-OFFS TO THE DIFFUSERS SHALL BE 45 LEADING EDGE TYPE OR BELLMOUTH TYPE. THESE SUBMITTALS SHALL BE SUBMITTED WITHIN THIRTY (30) DAYS AFTER THE PROCESSING DATE OF THE ORIGINAL SUBMITTAL LIST. C. ALL SUBMITTALS SHALL BE COMPLETE AND SHALL BE IN THREE-RING, LOOSE-LEAF BINDERS. NO CONSIDERATION WILL BE GIVEN TO PARTIAL SUBMITTALS, EXCEPT WITH PRIOR APPROVAL OF THE ARCHITECT. EACH ITEM SHALL HAVE A COVER PAGE'STATING PROJECT, SPECIFICATION AND PARAGRAPH REFERENCE NUMBER, OR DRAWING REFERENCE NUMBER, AND SCHEDULED EQUIPMENT IDENTIFICATION DRAW B MSG NUMBER, IF APPLICABLE. D. THE REVIEW OF SUBMITTALS DOES NOT RELIEVE THIS CONTRACTOR FROM THE RESPONSIBILITY OF SHOP DRAWING ERRORS IN DETAILS, PROJECT #: C-0015-06 SIZES QUANTITIES WIRING DIAGRAM ARRANGEMENTS AND DIMENSIONS WHICH DEVIATE FROM THE SPECIFICATIONS, CONTRACT DRAWINGS, DRAWING NO.: AND/OR JOB CONDITIONS AS THEY EXIST. _ R B E ■ V m' $UILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue Set No.Easton,MA 02356 E.Providence,R102916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-engineering.com L W. INTEGRATED MODULAR CONTROL (IMC): SOLID STATE CONTROL BOARD TO OPERATE UNIT. BUILT-IN FUNCTIONS INCLUDE: BLOWER ON/OFF 3. FRONT COVER SHALL BE FABRICATED OF MINIMUM 18 GAUGE STEEL 3.3 OPERATING AND MAINTENANCE MANUALS STAMP: DELAY; BUILT-IN CONTROL PARAMETER DEFAULTS; SERVICE RELAY OUTPUT; DIRTY FILTER SWITCH INPUT, DEHUMIDISTAT INPUT, ECONOMIZER A. THIS CONTRACTOR SHALL PROVIDE FOUR (4) COMPLETE SETS OF OPERATING AND MAINTENANCE MANUALS TO THE OWNER PRIOR TO THE CONTROL; GAS VALVE DELAY BETWEEN STAGES; UNIT DIAGNOSIS; DIAGNOSTICS CODE STORAGE; INDOOR AIR QUALITY INPUT; LOW AMBIENT 4. HEATING ELEMENT SHALL BE OF THE NON-GLOWING DESIGN CONSISTING OF NICKEL-CHROMIUM RESISTANCE WIRE EMBEDDED IN CONTROLS; MINIMUM RUN TIME; NIGHT SETBACK MODE; SMOKE ALARM MODE; LOW PRESSURE CONTROL; THERMOSTAT BOUNCE DELAY; 3-DIGIT MAGNESIUM OXIDE AND ENCLOSED IN A STEEL SHEATH TO WHICH ALUMINUM FINS ARE PRESSURED BONDED FOR FAST, EFFICIENT HEAT OPERATING INSTRUCTION PERIOD. MAINTENANCE MANUALS SHALL BE SUBMITTED FOR APPROVAL. THE RECEIPT OF APPROVED MAINTENANCE DISPLAY; DEGREES F OR DEGREES C DISPLAY, 2-STAGE HEAT/3-STAGE COOL THERMOSTAT COMPATIBLE AND WARM-UP MODE. GAS HEATING TRANSFER. ALUMINUM FINS SHALL BE SO DESIGNED AS TO BLOCK SHEATH RADIATION TO FRONT AND BACK OF HEATER BODY. MANUALS BY THE OWNER SHALL BE A PREREQUISITE TO SYSTEM ACCEPTANCE. EACH MANUAL SHALL INCLUDE THE FOLLOWING: CONTROLS: BUILT-IN FUSED DISCONNECT SWITCH. TWO STAGES OF HEATING CONTROL FROM DUCT SENSORS. PROVIDE SMOKE DETECTORS IN 1. A COMPLETE SET OF SHOP DRAWINGS ARRANGED IN ACCORDANCE WITH THEIR APPEARANCE IN THE SPECIFICATIONS. DRAWINGS SHALL DEGREE C INSULATION SUPPLY. MOTORIZED OUTSIDE 2 RETURN AND RELIEF DAMPERS WITH SPRING RETURN DAMPER OPERATOR AND CONTROL PACKAGE TO 5. HEATER SHALL BE DESIGNED TO PERMIT USE OF SUPPLY CONDUCTORS WITH 60 D . . A COMPLETE SET OF OPERATIONAL AND SERVICING INSTRUCTIONS FOR EACH PIECE OF EQUIPMENT, BOUND INTO THE MANUAL ADJACENT AFOLDED AND INCLUDED IN ENVELOPES AND BOUND INTO THE MANUAL A tim AUTOMATICALLY VARY OUTSIDE AIR QUANTITY. OUTSIDE AIR AND EXHAUST AIR DAMPERS, NORMALLY CLOSED. TIGHT-FITTING PARALLEL BLADE 2. rvica�. DAMPERS WITH NEOPRENE OR SUITABLE GASKETS, SYNTHETIC BUSHINGS AND 1% MAXIMUM LEAKAGE. DAMPER OPERATION: 24 V, SPRING 6. HEATERS SHALL BE PROVIDED WITH FACTORY INSTALLED LINEAR THERMAL CUTOUT TO AUTOMATICALLY SHUT OFF HEATER IN THE EVENT TO THE CORRESPONDING SHOP DRAWING. o.349as RETURN MOTOR WITH GEAR TRAIN SEALED IN OIL MIXED AIR CONTROLS: MAINTAIN 55 DEGREES F. UP TO 4 STAGES OF COOLING. LOW OF OVERHEATING AND REACTIVATE WHEN TEMPERATURES RETURN TO NORMAL 3. A COMPLETE LISTING OF ALL EQUIPMENT SUPPLIERS, TOGETHER WITH LOCAL AGENT'S NAMES, ADDRESSES AND TELEPHONE NUMBERS. q�� OUTDOOR AIR TEMPERATURE COMPRESSOR LOCKOUT SET POINT OF 0 DEGREES F FOR EACH COMPRESSOR CIRCUIT. LOW OUTDOOR 4. COPIES OF ALL SERVICE CONTRACTS PROVIDED FOR THE GUARANTEE PERIOD. �SS10A1 LEN��`v TEMPERATURE LIMIT SET POINT INDIVIDUALLY ADJUSTABLE FOR EACH COMPRESSOR CIRCUIT FROM 80 DEGREES F TO -30 DEGREES F. 7. CONTROLS SHALL INCLUDE A BUILT-IN THERMOSTAT AND DISCONNECT SWITCH. 5. COPIES OF ALL EQUIPMENT AND SYSTEM WARRANTIES. X. INSTALLATION: INSTALL PACKAGED ROOFTOP UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, ON ROOF CURBS PROVIDED BY 2.5 TERMINAL BOXES 3.4 OPERATING INSTRUCTIONS MANUFACTURER. RUN DRAIN LINE FROM COOLING COIL CONDENSATION DRAIN PAN TO DISCHARGE ON ROOF. MANUFACTURER SHALL COMMISSION UNITS UPON COMPLETION OF WORK, AFTER CLEANING IS CARRIED OUT. ', A. FURNISH AND INSTALL SINGLE DUCT VARIABLE AIR VOLUME TERMINALS OF THE SIZES AND CAPACITIES SHOWN ON THE PLANS. A. THIS CONTRACTOR SHALL PROVIDE COMPETENT REPRESENTATIVES OF HIS FIRM AND ALSO QUALIFIED REPRESENTATIVES FOR HIS MAJOR EQUIPMENT TO INSTRUCT OWNER-DESIGNATED PERSONNEL ON THE STARTUP, OPERATION, SHUTDOWN, AND SERVICING OF ALL EQUIPMENT 2.3 ROOF EXHAUST FANS B. TERMINALS SHALL BE CERTIFIED UNDER THE ARI STANDARD 880 CERTIFICATION PROGRAM AND CARRY THE ARI SEAL NONCERTIFIED AND SYSTEMS FURNISHED AND INSTALLED UNDER THIS SECTION. NO LESS THAN TEN (10) DAYS NOTICE SHALL BE GIVEN TO THE OWNER TERMINALS MAY BE SUBMITTED AFTER TESTING AT AN INDEPENDENT TESTING LABORATORY UNDER CONDITIONS SELECTED BY THE ENGINEER FOR THE BEGINNING OF THE INSTRUCTION PERIOD TO PERMIT SCHEDULING OF OWNER PERSONNEL. THE INSTRUCTION PERIOD SHALL BE A A. ROOF EXHAUST FANS SHALL BE CENTRIFUGAL BELT DRIVE TYPE. CONSULTANT IN FULL COMPLIANCE WITH ALL COSTS TO BE BORNE BY THE TERMINAL MANUFACTURER. TESTING DOES NOT ENSURE PREREQUISITE TO SYSTEM ACCEPTANCE. ACCEPTANCE. B. THE FAN WHEEL SHALL BE CENTRIFUGAL BACKWARD INCLINED, CONSTRUCTED OF ALUMINUM AND SHALL INCLUDE,A WHEEL CONE B. AT THE CONCLUSION OF THE OPERATING INSTRUCTIONS, THIS CONTRACTOR SHALL HAVE THE OWNER'S PERSONNEL SIGN-OFF STATING m � N CAREFULLY MATCHED TO THE INLET CONE FOR PRECISE RUNNING TOLERANCES. C. THE TERMINAL CASING SHALL BE MINIMUM 22 GAUGE GALVANIZED STEEL, INTERNALLY LINED WITH �"MATT FACED INSULATION WHICH THEY HAVE RECEIVED THE REQUIRED INSTRUCTION. SEPARATE STATEMENTS SHALL BE REQUIRED FOR EACH PIECE OF EQUIPMENT AND ' COMPLIES WITH UL181 AND NFPA 90A. ALL EXPOSED INSULATION EDGES SHALL BE COATED WITH NFPA 90A APPROVED SEALANT TO SYSTEM. THESE STATEMENTS SHALL INCLUDE DATE, NAMES OF OWNER'S REPRESENTATIVE, NAME OF INSTRUCTOR, AND BRIEF DESCRIPTION 00 C. WHEELS SHALL BE STATICALLY AND DYNAMICALLY BALANCED. PREVENT ENTRAINMENT OF FIBERS IN THE AIRSTREAM. THE DISCHARGE CONNECTION SHALL BE SLIP AND DRIVE CONSTRUCTION FOR OF EQUIPMENT OR SYSTEM. 6-6 o 0 ATTACHMENT TO METAL DUCTWORK. D. THE FAN HOUSING AND SHROUD SHALL BE CONSTRUCTED OF HEAVY GAUGE ALUMINUM AND SHALL INCLUDE A WHEEL CONE CAREFULLY 3.5 SYSTEM START-UP AND OPERATION MATCHED TO THE INLET CONE FOR PRECISE RUNNING TOLERANCES. D. THE DAMPER SHALL BE HEAVY GAUGE STEEL WITH SHAFT ROTATING IN DELRIN SELF-LUBRICATING BEARINGS. NYLON BEARINGS SHALL U LL NOT BE ACCEPTED. SHAFT SHALL BE CLEARLY MARKED ON THE END TO INDICATE DAMPER POSITION. STICKERS OR OTHER REMOVABLE A. THIS CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AND SERVICES NECESSARY FOR THE INITIAL STARTUP AND OPERATION OF F. THE FAN HOUSING AND SHROUD SHALL BE CONSTRUCTED OF HEAVY GAUGE ALUMINUM WITH A RIGID INTERNAL SUPPORT STRUCTURE. MARKINGS SHALL NOT BE ACCEPTED. THE MECHANICAL DAMPER SHALL INCORPORATE A MECHANICAL STOP TO PREVENT OVERSTROKING AND ALL SYSTEMS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS SECTION OF THE SPECIFICATIONS. A SYNTHETIC SEAL TO LIMIT CLOSE-OFF LEAKAGE. LU z G. THE FAN SHROUD SHALL HAVE A ROLLED BEAD FOR ADDED STRENGTH. B. THIS CONTRACTOR SHALL PROVIDE THE SERVICES OF QUALIFIED FACTORY REPRESENTATIVES FOR ALL MAJOR EQUIPMENT PRE-START E. ACTUATORS SHALL BE CAPABLE OF SUPPLYING AT LEAST 35 IN-LB OF TORQUE TO THE DAMPER SHAFT AND SHALL BE MOUNTED SETUP, STARTUP AND INITIAL OPERATION. SUCH PERIODS SHALL BE SUFFICIENT TO INSURE PROPER OPERATION OF SYSTEMS AND c~n H. MOTORS SHALL BE MOUNTED OUT OF THE AIRSTREAM ON VIBRATION ISOLATORS. EXTERNALLY FOR SERVICE ACCESS. TERMINALS WITH INTERNAL ACTUATOR MOUNTING OR LINKAGE CONNECTION MUST INCLUDE GASKETED EQUIPMENT. U ACCESS PANEL, REMOVABLE WITHOUT DISTURBING DUCTWORK. I. FRESH AIR FOR MOTOR COOLING SHALL BE DRAWN INTO THE MOTOR COMPARTMENT FROM AN AREA FREE OF DISCHARGE CONTAMINANTS. 3.6 SEQUENCE OF OPERATION F. AT AN INLET VELOCITY OF 2000 FPM, THE DIFFERENTIAL STATIC PRESSURE REQUIRED TO OPERATE ANY TERMINAL SIZE SHALL NOT z � LO J. MOTORS SHALL BE READILY ACCESSIBLE FOR MAINTENANCE. EXCEED .18" WG. FOR THE BASE TERMINAL. A. ROOFTOP AIR HANDLING UNIT OPERATION Z LU W o K. A DISCONNECT SWITCH SHALL BE FACTORY INSTALLED AND WIRED FROM THE MOTOR COMPARTMENT FOR EASE OF ELECTRICAL WIRING. G. ELECTRIC COILS SHALL BE SUPPLIED AND INSTALLED ON THE TERMINAL BY THE TERMINAL MANUFACTURER. COILS SHALL BE ETL LISTED. 1. ROOFTOP AIR HANDLING UNITS SHALL BE PROVIDED WITH AN INTEGRAL SOLID STATE CONTROLLER TO ?> _ COILS SHALL BE HOUSED IN AN ATTENUATOR SECTION INTEGRAL WITH THE TERMINAL WITH ELEMENT GRID RECESSED FROM UNIT DISCHARGE OPERATE UNIT FUNCTIONS. L. ALL FANS SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR SOUND AND AIR PERFORMANCE. A MINIMUM OF 5" TO PREVENT DAMAGE TO ELEMENTS DURING SHIPPING AND INSTALLATION. ELEMENTS SHALL BE I NICKEL CHROME, 2. WHEN THE UNIT IS PUT INTO OCCUPIED MODE BY THE TIME SCHEDULE OR USER OVERRIDE INPUT, THE UNIT WILL ENERGIZE THE Of � 0 SUPPORTED BY CERAMIC ISOLATORS A MAXIMUM OF 3.5" APART, STAGGERED FOR MAXIMUM THERMAL TRANSFER AND ELEMENT LIFE, AND MORNING WARM-UP CYCLE. THE OUTDOOR AIR DAMPERS WILL CLOSE AND ALL TERMINAL BOXES SHALL OPEN TO THE FULL OPEN POSITION. m Q M. EACH FAN SHALL BEAR A PERMANENTLY AFFIXED MANUFACTURER'S NAMEPLATE CONTAINING THE MODEL NUMBER AND INDIVIDUAL BALANCED TO ENSURE EQUAL OUTPUT PER STEP. THE INTEGRAL CONTROL PANEL SHALL BE HOUSED IN A NEMA 1 ENCLOSURE WITH HINGED THE ELECTRIC HEAT ON ALL BOXES SHALL BE LOCKED OUT. THE GAS FURNACE SECTION SHALL FIRE AND OPERATE UNTIL RETURN AIR CB O SERIAL NUMBER FOR FUTURE IDENTIFICATION. ACCESS DOOR FOR ACCESS TO ALL CONTROLS AND SAFETY DEVICES. TEMPERATURE REACHES WARM-UP SET POINT. 3. ONCE AT MORNING WARM-UP SET-POINT, THE GAS FURNACE SECTIONS WILL BE LOCKED OUT AND THE UNIT WILL OPERATE IN NORMAL C-- � N. FANS SHALL BE MANUFACTURED BY GREENHECK, COOK OR APPROVED OTHER. H. ELECTRIC COILS SHALL CONTAIN A PRIMARY AUTOMATIC RESET THERMAL CUTOUT, A SECONDARY MANUAL RESET THERMAL CUTOUT, MODE. THE OUTDOOR AIR DAMPERS SHALL OPEN TO MINIMUM POSITION AS DETERMINED BY THE DEMAND VENTILATION CARBON DIOXIDE DIFFERENTIAL PRESSURE AIRFLOW SWITCH FOR PROOF OF FLOW, AND LINE TERMINAL BLOCK. UNIT SHALL INCLUDE AN OPTIONAL INTEGRAL MONITORS IN THE RETURN AIR AND THE SUPPLY AIR AND EXHAUST AIR FANS SHALL OPERATE TO MAINTAIN STATIC PRESSURE IN THE OB o 2.4 ELECTRIC HEATERS DOOR INTERLOCK TYPE DISCONNECT SWITCH WHICH WILL NOT ALLOW THE ACCESS DOOR TO BE OPENED WHILE POWER IS ON. SUPPLY AIR DUCTWORK. THE SUPPLY AIR TEMPERATURE SHALL OPERATE TO MAINTAIN THE DISCHARGE AIR TEMPERATURE SET POINT (55 NON-INTERLOCKING TYPE DISCONNECTS ARE NOT ACCEPTABLE. ALL INDIVIDUAL COMPONENTS SHALL BE UL LISTED OR RECOGNIZED. DEGREES F, ADJUSTABLE) BY USE OF MECHANICAL COOLING OR ECONOMIZER OPERATION. A. ELECTRIC FAN FORCED WALL HEATER 4. SPACE HEATING SHALL TAKE PLACE BY TERMINAL BOXES OR UNIT HEATERS. PART 3 - EXECUTION 1. FURNISH AND INSTALL WHERE INDICATED ON PLANS, ELECTRIC FAN FORCED WALL HEATERS SUITABLE FOR LARGE AREAS AND UL LISTED B. EXHAUST FAN OPERATION FOR WALL, RECESSED OR SURFACE MOUNTING. 3.0 MATERIALS AND WORKMANSHIP 1. THE TOILET ROOM EXHAUST FAN SHALL OPERATE BASED ON A TIME SCHEDULE. PROVIDE 7-DAY PROGRAMMABLE TIME CLOCK TO START 2. THE HEATER ASSEMBLY WHICH FITS INTO THE BACK BOX SHALL CONSIST OF A HEAVY GAUGE STEEL FAN PANEL UPON WHICH IS MOUNTED A. ALL MATERIALS INSTALLED IN THIS WORK SHALL BE NEW, UNLESS NOTED FOR REUSE, WITHOUT DAMAGED FUNCTIONAL OR AESTHETIC AND STOP FAN BASED ON PROGRAMMED SCHEDULE. ALL OF THE OPERATIONAL PARTS OF THE HEATER. COMPONENTS. ALL EQUIPMENT FINISHED SHALL BE TOUCHED UP WITH MATCHING FINISHES WHERE SLIGHT SCRATCHES OCCUR. EQUIPMENT OR MATERIAL SUBJECT TO SEVERE DETERIORATION SHALL BE COMPLETELY REFINISHED OR REPLACED AS DIRECTED BY THE ARCHITECT. C. TERMINAL BOX OPERATION 3. THE HEATING ELEMENT SHALL BE OF THE NON-GLOWING DESIGN CONSISTING OF AN I NICKEL-CHOMIUM RESISTANCE WIRE EMBEDDED IN MAGNESIUM OXIDE AND ENCLOSED IN A STEEL SHEATH TO WHICH METAL PLATED FINS ARE COPPER BRAZED. THE ELEMENT SPALL BE B. ALL LABOR UTILIZED IN THE INSTALLATION OF WORK SHALL BE EXPERIENCED IN THE RESPECTIVE TRADE REQUIRED. THE INSTALLATION 1. THE TERMINAL BOXES SHALL OPERATE BASED ON PROGRAMMABLE SPACE TEMPERATURE SENSORS. Ly 0 WARRANTED FOR 5 YEARS. THE FAN SHALL BE FIVE-BLADED ALUMINUM. THE FAN SHALL BE TOTALLY ENCLOSED. OF EXPOSED FINISHED MATERIALS SHALL BE NEATLY DONE FLUSH, STRAIGHT AND/OR PLUMB, WITHOUT DISTORTION, MEETING THE BUILDING PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT FOR EACH TERMINAL BOX. FINISHED SURFACES. 2. DURING OCCUPIED HOURS, THE TERMINAL BOX SHALL OPERATE TO MAINTAIN SPACE TEMPERATURE SET W Q 4. FAN CONTROL SHALL BE OF BI-METTALLIC SNAP-ACTION TYPE AND SHALL ACTIVATE FAN AFTER HEATING ELEMENT REACHES OPERATING POINT. ON A RISE IN SPACE TEMPERATURE, THE BOX SHALL OPEN TO ALLOW MORE COOLING AIR FLOW. AS THE SPACE TEMPERATURE O TEMPERATURE. THE FAN SHALL CONTINUE TO OPERATE AFTER THE THERMOSTAT IS SATISFIED AND UNTIL THE HEATING ELEMENT IS COOL. C. ALL HVAC MATERIALS AND EQUIPMENT SHALL CONFORM TO THE STANDARDS LISTED WITHIN THIS SECTION OF THE SPECIFICATIONS AND FALLS, THE OPPOSITE SHALL OCCUR. IF AT MIN POSITION, THE TEMPERATURE CONTINUES TO FALL, THE TERMINAL BOX SHALL ENERGIZE THE WHEREVER SUCH STANDARDS HAVE BEEN ESTABLISHED, ITEMS SHALL BEAR ITS RESPECTIVE LABEL. ELECTRIC HEAT STARTING AT THE LOWEST STAGE UNTIL THE SPACE TEMPERATURE SENSOR IS SATISFIED. W 1"y 5. THE SINGLE POLE THERMOSTAT SHALL BE OF THE BI-METALLIC SNAP-ACTION TYPE WHEN WITH ENCLOSED CONTACTS. A PLUG BUTTON 3. DURING UNOCCUPIED HOURS, THE TERMINAL BOX SHALL CLOSE TO MINIMUM SETTING AND ENERGIZE / Q SHALL BE PROVIDED TO REPLACE THE THERMOSTAT KNOB AND RENDER UNIT TAMPER-RESISTANT. D. WHERE LABOR TO BE FURNISHED MUST MEET SPECIFIC CODE REQUIREMENTS, ONLY INDIVIDUALS CERTIFIED TO DO SUCH SHALL BE USED. THE ELECTRIC HEAT TO MAINTAIN UNOCCUPIED SPACE TEMPERATURE SET POINT. Q l.J (=n 75 6. A MANUAL THERMAL CUTOUT SHALL BE BUILT INTO THE SYSTEM TO AUTOMATICALLY SHUT OFF THE HEATER IN THE EVENT OF OVERHEATING E. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS WITH ADEQUATE D. ELECTRIC HEATER OPERATION v TO REACTIVATE THE MANUAL THERMAL CUTOUT THE RED RESET BUTTON MUST BE RESET AFTER TEMPERATURE RETURNS TO NORMAL THE RED CLEARANCE FOR ACCESS FOR MAINTENANCE. RESET BUTTON SHALL BE ACCESSIBLE THROUGH THE LOWERED FRONT COVER. 1. EACH ELECTRIC HEATING DEVICE SHALL BE EQUIPPED WITH A UNIT OR WALL MOUNTED THERMOSTAT. ON A CALL FOR HEATING, THE UNIT O z 3.1 COORDINATION SHALL ENERGIZE THE FAN (IF EQUIPPED) AND HEATING ELEMENT. O O Z 7. A DOUBLE-POLE SINGLE THROW DISCONNECT SWITCH SHALL BE MOUNTED ON THE BACK OF THE BOX FOR POSITIVE DISCONNECT OF THE POWER SUPPLY. IT WILL BE CONCEALED BEHIND THE FRONT COVER. A. THIS CONTRACTOR SHALL GIVE FULL COOPERATION TO OTHER TRADES AND TO THE GENERAL CONTRACTOR AND SHALL FURNISH ANY O Z Z z Q - D IS INFORMATION NECESSARY TO PERMIT THE WORK OF ALL TRADES TO BE INSTALLED SATISFACTORILY AND WITH LEAST POSSIBLE INTERFERENCE r 8. THE BACK BOX SHALL BE DESIGNED FOR DUTY AS A RECESSED ROUGH IN BOX IN EITHER MASONRY OR FRAMED INSTALLATIONS AN OR DELAY. IF THIS CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES, HE SHALL MAKE THE NECESSARY ALSO USED WITH THE SURFACE MOUNTING FRAME IN SURFACE MOUNTING INSTALLATIONS. THE BACK BOX SHALL BE 20 GAUGE GALVANIZED CHANGES IN HIS WORK TO CORRECT THE CONDITION, WITHOUT EXTRA CHARGE. IN AREAS, IF DUE TO CONSTRUCTION CONDITIONS, MORE STEEL AND SHALL CONTAIN KNOCKOUTS THROUGH WHICH POWER LEADS ARE BROUGHT. THAN ONE (1) TRADE IS REQUIRED TO USE COMMON OPENINGS IN BEAMS, CONDUITS, ETC., THIS CONTRACTOR MUST PLAN AND LOCATE THE POSITIONS OF THE ITEMS OF PIPING, DUCTS, CONDUITS, ETC., WHICH ARE UNDER THE SCOPE OF HIS CONTRACT WITH THAT OF ITEMS J 9. THE LOUVERED FRONT COVER SHALL BE OF HEAVY GAUGE STEEL FINISHED IN NORTHERN WHITE BAKED ENAMEL UNDER THE SCOPE OF OTHER CONTRACTORS, IN ORDER THAT ALL ITEMS ARE PROPERLY LOCATED AND MAY BE ACCOMMODATED WITHIN THE J r SPACE AVAILABLE. LOCATION AND POSITIONING SHALL BE DONE PRIOR TO INSTALLATION AND TO THE SATISFACTION OF THE ARCHITECT = r B. ELECTRIC CEILING HEATERS AND UNIT HEATERS AND/OR ENGINEER. � r 1. FURNISH AND INSTALL WHERE INDICATED ON PLANS, ELECTRIC UNIT HEATERS SUITABLE FOR SMALL AND LARGE 'AREAS AND UL LISTED FOR B. THIS CONTRACTOR SHALL OBTAIN DETAILED PRINTED INFORMATION FROM THE MANUFACTURER OF EQUIPMENT WHICH HE IS TO PROVIDE HORIZONTAL OR VERTICAL MOUNTING. FOR THE PROPER METHODS OF INSTALLATION. HE SHALL ALSO OBTAIN ALL INFORMATION FROM THE GENERAL CONTRACTOR AND OTHER 2. THE CABINET SHALL BE MADE OF 18 GAUGE DIE FORMED FURNITURE GRADE STEEL AND SHALL BE PHOSPHATE COATED TO RESIST CONTRACTORS WHICH MAY BE NECESSARY TO FACILITATE HIS WORK AND THE COMPLETION OF THE WHOLE PROJECT. ALL EQUIPMENT SHALL CORROSION. INDIVIDUAL ADJUSTABLE LOUVERS WITH 30 DEGREES DOWNWARD STOPS SHALL BE FURNISHED TO PROVIDE DESIRED CONTROL OF BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DISCHARGE AIR. HEATER SHALL BE OF THE DRAW-THROUGH AIR FLOW DESIGN TO ELIMINATE ELEMENT HOT SPOTS'AND EXTEND ELEMENT LIFE. THE CABINET SHALL BE FINISHED IN A DECORATIVE TWO TONED NEUTRAL GRAY-BRONZE BROWN BAKED ENAMEL C. THE WORK TO BE ACCOMPLISHED UNDER THIS SECTION INCLUDES WORK WITHIN EXISTING AREAS ADJACENT TO THE SITE OF NEW CONSTRUCTION. CONTINUITY OF SERVICES WITHIN EXISTING AREAS SHALL BE MAINTAINED. ANY INTERRUPTION OF SERVICES NECESSARY TO 3. THE HEATING ELEMENT SHALL BE OF THE NON-GLOWING DESIGN CONSISTING OF AN 80/20 NICKEL-CHOMIUM RESISTANCE WIRE, EMBEDDED ACCOMPLISH THE WORK SHALL BE MADE ONLY WITH THE CONSENT OF THE GENERAL CONTRACTOR AND AT SUCH TIME(S) AS THE OWNER IN MAGNESIUM OXIDE AND ENCLOSED IN A STEEL SHEATH TO WHICH ALUMINUM FINS ARE ATTACHED FOR FASTER HEAT TRANSFER. THE DESIGNATES. HEATING ELEMENTS SHALL HAVE PROTECTED AIR INLET LOUVERS. THE HEATING ELEMENTS SHALL BE WARRANTED FOR 5 YEARS. D. THIS CONTRACTOR SHALL NOT UNNECESSARILY DISTURB OR INTERFERE WITH THE OWNER'S USE OF THE FACILITIES ASSOCIATED WITH OR 4. THE FAN MOTOR SHALL BE TOTALLY ENCLOSED, CONTINUOUS HEAVY DUTY ALL ANGLE OPERATION WITH A BUILT-IN THERMAL OVERLOAD ADJACENT TO THIS CONTRACT. WHEN INTERFERENCE IS NECESSARY, PERMISSION SHALL BE OBTAINED FROM THE GENERAL CONTRACTOR TITLE: PROTECTION. BEFORE ANY OPERATION OR SERVICE LINE IS DISTURBED OR DISCONNECTED. 5. FAN CONTROL SHALL BE OF THE BI-METTALLIC SNAP-ACTION TYPE AND SHALL ACTIVATE FAN MOTOR AFTER HEATING ELEMENTS REACH E. THIS CONTRACTOR SHALL INCLUDE UNDER COORDINATION WORK THE INSTALLATION OF ALL SYSTEMS IN CONFORMANCE WITH GOVERNING OPERATING TEMPERATURE. THE FAN SHALL CONTINUE TO OPERATE AFTER THERMOSTAT IS SATISFIED AND UNTIL THE HEATING ELEMENTS ARE CODES. THIS CONTRACTOR IS ADVISED THAT NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT SHALL BE COOL. PERMITTED TO BE INSTALLED IN, ENTER OR PASS THROUGH SUCH SPACES OR ROOMS PROVIDED FOR SWITCHBOARDS AND PANELBOARDS IN ACCORDANCE WITH ARTICLE 384 OF THE NATIONAL ELECTRICAL CODE. SPECIFICATIONS 6. A THERMAL CUTOUT OF THE LINEAR CAPILLARY TYPE SHALL BE BUILT INTO THE SYSTEM TO AUTOMATICALLY SHUT OFF THE HEATER IN THE F. DIFFUSERS, GRILLES AND REGISTERS LOCATED IN THE CEILING SHALL BE LOCATED AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING EVENT OF OVERHEATING AND REACTIVATE WHEN TEMPERATURE RETURNS TO NORMAL PLAN AND COORDINATED WITH CEILING GRID, LIGHTS, SPEAKERS, ETC. ITEMS SHOWN ON THE HVAC DRAWINGS, BUT NOT LOCATED ON THE , 7. A 24 VAC TRANSFORMER AND CONTACTOR SHALL BE PROVIDED ON HEATERS OF 7.5 KW AND GREATER TO ALLOW SAFER MORE PRECISE REFLECTED CEILING PLAN SHALL BE COORDINATED TO BE LOCATED AS INDICATED ON THE HVAC DRAWINGS. TEMPERATURE CONTROL. LINE VOLTAGE CONTROLS SHALL BE PROVIDED ON 3.0 KW AND 5.0 KW, 208-240-277 VAC HEATERS FOR LL MAT TEMPERATURE CONTROL. 3.2 PROTECTION AND CLEAN-UP 8. HEATERS SHALL BE SUPPLIED WITH MOUNTING BRACKETS, DISCONNECT KIT, AND INTEGRAL THERMOSTAT KIT UNLESS REMOTE THERMOSTAT A. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF ALL MATERIALS AND EQUIPMENT FURNISHED BY HIM IS SHOWN ON THE DRAWINGS. DURING THE CONSTRUCTION PERIOD FROM LOSS, DAMAGE OR DETERIORATION UNTIL FINAL ACCEPTANCE BY THE OWNER. ALL MATERIALS DATE ISSUED: AND EQUIPMENT ON THE JOBSITE SHALL BE STORED AND PROTECTED FROM THE WEATHER. ALL PIPING AND EQUIPMENT OPENINGS SHALL C. ELECTRIC BASEBOARD BE TEMPORARILY CLOSED DURING CONSTRUCTION TO PREVENT OBSTRUCTION AND DAMAGE. 06.13.2007 1. FURNISH AND INSTALL WHERE INDICATED ON PLANS, ELECTRIC BASEBOARD SUITABLE FOR CONTINUOUS OPERATION AND UL LISTED FOR B. ALL EQUIPMENT WITH DAMAGED FINISHED SURFACES SHALL BE CLEANED AND REPAINTED WITH THE SAME PAINTS AS WERE FACTORY REVISIONS: MOUNTING ON ANY FLOOR SURFACE INCLUDING CARPETING. APPLIED. -- 2. ENCLOSURE SHALL BE FABRICATED OF MINIMUM .028" ELECTROGALVANIZED STEEL WITH MINIMUM .040" ELECTROGALVANIZED STEEL CONTROL C. CLEAN-UP: KEEP THE JOBSITE FREE FROM THE ACCUMULATION OF WASTE MATERIALS AND RUBBISH DAILY. AT COMPLETION OF THE BOXES. SUPPORT BRACKETS SHALL BE 18 GAUGE STEEL JUCTION BOX ENCLOSURE TO HAVE PROVISIONS FOR INCOMING AND OUTGOING WORK, REMOVE ALL RUBBISH, CONSTRUCTION EQUIPMENT AND SURPLUS MATERIALS FROM THE SITE AND LEAVE THE PREMISES IN A CLEAN CABLE WITH CABLE CLAMP FOR RESTRAINING WIRE WITHOUT ADDITIONAL HARDWARE. GROUND WIRE PIGTAIL PROVIDED IN EACH JUNCTION BOX CONDITION. FOR GROUNDING. DRAWN BY: MSG PROJECT #: C-0015-06 DRAWING NO.: BJEJR Permit $UILDBIG ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue M 6 Set No.Easton,MA 02356 E.Providence,R102916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-engineering.com L r STAMP: LEGEND * MOUNTING HEIGHTS SHALL BE AS INDICATED UNLESS SHOWN OTHERWISE ON ELECTRICAL CF DRAWINGS OR ARCHITECTURAL ELEVATIONS LIGHTING FIXTURE SCHEDULE ``Y40 ALL SYMBOLS MAY NOT BE SHOWN ON PLANS q TYPE DESCRIPTION MANUFACTURER & LAMPS REMARKS ' RACEWAYS AND WIRING FIRE A SYSTEM MISCELLANEOUS ABBREVIATIONS CATALOG NUMBER NUMBER TYPE VOLTS WATTS � FG1SA� SINGLE PHASE HOMERUNS TO PANELBOARD. "P4" DENOTES PANEL, "1,3,5" ® MANUAL PULL STATION MOUNTED 48" AFF JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT 3R NEMA 3R RATING A DECORATIVE PENDANT MOUNTED �S2020-6C26E COTT 6 26W PL 120 26 P4-1,3,5 DENOTES CIRCUIT NUMBERS, [(3) 20A, 1P CIRCUITS] NUMBER OF SLASH MARKS DENOTES NUMBER OF #12AWG CONDUCTORS IN MINIMUM 3/4"C. NO SLASH M AUDIOVISUAL ALARM MOUNTED 80" AFF. "M" DENOTES MINI-UNIT EF EXHAUST FAN 4X NEMA 4X RATING MARKS INDICATE 2#12 & 1#12G-3/4 C UNLESS INDICATED OTHERWISE. CP CONTROL PANEL A AMPERES DECORATIVE PENDANT MOUNTED SCOTT 8 26W PL 120 26 P4-2 MULTI-POLE HOMERUN TO PANELBOARD. "P4" DENOTES PANEL, "2" DENOTES VISUAL ONLY UNIT MOUNTED 80" AFF. Al FIXTURE #S022-8C26E --H} CIRCUIT NUMBER, 20 AMP 3 POLE C/B. NUMBER OF SLASH MARKS DENOTES I IONIZATION SMOKE DETECTOR PB PULL BOX - SIZED PER NEC FOR CONDUITS ENTERING AND LEAVING AFF ABOVE FINISHED FLOOR 20/3 NUMBER OF #12AWG CONDUCTORS IN MINIMUM 3/4"C. SD PHOTOELECTRIC SMOKE DETECTOR: "I" DENOTES 10�*@ FIRE RATED POKE-THRU WITH FLUSH MOUNTED DEVICES AS INDICATED AFG ABOVE FINISHED GRADE RECESSED COMPACT FLUORESCENT PRESCOLITE 1 32W PLT 120 32 N 00 SS gp SINGLE STATION 120V SMOKE DETECTOR - B DOWNLIGHT WITH EMERGENCY #CFT632HEB-EM/STF602H NOTES: AIC AMPERE INTERRUPTING CAPACITY BATTERY BALLAST Q co � 1. GREEN GROUND CONDUCTOR NOT INDICATED BUT SHALL BE INCLUDED IN EACH T/D FIRE RATED POKE THRU WITH FLEXIBLE CONNECTION TO FURNITURE °O `v RACEWAY. SIZE SHALL BE #12AWG UNLESS INDICATED OTHERWISE. D 135' FIXED TEMPERATURE HEAT DETECTOR. SYSTEM -T/D" DENOTES TEL/DATA SYSTEM DEVICE # @ 19(y "190'" INDICATES 190 F FIXED TEMPERATURE ARCH ARCHITECT RECESSED COMPACT FLUORESCENT PRESCOLITE co `0 E 2#10,#LOG EMERGENCY ONLY WIRING TV CABLE TELEVISION OUTLET, WALL MOUNTED B1 WALLWASHER #CFT632HEB/STF602H-WW 1 32W PLT 120 32 o6S 0 0 SPRINKLER TAMPER SWITCH FURNISHED AND INSTALLED BY THE FIRE ATS AUTOMATIC TRANSFER SWITCH 0 = "' _PE— PRIMARY CONDUIT DUCT BANK @ PROTECTION SUBCONTRACTOR, WIRED BY THE ELECTRICAL SUBCONTRACTOR WP Qp PUSHBUTTON AND PLATE, "WP" DENOTES WEATHERPROOF 1 A19 60W PROVIDE WITH SATIN OPAL' AWG AMERICAN WIRE GAUGE DECORATIVE WALL SCONCE GINGER SYNCHRO U SE SECONDARY CONDUIT DUCT BANK SPRINKLER WATER FLOW SWITCH FURNISHED AND INSTALLED BY THE FIRE FIXTURE GINGER SYNCHRO #GG-1982 (B) 120 GLASS WITH CHROME GHT OPTION PROTECTION SUBCONTRACTOR, WIRED BY THE ELECTRICAL SUBCONTRACTOR. 6 BUZZER/BELL, LOW VOLTAGE C CONDUIT C 1 C7 20W AND MATTE CHROME FINISH — T TELEPHONE SERVICE CONDUIT DUCT BANK T LOW VOLTAGE TRANSFORMER, z g DH MAGNETIC DOOR HOLD OPEN DEVICE © C/B CIRCUIT BREAKER - _ _ 1— C1 DECORATIVE WALL SCONCE FIXTURE TO BE SELECTED 120 � � U FIRE ALARM MASTER BOX MUSHROOM TYPE PUSHBUTTON STATION FOR ACTIVATION C.T. CURRENT TRANSFORMER FIXTURE BY ARCHITECT Cn U LIGHTING FIXTURES 4 OF SHUNT-TRIP DEVICE ON INDICATED CIRCUIT BREAKER Z A - SD DUCT MOUNTED SMOKE DETECTOR WITH SAMPLING TUBE CAT CATALOG C PHOTO-CELL 8'-0" FLUORESCENT STRIP COLUMBIA 4 F032T8/ 120 32 r) FLUORESCENT LIGHTING FIXTURE CEILING OR RECESSED MOUNTED. "A" DENOTES ® D 2a FIXTURE TYPE, "2" DENOTES CIRCUIT NUMBER, "a" DENOTES SWITCH CONTROL, RTS REMOTE TEST STATION FOR DUCT SMOKE DETECTOR WITH CKT CIRCUIT FIXTURE #CS8-232-E68120 835 zJ Z U Q 10 NAMEPLATE LABELED ACCORDINGLY TC TIME CLOCK 0 LIGHT FIXTURE WIRED TO CONSTANT-ON NIGHT LIGHT CIRCUIT CU COPPER z ~_ o O RAI REMOTE ALARM INDICATOR RPM KEY PAD D1 4'-0" FLUORESCENT STRIP COLUMBIA 2 F032T8/ 120 32 = N DWG DRAWING FIXTURE #CS4-232-EB8120 835 0 U w O LIGHT FIXTURE WITH EMERGENCY BATTERY BALLAST FACP FIRE ALARM CONTROL PANEL MD El--- MOTORIZED DAMPER mQ ~ � �----� CL FLUORESCENT BARE LAMP STRIP OR INDUSTRIAL STRIP E WIRED ON EMERGENCY CIRCUIT N FAA FIRE ALARM REMOTE ANNUNCIATOR 3'-0" FLUORESCENT STRIP COLUMBIA 2 F025T8/ 120 25 OB_ !0 = INCANDESCENT OR COMPACT FLUORESCENT RECESSED OR SURFACE MOUNTED EC ELECTRICAL CONTRACTOR D2 FIXTURE #CS4-225-E68120 835 S 0 LIGHTING FIXTURE CM ADDRESSABLE CONTROL MODULE 0 '� c EM EMERGENCY COLOR TO BE SELECTED BY OB o FO WALL MOUNTED LIGHTING FIXTURE MM ADDRESSABLE MONITOR MODULE MECHANICAL EQUIPMENT ETD EXISTING TO BE DEMOLISHED F FIXTURE E EXTERIOR WALL SCONCE �BCR 61-P NE LIGHTING 42-EL.B-120-BLK 1 PAW 120 42 ARCHITECT. it CEILING MOUNTED ILLUMINATED EXIT SIGN, ARROWS AS INDICATED ON DRAWINGS EXTERIOR FIRE ALARM BEACON M COLOR WALL MOUNTED ILLUMINATED EXIT SIGN - SHADING INDICATES FACE PLATE(S) ® KNOX BOX TAG ABBREVIATIONS ETR EXISTING TO REMAIN I EXTERIOR RECESSED RUUD 1 26W 120 26 BY ARCHITECT. O BE SELECTED ETRL EXISTING TO BE RELOCATED G FIXTURE WITH EMERGENCY R7F26/32EM-RT18 PLT EMERGENCY BATTERY UNIT q)--DENOTES DENOTES EQUIPMENT TYPE BATTERY BALLAST REMOTE EMERGENCY ONLY LIGHT HEADS - SINGLE OR DOUBLE AS SHOWN POWER DISTRIBUTION EQUIPMENT UNIT NUMBER ETRP EXISTING TO BE REPLACED PROVIDE WITH #PS4S17C1-BZ 1 POLE MOUNTED SITE RUUD 150W 208 185 17' POLE-COLOR TO BE WP ® DISTRIBUTION PANEL G GROUND SL1 LIGHTING FIXTURE #PR2615-M M.H. SELECTED BY ARCHITECT. 1 WEATHER PROOF EMERGENCY ONLY LIGHT FIXTURE ACC AIR-COOLED CONDENSER PANELBOARD, SURFACE MOUNTED GC GENERAL CONTRACTOR PROVIDE WITH #PS4S17C2-BZ POLE MOUNTED SITE LIGHTING FIXTURE AH AIR HANDLER TWIN POLE MOUNTED SITE RUUD 2 150W 208 370 17' POLE-COLOR TO BE ^� = PANELBOARD, FLUSH MOUNTED GFI GROUND FAULT INTERRUPTER SL2 LIGHTING FIXTURE (2)#PR2615-M M.H. SELECTED BY ARCHITECT. W 0 TRACK LIGHTING AND HEADS, LENGTH OF TRACK AND QUANTITY OF HEADS B BOILER Q AS SHOWN ON FLOOR PLANS JUNCTION BOX, SIZED PER NEC HVAC HEATING, VENTILATION, AIR CH CHILLER CONDITIONING CONTRACTOR DOME TOP, CLEAR LENS RUUD 1 70W 208 95 z O (2) MOTOR, "2" DENOTES HORSEPOWER SL3 BOLLARD LIGHTING FIXTURE #HCD407-3-J M.H. TOGGLE SWITCHES MOUNTED 48" AFF) y CUH CABINET UNIT HEATER IG ISOLATED GROUND /W� Q ( ® MAGNETIC MOTOR STARTER WITH ENCLOSURE, MINIMUM SIZE NEMA 1 PROVIDE SINGLE OR DOUBLE U S SINGLE POLE TOGGLE SWITCH. "a" DENOTES FIXTURE CONTROL. EBB ELECTRIC BASEBOARD KCMIL ONE THOUSAND CIRCULAR MILS L.E.D. EXIT SIGN WITH PRESCOLITE _ FACE, WITH OR WITHOUT 0 75 ab T MANUAL MOTOR STARTER WITH THERMAL OVERLOAD. "P" DENOTES PILOT LIGHT ® BATTERY BACK UP #NV3RENW L E.D. 120 3.8 ARROWS, PER PLANS. W 0 30/3 EF EXHAUST FAN KVA KILOVOLT-AMPERES D� NON-FUSED DISCONNECT SWITCH: "30/3" DENOTES 30 AMP/3 POLE SWITCH 0 z � � S3 THREE WAY TOGGLE SWITCH EH EXHAUST HOOD KVAR KILOVOLT-AMPERES REACTIVE EMERGENCY BATTERY PRESCOLITE 12W O FUSED DISCONNECT SWITCH: "30/20/3" DENOTES 30 AMP/3 POLE SWITCH, ® UNIT #NVEC30-T0612 2 0 HALOGEN 6 12 0- Z S4 FOUR WAY TOGGLE SWITCH 30/20/3 20 AMP FUSES EWH ELECTRIC WALL HEATER KW KILOWATTS 0 a- z Z SK KEY OPERATED SWITCH COMBINATION MAGNETIC STARTER AND FUSED DISCONNECT SWITCH. SIZE OF FC FAN COIL MCB MAIN CIRCUIT BREAKER z STARTER, SWITCH AND FUSE AS REQUIRED WP REMOTE WEATHER PROOF PRESCOLITE 2 8W 6 8 � !� SP SINGLE POLE TOGGLE SWITCH WITH PILOT LIGHT HP HEAT PUMP MCC MOTOR CONTROL CENTER �r EMERGENCY FIXTURE #PN4X-T0608/PMP-100 HALOGEN 0 SD INCANDESCENT DIMMER SWITCH. 1000 WATT DIMMER MINIMUM T2 DRY-TYPE DISTRIBUTION TRANSFORMER: REFER TO TRANSFORMER SCHEDULE —I FOR RATINGS MAU MAKE-UP AIR UNIT MLO MAIN LUGS ONLY 0 WALL MOUNTED TIMER SWITCH EQ TO T WATT STOPPER #TS-400 "K" FACTOR DRY TYPE TRANSFORMER. "2" DENOTES SIZE, REFER TO "K" P PUMP NC NORMALLY CLOSED KT2 FACTOR DRY TYPE TRANSFORMER SCHEDULE RTU ROOF TOP UNIT NEC NATIONAL ELECTRICAL CODE (f) r- ATS AUTOMATIC TRANSFER SWITCH UH UNIT HEATER NL NIGHT LIGHT RECEPTACLES (MOON UNTED 18' AFF OR PLANS) INDICATED �S TRANSIENT VOLTAGE SURGE SUPPRESSION VAV VARIABLE AIR VOLUME BOX NO NORMALLY OPEN LIGHTING FIXTURE NOTES PAD MOUNTED TRANSFORMER IG 2 DUPLEX RECEPTACLE, "2" DENOTES CIRCUIT NUMBER, WH ELECTRIC WATER HEATER NTS NOT TO SCALE "GFI" DENOTES GROUND FAULT CIRCUIT INTERRUPTER WP » 1. PROVIDE ACCESSORIES AND MOUNTING HARDWARE FOR ALL FIXTURES. GFI TYPE DEVICE, IG DENOTES ISOLATED GROUND TYPE 0 PHASE 2. COLORS SHALL BE AS SELECTED BY ARCHITECT. DEVICE, "WP" DENOTES WEATHER PROOF COVER P POLE 3. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. DUPLEX RECEPTACLE MOUNTED 6" ABOVE COUNTER TOP OR If AS INDICATED ON ARCHITECTURAL PLANS PC PLUMBING CONTRACTOR 4. ALL COMPACT FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE. DOUBLE DUPLEX RECEPTACLE MOUNTED 6" ABOVE COUNTER TOP 5. ALL FLUORESCENT LAMPS SHALL BE 3500'K. TITLE: OR AS INDICATED ON THE ARCHITECTURAL PLANS P.T. POTENTIAL TRANSFORMER DOUBLE DUPLEX RECEPTACLE PVC POLYVINYL CHLORIDE m BRANCH CIRCUIT WIRING NOTES DUPLEX RECEPTACLE ONE HALF SWITCH CONTROLLED ST SHUNT TRIP 1T 1. WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL LEGEND R EWC GFI DUPLEX RECEPTACLE FOR ELECTRIC WATER COOLER TEL TELEPHONE CONDITIONS. SCHEDULE no DUPLEX RECEPTACLE FLOOR MOUNTED UG UNDERGROUND 2. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS. ®A SPECIAL PURPOSE RECEPTACLE, "A" DENOTES TYPE, SEE SPECIAL PURPOSE V VOLT RECEPTACLE SCHEDULE 3. ALL SWITCH CONTROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS 8'-6" OR LOWER W WATT REQUIRED. 12 FACTORY WIRED, FIELD ASSEMBLED UL LISTED, MULTIOUTLET ASSEMBLY. "12" 4. ALTHOUGH ALL BRANCH CIRCUIT WIRING AND CONDUIT IS NOT SHOWN, IT IS ® DENOTES SINGLE RECEPTACLES MOUNTED ON 12" CENTERS WP WEATHERPROOF THE INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING - _ FIELD WIRED, UL LISTED, OF MUL110UlI�T ASSEMBLY, QUANTITY AND TYPE CEILING SYSTEM BE INSTALLED. DATE ISSUED: DEVICES AS INDICATED EMERGENCY dD__�_PROVIDE PENDANT MID. XFMR TRANSFORMER 5. A GREEN GROUNDING CONDUCTOR SHALL BE RUN WITH ALL CIRCUITS. VERIFY 06.13.2007 LIGHTING UNIT CONDUIT SIZE TO ENSURE IT CAN ACCOMMODATE ALL PHASE, NEUTRAL AND SINGLE RECEPTACLE WHERE HUNG CEILING FIRE ALARM AUDIO/ �- EXIT - EXCEEDS 8'-6" AFF GROUND CONDUCTORS. REVISIONS: . VISUAL DEVICE TELECOMMUNICATIONS (MOUNTED 18" AFF) WALL PHONE ♦ TELEPHONE OUTLET FIRE ALARM MANUAL---U-E- -E ♦W TELEPHONE OUTLET MOUNTED 54"AFF PULL STATION I 80" ❑♦ TELEPHONE OUTLET FLOOR MOUNTED LIGHT SWITCH i 54" b MIN. 42" 48" �� AFF TO CL. ♦P TELEPHONE OUTLET, PAYPHONE o � TEL/DATA OUTLET o $ OR 6» ABOVE V COMPUTER SYSTEM OUTLET RECEPTACLE 18" COUNTER TOP DRAWN BY: SRB OV COMPUTER SYSTEM OUTLET, FLOOR MOUNTED FINISHED FLOOR _r PROJECT #: C-0015-06 V COMBINATION TELEPHONE/DATA OUTLET NOTES: NOTE: DOUBLE GANG BACK BOX WITH SINGLE GANG REDUCER, 3/4" CONDUIT 1. INSTALL DEVICES ON ONE COMMON VERTICAL CENTERLINE. 2. INSTALL DEVICES AT THIS HEIGHT WHEREVER APPLICABLE. DRAWING NO.: AND PULLSTRING STUBBED OUT ABOVE ACCESSIBLE CEILING. DETAIL OF TYPICAL DEVICE MOUNTING HEIGHTS NTS BIEIR Permit BUILDING ENGINEERING RESOURCES, INC. Set 28 Main Street,Bldg.3A 1240 Pawtucket Avenue EON No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (509)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-engineering.com L r STAMP: U \ \c \c 4" DIA. GALV. STEEL \c 1 CONDUIT 10" LENGTH 1 EA. (SEE NOTE 3) OFM4a. Quo O k�ko\c \ \c "°m J` °,� 4" DIA. GALV. STEEL MAFf �� DETAIL "A" 2 36" RAD. 2 EA. LIGHT POLE P ,P P '� \ � 0 E�C;•tHI \ c \ 3 vcc \c c 8 3 14' DIA. GALV. STEEL HANDHOLE FG�G w �\ Quo o Q b e c\\ COUPLING 2 EA. ' �oraaE� ° oS0�P \c 3y c 1 4" DIA. GALV. STEEL TO CI d' (Ig T e r° \c o \c 4 PVC ADAPTOR 2 EA. 1 s�s V MNO� p -A GROUND WIRE 4" DIA. GALV. STEEL ANCHOR BOLTS �° TAT S a Je \ E kIG� 1 q�FO S'Oew 3 c c CONNECTOR 5 STRAP 2 EA » F°p b SAY L ��k yo \c \c GROUND CLAMP / AYoUT �01 \ \c SEE NOTE 2 #6 AWG. BARE COPPER 3 4 CHAMFER ®�\� c 6 AND MOLLDING / lvjD� 3 \� \� o �� y0 16 8 COMPANY) COPPERWELD Lv c0 ao / . ` [ ca w wN �j o °p o� �� \ \ 7 GROUND ROD '. . 0Q`P��c� c (BY COMPANY) " III , • , < 1C140 c° l , Q ° 1 3yo \c SEE INSULATED GROUNDING 36 . oZ$ 0 0 s a0 0 DETAIL "A" 8 BUSHING OR GROUND . , FINISH GRADE U) u, % . k N / q(r F �5 5{5 3 �111 Qom° oo�� y GROUND ROD CLAMP I I ( III !, " 9 (BY COMPANY) —III ¢ RISER • , U EOP 1 SCHEDULE 80 PVC � o °o ~may l �a�0sk�o°`,'5°, w,y�k° °p � � yo � I I (III III . • , I�I)I ' , � —III CONDUIT SWEEPS w Q —SPARE RISER 10 4» FIBERGLASS U_DUCT U_ � RISER POLE 2 ci III SAME AS ITEM 5 � • � `• , � — � Z NEW OVERHEAD ELECTRIC, TELEPHONE, AND CABLE TV SERVICES BY RESPECTIVE UTILITY 110 2 4" PVC/POLY I rl I z U Q 10 IT � � \ COMPANIES. COORDINATE WITH ALL UTILITIES. , z �— �_-' o / CONDU PLUG �� —' w U) / \ RISER POLE Q U LU 0 EXISTING UTILITY I 6 ,. , L F SL1 c 19 POLE #349/9 TO SPARE RISER m Q N O 5 -�,� JQ REMAIN 3" C SL1 NEW TELEPHONE, AND , • �� L'B 5 CABLE TV DUCTBANK EXISTING OVERHEAD ELECTRIC, RISER —�� '• . ` , TELEPHONE, AND CABLE TV % , L'B co Z SEE DUCTBANK T.0 e� 0 C SL1 #10. G,1"C VIA " 1 CONDUCTORS TO BE DISCONNECTED 0' 04 o } T CLOCK & SITE SECTION C—C AND REMOVED COMPLETELY. % DISCONNECTED AND REMOVED LIG HANDHOLE / SL1 COORDINATE WITH ALL UTILITY 3" 3" , •• 1. PROVIDE FLUSH WITH GRADE / T.0 Q COMPANIES. 5 POLE BASE WHERE LOCATED SL2 ' \ EXISTING RISER POLE TO BE 4-1/2» IN GRASS AREAS 1 J 9 SEE NOTE & Q ` SEE DUCTBANK (2 /2P) g Q SEE DUCTBANK yyp w COMPLETELY DETAIL C" " ® 5 SECTION "D—D TC SECTION "A—A" \ P® 12» 24 SQUARE PRE—C CONCRETE PRIMARY MANHOLE SL1 2#10,#10G,1"C VIA \ "° PER PO ER COMPANY STANDARDS TIMECLOCK & SITE T. H 1A— ,28 �.0 6" 2 3 4 LIGHT FIXTURE POLE BASE DETAIL HP A�� LI HTING HANDHO S \ P ON GN a a ° a ° NOT TO SCALE 2 2P p E— AST NCR a a a a ) PR MANH LE R W 2#10,#10G,1"C VIA T.C.S g WER COMPANY /4 °. Q 11MECLOCK & SITE SL2 STANDARDS IC SER C LIGHTING HANDHOLE NEW SEC NDA z O ELECTRE b � e ° \SL3 T SEE DUCTBANK S�� SL1 ° ° ° NOTES: W EXISTING POLE �� Nb SECTION "B—B" �O �� 1. IN PREPARATION FOR ENCASEMENT OF 90" U LIGHTING AND A �d ySS ° °°� o a ° a ° a ASSOCIATED CONDUIT �� °m °tibs 1 " a a ° a a THE STEEL BEND IN CONCRETE. PLACE rn 75 AND WIRE TO BE tibA °�° �s mob, ''b ° 3#10,#10G,1 C VIA TIMECLOCK a a a . a e. .° ) » 0 V POLY—ETHYLENE (OR THE EQUIVALENT W REMOVED COMPLETELY. F"F ' Sbs 9� \� ° TIMECLOCK FOR BUILDING SIGN. a a ° ° a a a SHEATHING AGAINSST THE EXPOSED POLE O O Cf) " SEE BUILDING SIGN CONTROL ° SECTION TO PREVENT ENCASEMENT OF 1 CHAMFER z DETAIL ON DRAWING E3.1. a a ° THE POLE. FOUR SIDES O ® o of — PPLIED O 0 z EXISTING UTILITY POLE, AND ANY ss Al' �� ' o ° 9 ° 2� BELOW THREADS CONDUIT — CAN " 54" Z 3 �F o � B SL °° ¢� ,5 P� CONCRETE ENCASED 3 4 LIFTING � � O 84 z OVERHEAD ELECTRIC, TELEPHONE, _ ooTAA F< �Qp e��Pm o POWER COMPANY PAD MOUNTED SEE DETAIL "B" RISER POLE DETAIL BE USED AS AN ALTERNATE TO THE EYES 0 Z AND CABLE TV CONDUCTORS TO BE ❑ �i��Fq \ �tio 1 °� G QP'� TRANSFORMER. PROVIDE NOT TO SCALE INSULATED BUSHING APPROVED BY THE T DISCONNECTED AND REMOVED F 8 CONCRETE PAD REINFORCING PROVIDE MAGNETIC WARNING COMPANY. SEE NOTE #4 18" COMPLETELY. COORDINATE WITH ALL ` Qs�> ' 3 SL3o ° / AND GROUNDING. TAPE 12" BFG. RUN ENTIRE UTILITY COMPANIES. = so sF a HP1A-1 1 LENGTH OF DUCTBANK. 3. INSTALL SPARE RISER THROUGH THE ❑ ® �o o J s� (20A/2P) ° BEND AND TERMINATE AT BASE OF —J s o0 of 2#10#10G,1"C VIA G SEE SHED/SEPTIC SYSTEM WIRING FINISHED GRADE POLE WITH COUPLING AND CONDUIT " TOP J TIMECLOCK & SITE DETAIL ON DRAWING E3.1 FOR 4. EXTEND PRIMARY CONDUIT 30' UP RISER 14 � 3 LIGHTING & SITE P5 WIRING REQUIREMENTS. POLE (10' RIGID STEEL, 20' SCHEDULE 40 PVC). 5. ALL SWEEPS AND ADJACENT 10 OF PRIMARY e��`° - CONDUIT AT RISER POLE SHALL BE GALVANIZED r I e DUCTBANK SECTION "C—C" SERVICE TRENCH STEEL CONDUIT. O z SHALL BE RUN ADJACENT TO AND IN THE SAME I DUCTBANK SECTION TRENCH AS DUCTBANK C—C SECTION "B—B" DUCTBANK SECTION 12 " » "B—B" 3 0 ' z I SPAR O 0 O SPAR " F° �P TITLE: O ELECTRICAL SITE PLAN T T O 0" " 0 20" O N SCALE: 1 =30-o SITE PLAN ELECTRICAL a . n SEE NOTE #2 AND DETAILS T PROVIDE"MAGNETIC WARNING SEE NOTE d TAPE 12 BFG. RUN ENTIRE DUCTBANK DETAIL "D—D" #3 20" LENGTH OF DUCTBANK. NOT TO SCALE a 1 FINISHED GRADE O 1 OoQ O O DATE ISSUED: "MAGNETIC WARNING 12" 12" �i.�i� \� \ /� 0 7 1/2" PROVIDE TAPE 12 BFG. RUN ENTIRE FINISHED GRADE 72" ,: 72" 06.13,2007 LENGTH OF DUCTBANK. » 2'-6" REVISIONS: 4 1 / FINISHED GRADE 2—6 MIN. 6" MIN. 2" 4 12" 6" MIN. MIN. PROVIDE MAGNETIC WARNING -- / 6" MIN. 4 1/2" 4 1/2" 6" MIN. TAPE 12" BFG. RUN ENTIRE _T 12" LENGTH OF DUCTBANK. a CONCRETE ENCASEMENT 6 MIN. TRANSFORMER PAD DETAIL 2'-6" I " MIN. 6" MIN. 4 1/2" 4 1/2" 6" MIN. 6 MIN. 4" SCHEDULE 40 NOT TO SCALE PVC CONDUITS O SPAR OC SPAR NOTES: CONCRETE ENCASEMENTO INTERMEDIATE TYPE REINFORCED TO SUPPORT H-20 WHEEL LOAD INTERMEDIATE TYPE 1. TOP TO BE 6" MIN. " 3 1/2" Q Q PLASTIC SPACER 3 1/2" Q PLASTIC SPACER 2. GALVANIZED PULL EYES AND ADDITIONAL DUCT OPENINGS ON 5 SCHEDULE 40T 4 SCHEDULE 40 SPECIAL ORDER. PVC CONDUITS O O O O PVC CONDUITS 3. SIX 4 1/2" DIAMETER HOLES IN LINE ON ALL FOUR SIDES O DRAWN BY: SRB OSPAR (TYPICAL) WITH KNOCKOUTS 5/8" THICK MAX. BASE TYPE 4. MANUFACTURERS NAME TO BE STENCILED ON VERTICAL WALL BASE TYPE PLASTIC SPACER OF ACCESS CHIMNEY PLASTIC SPACER " BASE TYPE PROJECT 6 MIN. IC SPACER 5. REFER TO DWG NE-2 FOR GROUNDING DETAIL. C-0015-06 PLASTIC " 6 MIN. 6. ALL CONDUIT OPENINGS TO HAVE 4 BELL ENDS FLUSH WITH 6 MIN. (TYP FOR 3 INSIDE WALL. DRAWING NO.: 12: L" 2 1/4" 7 1/2" 2 1/4" I---7 1/2"--� 7. PAD TO BE INSTALLED ON 12" BED OF CRUSHED STONE. 2 1/4 �--7 1/2"--I SET CONDUIT SUPPORT " TE SET CONDUIT SUPPORT 3" CLEAR CONCRETE COVER SPACERSET SUIT SUPPORT 8. PROVIDE TWELVE TRANSFORMER PAD12) PROTECTIVE BOLLA BOLLARDS SHALL BERDS 6'0"OUND LONG, 5" „ 3 CLEAR CONCRETE COVER SPACERS ON B E R 3 CLEAR CONCRETE COVER SPACERS ON CONCRETE BRICKS CONCRETE BRICKS DIAMETER, RIGID STEEL CONDUIT, CONCRETE FILLED AND CONCRETE BRICKS Permit » » WITH UTILITYC IN OMPANY.ND. VERIFY QUANTITY AND LOCATION BMamStreetENG1NEERING RESOURCES, INC. DUCTBANK DETAIL A-A ket Avenue DUCTBANK DETAIL B-B DUCTBANK DETAIL "C-C" Set BIdg.3A 1240Pawtnce,RI0291 NOT TO SCALE SUPPLIER & CATALOG # STOCK CODE No.Easton,MA 02356 E.Providence,R102916 NOT TO SCALE NOT TO SCALE _ _ Tel: (508)230-0260 Tel: (401j 435-4602 06 13 07 Fax: (508 230-0265 Fax: (401 435-4608 UTILITIES PRECAST FE-3T1000 BER@BER-Enoneering.com www.ber-engineering.com SHOREY MFR. NE-13A 07-59-610 Cl r NOTES STAMP: - 1. ALL EXIT LIGHTING FIXTURES AND SELF—CONTAINED EMERGENCY BATTERY UNITS SHALL OF BE CONNECTED TO THE UNSWITCHED LIGHTING CIRCUIT IN THE ROOM WITH 2 #12, 101 #12G, 3/4" CONDUIT FOR CONSTANT ON OPERATION. C �+ 2. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL ° 1 2 3 4 4, 6 5 5. 3 5. 7 6 6. 3 7 7. 1 7. 9 8 9 10 11 LIGHTING FIXTURES. � 3. PROVIDE 120 VOLT POWER CONNECTION FROM SPARE 20A/1 P CIRCUIT BREAKER IN `'AL" PANEL HP1 TO ALL MOTORIZED DAMPERS ON THE FLOOR. PROVIDE 2 #12, 112G, 3/4" C FROM CIRCUIT BREAKER TO EACH DAMPER. I I I I I I I I I I I I I I I 1 I I w C° o I I I I I I I I I I Q N C 1 66 o CID 0 LO �O I I I U � � I I I I I I I z U W I I I I I I I I I o � LO T5 X5X? T55X5X? J Q � 2� STORIES 2� STORIES z �— 25 O OU W 1 mQ � o B — p !e o 6a 6 GO15 L'B L'B c) c GO 15 GO15 GO 15 D CN L'B o r6f 6 6a DIAL NAL BRACE `*�DIAG NAL BRACE HP1A-6 I D D I I I D I D I F 60cd 6a ' 6a 6a 6a Q 13 TENANT SPACE LU Q LJ=1�6 z O 1 WP 1 1 6 1 1 1 1 1 1 1 6 i I w �- - - - - - - - - - - Q @_ 6 w DIAGONAL BRACE DIAGONAL BRACE y) O HP1A-14 VIA SPRINKLER HEAD � O TIMECLOCK S4a s HP1A-16 VIA —E — TILIEC 1EPP15cd B Sa a a Q B 14 B ROOM B B 4 18NL o D1 DAI D1 6 WP O O14 EV. O �' _ D 14 `'14 A Q ELE TRIO RINK ER �I SPRINKLER HEAD C� W= AOM ROO 2 OIL 2 6 6a C C C W 2 2 12.-1E MOUNT 1 1 i I I D1 ' 2 �ON ED 12X48 FLUORESCENT D 1 v F r- 14 SPRINKLER 14-AD HP1A-2 Q FLO 1 14 C1 RESTR0011 O 6a 13 C cu 14 vESTIB 8NL IZED 2 4 C I/ C 6 14 RI KL R IEA ' D c. D• �— DIAGONAL BRACE 1 FLUOR NKLER HEAD ® ` ELEVATOR DISCONNECT. —SPRIN R NE AD 0 I I I I B B BB i 1B0 1 2 2 ON IEMERGENCTURE 1 I 1 SEE RISER DIAGRAM. HP1A-12 1 BGI QUIT — — — — — — — �SPRINKLERR� Cd 14 S NRES O G 15 68 RAI RAI RAI F 13 • — II — T.—PLAN UTtLITY�00MS" — — — — 29 29 F. 2 1 2X40AFL MOUNT T j I ffP1 — 8 ON THIS DRAWING DRAWING FOR ELEVATOR C R GFI I I I I I I I I G 5 LI 1 ADDITIONAL WORK IN THESE ROOMS. I P1A 1 _ UP 0 EXTERIOR WALL _ — 11 — IR U II HP A-13,15 VIA TIMECLOCK. — — — 0 1 /1 MlA-29 TITLE: G FIXTURES AT SECOND u — — — u SE SITE LIGHTING CONTROL NA I �� FLOOR. DE1AIL. ( I >1 V E L EC T R I S P I N 1-23 < ROO" RO w R O H 1 — HP1-27 --IH ��EOUH 2 12,#12 G,3/4"C I W SV , , (2A,2P)20V PO R RICE 3/4"C (20A,2P)C ROLLER. MAIN TELEPHONE FIRST FLOOR PLAN EUH SERVICE BACKBOARD. CF 1 R T FLOOR PLAN ELECTRICAL J J 1 1 PROVIDE 3/4"x6'Lx , SCALE•I/8 ai'-0 0 C 0 N 8 H ARE TREATED L HOE C BO D "HP1A" PLYWOOD. SPRINKLER HEAD 1 OR EL AT R CAB HONE. LOCATE TO SERVE 15cd DRY PRINKLER AIR E COMP ESSOR. HP1-22 HP1-8 — - I "HP1" DATE ISSUED: 2#12,# 4"C 4#12, 12 ,3/ H US METE ING 29 29 2jA,2f (20A3 0 M HP1-2 INCOMING TE PHONE SERVICE 06.13.2007 p® DUCTBANK. S ELECTRICAL REVISIONS: MP1A 17 Q NA CH.PRINKLER . _ 15cd SITE PLAN F0� CONTINUATION. S NEAD 7 ECH a ROOT"I - HOUSE METE ELECTRIC SPR NKLER ALARM FI HP1A— BELL PROVID 6" 24V ALARM 1 it I I � KLER N A P 1 _ EWCRE1 4 4 T BELL, ACTNAT UNDER WATER uLE IN OM NG SECONDARY ELECTRIC FLOW CONDITI NS. HP 6 H 1A-21 LO RI L R EA EWH D C K SEE ELECTRICAL — — — BRACE 2# ,#1 G, 4" 21 ELEVA I Sf'E �5 MN (2OA'2P GO 7 EC HEAD 1 H — 220A,2P) N s A GFf # A 1 G,3/4" =021 _ !� P1A-22LK; o E MOUNT I SE DRAWN BY. ### F4 / II B 1 L RESCENT P — 5 2#12,1120,3/4�C I P C # 2, 1 G, / "CI PROJECT #: IS20A,2'P P1A-23 —� 2 I 3 P�RT. PLAN UTILITY ROOM C-0015-06 ELEC. WATER HEATER DRAWING NO.: BIEIR Permit BUILDING ENGINEERING RESOURCES, INC. I A' 28 Main Street,Bldg.3A 1240 Pawtucket AvenueSet ' PLAN FIRST F 2916 LOOR POY 5 R No.Easton,MA 260 E.Providence,43 -460 06 13 07 Tel: (508)230-0260 Tel: (401)435A602 Fax: (508)230 0265 Fax: (401)435 4608 BER@BER-Engnneering.com www.ber-engineering.com L STAMP: r NOTES 1. ALL EXIT LIGHTING FIXTURES AND SELF—CONTAINED EMERGENCY BATTERY UNITS SHALL BE CONNECTED TO THE UNSWITCHED LIGHTING CIRCUIT IN THE ROOM WITH 2 #12, OF #12G, 3/4" CONDUIT FOR CONSTANT ON OPERATION. MARC 2. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL ; LIGHTING FIXTURES. 3. PROVIDE #3 GROUND, 3/4" CONDUIT TO MAIN GROUND BUS AT MAIN ELECTRIC ROOM 9 G1S3 ON FIRST FLOOR. PROVIDE 20'-0" COIL FOR FUTURE TENANT USE. AL 4. PROVIDE 120 VOLT POWER CONNECTION FROM SPARE 20A/1 P CIRCUIT BREAKER IN PANEL HP2 TO ALL MOTORIZED DAMPERS ON THE FLOOR. PROVIDE 2 #12, 112G, 3/4" C FROM CIRCUIT BREAKER TO EACH DAMPER. 1 2 3 4 4. 6 5 5. 3 5. 7 6 6. 3 . 1 T9 8 9 10 11 Ly N CO co CN w c7 e0 m a0 (V Lv c? M i W O O 0 = 0LO I I I Ti I I I I U LL i I I I I z s w CU 3 I I Oz I I I I I I I I Z � LID JU Q � LU W (N z H- = O Uj _I �— A — — I I I I F� � m Q U) o !B 0!/4"C (ION,#IOC, EFEEIH o TP2-43,45,47 I 0 D 46 WP I WOODEN WP 46 LOCATE JUNCTION OXES �---'—"� TP2-48 DECK I WP I Ocd I AT ROOF DECK. P OVIDE 46a 48 GFI SUFFICIENT SLACK CONDUCTOR 60cd GFI 48 LENGTH FOR FUTU E EXTENSION 46 TP2-2,4,6 3#12,3#12N,#12 , BY TENANT (TYPI FOR 15) 3/4"C (3-20A,1 ) - I - - D TP2-25,27,29 I---46a 46 DIAL NAL BRACE DIAL NALjAGE �/3#10,3#10N,#10G, rv I TP2-7,9,11 W3/4 C (3-20A,1P) TP2-19,21,23 3#12,3#12N,#12 Q 3#12,3#12N,#12G, I I " 2-32,34,36 I— O 3/4 C (3 20A,1P) 3/4-C ( -20A lG, I I I D W � I I I I D I 46a 46 D 46—TO MAIN GRO ND BUS. D �_—46a 0 v = �5 TENANT SPACE = SEE NOTE #3 2-38,40142 W 0 G TP2-46 I #10,3#10N,#10G,I 3/4"C (3-2OA,1 P) U) z ZD I I I TP2-13151 I TP2-26,28,30 I TP2-20,22,24 I _El] O O O z TP2-31,33,35 3# — — — — — �—3 12, 12N#12G 3#12, 0 r) L— # 3# 3#12N#12G, 0 z — 3#10,3#10N,#10G, 3 4"C (3-20A,1P) HP2 17 TP2-1,3,5 3/4"C (3-2OA,1P) 3/4"C (3-20A,1P) z 3/4 C (3-20A,1P) 1 12G,3 4" # DIAGONAL BRA # '# / 3 12,3 1 N 12G, DIAGONAL BRACE EUH �(20A,2P) I 3 4 C 2 Al, P) r O I _ 46 5 — 110cd 46 46 — ( — I — — I I I 1 HAk PRIINK ER 5cd B D1 TELEPHONE = d- 0 0 BO Rom 5 HP 02 A 318N o 10 BACKBOARD 46 C!) r- 5 � p� a PRINKLER HEADFI BI (>g W = )?0 2— I D 46a �C C C C 5 5 W N2" 46a HP2 5 5 T PRINKL HP —6 HP2 TP2-14 TP2-8,10.12 110cd HEAoB05 B 16,18 t—3#12 3#12N#12G 110cd �'�''TP2-37,39,41 5 5 LE P 21 L G 3 C1 5 3#42C #3�20A 1 P,EW 3/4"C (3-2OA,1 P) 3/4-C ( 0N,#10G,-11 C C L HP2— 18 EAD # (2) 4 C SLEEVES / ( ) 3/4 C (3-20A,1P) DIAGONAL BRACE A , SP KLER EAI G ® I TO MAIN ELECTRIC I � Wood 0 g 3 ROOM BELOW B I I � \ 11 5� P I H AI KL STAI DOWN TO NIGHT LIGHT CIRCUIT 5 SPRI 15c 1 cd TITLE: 4 HP2-8 HP2-13 2#12,#12G1, 2 3/4"C E 2#12,#12G 3/4"C I F �3 F (20A,2P) 2 I I I I I (20A,2P) 13 HP2 3 VIA TIMECLOCK I - SECOND _l. I!�' 11 — — —o G OWN TO E t FLOOR PLAN WALL XTUR S FIRST OOR DATE ISSUED: 06.13,2007 REVISIONS: DRAWN BY: ### PROJECT #: C-0015-06 DRAWING NO.: BJEJR Permit BUILDING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue Set No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engmeenng.com www.ber-engmeenng.com L r_ STAMP: yZ"OFlygss 9� MARCR.PLA yam Q EL£C CAL -{ No, 8 T E� S�NALEt A, 1 2 3 4 4. 6 5 5. 3 6 6, 3 7 7. 1 7. 9 8 9 10 11 W co0 m � � Q N N ch o7 co 00 66 O O LO LO I I I I I I I I 0 I I U z o LL 1 Z LO wQ - - - - - - - - - Co Z 1— = No - - - - - LL — — — — — I w Lv ry � c I 1 1 m Q o i 1 N ee_ o 1 - - - -- , - - -� - - OB co 44 g — — r — — — — ►-� — — — — — — — — — — I I I I Fr - - - - — — — — — — — — — — — I � 0 1 I I I I I I Uj Q MOUNT DUCT SMOKEDETECTOR - 1 z 0 H 1-38 3#1/0, 6G /2 C SUPPLY DUCT (TYPICAL OR 2 3#1/0,#6G, 1/2" �� (200A (200A/3P) C WPUNIT Q I Q U = I WP HP2-9 0 / n 1 20 /17 /3 ROOFTOP EDS NVAC UNIT 200 175/3 1 I I � I RT WP I 1 00 zO z C!� - - - - - - - - - - - S - - - - - 0 I a.. Z WP GA P GA RTS I O I - 7 1 7 I Ly Z Q I EC ACLE11P�_ROVID�D 1 I �- I I I UNIT (Tl'P FOR 2) HP2-7 O I Q 10 I I i I 1 I I I I I 11 I I j I I I II I I I I 1 I I I I II I I I - - - - - - - - - - - TITLE: 1 I I I1111 11 11 11 11 1111" MIL LA ROOF PLAN DATE ISSUED: 06.13.2007 REVISIONS: DRAWN BY: ### PROJECT #: C-0015-Ob DRAWING NO.: BJEJR, Permit BUILDING ENGINEERING RESOURCES, INC. Set 28 Main Street,Bldg.3A 1240 Pawtucket Avenue E213 No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-enginecring.com x L r . STAMP: Q P U 9Fcrs� '� t� METER STACK SCHEDULE 11MECLOCK "TC". PROVIDE TIMECLOCK "TC". PROVIDE TO LIGHT FIXTURES INTERMATIC #ET716CK 7-DAY INTERMATIC #ET716CK 7-DAY DESIG. DESCRIPTION VOLTAGE IN VOLTAGE OUT BUS METERSOCKET OUTPUT NUMBER OF REMARKS (TYPICAL) ELECTRONIC TIME CLOCK WITH ELECTRONIC TIME CLOCK WITH SIZE SIZE C.B. SIZE METERS _ _ REMOTE PHOTO SENSOR. REMOTE PHOTO SENSOR. C --PROVIDE 4 POLE, 3P M.C.B. ELECTRICALLY HELD REMOTE PHOTO SENSOR. REMOTE PHOTO SENSOR. 200A SMALL TENANT PROVIDE WITH 1200A, & FUTURE SMALL 200A 3 100,000 AIC. PROVIDE 800A LIGHTING CONTACTOR MOUNT ON HIGHEST POINT MOUNT ON HIGHEST POINT 1 METER STACK #1 120/208 COMMERICAL: 1200A TENANT TAP BOX FOR "HOUSE" SERVICE IN NEMA 1 ENCLOSURE. OF NORTH BUILDING FACE. OF NORTH BUILDING FACE. 3PH, 4W 120/208 320A LARGE TENANT CONNECTION. C N 00 3PH, 4W & FUTURE LARGE 400A 2 REMOTE PHOTO SENSOR. M w w C TENANT MOUNT ON HIGHEST POINT N N % d TTTTTO LIGHT FIXTURES TO BUILDING SIGN m N N OF NORTH BUILDING FACE. _ = N N (TYPICAL) (TYPICAL) Q TYPICAL 1IMECLOCK "TC". PROVIDE HP1A-20 TC C ---PROVIDE 8 POLE, HP1A-20 TC C ----PROVIDE 3 POLE, � � C INTERMATIC #ET716CK 7-DAY ELECTRICALLY HELD ELECTRICALLY HELD aS o 0 ELECTRONIC TIME CLOCK WITH C TO LIGHT FIXTURES LIGHTING CONTACTOR LIGHTING CONTACTOR 0 PANELBOARD SCHEDULE REMOTE PHOTO SENSOR. (TYPICAL) IN NEMA 1 ENCLOSURE. IN NEMA 1 ENCLOSURE. U z MLO: MAIN MAILUGS ONLY v� BRANCH DEVICES w Cn HP1A-20 TC C — — Ln M i i 0_ Z g ---PROVIDE 4 POLE � LO a a % MCB: MAIN CKT. BKR. '� O z a En m ADDITIONAL ELECTRICALLY HELD i i i a s NLU w J ` �_ OVERCURRENT a BREAKER AMPS F2 0 z BRANCH REMARKS LIGHTING CONTACTOR a a a _ _ _ _ �- > Q- 3 BUS DEVICE Y o `".,� C.B.�S IN NEMA 1 ENCLOSURE. _ _ = c j ' o SIZE FRAME TRIP m 15 20 25 30 40 50 60 70 �' C � CD w w Z I AMPS AMPS — � 12 HOUSE PANEL-FIRST FLOOR. PROVIDE a % a SITE LIGHTING CONTROL DETAIL BUILDING SIGN CONTROL DETAIL (3) 200A/3P a a NOT TO SCALE NOT TO SCALE ��- LO ✓ FEED-THRU LUGS FOR FEED TO PANEL x = HP1 120/208 3 4 600A MLO - 2 7 42 S 1 3P " 10 3 2 O t00A "1 / HP1A . NOTE: NOTE: Z o 1 24 HOUSE PANEL-FIRST FLOOR HP1 A 120 208 3 4 600A MLO - Cn 2 4 42 S ✓ C 0 M M 0 N AREA LIGHTING C 0 N T R 0 L DETAIL 1. SEQUENCE OF OPERATION SHALL BE: 1. SEQUENCE OF OPERATION SHALL BE: O U w a. PHOTO SENSOR ON a. PHOTO SENSOR ON � c 3 - NOT TO SCALE b. TIME CLOCK OFF b. TIME CLOCK OFF m Q r p 1 1 121 1 HOUSE PANEL-SECOND FLOOR HP2 120/208 3 4 100A MLO - 2 31 30 S ✓ NOTE: OB_ O 3 1 1 1. SEQUENCE OF OPERATION SHALL BE: dB - FUTURE FIRST FLOOR TENANT PANEL a. PHOTO SENSOR ON Ine / TP1A 120/208 3 4 225A MLO - 2 - 42 S ✓ b. TIME CLOCK OFF o } 3 - 4,000 GALLON 1 - FUTURE FIRST FLOOR TENANT PANEL ___—— TP16 120/208 3 4 225A MLO - 2 - 42 S ✓ PUMP CHAMBER BACK WASH PUMPS r _ .5 1 3 EFFLUENT PUMPS 1 48 SECOND FLOOR TENANT PANEL. DOUBLE TP2 120/208 3 4 400A MLO - 2 - 84 S ✓ TUB, PROVIDE WITH FEED-THRU LUGS NORMALLY CLOSED, HELD OPEN POLE / 1 AND ISOLATED GROUND BUS ELECTRICALLY y` I .5 1 I ELEVATOR HOISTWAY VENTING AMPHIDROME A I 3 - RELAY WITH 120V COIL IN POWERED CLOSED DAMPERMOTORIZED SYSTEM CHAMBER � L J * INCLUDES SPACES NEMA 1 ENCLOSURE BY MD FURNISHED & INSTALLED ELECTRICAL CONTRACTOR 8#12,1"C TO SEPTIC 3#12,#12G,1"C EACH BY ELECTRICAL CONTRACTOR r*00 Q SYSTEM CONTROL TO CONTROL PANEL Uj LINE VOLTAGE REVERSE PANEL FOR FLOAT Q ACTING THERMOSTAT C CONTROLS. FURNISHED BY MECH. ELEVATOR HOISTWAY NOTES: CONNECT TO METHANOL z CONTRACTOR, INSTALLED r� PUMPS AS REQUIRED. WL & WIRED BY ELECTRICAL 1. THE MOTORIZED DAMPER SHALL OPEN UPON HP1A-30 --�-VD S 1 2#12,#12G,3/4"C U = Q CONTRACTOR THE FOLLOWING CONDITIONS: I 30 T SEPTIC SYSTEM CONTROL TO CONTROL PANEL 5 A. THE THERMOSTAT SENSES TEMPERATURE OF 90' OR HIGHER. PANEL l W Q V G HP1-7 c°il D1 JI Cn z B. UPON A FIRE ALARM CONDITION. j C. UPON LOSS OF POWER. 4#4,#8G,1 1/4"C I 0 ( CONNECT TO ALKALINITY PUMPS O O O z 2. THE ELECTRICAL CONTRACTOR SHALL COORDINATE (70A/3P) I PUMPS AS REQUIRED. 0 b z PROPER OPERATING VOLTAGES WITH HVAC CONTRACTOR BACKWASH BLOWERS PROCESS BLOWERS 0 z z PRIOR TO INSTALLATION. L _ or— MODULE *-oFIRE ALARM SYSTEM CONTROL HP2-11 WITH NORMALLY 3#10,#10G,3/4"C3#12,#12G,3/4"C EACH 0- 0 OPEN CONTACTS. TO CONTROL PANEL TO CONTROL PANEL J J r— ELEVATOR HOISTWAY DAMPER CONTROL DIAGRAM SHED/SEPTIC SYSTEM WIRING DETAIL Q NOT TO SCALE NOT TO SCALE NOTE. C!� r- 1. PUMP CHAMBER DISCONNECT/CONNECTION BOXES PROVIDED BY OTHERS. 2. ALL CIRCUIT BREAKERS AND MAGNETIC STARTERS ARE PROVIDED AS PART OF THE SEPTIC SYSTEM CONTROL PANEL. 3. PROVIDE LOW TEMPERATURE BALLAST FOR TYPE "D1" LIGHT FIXTURE. TITLE: FIRE AL ARM SYSTEM NOTES: DETAILS, SCHEDULES, AND HP2 TP2 D D SD SD 1. ALL WIRING SHALL BE CLASS "A" PER MANUFACTURER'S RECOMMENDATION. SCHEMATICS SEE NOTE #7 RTS RAI RTS RAI 2. REFER TO FLOOR PLANS FOR EXACT QUANTITIES AND LOCATIONS (TYPICAL) SECOND FLOOR OF ALL DEVICES. 4#2,#8G,1 1/2"C 4#500kCM,#31G,#3G,4"C 3. ALL FIRE ALARM WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE MOST RECENT EDITION OF ALL STATE, LOCAL, NFPA UTILITY POLE 2 SETS OF 4#35OkCM, D D AND LOCAL FIRE DEPARTMENT CODES AND REGULATIONS. FIRE #34ITY #2/OG,4"C SECOND FLOOR TO ADDITIONAL ALARM SYSTEM SHALL COMPLY WITH THE AMERICANS WITH DATE ISSUED: 9/9 PROVIDE 1 1/2"C FOR DEVICES SEE NOTE #5 SLC LOOP DISABILITIES ACT (ADA). 06.13,2007 2 SETS OF 41350kCM, r (TYPICAL) #2/OG,4"C UTILITY CO. METERING. � FUTURE FIRST FLOOR TENANT SEE NOTE #6 4. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE SUPER- PAD MOUNTED UTILITY CO. I r i 1 PANELS AND ASSOCIATED F (TYPICAL) INTENDENT OF FIRE ALARMS OF THE LOCAL FIRE DEPARTMENT. REVISIONS: TRANSFORMER. CONCRETE (- r FEEDERS TO BE PROVIDED SEE NOTE #8 5. PROVIDE MONITOR/CONTROL MODULES FOR AUTOMATIC RECALL PAD BY G.C. PER UTILITY 3#1,#6G,1 1/2"C HP1A HP1 M O O I TP1A I I TP16 I BY FUTURE TENANTS. FACP GRAPHIC MAP NON-ILLUMINATED OF ELEVATOR. COORDINATE EXACT REQUIREMENTS WITH ELEVATOR CO. STANDARDS. 4. p p I I ( I CONTRACTOR. 200/175/3 CT�S i DIGITAL DIALER FOR 6. COORDINATE EXACT LOCATIONS AND QUANTITIES OF ALL SPRINKLER I I I I U.L. CENTRAL STATION PRE-CAST CONCRETE 1200A ) 0 0 L_J L_J HP1A-25 MONITORING VALVES, FLOW SWITCHES, TAMPER SWITCHES, ETC. WITH SPRINKLER 10�-OM PRIMARY MANHOLE PER ® C CONTRACTOR AS REQUIRED. POWER COMPANY "HOUSE" METERING 600A) PROVIDE "LOCK-ON" CIRCUIT BREAKER PROVIDE TWO TELEPHONE LINES FOR 7. ALL DUCT MOUNTED SMOKE DETECTOR REMOTE TEST STATIONS STANDARDS 30 P ELEVATOR SERVICE SECTION O U.L CENTRAL STATION MONITORING FIRST FLOOR SHALL BE LOCATED ADJACENT TO FIRE ALARM CONTROL PANEL. FIRST FLOOR PROVIDE PHENOLIC NAME TAGS. 2 SETS OF 4135OkCM,#2/OG,4"C PROVIDE flVO GND, 1"C TO8. ALL FIRE DEPARTMENT KEY REPOSITORY BOX. PROVIDE QUALITY Lj 4 STREET SOF WATER METER, FIRE ALARM SYSTEM RISER DIAGRAM ELEVATOR PRODUCTS, INC. MODEL #FKBAF FLUSH MOUNTED WITH DRAWN BY: SRB " TO BUILDING STEEL, AND TO NOT TO SCALE STAINLESS STEEL FINISH PER LOCAL FIRE DEPARTMENT REQUIREMENTS. INCOMING PRIMARY ELECTRIC 3 SETS OF 4#600kCM,4 C 3/4 x10-0 COPPER CLAD 9. ALL FIRE ALARM DUCT SMOKE DETECTORS SHALL BE PROGRAMMED TO DUCTBANK. (2) 4"C WITH PULL PLUS (1) 4"C SPARE. PROVIDE ! GROUND ROD PER NEC. ROPE TO UTILITY CO. RISER POLE. CONCRETE ENVELOPE. PROVIDE NEMA INITIATE A TROUBLE SIGNAL WITHIN THE FIRE ALARM CONTROL PANEL PROJECT #: PROVIDE CONCRETE ENVELOPE. 3R RATED UPON ACTIVATION. DUCT SMOKE DETECTORS SHALL NOT ACTIVATE BUILDING ALARM. C-0015-06 RUN CONDUITS VIA PRECAST EQUIPMENT CONCRETE MANHOLES. 200A TENANT METERS 400A TENANT METERS DRAWING NO.: BUILDING MAIN C.B. MLO TAP BOX FOR HOUSE SERVICE BJEJR Permit BUILDING ENGINEERING RESOURCES, INC. ELECTRIC RISER DIAGRAM Set 28 Main Street,Bldg.6 E.Pr vidence,RI E31 NOT TO SCALE Tel Easton,MA 260 E.Providence,RI -46 2 Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engineering.com www.ber-engineering.com L _ _ r ; STAMP: ELECTRICAL SPECIFICATIONS 16.01 GENERAL REQUIREMENTS 8. TEMPORARY LIGHT AND POWER. 16.11 EQUIPMENT AND MATERIALS B. CONNECTION TO RECESSED CEILING FIXTURES SUPPLIED WITH PIGTAILS E. CIRCUIT BREAKERS FOR PANEL OR INDIVIDUAL MOUNTING SHALL BE OF A. THESE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO SERVE 9• GROUNDING. MAY BE ARRANGED SO THAT MORE THAN ONE, BUT NOT MORE THAN MOLDED CASE TYPE, QUICK-MAKE, QUICK-BREAK, OR MANUAL OR MARC JOINTLY AS A BASIS UPON WHICH THE CONTRACTOR SHALL SUBMIT A A. ALL EQUIPMENT AND MATERIALS FOR PERMANENT INSTALLATION SHALL FOUR, SUCH FIXTURES ARE CONNECTED TO A SINGLE OUTLET BOX. NO AUTOMATIC OPERATION. PRICE FOR MATERIAL AND LABOR PROVISIONS. 10. CUTTING, CHANNELING, AND PATCHING. BE THE PRODUCTS OF RECOGNIZED MANUFACTURER'S AND SHALL BE FIXTURE SHALL BE SUPPLIED FROM AN OUTLET IN ANOTHER ROOM. ELECT)RI kk. NEW F. AMPERE RATING AND NUMBER OF POLES SHALL BE AS INDICATED ON B. IT IS NOT INTENDED THAT THE PLANS OR SPECIFICATION SHOW OR 11. FIRE ALARM SYSTEM. B. NEW EQUIPMENT AND MATERIALS SHALL: C. THROUGH WALL BOXES FOR BACK TO BACK WIRING NOT PERMITTED. THE DRAWINGS. STATE EVERY DETAILED REQUIREMENT OF THE WORK, BUT RATHER THAT 1. WHERE NORMALLY SUBJECTED TO UNDERWRITER'S LABORATORY INC. G. BREAKERS SHALL BE TYPE AS MANUFACTURED BY SQUARE D OR TONAL THEY FURNISH ADEQUATE INFORMATION FOR AN EXPERIENCED CONTRACTOR 16.03 WORK NOT INCLUDED LISTING OR LABELING SERVICES, BE SO LISTED OR LABELED. 16.16 FASTENINGS, SUPPORTS. AND HANGERS APPROVED EQUAL. MINIMUM CIRCUIT BREAKER INTERRUPTING TO PROVIDE A COMPLETELY ACCEPTABLE INSTALLATION. THE GENERAL A. FURNISHING MOTORS, MOTOR STARTER AND CONTROL DEVICES 2. BE WITHOUT BLEMISH OR DEFECT. CAPACITY SHALL BE 22,000 SYM RMS AMPERES. CONDITIONS FROM A PART OF THESE SPECIFICATIONS WHETHER ATTACHED CONNECTED TO EQUIPMENT FURNISHED UNDER OTHER DIVISIONS OF THE A. ALL PARTS OF THE ELECTRICAL INSTALLATION SHALL BE ADEQUATELY 3. NOT TO BE USED FOR TEMPORARY LIGHT AND POWER PURPOSES HERETO OR NOT, SHALL BE CAREFULLY EXAMINED BEFORE SUBMITTING A SPECIFICATIONS. HOWEVER, ELECTRICAL CONTRACTOR WILL ERECT AND WITHOUT ARCHITECT'S AUTHORIZATION. SUPPORTED FROM THE BUILDING CONSTRUCTION USING APPROVED CLAMP 16.22 FIRESTOPPING SMOKEPROOFING AND WATERPROOFING PROPOSAL. WHERE GENERAL CONDITIONS CLAUSES ARE REPEATED IN WIRE SAME, FURNISH AUXILIARY MOTOR DISCONNECTS AS REQUIRED BY SCREWS WITH THE INSERTS OF EXPANSION ANCHORS, EXPANSION BOLTS 4. BE IN ACCORDANCE WITH THE LATEST APPLICABLE N.E.M A STANDARD. AND TOGGLE BOLTS. "IN NO CASE SHALL THE HUNG CEILING MEMBERS A. PROVIDE FIRESTOP OR SMOKESTOP BETWEEN SLEEVES AND CONDUIT THIS SECTION, IT SHALL BE UNDERSTOOD AS CALLING SPECIAL ATTENTION DRAWINGS OR CODE. TO THEM, OR AS A FURTHER QUALIFICATION, AND SHALL NOT BE 5. BE APPROVED BY BUILDING MANAGER OR OWNER. OR WIRES BE USED TO SUPPORT CONDUIT". MANUFACTURED BY BIO FIRE SHIELD, INC., OR DOW CORNING CORP. AS 00 ASSUMED AS OMITTING ANY OTHER CLAUSES. NO GENERAL CONDITIONS B. FINISH PAINTING. FOLLOWS: C. FOR ITEMS WHICH ARE TO BE INSTALLED BUT NOT PURCHASED AS N w n N REFERRING TO THE WORK INCLUDED HEREIN SHALL BE CONSIDERED AS C. TELEPHONE DATA WIRING AND DEVICES. B. ALL FASTENING, SUPPORTS, CLAMPS, ANCHORS, AND SIMILAR ITEMS 1. DOW CORNING SILICON RTV FOAM. coQ N N / PART OF THE ELECTRICAL WORK, THE ELECTRICAL WORK SHALL INCLUDE: SHALL BE OF TYPE SUITABLE FOR THE PURPOSE. 2. DOW CORNING 96-081 RTV SILICON ADHESIVE SEALANT. ry WANED UNLESS SPECIFICALLY STATED HEREIN. I? co co 16.04 CODES. PERMITS, AND INSPECTIONS 1. THE COORDINATION OF THEIR DELIVERY. 3. MINERAL FIBER BOARD, MATTING AND PUTTY. dS o 0 C. BEFORE SUBMITTING PROPOSAL, EXAMINE ALL PLANS RELATING TO 16.17 WIRING DEVICES THIS.WORK, VERIFY ALL GOVERNING CONDITIONS AT THE SITE, BECOME A. ELECTRICAL WORK SHALL COMPLY WITH THE APPLICABLE 2. THEIR FIELD MAKE-UP AND INTERNAL WIRING AS MAY BE NECESSARY B. PROVIDE WATERPROOFING OF ALL MATERIALS WHICH PENETRATE A FLOOR, O CL = A. ALL DEVICES SHALL BE SPECIFICATION GRADE, U.L. APPROVED. EXTERIOR WALL SLAB OR ROOF. ALL SLEEVES SHALL EXTEND A MINIMUM OF 3 U LL FULLY INFORMED AS TO THE EXTENT AND CHARACTER OF THE WORK REQUIREMENTS OF THE STATE ELECTRICAL CODE, LOCAL ORDINANCES, FOR THEIR OPERATION. INCHES ABOVE FLOOR OR ROOF. REQUIRED AND ITS RELATION TO THE WORK OF OTHER TRADES. AND OTHER AUTHORITIES EXERCISING JURISDICTION OVER ALL ELECTRICAL D. ELECTRICAL RACEWAY AND SUPPORTING SYSTEMS SHALL BE B. SINGLE POLE SWITCH, 20 AMP, 120/277 VOLTS. HUBBELL CAT# HBL1221. z o SUBMISSION OF A COST PROPOSAL (BID) WILL BE JUDGED AS EVIDENCE CONSTRUCTION WORK AND THE PROJECT. FURNISHED AND INSTALLED COMPLETE, WITH ALL MATERIALS, FITTINGS, LU C. RECEPTACLE, 20 AMP, 2 POLE, 3 WIRE DUPLEX, 125 VOLT, GROUND THAT THE SITE EXAMINATION HAS BEEN MADE. NO CONSIDERATION WILL B. NOTHING CONTAINED IN THESE SPECIFICATIONS OR PLANS SHALL BE CONNECTIONS AND ACCESSORIES NECESSARY TO PROVIDE IN EACH TYPE. HUBBELL CAT# 5362 OR APPROVED EQUAL. i-- BE GRANTED FOR ANY ALLEGED MISUNDERSTANDING OF THE MATERIALS TO SO CONSTRUED AS TO CONFLICT WITH ANY LOCAL, MUNICIPAL, AND INSTANCE A COMPLETE OPERATING INSTALLATION, AS DESCRIBED HEREIN, D. COLOR AND TYPE OF ALL DEVICE PLATES SHALL BE APPROVED BY U BE FURNISHED FOR WORK TO BE DONE. IT BEING UNDERSTOOD THAT NATIONAL BOARD OF THE FIRE UNDERWRITERS REGULATIONS GOVERNING AS INDICATED ON THE DRAWINGS, AND/OR AS APPROVED BY THE z THE SUBMISSION OF A PROPOSAL IS IN AGREEMENT TO ALL CONDITIONS THE INSTALLATION OF WORK SPECIFIED HEREIN. ALL SUCH LAWS, ARCHITECT PRIOR TO PURCHASE/INSTALLATION. BUILDING MANAGER OR OWNER. � REFERRED TO HEREIN OR INDICATED ON THE PLANS. ORDINANCES AND REGULATIONS WHERE THEY APPLY TO THIS WORK, ARE E. THE E.C. SHALL PROGRAM ALL OCCUPANCY SENSORS TO THE SATISFACTION z ~ 10 E. THE DRAWINGS ARE DIAGRAMMATIC AND GENERALLY INDICATIVE OF THE OF THE TENANT. AS A MINIMUM, THE E.C. SHALL PROVIDE (4) HOURS OF U Q ,o HEREBY INCORPORATED INTO AND MADE A PART OF THE SPECIFICATIONS. Z D. PROPOSAL MUST INCLUDE EVERYTHING REQUIRED TO PROVIDE A WORK TO BE INSTALLED, BUT DO NOT SHOW ALL BENDS, FITTINGS, AND TRAINING TO THE TENANT. ALL OCCUPANCY SENSORS SHALL BE FULLY = N COMPLETE INSTALLATION AS CONTEMPLATED IN A SPECIFICATIONS AND ALL SUCH REQUIREMENTS SHALL BE SATISFIED AT NO ADDITIONAL BOXES WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY EXPENSE TO THE OWNER. PROGRAMMED AT TIME OF FINAL PUNCH-LIST. O � LU PLANS, WHETHER SPECIFICALLY SHOWN OR SPECIFIED OR NOT. INCLUDED INVESTIGATE THE JOB CONDITIONS INCLUDING STRUCTURAL AND FINISH m Q En 0 ARE LABOR, MATERIALS, EQUIPMENT, LIGHTS, TOOLS, SCAFFOLDING, ETC. C. ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE CONDITIONS AFFECTING ALL HIS WORK AND ARRANGE THE SAME 16.18 GROUNDING a_ NECESSARY TO COMPLETE INSTALLATION OF EVERYTHING DESCRIBED, OBTAINED, PAID FOR, AND MADE AVAILABLE AT THE COMPLETION OF THE ACCORDINGLY, FURNISHING SUCH FITTINGS, BOXES AND SIMILAR ITEMS AS A. ALL ENCLOSURES AND NON CURRENT CARRYING METALLIC PARTS OF NF==q S SHOWN OR REASONABLY IMPLIED. WORK. MAY BE REQUIRED TO MEET SUCH CONDITIONS. ELECTRICAL EQUIPMENT, RACEWAY SYSTEMS AND EQUIPMENT GROUND OB m c E. ANY DISCREPANCIES BETWEEN THESE SPECIFICATIONS AND THE 16.05 GUARANTEES AND CERTIFICATIONS 16.12 WIRING MATERIALS BUSES SHALL BE EFFECTIVELY GROUNDED TO THE BUILDING GROUNDING a ACCOMPANYING PLANS, OR THESE SPECIFICATIONS AND PLANS AND THE A. WIRE AND CABLE SHALL BE COPPER, RATED FOR 600 VOLTS, TYPE SYSTEMS THROUGH THE SYSTEM GROUND CONDUCTORS. METALLIC SPECIFICATIONS OF OTHER TRADES, SHALL BE BROUGHT TO THE A. ALL WORK SHALL BE GUARANTEED TO BE FREE FROM DEFECTS, THHN FOR BRANCH CIRCUITS AND XHHW FOR FEEDERS. CONDUITS AND OTHER RACEWAYS AND ENCLOSURES FOR CONDUCTORS ATTENTION OF THE ARCHITECT PRIOR TO THE SUBMISSION OF THE BID. DEFECTIVE MATERIALS OR WORKMANSHIP, AS WELL AS DAMAGE TO THE B. WIRE #10 AWG AND SMALLER SHALL BE SOLID, WIRE #8 AWG AND SHALL BE METALLIC ALLY JOINED TOGETHER INTO A CONTINUOUS FAILURE TO COMPLY WITH THE ABOVE SHALL ALLOW THE ARCHITECT TO WORK OF ANY/ALL TRADES RESULTING FROM THE SAME, SHALL BE LARGER SHALL BE STRANDED. ELECTRICAL CONDUCTOR, AS TO PROVIDE EFFECTIVE ELECTRICAL MAKE A FINAL AND BINDING DECISION AT A LATER DATE AND NO REPLACED OR REPAIRED AS DIRECTED FOR DURATION OF ONE YEAR, C. WIRING SHALL BE CONSISTENTLY COLOR CODED THROUGHOUT. FOR CONTINUITY. ALLOWANCE WILL BE GIVEN IF THE MORE EXPENSIVE OF THE ITEM IN FROM THE DATE OF ACCEPTANCE. B. GROUND CONTINUITY SHALL BE MAINTAINED THROUGHOUT. QUESTION IS SELECTED. 120/208 VOLT SYSTEMS, UTILIZE RED, BLUE, BLACK FOR LINE (PHASE) B. THE DATE OF ACCEPTANCE SHALL BE THE DATE OF THE FINAL CONDUCTORS AND WHITE FOR NEUTRAL CONDUCTOR, SWITCH LEG F. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK WITH ITS PAYMENT FOR THE WORK OR THE DATE OF A FORMAL NOTICE OF SHALL BE SEPARATELY IDENTIFIED. GROUND CONDUCTOR SHALL BE 16.19 LIGHTING FIXTURES COMPLETION AND FINAL ACCEPTANCE SHALL REPLACE ANY OF THE SAME ACCEPTANCE, WHATEVER IS EARLIER. GREEN. FOR 277/480V SYSTEMS, UTILIZE BROWN, ORANGE, YELLOW FOR A. ALL LIGHTING FIXTURES SHALL COMPLY WITH THE STATE ELECTRIC WHICH MAY BE DAMAGED, LOST OR STOLEN, WITHOUT ANY ADDITIONAL C. NON-DURABLE ITEMS, SUCH AS ELECTRIC LAMPS, SHALL BE CODE AND SHALL BE U.L� APPROVED. W Uj COST TO THE OWNER. LINE (PHASE) CONDUCTORS, AND GREY FOR NEUTRAL CONDUCTOR. REPLACED UP TO THE DATE OF ACCEPTANCE, SUCH THAT THEY SHALL GROUND CONDUCTOR SHALL BE GREEN WITH YELLOW TRACER. B. ALL LIGHTING FIXTURES SHALL BE APPROVED PRIOR TO PURCHASE. G. THE WORK CALLED FOR IN THESE PLANS AND SPECIFICATIONS SHALL HAVE HAD NO MORE THAN 100 HOURS USE PRIOR TO THIS DATE. D. MINIMUM SIZE: Z O BE COORDINATED WITH THE STRUCTURE, WORK OF ALL RELATED TRADES, C. ALL LIGHTING FIXTURES SHALL BE FURNISHED AND INSTALLED S 1. LIGHTING AND POWER: #12 AWG, UNLESS OTHERWISE INDICATED. COMPLETE WITH NECESSARY COMPONENTS, ACCESSORIES, AND LAMPS OF W AND SHALL BE SO ARRANGED THAT THERE WILL BE NO DELAY IN THE 16.06 SHOP DRAWINGS AND EQUIPMENT SUBMISSION PROPER INSTALLATION AND COMPLETION OF ANY PART OF EACH A. PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIAL, A LIST OF 2. CONTROL: #14 AWG. CORRECT TYPE AND RATING AS INDICATED ON ELECTRICAL DRAWINGS. D. FIXTURES SHALL BE CAREFULLY SUPPORTED AND ALIGNED WITH 75 RESPECTIVE WORK. WHEREIN IT MAY BE INTERRELATED WITH THIS THEIR MANUFACTURERS SHALL BE SUBMITTED FOR APPROVAL. � v 3. 120 VOLT CIRCUITS OVER 100 FEET IN LENGTH AND 277 VOLT W CONTRACT ALL WORK CAN PROCEED IN ITS NATURAL SEQUENCE WITHOUT NECESSARY HANGERS, SUPPORTING MEMBERS, AND FRAMES FOR PROPER THE CONTRACTOR IS RESPONSIBLE FOR ANY B. PRIOR TO ASSEMBLING OR INSTALLING THE WORK, CATALOG CIRCUITS OVER 200 FEET IN LENGTH FROM THE POINT OF SUPPLY INSTALLATION, ALL AS REQUIRED AND AS APPROVED. O Z � (")- UNNECESSARY DELAY INFORMATION AND FACTORY ASSEMBLY DRAWINGS, AS REQUIRED FOR A TO THE FIRST OUTLET SHALL BE #10 AWG. O O z ADDITIONAL COST AND DELAYS IN THE WORK RESULTING FROM E. ALL FIXTURES SHALL BE PROPERLY WIRED AND CONNECTED TO r- SUBSTITUTION UNDER THIS DIVISION: INCLUDING, BUT NOT LIMITED TO, ANY COMPLETE EXPLANATION AND DESCRIPTION OF ALL FIXTURES, DEVICES, E. SPLICES IN BRANCH CIRCUIT WORK SHALL BE MADE BY MEANS OF O � DEVICES AND ITEMS OF EQUIPMENT, SHALL BE SUBMITTED FOR APPROVAL. BRANCH CIRCUITS, TESTED AND LEFT READY FOR OPERATION. CHANGES, INDECISION, INSTALLATION OR THE WORK OF OTHER TRADES. TYPE 'R' "SCOTCHLOCK" ELECTRICAL TYPE. 1 H. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC (EXCEPT WHERE C. FIELD INSTALLATION DRAWINGS AS REQUIRED TO EXPLAIN FULLY ALL F. FOR TYPE, MAKE, AND QUANTITIES OF LIGHTING FIXTURES REQUIRED, F. ELECTRICAL INSULATION TAPE SHALL BE VINYL PLASTIC TYPE WITH SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS. _ M AND PROCEDURES INVOLVED IN ERECTING, MOUNTING AND CONNECTING ALL " ELECTRICAL TYPE. O DIMENSIONED) AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEM PRESSURE ADHESIVE SCOTCH WORK. FOLLOW ARCHITECTURAL, STRUCTURAL, AND MANUFACTURER'S ITEMS OF EQUIPMENT. G. FIXTURES AND/OR FIXTURE OUTLET BOXES SHALL BE PROVIDED WITH G. BRANCH CIRCUITRY NUMBERS INDICATED ON THE DRAWINGS ON HANGERS TO ADEQUATELY SUPPORT THE COMPLETE WEIGHT OF THE J r- SHOP DRAWINGS FOR GREATER ACCURACY. CONSULT ENGINEER IN CASE D. NO EQUIPMENT SHALL BE FABRICATED, DELIVERED, ERECTED, OR MULTI-CIRCUIT HOMERUNS ARE FOR IDENTIFICATION OF DEVICES OR FIXTURE. PROVIDE SUPPLEMENTAL SUPPORTS PER ALL LOCAL AND OF DOUBT OR CONFLICT, UNLESS, NOTED, FIXED DIMENSIONS ARE BASED RECONNECTED THAN FROM DRAWINGS APPROVED BY THE ENGINEER. EQUIPMENT THEY ARE CONNECTED TO AND DO NOT NECESSARILY REFER STATE CODES. ON THE PRODUCT OF ONE MANUFACTURER, VERIFY DIMENSIONS WITH THE SHOP DRAWING IN THE NUMBER DIRECTED SHALL BE SUBMITTED FOR THE TO PANEL.BOARD CIRCUIT NUMBERS. ASSIGNMENT OF BRANCH CIRCUIT r H. ALL SHOP DRAWINGS OF THE MATERIAL ACTUALLY APPROVED OR PURCHASED. FOLLOWING: NUMBERS SHALL BE PART OF THIS WORK AND INDICATED ON PANEL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ENERGY SAVING I. EXACT LOCATION OF ALL EQUIPMENT, PANELS, PULL BOXES, FEEDERS, 1. LIGHTING FIXTURES. 5. PANEL BOARDS AND CIRCUIT DIRECTORIES. BRANCH CIRCUITS SHALL BE CONNECTED TO CIRCUITS ON LAMPSS A AND ND SOLIDD STATE ELECTRONIC ENERGY SAVING CLASS "P" FIXTURES, ETC., SHALL BE APPROVED BY THE ARCHITECT, AND OWNER 2. WIRING DEVICES AND PLATES. BREAKERS PANELBOARDS SO AS TO SECURE A REASONABLE BALANCE ON THE THREE PRIOR TO THE INSTALLATION OF THE SAME. 6. SAFETY SWITCHES AND MOTOR PHASES. WHERE MORE THAN ONE CIRCUIT WITH A COMMON NEUTRAL IS I. EXIT LIGHTS SHALL BE WIRED ON A SEPARATE CIRCUIT. PROVIDE 3. CONDUIT, BOXES, AND FITTINGS. STARTERS INSTALLED IN THE SAME CONDUIT, EACH PHASE WIRE SHALL BE CIRCUIT BREAKER WITH LOCKING TYPE HANDLE. J. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, 4. WIRE AND CABLE FITTINGS, AND ACCESSORIES TO FULFILL APPLICABLE CODES, REGULATIONS, 7. FIRE ALARM SYSTEM INCLUDING CONNECTED TO A DIFFERENT LEG OF THE SYSTEM. 16.20 TELEPHONE SYSTEM AND THE BEST PRACTICES OF THE TRADE FOR INSTALLATION OF ALL BATTERY CALCULATIONS AND H. ALL CONDUCTORS SHALL BE COLOR CODED THROUGHOUT AND ELECTRICAL WORK. WIRING DIAGRAMS. NUMBERED AND TAGGED AT EACH JUNCTION BOX, PULL BOX, PANEL, AND A. PROVIDE EMPTY CONDUIT WITH PULL LINE 3/4" MINIMUM AT EACH E. TEL/DATA OUTLET LOCATION. EXTEND IT UP TO 12" ABOVE HUNG TITLE: IT SHALL BE UNDERSTOOD THAT APPROVAL OF DRAWINGS WILL NOT DEVICE WITH SUITABLE FIREPROOF TAGS OR ADHESIVE IDENTIFICATION K. EXPOSED CONDUITS CAN BE INSTALLED BUT IN NO CASE SHALL BE CEILING AND TERMINATE WITH PLASTIC BUSHING. INSTALLED LESS THAN NINE FEET ABOVE THE FINISHED FLOOR OR AS BIND THE ENGINEER OR THE OWNER TO THE FINAL ACCEPTANCE OF SUCH BANDS. NOTED. CONDUITS INSTALLED IN THE AREA WHERE HUNG CEILING OR EQUIPMENT AS THE COMPLETED INSTALLATION AND TEST OF EQUIPMENT 16.13 CONDUITS AND RAC B. PROVIDE 5/8" THICK, 5'-0" WIDE AND 8'-0" HIGH FIRE RETARDANT AS A WHOLE MUST BE PROVIDED AND GUARANTEED HEREIN AS SPECIFIED. EWAYS OTHER FURRED SPACES ARE INDICATED SHALL BE INSTALLED CONCEALED. AS BACKBOARD IN TELEPHONE CLOSET. COORDINATE SIZE SHOULD ANY WORK REQUIRE SUBSEQUENT MODIFICATION OR RELOCATION 16.07 SAMPLES A. LIQUID TIGHT FLEXIBLE, GALVANIZED STEEL CONDUIT WITH CONTINUOUS WITH OWNER'S TELEPHONE SYSTEM VENDOR. TO AVOID INTERFERENCE OR CONFLICTS WITH OTHER WORK, SUCH COPPER BONDING CONDUCTOR, SHALL BE USED FOR CONNECTIONS TO SPECIFICATIONS FOR APPROVAL MOTORS AND AT OTHER LOCATIONS WHERE VIBRATION MOVEMENT IS C. ALL TELEPHONE/DATA WIRING, JACKS, COVERPLATES, PUNCH DOWN CHANGES SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. A. UPON REQUEST BY ARCHITECT OR OWNER, SUBMIT ONE SAMPLE OF EACH OF THE FOLLOWING: ENCOUNTERED. BLOCKS, ETC., ARE FURNISHED AND INSTALLED BY OWNERS PRIVATE L. ANY NECESSARY ELECTRICAL SERVICE INTERRUPTIONS SHALL BE AT A VENDOR. TIME CONVENIENT TO THE BUILDING OWNER. 1. EACH TYPE OF LIGHTING FIXTURE. B. UNLESS OTHERWISE INDICATED OR SPECIFIED ALL WIRING SHALL BE 2. EACH TYPE OF WIRING DEVICE. INSTALLED CONCEALED IN CEILINGS, WAILS, SLABS, PIPE CHASES AND 16.21 PANEL BOARDS M. ALL PENETRATIONS THROUGH SLABS AND FIRE RATED PARTITIONS 3. EACH TYPE OF WIRING DEVICE PLATE. FURRED SPACES WHENEVER POSSIBLE. A. PANEL BOARDS SHALL CONSIST OF FACTORY COMPLETED DEADFRONT SHALL BE FIRE STOPPED USING APPROVED METHOD TO MAINTAIN THE 16.08 RECORD DRAWINGS C. CONDUIT AND FITTINGS SHALL CONFORM TO LATEST ACCEPTABLE STATE ASSEMBLIES OF BACK PANS, MAIN BUSSES, OVER CURRENT AND DATE ISSUED: FIRE RESISTANCE RATING. A. REPRODUCIBLE RECORD DRAWINGS SHALL BE SUPPLIED BY THE CODE AND ALL OTHER CODES HAVING JURISDICTION. SWITCHING UNITS, SHEET METAL CABINETS AND TRIMS. THEY SHALL BE N. THE E.C. SHALL CALL FOR A FINAL PUNCH-LIST WHEN ALL ELECTRICAL CONTRACTOR UPON WHICH CORRECTIONS SHALL BE MADE TO PROVIDE AN SO DESIGNED THAT SWITCHING AND OVER CURRENT DEVICES CAN BE 06.13,2007 WORK IS COMPLETE. IN THE EVENT REPRESENTATIVES OF THIS OFFICE ACCURATE AND COMPLETE RECORD OF THE WORK INSTALLED. D. CONDUIT SHALL BE 3/4" TRADE SIZE MINIMUM. UNLESS OTHERWISE REPLACED WITHOUT DISTURBING ADJACENT UNITS AND WITHOUT REMOVING REVISIONS: ARRIVE AT THE SITE AND DEEM WORK IS NOT SUFFICIENTLY COMPLETE, INDICATED OR SPECIFIED. THE MAIN BUS CONNECTORS, SO THAT CIRCUITS MAY BE CHANGED NO REVIEW/PUNCH-LIST WILL OCCUR. THE E.C. WILL BE RESPONSIBLE 16.09 TESTS E. ALL CONDUITS WHICH ARE TO REMAIN EMPTY FOR FUTURE WITHOUT MACHINING, DRILLING, OR TAPPING. FOR ALL COSTS ASSOCIATED WITH RESCHEDULING THE PUNCH-LIST. A. BEFORE AN APPLICATION FOR THE FINAL ACCEPTANCE OF THE WORK INTRODUCTION OF CONDUCTORS SHALL BE PROVIDED WITH A PULL LINE B. BUS BARS FOR THEIR MAINS SHALL BE OF COPPER HAVING CURRENT 16.02 SCOPE OF WORK WILL BE CONSIDERED, ALL TESTS DEEMED NECESSARY BY THE ARCHITECT WITH IDENTIFICATION BAND AT BOTH ENDS. CAPACITIES AS INDICATED AND SIZED FOR SUCH CAPACITIES IN TO SHOW PROPER EXECUTION OF THE WORK SHALL HAVE BEEN ACCORDANCE WITH UNDERWRITER LABORATORY STANDARDS. UNLESS PERFORMED AND COMPLETED IN THE PRESENCE OF AN ARCHITECT'S A. WITHOUT INTENDING TO LIMIT AND/OR RESTRICT THE VOLUME OF F. STEEL JACKETED METAL CLAD CABLE CAN BE USED FOR LIGHTING AND WORK REQUIRED AND SOLELY FOR THE CONVENIENCE OF THE APPLIANCE BRANCH CIRCUITRY IN VOIDS OF CEILING AND PARTITIONS, OTHERWISE NOTED, FULL SIZE NEUTRAL BARS SHALL BE INCLUDED. CONTRACTOR, THE WORK OF THIS DIVISION SHALL, IN GENERAL COMPRISE REPRESENTATIVE. SCHEDULE OF ALL TESTING PROCEDURES SHALL BE PROVIDED THAT THIS TYPE OF WIRING IS ACCEPTABLE TO THE LOCAL BUS BAR TAPS FOR PANELS WITH SINGLE POLE BRANCHES SHALL BE THE FOLLOWING: ARRANGED TO SUIT THE CONVENIENCE OF THE ARCHITECT. BUILDING OFFICIAL OR HIS REPRESENTATIVE. ARRANGED FOR SEQUENCE PHASING OF THE BRANCH CIRCUIT DEVICES. B. ANY DEFECTS OR DEFICIENCIES DISCOVERED IN ANY OF THE BUSSING SHALL BE BRACED THROUGHOUT TO CONFORM TO INDUSTRY 1. INSTALLATION OF NEW ELECTRICAL DISTRIBUTION SYSTEM AND PANELS. ELECTRICAL WORK SHALL BE CORRECTED. 16.14 JUNCTION BOXES STANDARD PRACTICE GOVERNING SHORT CIRCUIT STRESSES IN PANEL DRAWN BY: SRB 2. FURNISHING AND INSTALLING NEW LIGHTING FIXTURES AND LAMPS. 16.10 IDENTIFICATION A. JUNCTION BOX AND PULL BOXES SHALL BE PROVIDED WHERE BOARDS. PHASE BUSSING SHALL BE FULL HEIGHT WITHOUT REDUCTION. 3. FURNISHING AND INSTALLING NEW FEEDERS, CONDUITS, BRANCH INDICATED OR SPECIFIED AND WHERE NECESSARY TO FACILITATE THE PROJECT #: A. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL TYPEWRITTEN C. AGROUND BUS SHALL BE PROVIDED FOR EACH PANEL.. EACH C-0015-06 CIRCUIT WIRING, ETC. INSTALLATION OF EQUIPMENT OR WIRING . DIRECTORIES BEHIND TRANSPARENT PLASTIC COVERS IN METAL FRAMES, IN GROUND BUS SHALL BE OF THE SAME MATERIAL AS THE PHASE 4. FURNISHING AND INSTALLING NEW RACEWAYS, OUTLET BOXES, WIRING ALL NEW AND EXISTING PANELS INDICATING TYPE AND LOCATION OF LOAD 16.15 OUTLET BOXES AND NEUTRAL BUSES. DRAWING NO.: AND CONNECTIONS FOR LIGHTING FIXTURES, SWITCHES, AND RECEPTACLES. BEING SERVED BY INDIVIDUAL CIRCUIT BREAKERS. D. PANEL BOARDS SHALL COMPLY WITH THE FOLLOWING INDUSTRY BJEJR " OUTLET BOX SUITABLE FOR THE USE FOR WHICH THE OUTLET IS TO BE Permit 5. PROVIDE CONNECTIONS TO ALL ELECTRICAL EQUIPMENT FURNISHED BY B• ALL PARTS OF EQUIPMENT, SUCH AS PANELS, JUNCTION BOXES, A• EACH OUTLET FOR LIGHTING FIXTURE, WALL SWITCH, WALL STANDARDS:OTHER TRADES OR BY THE OWNER. SAFETY SWITCHES, MOTOR STARTER, CIRCUIT BREAKERS, CONDUCTORS AND RECEPTACLE, TELEPHONE, OR OTHER USE SHALL BE PROVIDED WITH AN 1. UL STANDARDS 6. POWER WIRING FOR ALL MOTORS, INCLUDING INSTALLING ALL SIMILAR ITEMS SHALL BE IDENTIFIED BY NAME, AT SUPPLY END, LOAD PUT AND TO THE LOCATION IN WHICH IT OCCURS, SECURED FIRMLY IN a• PANEL BOARDS - UL67 BUILDING ENGINEERING RESOURCES, INC. 4 t Avenue E REQUIRED DISCONNECT SWITCHES AND MOUNTING OF STARTERS. SUPPLIED", AND AT LOAD END "LOAD SUPPLIED FROM . PLACE AND SET TRUE AND SQUARE WITH THE FINISHED SURFACE. b. CABINET & BOXES - UL50 Set 28 Main Street,Bldg.3A E.P vidence,RI0291 2. NEMA STANDARD - PBl No.Easton,MA 02356 E.Providence,RI 02916 7. FURNISHING AND INSTALLING ALL TELEPHONE/DATA SYSTEM CONDUITS, 08-13-07 Tel: (508)230-0260 Tel:'(401)435-4602 Fax: (508)230-0265 Fax: (401)435-4608 SLEEVES AND BOXES. BER@BER-Engineering.com www.ber-engineering.com r , STAMP: 16.23 FIRE ALARM SYSTEM OF PART 1 - GENERAL MARC. P PB 1.01 SECTION INCLUDES C. NOTIFICATION APPLIANCES: B. THE SIZES OF THE DIFFERENT WIRES WITHIN THE BUILDING SHALL BE NO. 12 OR ! 14 GAUGE, SOLID CONDUCTORS UNLESS OTHERWISE NOTED ON THE PLANS. ALL SLC A. FURNISH AND INSTALL A COMPLETE AUTOMATIC AND MANUAL, LOW VOLTAGE, 1. FLUSH WALL MOUNTED COMBINATION EVACUATION HORN AND STROBE UNITS LOOPS SHALL BE WIRED WITH N0. 16 GAUGE TWISTED PAIR PLENUM RATED CABLE Fqr ADDRESSABLE FIRE ALARM SYSTEM WITH BATTERY STANDBY, TO BE WIRED, SHALL BE FURNISHED AND INSTALLED WHERE SHOWN ON THE PLANS. THESE (SHIELDED WIRE WILL NOT BE ACCEPTED). WIRE SHALL BE TAGGED AT ALL JUNCTION CONNECTED AND LEFT IN FIRST-CLASS OPERATING CONDITION. ALL EQUIPMENT UNITS SHALL BE MOUNTED ON BACK BOXES. POINTS AND SHALL TEST FREE FROM GROUNDS OR CROSSES BETWEEN CONDUCTORS. SHALL BE LISTED BY UNDERWRITERS' LABORATORIES AND SHALL MEET THE APPROVAL A. IN WET AREAS PROVIDE WEATHERPROOF SURFACE BACK BOXES. COLOR CODING SHALL BE AS REQUIRED BY LOCAL AND STATE FIRE CODE. OF THE LOCAL FIRE DEPARTMENT AND SHALL BE AS MANUFACTURED BY FIRE B. WHERE SURFACE UNITS ARE REQUIRED, PROVIDE SURFACE BACK BOXES. COORDINATE WITH LOCAL SUPERINTENDENT OF FIRE ALARMS. ALL BOXES AND CONTROL INSTRUMENT (FCI) OR APPROVED EQUAL MANUFACTURERS (GAMEWELL, FITTINGS SHALL BE PAINTED RED. IF APPROVED BY LOCAL WIRING INSPECTOR AND NOTIFIER, SIMPLEX, OR EST). THE COMPLETE INSTALLATION SHALL BE MADE IN 2. FLUSH MOUNTED VISUAL STROBES ONLY SHALL BE FURNISHED AND INSTALLED SUPERINTENDENT OF FIRE ALARMS, TYPE MC FIRE ALARM CABLE WITH RED COLOR ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE LATEST EDITION OF N.F.PA. WHERE SHOWN ON THE PLANS. THESE UNITS SHALL MOUNT ON ONE GANG CODED ARMOR, AS MANUFACTURED BY AMERICAN FLEXIBLE CONDUIT CO., OR 72 FOR AUXILIARY CONNECTED FIRE ALARM SYSTEMS, AND ALL STATE AND LOCAL BACK BOX. APPROVED EQUAL, MAY BE INSTALLED FOR SIGNAL CIRCUITS ONLY. ALL WIRING IN CODES AND ADA. A. WHEN SURFACE UNITS ARE REQUIRED, PROVIDE SURFACE BACK BOXES. EXPOSED AREAS SHALL BE INSTALLED IN CONDUIT FROM THE ROOF DECK DOWN TO EACH INDIVIDUAL DEVICE. IF REQUIRED BY LOCAL FIRE DEPARTMENT ALL WIRING 3. FLUSH CEILING MOUNTED COMBINATION EVACUATION HORN AND STROBE UNITS, SHALL BE IN RUN METALLIC RACEWAY. 1.02 SYSTEM OPERATION AND/OR HORN ONLY UNITS SHALL BE FURNISHED AND INSTALLED WHERE SHOWN C N co CO N A. THE ACT OF ACTUATING THE PULL LEVER ON ANY MANUAL FIRE ALARM STATION OR ON PLANS. THESE UNITS SHALL BE MOUNTED ON BACK BOXES. C. PROVIDE STEEL CONNECTORS, COUPLINGS, AND FITTINGS FOR CONDUIT SYSTEM. ca LU o � THE AUTOMATIC ACTUATION OF THE SPRINKLER SYSTEM OR SYSTEM SMOKE/HEAT 4. PROVIDE SYNCHRONIZATION MODULE FOR CONTROL OF NOTIFICATION CIRCUITS DIE CAST FITTINGS ARE NOT ALLOWED. o 10 DETECTOR SHALL: WHERE MORE THAN TWO VISUAL DEVICES ARE LOCATED IN THE SAME SPACE. o2S CC) co o 0 D. ALL CONDUIT AND CABLING SHALL BE RUN PARALLEL AND PERPENDICULAR TO 1. SOUND THE ALARM HORNS AND INITIATE THE VISUAL SIGNALS WITHIN THE 5. FLUSH MOUNTED AUDIO ONLY UNITS SHALL BE FURNISHED AND INSTALLED BUILDING STRUCTURE. L" L" BUILDING. WHERE SHOWN ON THE PLANS. MOUNT ON BACK BOX AS REQUIRED. 2. INDICATE ON THE CONTROL PANEL AND REMOTE ANNUNCIATORS THE E. THE WIRING SYSTEM SHALL BE CARRIED THROUGH ALL EQUIPMENT. NO PIGTAIL TYPE ORIGIN OF THE ALARM. D. PROVIDE REMOTE POWER SUPPLIES AS REQUIRED FOR NOTIFICATION CIRCUITS. POWER (TEE) CONNECTIONS SHALL BE ALLOWED. FINAL CONNECTIONS BETWEEN CONTROL C)3. SEND SIGNAL TO MUNICIPAL FIRE DEPARTMENT VIA MASTER BOX. PANEL SHALL BE CAPABLE OF PROVIDING 6 AMPS OF POWER FOR EITHER (4) EQUIPMENT AND THE WIRING SYSTEM SHALL BE MADE UNDER DIRECT SUPERVISION z g 4. DE-ENERGIZE ALL ELECTRICALLY OPERATED EQUIPMENT LOCATED UNDER CLASS B OR (4) CLASS A CIRCUITS 0 24VDC. OF REPRESENTATIVE OF THE EQUIPMENT MANUFACTURER. L EXHAUST HOODS. 5. IF THE ALARM DEVICE IS A DUCT MOUNTED SMOKE DETECTOR, IN E. SPRINKLER SYSTEM FLOW SWITCHES AND ASSOCIATED SEPARATE GATE VALVE F. PERMITS: OBTAIN PERMIT FROM LOCAL AUTHORITIES PRIOR TO STARTING c i C). z ADDITION TO THE ABOVE, SHUT DOWN ASSOCIATED AIR MOVEMENT TAMPER SWITCHES SHALL BE FURNISHED AND INSTALLED BY SPRINKLER EQUIPMENT INSTALLATION AND PAY ALL CHARGES REQUIRED EQUIPMENT THROUGH INTEGRAL RELAY CONTACTS WITHIN THE DUCT SMOKE SUPPLIER AND WIRED BY THE CONTRACTOR. Qj z DETECTOR. G. CONTRACTOR'S JOB FOREMAN SHALL BE PRESENT FOR BUILDING OWNER'S F. AIR DUCT SMOKE DETECTOR SHALL BE SUPPLIED WITH APPROPRIATE HOUSING AND U Q 10 B. OPERATING POWER FAILURES, OPENS OR GROUNDS ON THE ZONE INITIATING PHOTOELECTRIC SMOKE DETECTOR FURNISHED AND INSTALLED IN SUPPLY AND/OR INSTRUCTIONAL MEETING, TO INSTRUCT MAINTENANCE PERSONNEL IN SYSTEMS CIRCUITS, THE SUPERVISED ALARM HORN SIGNAL CIRCUITS, OR THE FIRE / OPERATION AS WELL AS BEING PRESENT ON DAY OF COMMISSIONING. � ~ o RETURN AIR DUCTS FOR AIR MOVEMENT EQUIPMENT. FURNISH WITH SAMPLING z DEPARTMENT CALL CIRCUIT SHALL CAUSE THE APPROPRIATE TROUBLE SIGNALS TO TUBE LENGTHS AS REQUIRED. ADJUST LENGTH AS REQUIRED FOR EACH DETECTOR = N SOUND AND THE TROUBLE LEDS TO GLOW UNTIL THESE CIRCUITS ARE RESTORED TO H. HVAC SMOKE DETECTORS MUST BE IDENTIFIED AS TO LOCATION AND INSTALLED 'S Cn NORMAL. THE TROUBLE SIGNAL MAY BE SILENCED WITH THE TROUBLE SIGNAL (2). FURNISH AND INSTALL REMOTE ALARM INDICATOR AND TEST STATION. ACCESSIBLE FOR EASY CLEANING. PROVIDE ENGRAVED PHENOLIC NAMEPLATES O U W SILENCING SWITCHES, BUT THE TROUBLE LEDS CANNOT BE EXTINGUISHED UNTIL THE LOCATE IN OCCUPIED AREA AS INDICATED. FASTENED TO CEILING GRIDS BELOW SMOKE DETECTORS. m Q N O CIRCUITS ARE RESTORED TO NORMAL. OB !0 = G. HEAT DETECTORS SHALL BE 135 DEGREE COMBINATION FIXED TEMPERATURE AND C. IN THE EVENT OF A COMMERCIAL POWER FAILURE, THE COMPLETE SYSTEM SHALL RATED OF RISE WITH MONITOR MODULE. OB � � IMMEDIATELY AND AUTOMATICALLY TRANSFER TO A STANDBY BATTERY SOURCE OF OBOf POWER. H. AT MAIN FIRE ALARM PANEL PROVIDE AND MOUNT A GRAPHIC LAYOUT, IN GLASS OB o OR LEXAN WITH FRAME, OF THE BUILDING INDICATING THE LOCATION AND ADDRESS 1.03 FEATURES OF ALL DEVICES. A. SOLID STATE ADDRESSABLE ANALOG MICROPROCESSOR BASED CONTROL PANEL. I. KEY SHALL BE DELIVERED TO LOCAL FIRE DEPARTMENT, FIRE PREVENTION BUREAU. SWITCHES ON ANNUNCIATOR SHALL BE IDENTIFIED AS TO USE. LOCATE AS B. ADDRESSABLE ANALOG INITIATING DEVICES. INDICATED ON DRAWINGS. VERIFY ALL REQUIREMENTS WITH LOCAL FIRE DEPARTMENT AUTHORITY. C. SIGNALS. J. PROVIDE A KEY BOX AS REQUIRED BY LOCAL FIRE DEPARTMENT ON EXTERIOR WALL D. REMOTE ANNUNCIATION. WHERE INDICATED ON DRAWINGS, KEYED TO FIRE DEPARTMENT REQUIREMENTS. PROVIDE WIRING FROM BOX TO INTRUSION ALARM SYSTEM CONTROL PANEL. BOX E. MUNICIPAL CONNECTION. SHALL BE WIRED SIMILAR TO SPRINKLER TAMPER SWITCH TO SEPARATE ZONE ON SYSTEM. CONTRACTOR SHALL MAKE APPLICATION TO LOCAL FIRE DEPARTMENT AND Ly 0 1.04 SUBMITTALS SHALL PAY ANY REQUIRED FEE. W Q A. SUBMITTALS ARE REQUIRED FOR ALL MATERIALS SPECIFIED HEREIN IN ACCORDANCE 2.03 TESTS AND GUARANTEE O WITH THE PROVISIONS OF SECTION 01300. z A. BEFORE THIS INSTALLATION SHALL BE CONSIDERED COMPLETE AND ACCEPTABLE TO W � B. VENDOR FURNISHING SYSTEM EQUIPMENT SHALL PROVIDE FLOOR PLANS (MARKED-UP THE AWARDING AUTHORITIES, A COMPLETE TEST ON THE SYSTEM SHALL BE ( , Q CONTRACT SET) SHOWING ALL REQUIRED WIRING AND CONNECTIONS: PLAN LAYOUT, PERFORMED AT BUILDING OWNER'S INSTRUCTIONAL MEETING AS FOLLOWS: 0 v = 5 CONNECTION DIAGRAMS AND CATALOG CUTS OF ALL COMPONENTS. PLANS SHALL W Q INDICATE DEVICE PROGRAM NUMBERS, ALL WIRING BETWEEN CONTROL PANEL, 1. THE ELECTRICAL CONTRACTOR'S JOB FOREMAN, IN THE PRESENCE OF A ANNUNCIATOR, DEVICES, REMOTE POWER SUPPLIES, ETC.. NUMBER OF CONDUCTORS, REPRESENTATIVE OF THE EQUIPMENT MANUFACTURER, THE ARCHITECT, BUILDING O RECOMMENDED WIRE TYPE AND LABELING SYSTEM. SHOP DRAWINGS WILL NOT BE OWNER AND THE FIRE DEPARTMENT SHALL OPERATE EACH ALARM INITIATING O O Z REVIEWED WITHOUT THESE DRAWINGS. DEVICE AND VERIFY ZONE ANNUNCIATION, TEST ALL AUDIBLE AND VISUAL r SIGNALING DEVICES AND AUXILIARY CONTROL FUNCTIONS OF THE CONTROL O b Z Z PANEL. EACH CIRCUIT SHALL BE OPENED AT ITS MOST REMOTE POINT TO PART 2 - PRODUCTS CHECK FOR CORRECTNESS OF THE SUPERVISORY CIRCUITRY. WHEN THE Lv Q ABOVE TEST HAS BEEN COMPLETED TO THE SATISFACTION OF THE MANUFACTURER'S O 2.01 CONTROL PANEL REPRESENTATIVE, THE ELECTRICAL CONTRACTOR'S JOB FOREMAN, BUILDING OWNER AND THE FIRE DEPARTMENT, A LETTER WITNESSED AND CO-SIGNED BY ALL J A. PROVIDE AN FCI FC7200A SERIES, MICROPROCESSOR BASED. THE CONTROL UNIT ATTESTING TO THE COMPLETION OF THIS TESTING SHALL BE PREPARED BY THE J r- SHALL BE ADDRESSABLE/ANALOG TECHNOLOGY WITH PLUG-IN MODULES. EACH CONTRACTOR AND SHALL BE FORWARDED TO BUILDING OWNER, THE ARCHITECT Q DEVICE SHALL HAVE A DISTINCT ADDRESS IDENTITY OF ITS OWN. PROVIDE FOR AND THE LOCAL FIRE DEPARTMENT. ANNUNCIATION IN CONTROL PANEL AND AT REMOTE INDICATOR. ALL WIRING SHALL BE CLASS A, STYLE 6. MODULES SHALL BE CAPABLE OF PROVIDING PULSATING B. UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL FORWARD TO THE SIGNALS AND FLASH RATES PER ADA. BUILDINGS OWNER AND THE ARCHITECT, A SIGNED WRITTEN STATEMENT 1. ANALOG LOOP UNITS (ALU) SHALL BE ADDED AS REQUIRED TO THE CONTROL SUBSTANTIALLY IN THE FORM AS FOLLOWS: PANEL. 2. SIGNAL MODULES SHALL BE ADDED AS REQUIRED TO THE CONTROL PANEL. 1. "THE UNDERSIGNED HAVING BEEN ENGAGED AS ELECTRICAL CONTRACTOR ON MODULES SHALL BE ARRANGED TO ALLOW SILENCING HORNS, BUT LEAVE LIGHTS EAST PROVIDENCE BOWLING LANES, CONFIRMS THAT THE FIRE ALARM SYSTEM FLASHING, IF REQUIRED BY LOCAL FIRE DEPARTMENT AUTHORITY. MODULES MUST EQUIPMENT WAS INSTALLED AND CONNECTED IN ACCORDANCE WITH THE BE CAPABLE OF PROVIDING PULSATING SIGNALS PER ADA. CONTRACT SPECIFICATIONS, STATE AND LOCAL CODES AND REGULATIONS AND 3. PROVIDE MONITOR MODULES FOR MONITORING THE SPRINKLER SYSTEM FLOW IN ACCORDANCE WITH WIRING DIAGRAMS, INSTRUCTIONS AND DIRECTIONS AND TAMPER SWITCHES AND THERMAL DETECTORS. MODULES SHALL BE PROVIDED TO US BY THE EQUIPMENT MANUFACTURER." INTERFACED TO PANEL MOUNTED ZONE AND SIGNAL CIRCUIT MODULES FOR PROPER OPERATION OF THE SUPERVISORY ALARM BELL. FLOW SWITCHES SHALL C. THE CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT AND WIRING TO BE FREE FROM ACTIVATE BUILDING SYSTEM. TAMPER SWITCHES SHALL ACTIVATE SYSTEM TROUBLE INHERENT MECHANICAL AND ELECTRICAL DEFECTS FOR A PERIOD OF ONE YEAR FROM TITLE: ONLY. THE DATE OF FINAL ACCEPTANCE. 4. THE CONTROL CABINET DOOR SHALL BE OF DEAD-FRONT CONSTRUCTION WITH D. THE EQUIPMENT MANUFACTURER SHALL PROVIDE BUILDING OWNER WITH A FORMAL TRANSPARENT DOOR PANEL TO ALLOW FOR FULL VIEWING OF ALL CONTROL PANEL WRITTEN EQUIPMENT GUARANTEE UPON COMPLETION OF THE INSTALLATION AND MODULE LIGHTS AND SWITCHES BUT PROTECT THE CONTROL FROM UNAUTHORIZED TESTING OF SYSTEM. THE GUARANTEE PERIOD SHALL BEGIN ON THE DAY OF ACCESS. ACCEPTANCE OF THE SYSTEM BY OWNER'S REPRESENTATIVE. SPECIFICATIONS 5. PROVIDE STANDBY BATTERY SET FOR INSTALLATION WITHIN THE CONTROL PANEL. BATTERIES SHALL BE OF THE AMPERE HOUR CAPACITY TO OPERATE E. THE EQUIPMENT MANUFACTURER SHALL MAINTAIN A FULL-TIME SERVICE AND PARTS THE SYSTEM FOR UP TO 60 HOURS WITH A COMPLETE LOSS OF COMMERCIAL FACILITY, WITH SEVEN (7) DAYS PER WEEK, 24 HOURS PER DAY SERVICE POWER. AT THE END OF THE 60 HOUR POWER INTERRUPTION, THE BATTERIES AVAILABLE. SHALL HAVE SUFFICIENT CAPACITY TO OPERATE THE SYSTEM FOR 10 MINUTES UNDER AN ALARM CONDITION. BATTERY CHARGER SHALL BE LOCATED IN F. THE MANUFACTURER SHALL RESPOND TO EMERGENCY SERVICE CALL DURING THE CONTROL CABINET. PROVIDE STANDBY CALCULATION SHOWING TOTAL STANDBY ONE (1) YEAR GUARANTEE PERIOD, BOTH DURING AND AFTER NORMAL WORKING POWER NEEDED TO MEET SYSTEM REQUIREMENTS AS SPECIFIED. HOURS. THERE SHALL BE NO CHARGE INCURRED TO BUILDING OWNER'S FOR 6. PROVIDE SYSTEM LIGHTNING ARRESTOR AS APPROVED BY LOCAL FIRE SERVICE CALLS DUE TO EQUIPMENT FAILURE, INCLUDING EQUIPMENT REPLACEMENT, DATE ISSUED: DEPARTMENT. FOR CALLS RECEIVED AND RESPONDED TO. SERVICE CALLS RESULTING FROM ACTS 7. THE SYSTEM SHALL BE CAPABLE OF FIELD PROGRAMMING IN TWO MODES: OF VANDALISM OR ACTS OF NATURE, WHICH ARE BEYOND THE CONTROL OF BUILDING 06,13.2007 A. FRONT PANEL PROGRAMMED THROUGH THE USE OF THE ON-BOARD OWNER OR THE MANUFACTURER SHALL BE CONSIDERED A BILLABLE CALL. REVISIONS: 2-DIGIT DISPLAY AND THE USE OF THE PROGRAMMING SWITCHES ON THE SYSTEM CONTROL UNIT AND THE INDIVIDUAL INPUT AND OUTPUT CIRCUITS G. ALL SYSTEM COMPONENTS SHALL BE OF SAME MANUFACTURE. -- INCLUDING ZONES, NOTIFICATION APPLIANCE PROTECTED AND SHALL NOT REQUIRE THE USE OF AN ADDITIONAL PROGRAMMING APPLIANCE OR TOOL B. COMPUTER PROGRAMMED THROUGH THE USE OF AN FCP (FIELD PART 3 - EXECUTION CONFIGURATION PROGRAM) DEDICATED SOFTWARE PACKAGE. THE SYSTEM 3.01 INSTALLATION CONFIGURATION SHALL BE SAVED TO A 3 1/2" DISKETTE FOR EASY ACCESS AND FIELD PROGRAM MODIFICATION WITHOUT THE ADDITION OF A. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL IN ACCORDANCE WITH PROGRAMMING HARDWARE. A HARD-COPY OF THE FINAL SYSTEM MANUFACTURER'S INSTRUCTIONS ALL WIRING, CONDUIT, METALLIC RACEWAY AND CONFIGURATION SHOWING ALL INPUTS, OUTPUTS, DESCRIPTIONS, ADDRESSES, OUTLET BOXES REQUIRED FOR INSTALLATION OF A COMPLETE SYSTEM AS DESCRIBED PROGRAMMING MATRIXES, ETC. SHALL BE SUPPLIED TO BUILDING OWNER HEREIN AND SHOWN ON THE PLANS. MANUFACTURER'S LINE DRAWINGS SHALL BE AT NO EXTRA COST. SET UP FOR A SPECIFIC PROJECT. DRAW SRB 2.02 ACCESSORIES A. DOUBLE ACTION WITH MONITOR MODULE, LIFT FRONT TYPE MANUAL STATIONS SHALL PROJECT #: C-0015-06 BE FURNISHED AND INSTALLED WHERE SHOWN ON THE PLANS. THESE STATIONS SHALL HAVE TUMBLER TYPE KEY LOCKS KEYED ALIKE WITH THE MAIN CONTROL DRAWING NO.: PANEL AND OTHER EQUIPMENT CABINETS OF THE FIRE ALARM SYSTEM. 1. THE WORD "LOCAL" SHALL NOT APPEAR ON THESE STATIONS. BJEJR 2. PROVIDE SURFACE BACK BOXES WHERE REQUIRED. B. ANALOG PHOTOELECTRIC SMOKE DETECTORS WITH FOUR BUILT-IN SENSITIVITY Permit BuI1n1NG ENGINEERING RESOURCES, INC. SETTINGS SHALL BE FURNISHED AND INSTALLED WHERE SHOWN ON THE PLANS. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue E42 Set No.Easton,MA 02356 E.Providence,RI 02916 , Tel: (508)230-0260 Tel: (401)435-4602 06-13-07 Fax: (508)230-0265 Fax: (401)4354608 BER@BER-Engineering.com www.ber-engincering.com L