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HomeMy WebLinkAbout0230 OCEAN STREET (3) X7- CC .oizt DA) i 1 f Y 1 R - TERM' INAL ,k PROPOSED FERRY FOP HY LINE CRUISES 230 OCEAN STREET HYANNIS, MA EM ta D D D D B B B B 0 B B - ---------------------------------- ARCHITECTS `y��wE�ggcyiT \NORTH ELEVATION � PP BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC, 203 WILLOW STREET SUITE A YARMOUTHPORT,MA.02675 �p TEL (508)362-8382 FAX. (508)362-2828 ` � 3 No:T189 P'OHT, -raA CONSULTING STRUCTURAL ENGINEERS CONSULTING MECHANICAL & ELECTRICAL CONSULTING CIVIL ENGINEERS ALLEN & MAJOR ASSOCIATES, INC, & PLUMBING ENGINEERS SULLIVAN ENGINEERING, INC. 100 COMMERCE WAY,P.O.BOX 2118,WOBURN MA01888-0118 BUILDING ENGINEERING RESOURCES, INC. P.O.BOX.659 OSTERVILLE,MA.02655 ISSUED FOR PERMITTING � TEL. p81)935.6889 FAX. (781)935.2896. 28 MAW ST BUILDING 3A TEL. (508)428-3344 FAX. (508)428-3115NORTH EAS , * AUGUST 1 �, 2007 TEL.(5 8))230-0 600FAX. 02356A(08)230-0265 kbAAA e��QOQ UL FEjY C�� 0.7789 ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS Y , MA AB ANCHOR BOLT - _ HGT. HEIGHT .,NORTH ARROW TI COVER SHEET - ^ R A.F.F. ABOVE FIN15H FLOOR . N.M. 'HOLLOW METAL - SECTION INDICATOR - A0:1 PROJECT DATA DATA F G/ S ACT. ACOUSTIGAC'TILE INSUL. INSULATION LETTER IN TOP HALF OF CIRCLE A0.2 CODE SUMMARY/REVIEW SHEET :ALUM ALUMINUM INT. INTERIOR INDICATES THE SPECIFIC SECTION. CI.2 PROPOSED SITE IMPROVEMENTS AAS.I THE NUMBER AND LETTER IN THE LU ANOD ANODIZED JT. JOINT _ CL1 EXITING CONDITIONS SITE PREP. /�r� w m " BOTTOM HALF INDICATES THE DWG. @ AT - - LAG. LAG BOLT No. WHICH THE SECTION APPEARS LI LANDSCAPE PLAN (OMITTED THIS SET) ` L2 TERRACE PLAN AND DETAILS BSMT" BASEMENT LAM. LAMINATE - � - � �" A'S +"45.5 NEW SPOT ELEVATION BIT BITUMINOUS LAV.. LAVATORY - ALI FIRST.FLOOR PLAN - 0 BLK - BLOCK - - L. : LENGTH 45.5 E EXISTING ELEVATION AI.LI FI R5T FLOOR REFLECTED CEILING PLAN - U _ AI.2 SECOND FLOOR PLAN - -- ? LL BLKG BLOCKING MFR, MANUFACTURER 45 NEW.CONTOURS AI.2.1 FIRST FLOOR REFLECTED CEILING PLAN AI.3 ROOF PLAN t ROOF DETAILS w BOTT BOTTOM : M.O. MASONRY OPENING •1^-!45-. EX15TING CONTOUR A2.0 BUILDING ELEVATIONS LL 6 B.O.W BOTTOM OF WALL MAT. MATERIAL SECTIONS N_ LEVEL LINE OR WORKING POINT A2.1A3.0 BUILDING ELEVATIONS BM - BEAM MAX. MAXIMUM A3.1 BUILDINGLID NG SECTIONS Z - COLUMN COORDINATES 8 REFERENCE A4,0- WALL SECTIONS - p uj BLDG BUILDING MECH. MECHANICAL �• GRID LINES" - A4,1 WALL SECTIONS _ _ - Z�- - CPT CARPET - MIN. MINIMUM _ A5.0 ARCHITECTURAL DETAILS IOI ROOM NUMBER A7.0 PARTIAL PLANS t INTERIOR ELEVATIONS GSMT CASEMENT MTD. MOUNTED - A9.0 WINDOW SCHEDULE t WINDOW DETAIL �i= CK CAULK(ING) NO, NUMBER (D _ DOOR NUMBER A9.1 ROOM FINISH SCHEDULE t DOOR SCHEDULE d DOOR' O C) DETAIL m CLG CEILING. NOM. NOMINAL AN WINDOW TYPE Oa CLOS CLOSET N.I.C. NOT IN CONTRACT R>- -5 WALL TYPE 50.1 STRUCTURAL SCHEDULES,LEGEND - �� 0 COL COLUMN N.T.S. NOT TO SCALE d DRAWING INDEX - �� 2 " CONC CONCRETE O.C. ON.CENTER - 50.2 STRUCTURAL NOTES t SPECIFICATIONS 9 INTERIOR ELEVATION NUMBERS 50.3 STRUCTURAL NOTES t SPECIFICATIONS " CMU CONCRETE MASONRY UNIT OH, OVERHEAD O 51.0 FOUNDATION PLAN - B A6.1 g INDICATE ELEVATION NUMBER 8 52.1 FIRST FLOOR FRAMING PLAN -GONST CONSTRUCTION OPNG- OPENING LETTER INDICATES THE DRAWING 52.2 SECOND FLOOR FRAMING PLAN . CONT CONTINUOUS PNT. PAINT WHERE THE ELEVATIONS ARE. 52.3 ROOF FRAMING PLAN CJ CONTROL/CONSTR. JOINT PTD. PAINTED 7 LOCATED 53.1 FIRST FLOOR STUD LAYOUT"t BRACING PLAN . 53.2 SECOND FLOOR STUD LAYOUT t BRACING PLAN CTSK COUNTERSUNK PNL. PANEL. QI REVISION MARK 54.1 FOUNDATION DETAILS - DET- DETAIL PART. PARTITION - 54.2 FOUNDATION DETAILS54.3 FOUNDATION DETAILS - DIA DIAMETER PL. PLATE - - - S5,1 FRAMING DETAILS z - CONCRETE - PLAN OR SECTION 55.2 FRAMING DETAILS Lu - DIM DIMENSION PLAS. PLASTER 55.3 FRAMING DETAILS G DR DOOR P.LAM. PLASTIC LAMINATE G _ BRICK - PLANS OR SECTIONS 55.4 FRAMING DETAILS Lu H DP - DOUBLEHUNG PLBG. PLUMBING LJJ CONCRETE BLOCK PLANS OR Lu Lu DRWR DRAWER PLYWD PLYWOOD - SECTIONS PI,O LEGENDS d DIAGRAMS O PI.1 - FIRST FLOOR PLAN N Lv Q DWG(5) DRANING(S) P.T. PRESSURE TREATED - PLYWOOD - PI.2 SECOND FLOOR PLAN- OF DRINKING FOUNTAIN O.T. QUARRY TILE r ,,,✓,I FPI.O LEGENDS d.SCHEDULES - Z DW DISHWASHER. REO'D REQUIRED - �,P'✓p�f�4 STEEL, LARGE SCALE FPI:I FIRST FLOOR PLAN FP1.2 SECOND FLOOR PLAN J O \.J Q z EL ELEVATION REV. REVISIONS LL' ELEC ELECTRIC(AL) REF- REFIGERATOR. - - LLJ ROUGH LUMBER MO,1 LEGEND t SCHEDULES Q '"I', z - MI.O FIRST FLOOR PLAN - z _ ELEV. ELEVATOR R, RISER .. k ";� FINISH.LUMBER MI.I. SECOND FLOOR PLAN J O } EMER. EMERGENCY R.D. ROOF DRAIN M1.2 ATTIC PLAN 2 I -'INSULATION - RIGID - M ROOF PLAN EL, - EQ. - EQUAL RM. ROOM '" M2.2.0 DETAILS w EXIST EXISTING R.O. ROUGH OPENING INSULATION - BATT EI.O NOTES, SCHEDULES, LEGENDS N - - OR EXG. SECT. SECTION- xf,, E2.0 SITE PLAN } I� EARTH E3.0 FIRST FLOOR PLAN E.J. EXPANSION JOINT SGHED. SCHEDULE E3.1 SECOND FLOOR PLAN. 1 . Ro E3.2- ROOF PLAN Lu- EXP. EXPOSED SPEC, SPECIFICATIONS - COMPACT GRAVEL E4,0 DIAGRAMS L.L EXT. EXTERIOR SL. SIDELIGHT - - - FIN. FINISHED 5TD. STANDARD WELDED WIRE MESH F.A. FIRE ALARM 58P 5HELF8POLE PROPERTY LINE - F.B.O. FURNISHED BY OWNER" - STL. '5TEEL F.E. FIRE EXTINGUISHER _ 5USP. SUSPENDED - CENTER LINE - - FL. FLOOR(ING) THK. THICK - TIRE: 'FLUOR. FLUORESCENTS TBB. TOPBBOTTOM - 8 _ - FT. FOOT TBG TONGUE GROOVE PROJECT DATA FTG. FOOTING - T.O.F. TOP OF FOUNDATION _ - SHEET FND:. FOUNDATION T.O.W. TOP OF WALL ." FURR.. FURRED(ING) T. TREAD - _ _ - - t. DRAWINGSARE 7EMESENiA➢ONAL - SCHEDULE OF GAS TYP. TYPICAL ., ONLY DO NOT SCALE DRA`MNGS - DRAWINGS GALV. "GALVANIZED. UNFIN. UNFINISHED /�I-f -" G.C. GENERAL CONTRACTOR V.1.F. VERIFY IN FIELD MASS. ARCH. ACCESS BOARD - - ; GL. .GLASS/GLAZING VIN. VINYL DIMENSIONAL REQUIREMENTS AS APPLICABLE - - - DATE ISSUED: GR. GRADING '- VCT. VINYL COMPOSITION PULL SIDE LATCH SIDE 8.15.07 GWB_ GYPSUM BOARD TILE PULL SIDE PULL SIDE LATCH SIDE HIDED HARDBOARD" , VWC. VINYL WALL COVERING y e u• $ REVISIONS: H - _ - HOWD, HARDWOOD WC. WATER CLOSET HVAC." .HEATING, VENTILATING, 8 W. WIDE/WIDTH «-. c�ox...o.,..0 .... AIR CONDITIONING W/ WITH .,a,.,•,,,•,•,�, ".HDWR, HARDWARE- W/O WITHOUT PUS"SIDE 'SLIDE SIDE PUSSHH SIDE PUSH SIDE Ir - - - W.W.M. WELDED WIRE MESH WO. WOOD i DRAWN BY: TRS M. ,t,a .PROJECT#: Alt C-0012-06 DRAWING NO.: BUILDING CODE SUMMARY QpuLFFMG�JB`c� BUILDING CODE SUMMARY, LOCAL REGULATIONS GENERAL CODE, BARNSTABLE CH.240 ZONING nAssncHusETTs STATE BUILDING CODE, 780 CMR 6TH EDITION Q �j .PROJEC T: O MASSACHUSETTS STATE BUILDING CODE 780 CMR 6TH EDITION - HY-LINE CRUISES, FERRY TERMINAL AMENITIES.BUILDING U L PROJECT. - '- WY-LINE CRUISES, FERRY TERMINAL AMENITIES BUILDING - LOCATION: 2 230 OCEAN STREET No 7789 Z LOCATION: - - HYANNIS, MA - - 230 OCEAN STREET - ATitiMOMT}1F"OF'iT, HYANNIS, MA - GENERAL BUILDING INFORMATION; - - PROPOSED STRUCTURE 15 2 STORY, UNPROTECTED STEEL AND WOOD FRAME CONSTRUCTION WOOD GENERAL BUILDING INFORMATION: FRAMED ROOF., CONCRETE FOUNDATION WALL WITH CRAWL SPACE, AUTOMATIC FIRE SUPPRESSION PROPOSED STRUCTURE 15 2 STORY, UNPROTECTED STEEL AND WOOD FRAME CONSTRUCTION WOOD - - SYSTEM, FIRE DETECTION SYSTEM - FRAMED ROOF, CONCRETE FOUNDATION WALL WITH CRAWL SPACE, AUTOMATIC FIRE SUPPRESSION SYSTEM, FIRE DETECTION SYSTEM FIRST FLOOR '2,665 G.S.F. �� m SfrON DER _ - 1731 G 5 F m m TOTAL Ist. a Ind. - 4,3%G.5.F o� REGULATIONS AND STANDARDS: LOCAL ZONING BY-LAWS 0 Regulations and Standards: Massachusetts. State Building Code, 780 CMR, 6th. Edition o ITEM SECTION TABLE PAGE NO. REQUIREMENTS PROPOSED U LL REQUIREMENTS/ .ITEM SECTION TABLE PAGE NO. PROPOSED DESIGNATION Z USE REGULATIONS:ZONING DISTRICT 240.5 17-w HD HD w SITE PLAN 110.4 21 REQUIRED PROVIDED LL USE REGULATIONS:OVERLAY DISTRICT 240.5 17-I9 AP (ACQU. PROTECTION) AP (ACOU. PROTECTION) y(j Y WATER SUPPLY 111.4 21 REQUIRED PROVIDED m Z LOT SIZE 240-24.7 17-I9 20,000 50. FT. MIN. 29,435 50. FT. EXISTING GEOTECHNICAL EVALUATION 1804 1804.3 310/497 REQUIRED PROVIDED C2 LOT FRONTAGE 240-24.7 17-19 20' MINIMUM 360' EX15TING USE GROUP CLASSIFICATION 301/310/423/427 47/58/93/104 USE GROUP A3 USE GROUP A3 J w ¢a FRONT SETBACK 240-24.7 17-w 20, MINIMUM 20.1 PROPOSED CONSTRUCTION TYPE 603 121 56 5B O SIDE SETBACK 240-24.7 17-19 10' MINIMUM N/A HEIGHT LIMITATIONS so3 503 3/II4 2 ST 40 FEET 2 STORY, 25.5 FEET C AREA&BULK WITWIT'.5.5. m m REGULATIONS REAR SETBACK 240-24.7 17-I9 20' MINIMUM N/A AREA LIMITATIONS so3 503 3/14 8,925 GSF (A3) 3,57 GSF (B) 079 GSF �L� 5 2 2 ' (MAX.) 2.5 STORIES 25,5 FEET FIRE WALLS/PARTY WALLS 707 61/125 HR TENANT SEPARATION IHR TENANT SEPARATION BUILDING HEIGHT 240-24.7 7-I9 35 FIRE PROTECTION CONST.DOCS. 903.1.1 14-1/162 REQUIRED PROVIDED cc BUILDING COVERAGE 240-24.7 17-19 75% (MAX) 9x PROPOSED FIRE RES.RATING STRUCT.ELEMENTS 602.4 602 120 REQUIRED PROVIDED EXT.FIRE WALL RATING V.SEPARATION DIST. 705.2 705.2 126 10-I5 FEET, NOT REQUIRED N/A EXTERIOR WALL OPENINGS 703 703.5 127 N/A N/A OPENING PROTECTION RATINGS 716 716.1 13B REQUIRED PROVIDED SPRINKLERS/AUTOMATIC FIRE PROTECTION g04.2/919 I51/164 REQUIRED PROVIDED L�- FIRE PROTECTION SIGNALING SYSTEM 917 151 REQUIRED PROVIDED z PLUMBING CODE SUMMARY 248 CMR AND ARCHITECTURAL ACCESS BOARD 521 CMR MINIMUM NUMBER OF EXITS 1010 1010.2 177 2/ USE GROUP 3 (AB) 2 (B) LLI REQ'MTS.FOR BLDGS,W/1 EXIT 1010 1010.3 177/178 N/A N/A LU W PROJECT: U) ASSEMBLY WITHOUT FIXED NET USABLE S.F. - 3,350 S.F. LU HY-LINE CRUISES, FERRY TERMINAL AMENITIES BUILDING SEATING: UNCONCENTRATED O LLI C Q LOCATION: OCCUPANT LOAD: 1005 1005.1.2 176/177 (TABLES AND CHAIRS), 3,350 5.F./15 S.F. PER OCC. Ly U) H d f5 C/) 15 NET S.F. /OCCUPANT - 223 PEOPLE MAX. �- = z N � 230 OCEAN STREET Z U HYANNIS, MA - DETER!ACTUAL NUMBER' I FIXTURE FEMALE DETERMINED D THROUGH I FIXTURE MALE - J O L U W z GENERAL BUILDING INFORMATION: 1005.1.1 176/177 DESIGNED TOILET FIXTURE Q L.L I UNISEX RESTROOM z PROPOSED STRUCTURE IS 2 STORY, UNPROTECTED STEEL AND WOOD FRAME CONSTRUCTION WOOD - - COUNT (SEE: PLUMBING CODE z Z U Q FRAMED ROOF, CONCRETE FOUNDATION WALL WITH CRAWL SPACE, AUTOMATIC FIRE SUPPRESSION - SUMMARY) OGCU PANT LOAD SET E� 135 J_ O _ SYSTEM, FIRE DETECTION SYSTEM - 1 CEILING HEIGHT REQUIRMENTS 1204/3603 203/477 7'-6° MIN. GREATER THAN REQUIRED � �- O MASSACHUSETTS UNIFORM STATE PLUMBING CODE, 248 CMR - - 5T. FLOOR 174 250 FEET (w/ AF55) 25 FEET MAX. LJ.J REGULATIONS AND STANDARDS: MASSACHUSETTS ARCHITECTURAL ACCESS BOARD, 521 CMR LENGTH OF EXIT 1006.5 F- N ACCESS TRAVEL' reL loo6s 2 ND. FLOOR 174 250 FEET (w/ AF55) 72 FEET MAX. C CODE ITEM SECTION TABLE PAGE NO. REQUIREMENTS PROPOSED 00(, ESCAPE WINDOWS 3603.1 477 NOT REQUIRED PROPOSED AT 2ND FLOOR 10.10 1 147 TO 155 1/30 FEMALES LU 24B CMR FEMALES: I woMENs a v2 (uNlsex) MINIMUM EGRESS DOOR WIDTH loo9non l009.2 18s 32°, 36° Access DOORS ALL DOORS 36" tl PLUMBING WATER CLOSETS MALES: 10.10 1 147 TO 158 1/60 MALES I MENS 4 1/2 (UNISEX) MINIMUM CORRIDOR WIDTHS 1011 179 NOT <44' WIDE 60° WIDE LAVATORIES EACH SEX 10.10 1 157/I50 1/200 PERSONS 3 LAVATORIES EGRESS STAIRWAY&MIN.WIDTHS 1014.3 153 NOT< 44' WIDE 48" WIDE DRINKING FOUNTAINS 10.10 1 157/158 NOT REQUIRED I PROVIDED AT IST FLOOR STAIR TREADS COMMERCIAL 1014.6 184 7' MAX. RISER, 11' MIN TREAD T MAX. RISER, II' MIN TREAD SERVICE SINKS 10.10 1 57/158 NOT REQUIRED I PROVIDED AT IST FLOOR GUARDS&HANDRAIL,COMMERCIAL 1021/1022 %M6 34'-38° HAND, 42' GUARDS PROVIDED AS REQUIRED TITLE: DESIGN DEAD LOADS 1605 258 12 PSF + MAT'L CONC. LDS. 12 PSF + MAT'L CONC. LDS. "ACTUAL NUMBER' I FIXTURE FEMALE 1606 1606.1 PER TABLE 160G.1 - PER TABLE 1606.1 CODE DETERMINED THROUGH - FIXTURE MALE _ DESIGN LIVE LOADS 259 OCCUPANT LOAD: SECTION: PAGE NO.: DESIGNED TOILET FIXTURE I UNISEX RESTROOn SUMMARY/REVIEW (780 CMR; 6TH. EDITION) 1005.1.1 176/177 COUNT (SEE: PLUMBING CODE DESIGN WIND LOADS 1611 ,1611.4 271 ZONE 3, 21 PSF + SUCTION ZONE 3, 21 PSF + SUCTION SUMMARY) nrr'IPANT LOAD SET P 13S SHEET DESIGN SNOW LOADS 1610 1611.4 261 ZONE I, 25 LBS. PER. S.F. ZONE I, 25 LBS. PER. S.F. DESIGN SEISMIC LOADS 1612 278 0.12 G. 0.12 G. i ALLOWABLE STORY DRIFT 1612.5 1612.4.8 259 PER TABLE 1612.4.8 PER TABLE 1612.4.8 DESIGN CONCENTRATED LOADS 1613/1615 1613.1/1615.5 296/297 PER TABLES INDICATED PER TABLES INDICATED DATE ISSUED: 8.15.07 CHANGE OF USE 3404.3405 448/449 N/A N/A REVISIONS: - - - - VENTILATION 1205/3603 204/474 REQUIRED PROVIDED FENESTRATION 1301.9.3 1301.9.3 211 REQUIRED PROVIDED BUILDING ENERGY CONSERVATION 1304 221-223 REQUIRED PROVIDED WATERPROOFING/DAMPPROOFING 1813 316 REQUIRED PROVIDED GLASS&LOAD CAPABILITY 2403/3603 397/4B2 N/A N/A PERMISSIBLE STREET PROJECTIONS 3203 437 N/A N/A DRAWN BY: TRS GRADING 3604.1.3 1613.1 489 N/A N/A ' CHIMNEYS,FIREPLACES,STOVES 3610 599 N/A N/A PROJECT#: C-0012-06 CHIMNEY CRICKETS 3610.2 401 REQUIRED PROVIDED DRAWING NO.: EXHAUST SYSTEMS 3618 631 N/A N/A DUCTS - 3619 3619.1.1 633 N/A- N/A AO . 2 COMBUSTION AIR 3620 6 37 N/A N/A ZONING ISSUES SEE LOCAL ZONING BY-LAW ACCESSIBILRY SEE 521 CMR L k'S' STAMP: ZONES: r . 14D RB Area(min.)20.000 SF Area(m4+.)43 560 SF rrmtoyge(min)20' Fronts(anon) con(anti)no Wldih(min)1D0 Setbacks Setbacks: Front 20' Fronf 20' Side 10' Sfde 10' . Rear 20' Rear 20' OVERLAY DISTRICT: AP-Aquifer Protection District m C e B LOCATION MAP: a Stole-, 1-n 2000'.* b $„ ASSESSORS REF.: U k \ O Map 3%.Parcels 69. 7a&71-1 N FLOOD ZONE: Zone B&A9(CLIO) Community Pone/No. S /250001 0006 D Jily 2. 1992 e i Lewis Bay — xt ma r \ Cx OW F ` 3 r lr...� ` I�t \ +� m a eee°°' Al / l; LLI ce 10 _...,.._ s. Area Summary z a ` 4ZBMts to wn L4V asac,k, W J F (n X j W Q •( ern�..ad r _Y t+' �� �... rrr�.a..a. \ w i ✓�� `\ �e I LLU_ Q J (n (n O Q z Z R Q r PLLJtY LLI .� (.era e ��,,�',rue � 1 lm k,e p LWL- L L- / pptM'm - Dal h� laleaotiDl eke and 1° x" co/m:e d se"� TITLE: EXISTING rtaomo f am n W 1Ay �►OF CONDITIONS/ 1 m.r.rawrw.e+nuxsaoa,noaao +. �eewaed.en ,esx SITE PREP. � gar (PERMIT SET) s! SULUVA14 t� NO.29733 f� PLAN VIEW CIVIL DATE ISSUED: 7-31—D7 SCALE: 1- Q 20 f��ft� REVISIONS ST elm as xa D to zo 40 eb Q� J O . . Reduced DRAWN BY: goo `' 1.) The Property line intwmation mown was LEGEND: Copy canplled from available retard hfd otion PROJECT ji: y 97024 (D Sewer Manhole - ® Water Monhol 2.)from am 7 Met ound s on ros obtained p Misc MoMde ground surrey perfovmed on DRAWING NO.: Pr between 22/SEPrz and 25/SEP7/03. a Catch Basin Note; Lot D5&portion of Lot D4 updated 0 Water Gate(round) a between 14sed is and 29,. 06. d � w • w .I) The datum used e;NGVD 29,a fixed S PK nail sea level datum. - 4.) This plan is only glid.rfb an oriV al C 4 UtBity Pole stomp and sig ortwe. STAMP. ZONES: - 14D RB _ Are"(min.)20.000 SF Are"(mh.)43.560 Sr - li Franloyye(mh)20' fronta9�(mh)20' -- Width(mh)n0 Width(mh)100 SetbU, Setbocks: k.• t...:_ . Front 20 Front 20• , y� Side 10' Side 10' Rear 20' Rear 20' a OVERLAY DISTRICT: AP-Aqu;fc Protect;on District •(' V/rQ e b� LOCATION MAP: ca ASSESSORS REF.: U C - Map 326.Parcels 69. 70.&71-1 n*`. \ i FLOOD ZONE: 40 / \ Coo Amrt+ it yPonEeIL No, 2 f ,p i 8250001 ows D C n 4 E July 2. 1992 �no M1 ° Lewis Bay o� \ =.x a - / N 47a8 n x..r rm ea p .... p{r ,. Z $ � Z W ...» o... .ter Area Summary to 4zeaats W won U+e asetAe \\1 WIDL W �— 21 ll o V) X W Q W •► ..... — to � ,.,, f' 4 �_- � p � - v Hl"''°.�,rrr 1.►> "i tar �s t l�.��4'. - U Q U) ... 'w givrri sw Rap—d 2-Slr O a^frm Z rwanrja�lmwae+7�.^ .r.... g ---- - W Z Q Q�w F o _ 1, adA z z - Ro Q o _ J Of W W >- 5. �,. Set W�....... ,,� W � ail^+ BRO W o Lj- LL_ ('00 nno ----- ►as tr za i"' +t e TITLE: \ o -' - •_ _ imoyppt aria as co/dn me tad^o ) . W PROPOSED OF l� SITE `r°r °"�+a aki z`�""a , I nooezan rrox raw w� IMPROVEMENTS tort n.w,.d aw dw fro comam.0y-va«r rbzaao0r 11aaGD tP Mq,er+s.e�n a.+eez .x mom. -+ao oaerd 7n•/xma� - - (PERMIT SET) 4 PLAN VIEW �b�k e' I�"�,�N SCALE: 1' = 20' 111®.29733 IMLAINA(IL+F+ELEVATIONS - /� / - 20 0 i0 20 40 60 -m+ vn, me - °"""• W DATE ISSUED: ca o e �j3� 7-31-07 / ��� REVISIONS Id7B ad a naa..r+asxrrew TYPICAL 1Y O €� �� ` Reduced IIe<riwi DRAWN BY: � LEGEND: a 1.)Th.property the lol. etion snfo, of sPROJECT Comp Bed from oradoble record hrormoticn. �®. 2) ine l000graDnichrma 9 7024 m Sew Manhole peformdon DRAWING NO.: and 25/SEPT/0Well.Manhole betw 22/ Pr%. No}� Lot D5&portion of Lot D4 moped o Misc Manhole PAYEMEIVT DET.AQ. PROPOSED or between 141A&106 and 31/.UL Or- ^ ^ • ® catch eosin CB- 5 (v I L wrmlirw CROSSWALK - �•.,••�_ _,- � 3) The datum usrd is HGVD 79. o fixed mean ® Water Got.(rand) y Cla-I Ks+rS b sea level dbfum, -•.') a PK nail Y.rra>d. O Utility Pale - N4rr Sde 4.) This pan is valid with on orighal . stamp and signat".j ure. g D ARC p�VL FF 'S'?� cr 1u , 0.7789 • y POfiT 6" THK. STAMPED CONCRETE 36° VERTICAL CABLE w/6x6 VIO W.W.M. - OVER 6" RAILING SYSTEM - - �� COMPACTED GRAVEL - _ - 2 - - FINISH ELEVATION VARIES • "PATHWAY MARKER' TYPE - LOW LEVEL BOLLARD LIGHT - - - �.2 - MASONRY LANDSCAPE .. (SEE ELECTRICAL) - - .. VARIES - r PAVERS - SET IN - 20" WIDE BLUE STONE CAP - - FOUNDATION WALL m m 1 1/2" SAND BED OVER - ELEVATION TO REMAIN - 6°COMPACTED GRAVEL - JT.. CONSTANT, TOP OF G.I.P. WALL - - VENTING FLOOD LOUVER VENT R.O. VENT n n FINISH EL EV. VARIES FILLER ELEVATION - 10'-2" SEE SPECS. 32.1/2° 32 1/2" h FIRST FLOOR ___ - _ _ _CONCRETE RETAINING WALLS _ Q V :la-o2• TO BE PARGED CEMENT P ALL _ U r EXPOSED LOCATIONS - u GRANITE CURB - SEE.CIVIL ELEVATION - SEE CIVIL I_I-11 k�IriFL1l c.-:13 w - '__ r,- r= . -1 U - III p F Y r rq "—M., o _ DROP TOP OF WALL 1 I/2" Z � s,�,LL�.`J"sy _ 2" TO RECEIVE METAL GRATE N . I Zrr'aiu. {6.Iry o� H3. L _ n POURED IN PLACE-15" CONCRETE y Z W Fj i RETAINING-WALL w/ FOOTING �— 'i PROVIDE NEW I I/2" BIT. CONC_ TOP " _ � (SEE STRUCTURAL) COURSE OVER I/2" BINDER COURSE - - rUi. r" ON 12'GRAVEL BASE COURSE AT d GALV. METAL GRATE - - m a ~ u I s E TEa E --- i -yl'- --- AFFECTED OR LOCATIONS - - m}' PAINTED R To euaolwc g VARIES - ■E� 5 - SET TOP OF WALL 32' �B TERRACE 8 RETAINING WALL DETAIL _ - --T v2..r_a. @FLOOD VENT AREA WELL PLAN ABOVE ADJACENT FINISH GRADE SLOPE WALK TO 12° DIA..x 46° DEEP - - Z TONE CAP ON CONCRETE BLUE S SLOPED GRANITE EXISTING BIT. CONC, CONC. PIERS AT SIGN RETAINING WALLS - CONCRETE - w ` CURBING + DRIVE - _ /� ^ 'r n FINISH TYP. - - LANE C J WALLS TO BE PARGED CEMENT/SAND ♦ - _ _ _ _ Lu EXISTING NY-LINE SIGN b° THK. CONCRTE WALK - A6 / Cn w TO BE REMOVED AND - A RE-INSTALLED srl COLORED STAMP-CRETE WITH ss O L-L-I `l BOARDWALK PATTERN 40'-6" CB3- RA15EDSTAMP CRETE CROSSWALK = N G .� 7.25 F - - TOP OF CIP WALL 10'-V LIGHT 3OLLARD Ly CBI b'-O" — — - SEE E EC. DWG5. — U --- - - --- -- - - - - ---- - ---- - - - - -- ---- o BIT. CONC- SLOPED FROM z Q O O O O O O O N WALK ON TO DRIVE Q ��- z U z HUI 10'-b" 9.85 7.85 I 9 85 2W-0 RAMP DOWN 1:12 7.85 7.50 r 8.00 9.00 ; I 9.85 10.00. v z I I k 27 2" i III L. In o CV U V _ 5.5. MET�L Ell STOP - --.--- O O FIN. ELF% 1 w s Lv BELOW O O lO) O w ♦ N. TOP OF GIP WALL 10'2" - - -BLUE STONE LL 5.5. METAL EDGE STOP p( - 7.85 .STAIR TREADS ♦ 1/4" BELOW FIN. ELEV. Q - - w MAX. 7" RISER SLOPE SLOPE SLOPE SLOPE v 9.85 "1 J - FACE OF RETAING WALL CB41-� TO ALIGN WITH FACE OF / SEE CIVIL FOUNDATION WALL ♦ " nnE: ♦ / O O 1.5,3 a BIT. GONG. SLOPED FROM DN TO DRIVE FIRST TERRACE PLAN / 10.15 - - W ALIGN ON WRISER_ AND DETAILS 8.20 / - _- - PAVERS BLUE ONTOP OFE CAP F ALL W9'Hll° — 'o. - 10'-O" lO.5 FA E OF RETAINING FACE ALL DATE ISSUED: x OF FOUNDATION WALL 8.15.07 REVISIONS: 5PI I CONTRACTOR TO COORDINATE RE-STRIPING OF CRO5SWALK - WITH TOWN V _ PAVERS UP FLOOD VENT. AREA WELL I I PROPOSED HY-LINE TERI ANAL X' DRAWN BY: TRS I' NEW AMENITIES BUILDING --s 'I. t4,378 G.S.F - - - --z PROJECT#: TERRACE CE PLAN L ^ r`I F.F. ELEVATION: 10'-2" (10.17') � � C-0012-06 0 L I' SCALE:I,II//41"=1'L-0"I /-HIV -- ----a 4/ DRAWING NO.: L I IV IIO-11=11b/I '3�'d�S :'ON 9NIMVd(3 90 L L00 0 :#103rOdd j Tj Y i ub-,bl ,915-,II 3A09V d00?1 a3H5 p 3izsns017N3. 1MV217 o ZI31003 37N3d m 01 NMOQ 'd344V1 " N o :SNOISIA321 — t LOSL'9 L•L — ---' Onls 90 39vJ - - C'7'I' ) 1NVN31 a3nssl3lVa A9 030IAOTJ9 N VN31 - w u ?J3100 ?JO12131X3 3nnSolJN3 i- A9 a301 oa9 .ABBOT N31007 NOJ ,ltlM 31007 ?JOT 31X3 I I D o $1\\ 3Z)VVJ3S MIb7S• ..O 30IS 3nN11NOJ ( - — dnvd co ,,0 1 L=J7/L w -- —— N T � Mdld dllya. 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EO. I I D rn I mn > ----------- -- ' O F o 77 - j r .- D I W . m =TOE I II f ° I I N � o f mI�I'III jl Nay I I I VV I m N ci A 3. Z. - m cC m l/ 8 j m 101 z I s r—— j z s o m m p p i-- N a T m L z to O F. m lid �� I I . O I l I I N N ( O A 7'-4"CLEAR O I I I I a m OO N . m = Ts ® o II I gz I mD mp >Z mz Zy zA IOm <O I .Nj n n Inn 1 - A D T � r ° o N I II I 00 N —� I I J b = I— — — — — — — —I z m O • 10'_2• 1T_0" %13' 3)'q' I .. - 40-5° 86 - 1 o RIC,ye9Fr3,/ o N N m FERRY TERMINAL IMPROVEMENTS f I o n J m BROWN LINDQUIST FENUCCIO& § err--p zZ a 0 FOR ���� ARCHITECTS,INC. S' � 70 —J u o 203 HY-LINE CRUISES YARMO OW3iLMA REA D PH WB-362 A/// YARMOl1fHPORT,MA 02675 r»' ..a.m FAX 508-362-2 O A N m o z o 230 OCEAN STREET 0 HYANNIS, MA r ' J V O No.7789 Y POiiT, /�7 m .98 GENERAL NOTES O a U 1- SEE ELECTRIC POWER PLATYS FOR LOCATIONS U LL OF FIRE ALARM SYSTEM COMPONENTS. z � w B LL 2- GEN. CONTRACTOR TO COORDINATE LOCATION U e OF ALL CEILING FIXTURES, EQUIP, ETC.... AS REQUIRED 3- ALL TRADES SHALL SEE ROOM FINISH z U Q SCHEDULE FOR FINISH a RATING REQUIREMENTS. z w A- ALL FIXTURES, DIFFUSERS. ALARMS. EXIT SIGNS, SPRINKLER HEADS, ETC. SHALL BE LOCATED ONIy CENTERLINE OF SPACES OR DESIGN ELEMENTS TO m c 0 GREATEST EXTENT POSSIBLE.. 5- ALL OF THE ABOVE SHALL BE CENTERED IN THE j- —,— — — —.— — — - NB 0 2X2 LAY-IN CEILING TILES AT COMMON AREAS - \ - - ■EB LEGEND z i w WALL MOUNTED FIXTURE W1 F— (SEE ELECTRIC LIGHTING PLANS)' - - RooF SOFFIT- - Lu cn uj O RECESSED LIGHTING — — — — — -- — — — — — — — — — — — — — — — — — — , ( � w Q (SEE ELECTRIC LIGHTING PLANS) UNFINISHED FUTURE HY-UNE TRAININGROOM O / �-( PENDANT LIGHT FIXTURE - I _ )..( (SEE ELECTRIC LIGHTING PLANS) I I - f ATTIC ACCESS •IM�NE._ O. I Q 0 W w z COVEREFLUORESCENT LIGHTING I L — J 3x31 RRQ FDEE-CK� I Z z o Q (SEE ELECTRIC LIGHTING PLANS' C = O TYPE "X" 5/8" GYPSUM BOARD F- I cy) t:::I :I CN CEILING - FIRE TAPE ALL JOINTS I I C s ELEVATOR SHAFT .. "V" BOARD TBG SOFFIT IDMRIOR PUBLIC STAIR I WLL PUBLIC " 2'x2' ACOUSTIC TILE CEILING 8 \ Q ELEVATOR GREESS TENANTS", I .. STAR SUSPENDED CEILING \ O HUL..... . \ - - ^ .. . .. TITLE: ER \ .. .- .. .. / ESR7M .. R ATT .. O O 3 x31G A F — — — - SECOND FLOOR CCE55 �. REFLECTED EGRESS .CLOSET .. - STAIR o o CE/4"= PLAN I I • I MECTuwCAL . I • r - - - DATE ISSUED: 8.15.07 — — — — — — — - - REVISIONS: — — — — — — — — - — — — —c� ROO F SOFFIT - - - DRAWN BY: TRS - - - PROJECT#: - C-0012.06 DRAWING NO.: - SECOND FLOOR REFLECTED CEILING PLAN Al 2 . 1 SCALE: 1/4"=I'-0" VD F- U O A Q 3} N .7789 YAFW POW, MA ------ V GAP FOR ,/ /• - - - I r---- �. VENTILATION t. ------ CONT. RIDGE VENT(5HINGLE VENT BY AIR VENT INC.) ROOF SHINGLES ON ROOF.FELT U�•. FR _ 'I �� I f - ?. B:12 I I - Z D5 - _ - - - - DS SEE CIVIL DWG5. FOR _ LL DN. SPOU Z T PIPING 8 N DRAIN CONNECTIONS PLYWOOD OOF SHEAT G ON - _ - ROO TRUSSES - - - / \ A3.1 A3.1 A3.0 A3.0. - O U ATYPICAL RIDGE DETAIL 0 SCALE:1 li]' I:_0. z 05 ROOF SHINGLES ON ROOF FELT - LOWER ROOF EDGE PUBLIC ROOF 36" ICE 6 WATER SHIELD / / r -. ���\ `\ \\ - DECK BELOW ROOF SHEATHING ON 2x10-OUTRIGG R5 �// / / /. / /- 612 - {�\` \ \ �\\\ \ \\ ROOF RAFTERS @I2 O C. /r//l'�^ ri ,/ �� \\ �. ;\ \\\_ - DS - DS i// ,i i,^ r, �' \\ - � LAnINATED ARCHITECTURAL CONT. ALUM. .. .... .. i �/ - ' �\ \\\\ ROOFSHINGLE - z DRIP EDGE - DS r c/ i, r"s�- /i �� \\\L\ry-\� \\ WHITE ./ / ,i? / i \\ e \\. �. \' - - - - - COLOR: "WEATHERED WOOD' 2 . Ix5 PVC DRIP BOARD ON [ CAU - I I I r/C /. t�\ - ``\� \\ \ \ -.{I - - - - -. - W .Ixl2 PVC RAKE BOARD _ 11 `II!I I I I t m y /i �T `.\ \\ �\�`�`` I lB:12 IDS - DS W ►--- WOOD BLOCKING I1.'.I .11 /l, <, ri...� �t\\ .� tI (��41; .il. > Cn L11 UPPER ROOF EDGE - '�1 .•.' `i.111J`;�I iIl - 1. _ _ _ _ __ W - _ Ixl2 PVC.SOFFIT % j II I1, 1' .i :.I _ t L'i ! •' ._. _ _ _ __ O I �. I.i I :. I i I <.��'I� �;,�' �' I i 'I!.-ri ..:III. i j I ;I i i, ,.- .----..:- - ---'-- -- ^-- - � •^ �� - - - - - - - - 1.5 PVC SUBFRIEZE ( I - I� II� I-.'.-I.-.:I_�_'`'II.'.IIa_I��I�l'II!II IIt!tI{)I.I I I,l,)I I I-1I��,r.•.!.'In\.I:�'i}LII`I1�i�;����.I fl:�.\:,.,.:'��`_'_ �.,,%:;i;.„",1r I,„,LI,I,i�'i1v.,!,\.�:-I'I!I`IIt.I_IL�I!-II #I1��I r�1'',.'.�.� --___-_-- - __- z ON Ix4 WOOD NAILER 2 QLB 6 2 1 I -? I O WHITE CEDAR SHINGLES DPPDEL ED zz PRE-STAINED R6R O5x4°CONT 1/2' PLYWOOD SHEATHING— ALUM. GUTTER N- 7z_y U- II ON VAPOR BARRIERCD - 2x6'S END GABLE jj::FRAMING, TYP. �. . , _ __ - - - _ - r DOWNSPOUT, TYP. \ '- '.I - � N DS \� �\\\:\�\ \�...lL\\\pis _i....— V,i. '� _ - - ----_ -- _ - 2 -- -_ - -,..—r _ ______�- 3 TYPICAL BUILT-OUT RAKE DETAIL - \ \ •�\���\��\�'• ' --- • � Ii17 C 3 SCALE. I._0. w -CONT. RIDGE _ \\ \\ - - - /✓ II�IIl�i'I"'ill 4,it ENT TYP. -:(SHINGLE VENT -BY_AIR VENT INC) TITLE: 111 - _ \\\. \ II3III I��.II' 'I III iII• __ - - - __ __ - D5 \\ IDS I 1- 8:1 I1I!f 11 If IIII - ' a:I21 & 11�JYYJJI { I i I LIMITS R OF ICE 6 - CONT. ALUn, IELD - GUTTER ROOF DETAILS II IIIII"jllll il! I,ill:i 1. 1118121 'f.cl'.'• ___ - ___ _ _ WATE III.III IIIII III(((IIIII ' 1 (III _I III(III I��II.I _ DATE ISSUED: ll.I�IFIIILI,I{Il,fll,.;+i11111Ii IIIC��- ?III ii CIIH�G1a IItN1 :.il .;i i, DS` 8.15.07 g - - - LINE OF WALL BELOW DOWNSPOUT, TYP. REVISIONS: LOWER SHED ROOF ROOF PLAN SCALE: I/4"=1'-0" DRAWN BY: - TRS N PROJECT#: 0-0012-06 ®" .. DRAWING NO.: Al . 3 L .. 20' TALL VERTCAL WALL.. EFIED.ggC � � •.� �. .. . MOUNTED FLAG POLE fL - Ci LL c A No.7788 12 ._ 12 Ix5 DRIP BD. ON �8 .IxlO RAKE BD: � w;Ix4 SUBFRIEZE L r aQwq 6 ASPHALT VERTCAL L{ALl MOUN�fED I OPEN OPEN a a FLAG POLE, SHINGLES ALUM. GUTTERS 66 ON Ix8 FASCIA BO. - - — C— A' OHARDWARE 36"HIGH CABLE RAILING BOXED OUT BEAMZIx10 FRIEZE BD. - TYP. AND POST WC. SHINGLESSYSTEM W/ VERTICAL LIGHT BOLLARDw5" EXPOSUREBALUSTRADES SWING LE CORNER - - Z E, E WOVEN SHINGLE CORNER in 12 Z 8 Ix& WINDOW CASING w/ ' Ix8 HEAD CASING w/ FIRST FLOOR - 2x2 DRIP CAP — --- -- CAST IN PLACE CONCRETE '�� � A A A A A A A A - - RETAINING WALL - PARGED FINISH - SLOPING WALKWAY BEYOND - C B B B B Ix CENTER BD. - BLUE STONE WALL CAP . / / w/2x2 DRIP CAP GRANITE CURB \ - 7' TALL'w/ I' LATTICE PARTIAL NORTH ELEVATION CAP PVC FENCE SCREEN 3 i i FOR EXTERIOR COOLER - scgLe'vn•.I• 1-N— CONT. Ixl2 SKIRT BD. z w/2x2 DRIP CAP - - Lu LLJ • 1-----Z I.'. I I - - I I __ __ I I 1 III I I - - w ~ Li Li _ �. r�i—'t-I—, FLOOD VENT OFjENINGS - I — — — — — — - — - G /L z 0 LU L————————————— ———`——————————— — z i. I �)PREFABRICATED zC0A3p A3.1 A3I CUPOLA � } Q 1 WEST ELEVATION OCEAN STREET BY CAPE COD CUPOLA 2 � 2 SGALE�I/5'•1'-O' H G I MODEL tt48°OCT-P-G F--• N B _ A3.0 2 6 C W u- OVERHEAD COILVIA - - COUNTER DOORS W. - ASPHALT - SHINGLES ALUM. GUTTERS TITLE: . IIx10 FRIEZE BD. - TYP. 5 CEXPOSURES BUILDING CABLE RAILING SYSTEM W/ \ \ E Fr, \ EWOVEN SHINGLE CORNER VERTICAL BALUSTRADES- ELEVATIONS 42° HIGH (SEE SPEC.) Ixb WINDOW CASING w/ Ix8 HEAD CASING w/ - ` - — J2x2 DRIPCAP — - _ 2nd FLOOR ELEV. _ _ _ _ _ 22'-02" I DATE ISSUED: COMMON LOBBY CEILING g.15.07 A.F.F. VERTCAL CABLES TO MATCH RAILING D D D D Ix CENTER BD. - SYSTEM I I �I B B B B B B B w/2x2 DRIP CAP EXTERIOR STAIR TO ROOF DECK FIRST FLOOR .CONT. DRIP SKIRT BD. DRAWN Br. w/2x2 DRIP GAP - TRS PROJECT#I NORTH ELEVATIONI Ix10 PVC CORNER BOARDS I DRAWING NO,: , 7EITIO CUT THROUGH I PEDES RIAN WALK WAY. — I' . - � - A2 , 0 . r -- — I -------- ---------------- — ------------- ---- ---- -- _ ---- L- T r - -----'---'L_1-.----------------J-'L--- ---------J J L - s ED AR BUXKLEY LOUVER MODEL _ • AEDJ-401 SIZED FOR V (((AAA 5.0. FREE AREA I � .I ASPHALT 12 - 8 89 , 'SHINGLES - .. NO.77 Ix5 DRIP BD. ON 11.12 RAKE BD. /IxS 5UBFRIEZE •awl W.C. SHINGLES:. I I VERTCAL WALL,MOUNTED 5" EXPOSURE FLAG POLE p a . — .- - - - .. - - - - - - - - U N A3.1 Z W LL � ._ WOVEN SHINGLE CORNERD I ( F- �U � zu 3 2nd FLOOR ELEV. p Ux 22'-02" 6 12 m 3 g E� O s �EEEEE3FM COVERED SERVICE ■� AND STAIR.ENTRY ' ' - Ix10 CORNER BD. PVC SCREENING FOR - fl - - - EXTERIOR COOLER CONT. Ix12 SKIRT BD. GROUND FLOORwnx2 DRIP CAP 9 z _ _ _ w. .. - 10'_02" A - CONC. PAD FOR - w I,,•I•-i EXTERIOR'COOLER - Lu jJ VERTCAL CABLES BETWEE O u Lv Q EAST ELEVATION 1 BEAMS TO MATCH RAILING' / I I Y"I C ~ C — scn�e v4'-I-o•. — It — SYSTEM _ I—I — G C I U Q - I. I Ir -----------I—I— .-------- -----------�— -------A,..— LL w z fi z L UQ ___._-- -----------.D ----- G I- F--_---IJ - I G I O = PREFABRICATED CUPOLA - - A3,I A . AA3.I P A3.o A3.o L-J Ly �- CD BY CAPE COD CUPOLA I - T W = Cr) MODEL R48°OCT-P-G - - 12 I--' N B e _ W IL ASPHALT ELEVATOR VENT LOUVER - SHINGLES - BUCKLEY MODEL UEAL4-ES - 48°x12" ALUM. GUTTERS ON Ixe FA V IA_BD nnE: 1.10 FRIEZE BD. - TYP. s°`EXPHosuRES BUILDING (FIXED) (FIXED) M M ELI=NATIONS W. Ix6 WINDOWCASINGE E E E - Ix8 HEAD CASING - 2X2 DRIP CAP - SIDEWALL 12 L�ZONCENTRIC-NJ WOVEN SHINGLE CORNERS VENTS ON PVC BLOCKS - - - - - - DATE ISSUED: VERTCAL GABLES TO _ 8.15.07 .MATCH RAILING SYSTEM REVISIONS: HIGH AWNING WINDOWS A A A A Ix CENTER BD. w/2x2 DRIP CAP / Ix8 CORNERBOARDS EXTERIOR COOLER OI, BEYOND - BY OTHERS CONT. SKIRT BD. I ( I I i I - DRAWN BY: w/2x2 DRIP CAP TRS EXTERIOR COOLER - !.,r - ___ __ - PROJECT#: C-0012-06 - BEYOND - BY OTHERS PRIVACY FENCE ENCLOSURE AROUND EXTERIOR COOLER I � '__I =_ -' _I I. I� I� DRAWING NO.: I_ r� _ I F _ - 1J u ul I u Lam` d _ — _( — — — — - — JII� — - — _ - I FLOOD VENT OPEN NGS 444 I ------- ---------------- -- --------------- --- --- -- ---------- -i' -- ------- kh A2 . 1 —————————.————'————————————— —.——————————�————.———————————__—— —_—_L—— —.————————.—————————— — —— 1.T _ 5. . ( IY6J l7/J, Q 'I O P F ' UD PLYWOOD ROOF - ASPHALT ROOF SHINGLE ASPHALT ROOF SHINGLE. - T 5 @ 24 O. - Q 12 I. TRUSSES @ 24 O.C.I � ON I516 ROOF FELT '. � �' _ - ' ON ISIb.ROOF FELT 3/q" PLYWOOD ON R F 12 I" RUSSE G� I a8 I TYPICAL EAV I- IVO.IOJ 1 1 I BOX DETAIL I '. -.�. " I - �' " .BOX DETAILAL :'- .... Y RAta iOP OF PLATE L _ - w' _ TOP OF PLATE _' --- - _ -�ELEV.131'-0 "I I WOOD BEAM - 1x10 FRIEZE B OVER' - WOOD BEAM Ix6 RED CEDAR - -Ixe M ENC EZT AS V \\�� BEAS ENCLOSURE I I6 RED CEDAR T46 "V" BOARD "' T6G-"V" BOARD r W.C.SHINGLES - PVC WRAPED CABLE OEAM RAILIN LU 5" EXPOSURE - TYP. - - (3).2x8 YSTEM- TT I. .CABLE RAILI G _ - ( SYSTEM -.T P, S m PVC WRAPED - (3)2xB BEAM I COMPOSITE�CKING OVER I� SLEEPERSO ER LINE-X - U I, BUILT U.P WEATHER P FING TROUGH GUTTER _ SECOND FLOOR - _ - SECOND FLOOR - IEV 4'CURB AROUND - - V.122'-02"J - - - - LL DECK - ERTCA L CABLES - I DOWN SPOUT AT BACK BETWEEN BEAMS TO OF COLUMN FROM MATCH RAILING - z ROOF DECK' .. - .S SIDE.WALL PANELS AT 5/g"GEJb TYPE "X'ON h PVC WRAPED' SYSTEM COO ER ENCLOSURE - — ammi 5-0 Ix3 SIIfaAPPING I6" I POST BEYOND r k CO E THE FLAT E 0'C' -I I Ix6 RED CEDAR I Z= 1/2' PLTWD.BOTH I _ _ I. WEATTEIR'BEST TREADS, TCG,°V°BOARD. -SIDES- DETACHABLE _ - PVC f{IE RS ON P,T,STAIR I - _ - I I I _ FROM POSTS AND TOP STRING RS OVER LINE-X I I - III C c BEAn 6 POST FOR - -� f =ry WEATIhdR PROOFING I I - COOLER ACCESS p TENANT"B" APPLIBIp TO 3/4"PLTWD. I m TENANT"B" I DEB O x EXTERIOR COOLER ON 2xlC,SLOPED DECK .I - EXTERIOR COOLER ■� 50 HOLD WALL PANEL UP PROVIDED BY S STOR.CLOSET PAVERS AT -PROVIDED BY II - SVBFLOORLON�P.TD. i I HARDSCAPE TERRACE III OTHERS -OTHERS.. FROM SLAB 4° - FLOOL Fl O @ 16'O.C. ( I '■� FIRST FLOOR FIRST FLOOR I ELEV:(0-02") LEV.(70'-02") BLUE ST E - QQQ CRAWL SPACE - I I COMPOSTE DECK TREADS, PAVERS - CONCRETE COOLER. - CONCRETE PIERWITH PVC RISERS ON P.T. STAIR - SLAB - - - - BLUE STONE CAP - A WIDE EXTERIOR - STRINGERS OVER LINE-X E V2,5 AT EXTERIOR WEATHER PROOFING �E yl€�v'-pa'I -' COOLER SLABS. - ON 2xIO TO LOPED°-PLTWD. HEADER SET L_ 'J ON 2x10 SLOPED P.T. DECK ON FOUNDATION Z - _ STRUCTURE WALL I - LLu BUILDING SECTION " - BUILDING SECTION - I C 2. " G SCALEI I/4-1•_D.. B I O -�0 _ F SCAIEi V<'.I'_D' - Lu Lu c - f2fQ � C 4'-0" 15�_6" LD 4'_0" I. - - 4'-0" 15'_6" 15�_6u. 4'_0" fl. / J0U . - ' < ; BRECAIDOLA LL LU PREFABRICATED CUPOLA PE COO CUPOLA zB CAPE COD CUPOLA U MODEL U40"OCT-P-G MODEL e40"OCT-P-G ASPHALT ROOF SHINGLE II ASPHALT ROOF SHINGLE I I — I ON 151b ROOF FELT - - ON I51b ROOF FELT ~ 3/4'PLYWOOD ON ROOF 5/B' PLYWOOD ON - N RAFTER t ROOF.TRU55E5 1 - I N PREFABRICATED WOOD TRUSSES'. - 12 12 n�A�E w6 -4.0LLTYPICA - TYPICAL EAVE BOX DETAIL I — (R-30)GATT I BOX DETAIL - ( 30)BATT INSULATION IN ILLATION' iOP OF PLATE _ TOP OF PLATE ELEV. EIEV.l31'-0 'T `'�'GWB:TYPE"X'ON I (31'-0 "I - - 5/B•GWB:TYPE "X°ON 1 1,3 STRAPPING @ 16'O.C.J - I - Ix3 STRAPPING 0 16°O.C.__] - TITLE: ASPHALT ROOF SHINGLE - I F- CASEMENT - .. - - I ON ISIb ROOF FELT WINDOW. r � ,, ,... � CASEMENTWINDO� F t7 _ - UNFINISHED FUTURE. S/e°PLrwoOD ON - = m UNFINISHED FUTURE - ASPHALT ROOF _ 0 _ - A 2 ROOF RAFTERS AT ASPHALT ROOF - �' _ - - 3 SHINGLE ON 15m v w L7 - HY-LINE TRAINING ROOM — - I SHINGLE ON 15Lb ? °1 L7 HY-LINE TRAINING ROOM- BUILDING PEDESTRIAN PORTAL @ _ 4.0 m J ROOF FELT ROOF FELT i. V O.C. - _h T PLYWOOD O r W' - ( " - .3/,," PLYWOOD O t` .. / SECTIONS 2.6 @ 16"O.C. 12 = U Ix5 DRIP BD.ON 2.6 @ 16"O.C. •12 _ V3 ROOF RAFTER 3/q'T6G PLYW�D SILBFLOOR' r Ix 10 RAKE BD. ROOF RAFTER /q°.TQG PLYWOOD SILBFLOOR 8 ON TJI FLOOR J015T @ I6"O,C. w/Ix6 SUBFRIEZE I B I ON TJI FLOOR JOIST @ Ib"O.C. SECOND FLOOR I -+� 1 - SECOND FLOOR _ .122'-02'I - - - LEV.I22'.p2"1 Ix6 TIC V-BOARD i3O PI iE E 1V. �I�I.CIE ELF. -121 01%°) - .. TYPICAL EAVE �Iv-I I BOXED OUT .. I _ BOX DETAIL' STEEL BEAM t BEAM WOOD BEAM I ODD BEAM DATE ISSUED: - ENCLOSURE - - 4 I I - STEEL BEAM 4 BEAM I 8.15.07 AWNING WINDOW D� '(SEE STRUCTURAL DWG)' .. k .AWNING WINDOW I III WOOD COLUMN W/ _ AWNINGT WINDOW r p( `SEE STRUCTURAL SEE STRUCTURAL DWG) REVISIONS; H O J IO xl0'x9'-0"WEIGHT ° ALUMINUM CLAD, 2x2 DRIP CAP ON = p - I'('�DECORATIVE PVC .12 PVC CENTER l7 1.6 PVC CENTER I N H .. -. �_ - - I' iN ' BOARD - w — - ENCLOSURE BOARD W — KML BY ANDERSEN II Q = TENANT"A" ENTRTWAY 2x6 WALL STUDS @ 6- S TENANT"A" • -. lli 2.6 WAIL STUDS I@-_ �- C1 _ 16"O.C., TYPICAL 16"D.C., TYPICAL - EXTERIOR WALL W FIXED CASEMENT IIi BLUE STONE - Q .. WINDOW CAP , EXTERIOR WALL W CLOSED CELL SPRAY - - 2x2 DRIP CAP ON = CLOSED CELL SPRAT � ... III - - 2.2 DRIP CAP ONI = T. r ' PREP AREA APPLIED INSULATION @ Ist INSULATION @ Ist CONCRETE SLAB, III Ixl2 PVCSKIRT Ir12 PVC SKIRT FL.STSTEn w/ IN 3 -TtG PLYWOOD SVBFIOOR CONCRETE'SLAB G PLYWOOD SVBFLOOR VAPOR BAR w/INTEGRAL 'STAMPCRETE' II ARD 3/q"T< BOARD 1ST @ 16'O,C, °STAMPCRETE' ON P.T. FLOOR JOIST @ Ib' O.C. VAPOR BARRIER � ��WALKWAT ' WALKWAY - FIRST FLOOR DRAWN BY: VAPOR BARRIER FIRST FLOOR /q" - ' E . ffMj I10'-02"I - ON P.T. FLOOR JO - - .ELE ., .. 18° WIDE CIC CONCRETE TRS GRADE, - RETAINING WALL- .• I .VARIES T.Q.PAVEMENT PROJECT#P T-B'HEIGHT, ID' I .. - 7'-B"HEIGHTS 10" ' CRAWL SPACE I CRAWL SPACE C-OOT'2-06 THICK,CONCRETE - CRAWL SPACE CRAWL SPACE ELEV 7-00 6.6 P.T. POST , HALL'FOUNDATION—NCRETE DRAT AGE 6x6 P.T.,POST THICK,'CONCRETE DRAINAGE _ -.WAIL-FOUNDATIO SYS En �1 SYSTEM I _ DRAWING NO.:. TOP OF FILL - - _' TOP OF FILL - L I (R-ID)'D'RIGID (R- RIG D INSUL.a DAnPRPROOF NG - ! IN—a DAnPRCOF NG B O FOOTING - � - - �'B4O FOOPNG � � . A3 . 0 - LEv.I — BUILDING SECTION —' — - B SCALES V,'-L-D' L TAMP• rL 27 2" 1�101- RQy�r .. _ ONPIS bL RC,r, SHINGLE LT . • w - TYPICAL RACK---� w " PLYWOOD ON RC1JF�4 t ` . ,. DETAIL I �6 TRVSSES @ 24'O.C. Y No 891MA A T �T ° LAY ONFRAMING - '. END GABLE, TYP. TYPICAL EAVE C t .. .I I , BOX DETAIL - TOP OF .. .. m n 01 _ 2.4 ON EDGE BELOW RA rl FTER . _..: ? w - ELEVATOR& $' - ..2xb ZWL BLOCKING 2x.10 RAFTERS @ STAIR STAIR HALL DOWN TO BEAN r Ib'.P.C. - - TYPICAL EAVE ' BOX DETAIL w _ SECOND FLOOR - -• ' Z� - ELEV,($' P2Z20 1 a - �x6 TQG L.D�NALE ELEV. V-BOARD Rt'.t%'I �- t _----- ---- WOOD BEAI-I. ..... ........ - TYPICAL EXTERIOR - m C 4 ` '} - .O 11 II I�WOOD POST IN - WALL x TRANSOM N a it II WOOD BEAM' FOREGROUND O IN FOREGROWND O �� Ili _ w rl COMMON "dr� WOMEN$ ' STAIR RESTROOM.16 j IY LOBBY - it I " STAIR EGRESS - - - ENTRY DOOR - .il.lei I. 'CONRETE DOOR W - J RE TAINNG WALL U . ______ _______ _ _ - � � CONC. PAVERS _� - ND - - FIRSTFLOOR -__ ____ _ -- w/SINE CAP - - FIRST FLOOR I . ' I I i IN FOREGROUND LEV. _______ ELE�V.Ifp,-02•J - - FT V-B°HEIGHT, to. _ w ' THICK; CONCRETE CRAWL SECTION - WALL FOUNDATION CRAWL SPACE - - .T. STEPSP.T. POST DRAINAGE - _ - G SCaLE /4•.I'-D• .TOP Of FILL SYSTEM w LLu cn O Cn UI IN ION E B LD G SECT ' BOO,FOOTING SCALE.1/d'.I'-D' 2 Ly /C, z N 1.1 �. i 5 Q6 Q7 z LL z O } 13,_7„ .IB,_7° '7,_B" B,_7,� � � _ 13,_7" 13,_7,r _ � } ASPHALT ROOF SHINGLE �I �� .. I �w-- = N A KIb ROOF FELT w ASPHALT ROOF SHINGLE p _ �, O � ON 1516 ROOF.FELT O D � wl w PLYINOOD:ON ROOF 3/4"PLYWOOD ON ROOF -12 g 7 I TRUSSES @ 24"O.C.TRUSSES @ 24'O.C. - _ _ 47 TYPICAL EAVE - I I I TYPICAL EAVE BOX DETAIL - TYPICAL EAVE' - - BOX DETAIL I - 'TYPICAL EAVE, I I EfOX:DETAIL I - 'BOX DETAIL TOP OF PL4E l _ - - TOP OF PLATE I_ _ _ - TITLE: -- - „ , I. - I - - E 31-0 LEV ELEV,(31 0 I I /�I WOOD-B AM - WOOD BEAM I E I � .. I. I^ F CASEMENT W NDOW I " i� ECHANICAL STAIR 'MECHANICAL w TErvwvr°e°. _ 9 BUILDING .. HALL - -PUBLIC 4.1 - _ .PUBLIC I I 4.1 - SECTIONS v DECK 8 i \ m z DECK g \ i� 41 2xb WALL STUDS @ C1 4.1'� .. 2x6 WALL STUDS @ -.. �.. ., +1 - Ib°O,C., TYPICAL U - . w ,Ib"O.C., TYPICAL w 6 � \, I- EXTERIOR WALL SECOND F R - SECOND FLOOR V.(22'-02°I +.- I - .DATE ISSUED: T.O.a EL �i.0 HATE ELEV :b I. 8.15,07 .. WOOD BEAM, WOOD BEAM;. I - TYPICAL EXTERIOR FLUSH I FLUSH - REVISIONS: WALL TEN I T°B° ELEVATOR ELEV OR COVER4D I I 2xb WALL STUDS @ U O o IOVER$D VES BT MACHINE S B ERRA E I - 16'.O.C., TYPICAL _ TENANT°B" I I 7 ROOM l'AREA !I I EXTERIOR WALL �PORC i SERVICE DOOR I ( • I :I III - X CLOSED'CELL,SPRl4Y I ii '4.1 -- CLOSED CELL SPRAY b'CONC. APPLIED INSULATIpN @ APPLIED INSULATION @ Ist FL SYSTEM w/IN EGR CONC..WALKWAY FL.SYSTEM w/ INTEGRAL DRAWN BY: FIRST FLOOR I SLAB .VAPOR,BARRIER' I - FIRST I VAPOR BARRIER I I - TRS ., ay.I -02°I - .; .. - - LEV.(I0.0T) PROJECT#: T-e"HEIGHT, to. J ELEV PIT °, CRAWL SPACE T'-e' HEIGHT, Io°I� — J ° I DRAWING NO,: C -0012 06 THICK, CONCRETE b'CONC. - 11. THICK, CONCRETE CRAWL SPACE CRAWL SPACE WALL FOUNDATION SLgg WALL FOUNDATION. x6 P.T. POST I. I DRAINAGE I I. SYSTEM TOP OF FILL _ _ �'�— _ - ,ATOP OF FILL S.pp°1 ,w)wy a c I. L-J TNasuDi�oanvaaoF N6 L_-J 3 . ■_ A l -ELEV.( NSUL DAnFRODFING - -8'-O" HEIHT, 12° _ n - . THICK, COGNCRETE - - B4O,FOOTING WALL FOUNDATION . — -- — -ELEVATOR SHAFT BUILDING SECTION '�eo Foonrvo - D BUILDING SECTION" L_ FOUNDATION C.. SCALES /4'-I'-O' �tLE.(IVpQ1SCALE.I/4'.I'_O• r 12 - ASPHALT ROOF SHINGLE STAM.. ON 151b ROOF FELT 3/4"PLYWOOD ON ROOF DC TRUSSES. `OQPU L FE� TOP OF PLATE - - - - ELEV. (31'-0 .. TYP. EAVE BOX DETAIL No.T789 YARMOU THPO6rT MA DOUBLE HUNG PICTURE WINDOW - dS - U CASEMENT . WINDOW - _ Z) U - ALUM. FLASHING, - OPEN TIMBER ROOF `_ ! m Z I TYP. TRUSSES AT vi TYPICAL EXTERIORL�F_ R / LAY ON FRAMING 2X6'S END GABLE PEDESTRIAN PORTAL_ - Z !/ a WALL DETAIL -... - FRAMING, TYP. @ 24".O.G. FW- E7 ASPHALT ROOF SHINGLE ON - - - ASPHALT ROOF SHINGLE ON III - - .ISIb ROOF FELT ` - 151b ROOF.FELT rL U TYPICAL EXTERIOR TYPICAL EXTERIOR �7 3/4' PLYWOOD ON 2.6 @ 16" WALL DETAIL WALL DETAIL 3/4' PLYWOOD ON 2.6 @ 16" O C,-ROOF RAFTER 12 O.C. ROOF RAFTER- '�� S 8� " PLYWOOD 3 PLYWOOD �� E (R-30) BATT INSULATION �4 - - /4" (R-30) BATT INSULATION, ■E� cQ. SUBFLOOR ON - SUBFLOOR ON �B FLOOR JOISTFLOOR J015T@ I6" O.C.. @ Ib" O.C.SECONDFLOOR _ SECONDFELEV (22 _ _ _ _ ELEV. (2T-02")TYP. EAVE BOX DETAIL EAVE BOX DETAIL, TYPICAL POFOPEV21-1�5) - - EV (21'-I�gFLUSH BEAM WOOD BEAM, FLUSH r - DOD BEAM; FN-- - FLUSH z .. W WINDOW HEADER STEEL.BEAM, GIRDER: STEEL BEAM, GIRDER WINDOW HEADER - DOOR HEADER W LL IN BEAM ENCLOSURE IN BEAM ENCLOSURE - ! _ (n w STEEL BEAM t BEAM - - O (w Lv Q - 5/8" GWB TYPE "X" ON Ix3 5/6" GWB TYPE-"X" ON Ix3 ENCLOSURE - - WOOD BEAM - STRAPPING @ 16" O.C. STRAPPING @ 16" O.C. - CC I I - - 4 RECESSED LIGHT G AWNING WINDOW _ z , . - - TRANSOM FIXTURE — � U. - - -' - AWNING WINDOW - - - _ J O w w L z LL Z U z WINDOW HEADER 2x2 DRIP CAP ON Ixb - - C—C J O 2,2 DRIP CAP ON Ixb PVC - ., - PVC CENTER BOARD ,. 0 CENTER.BOARD. - - - - Q - w = C� UJ cy LL C . WHITE CEDAR SHINGLE lL .SIDING ON WRAPAPER w - - LL 1/2' PLYWOOD SHEATING - - - - - C5 - TYPICAL ON VAPOR BARRIER 1 t 1 EXTERIOR 6 - - PICTURE WONDOW - ENTRY DOOR - - - WALL DETAIL - (R-13) BATT INSULATION 5/6'. GWB. TYPE "X" _ TITLE: PAINTED - _ 2.6 WALL STUDS @ 16" O.C., TYPICAL EXTERIOR WALL - - x PVC LEIP CAP ON NTER BOARD - - - .. WALL TYPICAL EXTERIOR - SECTION .. °. ..:•.. WALL DETAIL WHITE CEDAR 5HINGLE - SECTION - SIDING ON.WRAPAPER ^` 2.2 DRIP CAP ON 1.12 PVC 3/4" PLYWOOD 565FLDOR ON : - 3/4" PLYWOOD SUBFLOOR ON. - .- 3/4" PLYWOOD SUBFLOOR ON - DETAILS SKIRT BOARD FIOORJO15T @ 16" O.C. - - FLOOR JOIST @ 16" O.C. 2x2 DRIP CAP ON Ixl2 fLCOR JOIST @ 16" O.C. - ST MP - �FIR5T FLOOR PVG SKIRT-BOARD : E �FIRSTAFLOOR ELEV. (10'-02") _ - _:--'"-- : =_ -.»' ;�""�- »_ .:.,:..:. «» CONCRETE SLAB, CONCRETE SLAB, A GRET "5TArl CRETE WALKWAY ATE ISSUED LL - I' P.T. 2X4t51LL BIOR .,.. �, '.✓z, f i LL BO TILL k •,. ,, y�'u s, ✓"'",a,a REVISIONS: 8.15.07 ANCHOR BOLT BEAM POCKET 4 - 1,.1 ' BEA POCKET P.T. WOOD BEAM P.T. WOOD BEAM WOOD BEAM $TOP OF FILL _ _ „.._ - - TOP OF-FILL. ELEV 5'-00" ( ) � a.... *a.. h ...T�,.,3 yu W.r` .'i' .;.r liy '.-°` k,�,T:,'-.•-',-'- .t.• pr, i „>-4 ..c ni: .F;�"o-fi`x -.. 'v 4 LY< ° ELEV. (5--00") :: �.c. ,,E`er!_, �_ i<'r•� d.51 "a`r^, .�ti.,-.,'",'" _ .A.?;' r. �.. j• �.!-<„ '�_i c •' 1,�.,,. .... ..:�. �I' :: .,ti"<". "",�-� Y•`�n0.�'-r*'�'i�k".ct,"''."'�'rG ,.. 'JY�.!f.fi.'4�'..�"S� a x�`F'S "}-Ls' s�.}- 7�. -'>><�y. !T'ri:'M _j'c„haa?�_<f _.<✓ r_c, �i ._�. `n~'R .`�.%'Y'�,1....1,� " :=7-8 HEIGHT, 10 THICK, WALL FOUNDATION- �c » iy�iw.cu,�" .,r,�ara"il. ^;•.�y Y�c`�fr�)�r<�!1.ea,jt+� ,-.ii- rc�. .ai� -.<✓.}f� ! uv�.,-_.. 5,.�.'�,r, ����;,, .CONCRETE WA �. � ,.k'e•;��✓ - .,c +'4 'e x"f ;•S'•d ,. ?�kzi{ . ,".7 1 ` `S�z C'N HEIGHT, 10° THICK, 7'-8" HEIGHT, 10" THICK, - - �ca - DRAWN BY CONCRETE WALL FOUNDATIO ��- `"yam s > �.Y ✓�u".'� art t 1 CONCRETE WALL FOUNDATION ' � R-10 I 'RIGID INSULATION s;,-.iE.P�(",�:- r.� '?u..a,Y:r � -D TRS y2" (R-10) ly2" RIGID INSULATION _ -t DAMPROOFING - - - (R-10) ly' RIGID INSULATION' . - - t DAMPROOFING PROJECT#: C-0012-06 t DAMPROOFING .. - _7 WOOD P05T ON - . . - - DRAWING NC.: v G . PIER ON .. _ .. T.O. FOOTING ° ; ISOLATED OOTING " - T.O. FOOTING ELEV. (2'-00') ---, - - .*ELEV. (2'-00"} A4 . 0 2_O" WIDE, 12" THICK, ' CONT. CONCRETE FOOTING . - - FOUNDATION ` e .. DRAIN- *B.O. FOOTING. - _ B.O. FOOTING ELEV. 00") - ELEV. (1'-00") - WALL DETAIL - - - - 2 WALL DETAIL •, 3 WALL DETAIL - L SCALE.3/<'.�•_�• SCALE,3r4'.I'_p• SCALE,3/4'•I'L ASPHALT ROOF SHINGLE ROOF TRUSSES ON 151b ROOF FELT @ 24°O.C. �1^�� (R-30)GATT GIRDER TRU55 ROOF RAFTERS `'• INSULATION 3/4'JOIST 0 DECK ON ROOF TRUSSES U 3/q° PLYWOOD ON ROOFZ .2xB JOIST @ 16'O.C. @ 14'O.C. @ 24' O.C. L c- TRUSSES - TOP OF PLATE - 2X8 RIM'BOAR - y� �O.7789 ELEV. (31'-0 2") I - - `�` S/" GWB TYPE "X"J TOP PLATE XO � 0 TYP. EAVE BOX DETAIL ON Ix3 STRAPPING @ ? f 'BOND BEAM " 16" O.C. BOND BEAM I ;{. 5/B GwB TYPE °X" ON WINDOW HEADER OPERABLE - - RESELIENT CHANNEL @ 16° S ALUMINUM'LOUVER O.C. ON 5/B"GWB TYPE '.X" ASPHALT.ROOF SHINGLE DUCTED TO GABLE ON Ix3.STRAPPING @ Ib° O.C. - ON 151b ROOF FELT LOUVER- (2)- POURS ASSEMBL7 ROOF TRUSSES QC a . @ 24'O.C. - 1— - TRUSSES PLYWOOD ON ROOF, CASEMENT WINDOW - (R-30)BATT - INSULATION Z UI TYP. EAVE _ O_ W .BOX DETAIL - U _ - j - TOP OF PLATE V - TOP OF PLATE w 8 ..ELEV. (31'-O �") I Q-(2)- x ELEV. (31'-O j") LL TOP PLATE - - 5/8" GWB TYPE °X" _ N - L1.6 RED CEDAR - 1.10 PVC TRIM BOARD ON 3/q' ON Ix 3 STRAPPING @ - T!G 'V"BOARD- PLYWOOD SPACER @ EACH SIDE 7 z LL - 161 O.C. U IxIO PVC TRIM - WOOD BEAM SEE STRUCTURAL Q - - z -BOND BEAM BOARD.TYP. DRAWINGS - Z Y .r,•.J IxB PVC TRIM BOARD 5/8" GWB TYPE "X'' WHITE CEDAR SHINGLE .. @ EACH SIDE I ON 7/5" RESILIENT SIDING ON WRAP APER 1.6 PVC SOFFIT O r CHANNEL @ I6. O.C. LL q TYPICAL EXTERIOR - - V 5/B' PLYWOOD SHEATHING . 1.6 RED CEDAR T66°V'BOARD C Q c WALL DETAIL I LL - ON 2x4 WALL STUD DETAIL co 3 O 0° CMU WALL r Q @ 16.O.C. 0 SCALE:3/4•.1'-O' Z �� J S 5/B" GWB. TYPE "X°, , CABLE RAILING_ PAINTED - 1 '�I� „aN 2 � 575TEM �f - COMPOSITE DECKING ON P.T. 2x4 Ca 16" v �� 2x6 WALL STUDS @ I6'O.C. - - O.C. TAPERED BOTTOM ON ROOF - - BUILT UP 3/4" PLYWOOD t 5/B•TYPE U EACH SIDE 71-4 CLE R nEMBRANE ON y2" PLYWOOD ON 2x4 @ TROUGH EXTENDLINE.-: SUBFLOOR ON FLOOR 3i'q'PLYWOOD SUBFLOOR ON SYSTEM UP I6" O.G. TAPERED TOP ON 3/q" GUTTER J o FLOOR JOIST @ 16'O.C. (V SIDEWALL 12° F PLYWOOD DECK ON FLOOR JOISTS SECOND FLOOR — O.C. _ ELEV. (22'-02") BOND BEAM ' CONSTRUCTION (/) �EOEPOV.(2PL WL RIM BOARD l8 FLUSH WOODWOOD BEAM FON Ix PPI @ (2)- P.T. 2x0 TOP BEAM ' : (2)- 2.4 TOP- 3 _ AT BACKBACKOOF W W PLATE - PLATE 5 Ix6 REDCEDAR I 16"O.G. BOND BEAM /8" GWB TYPE COLUMN FROM / LLI - 8"CMU WALL °X" ON 1.3 T4G °V" BOARD ROOF DECK O W 1L/ Q TYPICAL EXTERIOR WALL S,g'GWB TYPE•x°ON 3/4° - STRAPPING @ DOOR HEADER Ixe PVC TRIM cc RESELIENT CHANNEL @ 16'O.C. V - Ib° O.C. - - (/� G ON 5/B•GWB TYPE'Y'ON Ix3 1 STRAPPING @ 14'O.0 - (2)- HOURS A55EMBLY 8" CMU WAL DOOR TRANSOM J W LL `lW Z 5/8' GWB. TYPE "X°' BOND BEAM `i' BOND BEAM Q DOOR HEADER PAINTED S``u - I I O } I . I w = o = II N a° cnu WALL 5/8 GW8 TYPE "X" (V '. ON 7/B„ RESILIENT II w CHANNEL @ 16" O.C. 5/8" GWB TYPE °X" •. ANDERSEN KnL ON 2x4 WALL STUD ENTRY DOOR 1 1 TENANT"B" ELEVATOR @ I6° O.C. LL VESTIBULE MACHINE ' I I I wooD cownN 1��t e Pvc coLunN SERVICE DOOR Q ROOM ENCLOSURE TITLE: TERRACE I cv v ELEVA R TENENAT"B" AIR SHAf WALL SECTION DETAIL CONCRETE SLAB, CONCRETE FILLED - - CONCRETE FILLED WALKWAY 3/q' PLYWOOD SILL COURSE - SILL COURSE 3/4" PLYWOOD - ALUMINUM I SUBFLOOR ON 5UBFLOOR ON THRESHOLD - TI PAVE FIRST FLOOR FLOOR J015T .' - .- FLOOR J015T ONCRE 6' CONCRETE SLAB - DATE ISSUED: ELEV. (10'-02°) @ I6° O.G. :.� -:.`i O.C. - r. 'I:I 1 �: .. •;- ::. i :I _ _,,;, " -- I '11. - EVSONS I ` I 8.15.07 ON SEALER 62ANCHIOR BOLT LL ILL 12' THICK, GONG. -- - P.T. 2X4 SILL QI (-'�5-c� yw,v WALL FOUNDATION _ _ P T. 2X4 SILL - .-. ANCHOR BOLT ry ' '� ,a- f* ;�•' cy. ? p ANCHOR BOLT 6 7'-8° HEIGHT, 10' THICK, }- %.> '�S•c �, y�• r Q WOOD BEAM CONCRETE WALL FOUNDATIO ", "j' - '�' � � r_s"' . - -II-411 CLEAR (R-10) {YZ RIGID INSULATIO WALL FOUNDATION / {f'lr'•=i-C zL S'- - - —1/ I- DRAWN BY: ms 12 THICK; CONC. PROJECT#: d DAMPROOFING - - 6' CONCRETE SLAB WALL FOUNDATION - . WALL DETAIL DETAIL C-0012-06 - 8 L SCALE:3/4'•I'-O' Q' SCALE:3/4•1'-0' • DRAWING NO.: TOP OF FILL ELEV. (5'-00") ' � �� � �K" � � ��G,.�3`� ''az '�:�'Lky2 ..���y'f�13� ,l'� w/°✓(S.Ai'�yr Y.C� �Y^ �� �� A4 . 1 1 WALL DETAIL WALL DETAIL - .. WALL DETAVL - . 5 SCALE,3/4'•1'-O' 6 SCALEr 3/4'•I'-0' 7 SGALE 3/4'.I'-0• .. . L r ^- ARC ASPHALT ROOF SHINGLE ° .- •' - �`y�Q� /�� .. V D �1 'ON ISib ROOF FELT 3/4 PLYWOOD ON ROOF , FF .. - TRUSSES*2A*O.C. 0 12 INSULATION. ON. T _ •� '.CANT.ALUMINUM '`. .. .. ,1 DRIP_EDGE,.TTP. 6�..-^.•. >_ _ N 3.7739 . - 'CANT.ALIIiINun 'a _ .. - ._ Y ItlF'GRT,. GUTTER, TYP. .. '�^PLYWOOD DECK ON 2.5 JOIST 0 16"O.C'. - J 1,10 PVC FASCI­ .GIRDER TRUSS - BOARD .. H .2X8 BLOCKING .f 5/e°GWB TYPE"X•� .. ............ ._ .......... �:� c j ON.Ix3 STRAPPING BOAR xO PVC SOFFIT 0 16'O.C. - fff/// - BOARD<Y CONY. 2%B RIM WARD--- VENT � W/SCREEN. Ir_6n w ,. Q. a.LL .ON 2.1 0 16•.O.C. ` `'/B"GWB.TYPE'X° .. ° - U 1.10 PVC TRIM BOARD ��( PAINTED : •A .. Q HEADER AS REQUIRED - (2) P-T..2X8 TOP.PLATE BY STRUCT:DWG V RIGID INSUL. - Im . TYVEK FLEXWRAP .. x '.• - U M1 BOND BEAM X ,( 5/,e GWB TYPE'X'ON RESELIENT CHANNEL 0 16' - _ O u . ALUMtMUM FLASHING - O.C.ON 5/8"TR GWB TYPE"%' WINDOW HEAD' ON Ix3 STRAPPING®16"O.C.— ON '. '. (2)- HOURS ASSEMBLY _ s . - x I'OPERABLE MECHANIC TYPICAL EAVE'BOX.DETAIL LOUVER(SEE MECHANICAL 'DABL FOR DUCT TO - - '■� GABLE VENT LOUVER) - ALUMINUM FLASHING, EXTEND -6"MIN.0 EACH SIDE - _ - `' GWB.TYPE"X', 2X6.LEDGER BOARD PAINTED - (R-30)BATT INSULATION ASPHALT ROOF SHINGLE ON 151b ROOF FELT - •.' X ' 3/q PLYWOOD ON 2R6 0. " Lu 16'O.C.ROOF RAFTER - (R-13)BATT INSULATION LLJ i 'PLYWOOD SWEATING ON. .. i - - - ` VAPOR BARRIER - " w _ v0 GWB TYPE'X' (n �- �. ON Ix3 STRAPPING X. ` 11 (f� - - 2X6 SILL PLATE - 0 16'O.C. \ - w J F NN /V - �4'PLYWOOD SUBFLOOR X ` / \ . R-30 BATT INSULATION ON FLOOR X15T 0 16'O.C. v - `'/B'GWB:TYPE"X', SECOND FLCKJR - - 'PAINTED ON]�. _ - J O w w ELEV.. RESILIENT CHANNEL 1-lUll - _ _ Z w U �. 2x4 BLOCKING _2x4 SHOE •. �. � CD -5 ELEVATOR SHAFT LOUVER DETAIL - - - w = co SCALES N ATOP OF PLATE f-•, - :" .. - } ELEV. -CONY.ALUMINUM 2x6 FLOOR J15T 0 16"O,C. WOOD BEAM,._FLUSH DRIP EDGE, TYP. FRAMING - :: JOIST HANGER - Em w CONT.ALUMINUM .. ` 'GWB TYPE'X'ON Ix3 'GUTTER, TTP, STRAPPING 0 16'O.C, - - - 1,10 PVC FASCIA ,.• 1 - >' - ( }: TYPICAL EXTERIOR TITLE: BOARD HEADER AS REQUIRED p - - SIDEWALL. - T E: 2%6 BLOCKING BY STRUCT.DWG - �'GWB.TYPE'X", ): i STEEL.BEAM, GIRDER IN %' CABLE PAINTED ON - COMPOSITE DECKING ON'F.T.2x4 i'RIGID INSUL. - BEAR ENCLOSURE - RAILING - ' (2)- IxB PVC SOFFIT !; - � RESILIENT CHANNEL .: � •^ �' 0 16'O.G.TAPERED BOT OM ON STYSTEM BOARD t 2'CONT. I'-6" '� TYVEK FLE%WRAP Y < - rqOOF MEMBRANE ON y2' VENT W/SCREEN EXTEND LINE-X ARCHITECTURAL ON 2x6 0 16'O.C. * .. 3/4•PLYWOOD SUBFLOOR ON ", _ - - 'SYSTEM UP - PLYWOOD.ON 2x4 0 16'.O. AR :.• CV SIDEWALL 1Y MIN. TAPERED TOP ON 5/q'PLYWOOD Ix10 PVC TRIn BOARD, _ FLOOR JOIST O'I6'O.C. ��I���IU��� CUT TO FIT - - - - - Cr DECK ON'FLOOR JOISTS -16 T,. DETAILS ALUMIMUM FLASHING M1 ON WINDOW HEAD 2x6 CURB'WALL CONSTRUCTION - D.C. TYPICAL EAVE BOX DETAIL - TYPICAL BEAM DETAIL - - - "u -2 SCALES I/2'-I'-0' ,. 3. BOND BEAM t —_ X _ WHITE CEDAR SINGLE SIDING WHITE CEDAR SINGLE SIDING vg",GWB..TYPE'X', PAINTED: DATE ISSUED: ON BUILDING WRAPPAPE ` 5/B GWB.TYPE'X', PAINTED. ON BUILDING'WRAPPAPE - (R-13)BATT INSULATION _ - » BUILT UP TROUGH GUTTER -(R-13)BATT INSULATION ALUMINUM FLASHING, \ 8.15.07 AIUnINUn FLASHING, I/Y PLYWOOD SWEATING ON TYPICAL I/2°PLYWOOD SWEATING ON TYPICAL - VAPOR BARRIER LVL RAM BOARD - REVISIONS: i VAPOR BARRIER _ ,.. .... _ O 2.2 DRIP CAP ON Ix12 2,2 DRIP CAP ON Ix6 2X6 SILL PLATE PVC SKIRT BOARD •+ 2X6 SILL PLATE PVC SKIRT BOARD Q - PLYWOOD SUBFLOOR ON 3/4"PLYWOOD SUBFLOOR ON 1} WOOD BEAM, FLUSH WHITE CEDAR SHINGLE SIDING - �4 ALUMINUM FLASHING - 'FLOOR JOIST 0 16';O.C. s FRAMING N FLOOR JOIST 0 16 O.C, AS REQUIRED R y ON WRAPAPER AFtRST FLOOR --. FIRST FLOOR EL (10 02) 5�,GWB TYPE'%°ON�'q - ELEV.(10'-02 "-'""'��' I� ) '' G"B T CHANNEL®16' >; (2)-1x4 TOP PLATE 1 Q r'•--'LL '�� -'" "I ( -� -!- R-30 BATT Ixb RED CE AR r I/2'PLTWCOD SWEATING ,.{...—. O.C.ON`'/�'GWB TYPE .. � ( ) - .. CONC.WALKWAY INSULATION TtG'V'BO�RD 'X'ON 1.3 STRAPPING 0 BEAD MOLL 2x6'WOOD FRAMING PVC TRIM Q (2)P. 2X6 SILL ON SILL _(2)-HOURS A55En81T 5/8'GWB TYPE'X"ON Ix3 I DRAWN BY: SEALER t ANCHOR BOLT99 ( X STRAPPING 0 16'O.G. -' ..i .. >: B°CHI.WALL - '(2)P T 2%6 S ILL ON SILL (iit TR$ CLOSED CELL, SPRAY SEALER<ANCHOR BOLT ' APPLIED INSULATIpJ 0 >t - - `r !� `�nCf1 �I.8 PVC TRIM PER ELEVATION FL.SYSTEM-INTEGRAL �r yOVnC1`C4' VAPOR BARRIER-TTP. ( .•: "-:t i 1B°CMU WALL •: •.. X - POIICFI PROJECT AE: C-0012-06 P.T.2X4 SILL t ANCHOR ]-B HEIGHT 10 THICK -� % - - ( CONCRETE FOUNDATION WAIL P T,.2%4 SILL t ANCHOR - BOLT ON 4-CONC.SHELF '.l f r. BOLT ON 4'CONC.SHELF X o T j - i� H,a: '!l h j•, 1 f -`. . - Wv{j'GWB-TTPE"X°ON 2x4 DRAWING NO.: ]'-B'HEIGHT, 10'THICK, WALL STUD P 16'O.C. CONCRETE FOUNDATION WALL (R-IO)RGID INSULATION _ ^, " — - BEAM POCKET, BEYOND � " WOOD COLUMN t PVC COLUMN ➢ J, Q,DACPR�FING , �;y BEAn POCKET, BEYOND ,. I ENCLOSURE ^ L_ l A5 . 0 WOOD BEAM, BEY P.T. I .1, P.T.WOOD BEAM, - .BEYOND ATYPICAL SILL DETAIL TYPICAL ELEVATOR SHAFT DETAIL TYPICAL-ELEVATOR SHAFT-DETAIL �1TYPIGAL DECK DETAIL. -O' TYPICAL.SILL DETAIL - "5 SCALE,I1/2'•I'-0' SCALEII I/r-r-o' - SCALE.I /2'•I'-0' - I. SCALEr I:I/2' I'-0' L - - - - - - - 'STAMP:, r. tiRED�C QpUL F�G CFO BEAM b PVC ENCLOSURE- (VARIES I (, BY IODATION) Lu No.7789 _. MA F NOSEL T A. 6 CAP DECORATED O PER EELEVATIONSORATED PER ELEVATIONS 3/4'PLYWD. �'1°\ V - • / / / - r-, _""�' BLOCKING /�J m n Q _ _ 0 IR°_PLYWD 5 iR WOOD COLUMN PER O BLOCKING _ i 5TRCUTURAL \ �I 1/2'PLYWO WOOD COLUMN PER - LL m .BLOCKING - _ - GI 5TRCUTURAL DWG, Z 1A 3/4'PLTWO - W _ ` I PVC COLUMN ENCLOSURE, 'I-� BLOCKING W 9 - y PAINTED @ALL(4)_ - y: O _ t SIDES REQUIRED. - M Z PVC COLUMN ENCLOSURE \ PVC COLUMN PAINTED ALL ENCLOSURE4 Z U _ AND TRIM DETAILS- \ _ - 0 w SIDES Q PAINTED OC _ - „� Z I-"E; STRUCTURAL WOOD P05T (SEE STRUCTURAL \ m CO ENGINEERING DWG,FOR _ �l , ADJACENT EXTERIOR LOCATIONS AND SIZES) \' - .� .1 WALL O COLUI1N ENCLOSURE DETAIL ��1COLUP'IN ENCLOSURE DETAIL 4 SCALE: 3" = I'-O° _.J SCALE: 3° = L.0" - ' z LLI LL.I Lll O LuLLl .)U Q C/� u � � U zz NOTES Q O LLI w z BASE 6 CAP DECORATED - 7 / \ z PER ELEVATIONS - - z G� \J ADJACENT EXTERIOR 5N `I O } WALL 1� /- O Z Iw- N \ - WOOD COLUMN C/ uj 4 .. y. A - I/1'PLYWDLi- a5.1 BLOCKING 3/4'PLYWD BLOCKING - TYP) _ - TITLE: BLOCKING AS REQUIRED - PVC COLUMN ENCLOSURE, u'2' PAINTED @ALL(4) SIDES *y ADJACENT EXTERIOR - ARCHITECTURAL a WALL DETAILS ALIGN APRON ON COLUMN .. .. w/APRON ON BUILDING \_ 2 COLUMN ENCLOSURE DETAIL SCALE: 3° - I'_O° 2*2 PVC DRIP CAP `�' - - DATE ISSUED: 8,15.07 1.6 PVC TRIM BOARD N - - REVISIONS: 2'THICK BLUE STONE CAP - FIRST FLOOR EL.(10'-02') STONE - - - - LOCATION CAP VARIES BY ICCAT - ION ELEVATION t PAVING J - DRAWN BY: MATERIAL VARIES BY ,] - TRS LOCATION - . - .... _ PROJECT#: C-0012-06 CONCRETE PIER OR WALL - - - (SEE STRUCTURAL - - - ENGINEERING DWG,) - - DRAWING NO,: K-,-'\COLUI"IN ENCLOSURE DETAIL A5 . 1 SCALE: 3" - r W - L N B-ckqn O � O N o Q o0 m DN n Q .n r-i mn - 'N 00p.. m o o� uz --T1 m z N r O �-�1 - -��- A m£ D 1 I �m 77 q o c 2'_10° m -- -- oO sl _ O N -- 5611 a ° mm 70 ................ ft� D n _ - --------------------- z - o I O gl ...._..........._............. nOJ 1 D r = o o - D o U -...__..................._ --------------------------4 3 / I 1 770 O 7'-9° w n rn n D 4) - ----- ----- 3 0 v rn n rn gi_...__....._........_..._....._ _ DO bl - 2._ tP i IND 1 \ G)-n O m Z oZ mA O � a / (00 m p 3 -1Dr m � 00 �rn OD mm m r� - pn1 N�,1c =NG) me -A{ n N r A N <70 DDA Dm n DO r�n ro AA n N p O A nrn O K :z m cr m O L. 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P Z c r — ° D HY-LINE CRUISES 203WIIlOW STREET,SUITE 026 _ mm PH 508-362-8382 r Q VARMOUIHPORi.MA Q2675 FAX 508-362-2828 � �m z z m 230 OCEAN STREET O P o HYANNIS, MA 5/B" GWB. TYPE "X", SIB" GWB. TYPE "X' FIEDA WINDOW SCHEDULE 2X6 WALL STUDS 2X6 WALL STUDS �G\`� QpxUL.J—F' SIZE - .. "�iC F MARK Manufacturer Model 9uantny NOTES WIDTH R.O. HEIGHT R.O. - fi - BATT INSULATION, - - - BATT INSULATION, - Cj A ANDERSEN - A31 3-0$' 2'-0 V 8 OPERABLE AWNINGS - - TYP. TI - TYP. ,1 C PLYWOOD t til U FIXED CASEMENT - - _ SHEATHING ON i• WINDOWS @PORTAL AREA VAPOR BARRIER No.778 B ANDERSEN A31 / CXWI45 3'-015- 7'-2 %' 7 / OPERABLE CASEMENT _ PORT x� WINDOW NORTHWEAST \'t "1 TC A @ P \ VC SOFFIT,,YYP. I ,Lj FACE OF OCTAGON .. PVC SOFFIT YYP. C ANDERSEN A251/FLEXI FRAME 2'-4 °kt 7'-2 % 2 OPERABLE AWNINGS - - - (3) 2x.HEADER AS REQUIRED 'z OF ` BY SPAN TABLE 700 CM R - nl D ANDERSEN A31 / CXW13 3-0$' 5'-G Y., 4 OPERABLE AWNINGS I" RIGID INSUL, E ANDERSEN CX1,4I45 3-0 ki' 4'-5'6' 22 OPERABLE CASEMENT I/ I m n Ix 10 PVC TRIM, PAINTED NOTES _ _ TYVEK FLEXWRAP a2f SHH PLYWOOD EATHING ON I, SEE ELEVATIONS FOR GRILLE PATTERNS. / VAPOR BARRIER v 2. CONTRACTOR TO VERIFY QUANTITY FOR ALL WINDOWS BEFORE.ORDERING 3. VERIFY HARDWARE WITH ARCHITECT PRIOR TO ORDERING 4, INTERIOR TRIM @ COMMON AREAS ONLY. NO INTERIOR TRIM IN TENANT SPACES - - {V O U SOFFIT I AWNING WINDOW HEAD xlO PVC FRIEZE BRD. - - - _ 2x2 DRIP CAP 2x2 PVC DRIP CAP - - HEAD EXTENSION - 6 r- i Z COMMON AREAS ONLY 0 Ix5 TRIM, PAINTED - w m _ (3) 2x HEADER AS REQUIRED \ uj Ix8 PVC HEAD TRIM COMMON AREAS ONLY, BY SPAN TABLE 7B0'CMR. \ -- Z a a TYPICAL SOFFIT?HEAD DETAIL @ 1 ST FLOOR I" RIGID INsuL. Z OPERABLE CASEMENT WINDOW 1.8 PVC HEAD, PAINTED \ L C - - Iz TRIM, PAINTED - - - TYVEK FLEXWRAP ■� O _ JAM TRIM Ix6 - TYPICAL _ _ r _ ■� COMMON AREAS ONLY '�� .HEAD EXTENSION - WINDOW HEAD w �� HEAD EXTENSION - - r O 2x2 PVC DRIP CAP - COMMON AREAS ONLY r a _ COMMON AREAS ONLY - Q Ix PVC APRON TO MAKE UP WINDOW SILL 65 TRIM, PAINTED - 4Y2" - - FULL SHINGLE COUR51MG COMMON AREAS ONLY _ _ — _ 2z2 DRIP CAP " Ix PVC TRIM 81). TYPICAL SOFFIT/HEAD DETAIL @ 2ND FLOOR. SECOND FLOOR - — — WELEV. (221-02°� (3) 2x8 HEADER �_. - - z 1" RIGID INSUL. \ _I_. _ ._ W SOFFIT TYVEK FLEXWRAP _ LU \ W Ix 10 PVC FRIEZE BRD. WINDOW HEAD \\ � O LW 2x2 PVC DRIP CAP 2 7 PVC DRIP CAP 110 PVC FRIEZE BRD. WINDOW HEAD - HEAD EXTENSION Ix8 PVC HEAD TRIM - COMMON AREAS ONLY � cU Zvi OPERABLE AWNING WINDOW OPERABLE AWNINGW: WINDOW _ Q O z U-Z.. D Ix6 PVC TRIM BRD, 2.2 PVC DRIP CAP TYPICAL MEETING HEAD DETAIL z Q r PVC TRIM BRD. O }. FIXED WINDOW1.5 TRIM, PAINTED LU B = Oc= FIXED CASEMENT WINDOW @ COMMON AREAS ONLY I— N, - PORTAL AREA/OPERABLE - COMMON I AREAS ONLY JAM TRIM Ix6 - TYPICAL ow - NORTHWEST CASEMENT WINDOW WOF OCTAGON JAMB EXTENSION - - O = JAMB EXTENSION.- O _ T COMMON AREAS ONLY - O COMMON AREAS ONLY � = 2x2 PVC DRIP GAP 2 JAM TRIM Ix6 - TYPICAL WINDOW JAMB ���``` - WINDOW JAMB `• �\� W . - LL Ix PVC APRON TO MAKE UP - TYVEK FLEXWRAP y \� TYVEK FLEXWRAP FULL SHINGLE COUR51NG - Ix6 PVC TRIM, PAINTED TYP. Ix5 PVC TRIM, PAINTED TYP. \ - 2x2 PVC DRIP CAP - (3)- 2xG JAMB,'TYP. 4-4 BATT INSULATION,.TYP. Ix PVC APRON TO'MAKE UP - 41, FIRST FLOOR FULL SHINGLE COURSING / /., TITLE: ELEV. (10'-02"� (2)- 2.6 JAMB, TYP. - WINDOW JAMB — — _ — — — — O EXTERIOR SIDING, i - -JAMB EXTENSION COMMON AREAS ONLY WINDOW SCHEDULE SOFFIT SOFFIT TYPICAL OUTSIDE JAMB DETAIL & 31x10 PVC FRIEZE BRD. - Ix10 PVC FRIEZE BRD. TYPICAL GANG JAMB DETAIL WINDOW DETAILS / WINDOW HEAD II - / WINDOW HEAD - - OPERABLE AWNING WINDOW B OPERABLE AWNING WINDOW Ix5 TRIM, PAINTED - - - DATE ISSUED: COMMON.AREAS ONLY - 8.15.07 2.2 PVC DRIP CAP - 2x2 PVC DRIP CAP .SILL EXTENSION - of - REVISIONS: PVC TRIM BRD. n PVC;TRIM BRD. COMMON AREAS ONLY = FIXED "FLEXIFRAME" WINDOW i - WINDOW JAMB - l7 2z2 DRIP CAP 0 P Q 6 Q TYVEK FLEXWRAP \ JAM TRIM Ix6 - TYPICAL (2)- 2.6 SILL, TYP. DRAWN By: BATT INSULATION, TYP: TRS I/2" PLYWOOD SHEATHING 2x2 PVC DRIP CAP PROJECT#: ON.VAPOR BARRIER' - - C-0012-06 FFP�TF GWB. TYPE "X" FIRST FLOOR - - . DRAWING NO,: — — — — ELEV..(10'-02') EXTERIOR SIDING', -2X6 WALL STUDS ` A9 . 0 ' C - WINDOW ELEVATION TYPICAL SILL DETAIL SCALE,1/2'.1--0. - - .. ROOM FINISH SCHEDULE WALLS CEILINGTYPICAL EXTERIOR SERVICE ��e Q�ULFFN�T� Room Number Roam Name Floor Matena, Baee MaH NOTES .TYPICAL ENTRY DOOR DETAILS TYPICAL.INTERIOR DOOR DETAILS . Q o�,°•� Metanal Finish MATL HEIGHT C .. I COMMON LOBBY I6'XI6 CERAMC TILE. BASE TILE GWB. PAINTED 2%2 ACOUSTICAL TILE 9-6' - - DOOR DETAILS 'O 2 .OMENS EPDXY FLOOR COATING EPDXY UP 6' GWB. PAINTED 2X2 ACOUSTICAL TILE � � � 3 HENS EPDXY FLOOR COATING EPDXY UP b• G.B. PAINTED 2%2 ACOUSTICAL TILE 9'6' -- - - - - - � :U F 4 JANITOR EPDXY FLOOR COATING. EPDXY UP V GWB. PAINTED 2X2 ACOUSTICAL TILE 9'-6' -- _ - - - 5/B Xn N•p`0.7789 T' S ELEVATOR SHAFT CONCRETE SLAB CM. TYPE'%'GWB.(2-HOUR) -- ' GWB TYPE e - /3Ftir.rw f Fl " /B' GWB TYPE "X° POPr 6 TENANT'A' (BY TENANT) .(BY TENANT) GWB. PRIMED. (BY TENANT) 10'-10• -- - WHITE CEDAR SHINGLE - - 2X6 WALL.STUDS SIDING, B° EXPOSED 7 SERVICE LOBBY (BT TENANT) (BY TENANT) GWB. PRIMED (BY TENANT) 10'-10' -- - TO WEATHER, �C* 0 TENANT'B'1ST FL- (BY TENANT) (BY TENANT) GWB. PRIMED (BY TENANT) 10-10' -- - 9 TENANT'B'2ND FL. (BY TENANT) (BY TENANT) GWB. PRIMED GWB.-PRIMED B-9' ° f' -- BATT INSULATION,' WALL STUDS @ 16 O.C. WALL'STUDS @ I6" O.C. 10 TENANT'B'2ND FL.CLOSET (BY TENANT) (BY TENANT) GWB. PRIMED' GWB,-PRIMED B'-9' _- TYP.. I/2 PLYWOOD. �8" GWB. TYPE " 7VS .6 ( Q II MACHINE ROOM vCT TILE -- G.S. PAINTED GWB,-PAINTED 10-10' -- f ° (3) 2x HEADER AS GL C 1,M SHEATHING ON - -" REQUIRED BY SPANO m II MECHANICAL VCT TILE -- GWB. PAINTED GWB:-PAINTED B'-9' -- VAPOR BARRIER I"; TABLE 780 CMR t 0 (3) 2% HEADER AS $ 12 2ND FL.HALL 16'X16 CERAMIC TILE BASE TILE G.B. PAINTED GWB.-PAINTED B-6" -- PVC SOFFIT, TYP:. \\.\ V REQUIRED BY SPAN I' RIGIDNSUL. I - O % 13 2ND FL,RESTROOM EPDXY FLOOR COATING EPDXY UP 6• GWB- PAINTED GWB,-PAINTED B-9' - - /I -.;_ TABLE 780 CMR t LEAD COATED '.�A T _ I" RIGID NSUL. U (3) 2x HEADER AS REQUIRE Q 14 FUTURE KITCHENETTE (BY TENANT) (BY TENANT) GWB. PRIMED G.B.-PRIMED 0-9• -- I I -� - COPPER FLASHING \ ., LL D I u IB FUTURE TRAINING AREA (BY TENANT) (BY TENANT) GWB. PAINTED GWB.-PRIMED B-9' -- BY SPAN TABLE 780 CMR w IY2" BACK BAND.TRIM A 16 UTILITY CLOSET VCT TILE -- GWB. PAINTED 'GWB.-PAINTED B'-9' -- - I" RIGID'INSULT *� -I- '�.\ ON 1.4 POPLAR, - _I- :T PAINTED TYP. _ I 17 EGRESS STAIR VCT TILE -- GWB. PAINTED GWB -PAINTED -- IxO PVC TRIM, PAINTED h T '2x2 DRIP CAP ON Ix8 Z COMMON AREAS PVC, PAINTED - CD — 10 E%TERIOR RAF DECK - 1X6 COMPOSITE DECKING TIG'V'BOARD -- - T. .I. �\ _ ONLY TYP. 1 Q y 19 E%TERIOR PUBLIC STAIR I%6 COMPOSITE DECKING TaG'V'BOARD TYVEK FLEXWRAP \` ✓; U 4 n NOT ALL TENANT SPACES TO BE GWB AND PRIMED FINISH 1 I , Z H E1 2. TENANTS ARE RESPONSIBLE FOR ALL INTERIOR FINISHES IN THEIR SPACE CAULK / _ O 3. ALL GWB INCLUDED IN SHELL BUILDING TO BE 5/0'TYPE'X' TRANSOM WINDOW HEAD .//, r - - ud L C _ 2' FLUSH METAL 2'.' FLUSH METAL DOOR AND FRAME.SCHEDULE � _ � FRAME, PAINTED � LC FRAME, PAINTED UL 3� DOOR HEAD EXTENSION - o._ 4 - Q _ - '\� FIr NUMBER LOCATION Frame Material SIZE NOTES COMMON AREAS ONLY 2 D m� m �� MATERIAL Q 3/4" SOLID CORE Y PAINTED, WIDTH HEIGHT THK - Ix5 TRIM, PAINTED - 'D 2'-6'Fi.ea ewa Ilse COMMON AREAS ONLY = MASONITE DOOR - - EXTERIOR STEEL SERVICE DOOR OI TENANT*A' ALUMINUM CLAD ALUMINUM CLAD W-0• -0- 13/4' Psl<I d each Bide, _ molcNrq tranvm awe , 02 .COMMON LOBBY ALUMINUM CLAD ALUMINUM CLAD W-0- T'_0•. 13/4• MaL<ObOVG_ _ CAL SOFFIT/HEAD DETAIL TYPICAL INTERIOR DOOR HEAD DETAIL - TYPICAL INTERIOR DOOR HEAD DETAIL TYPI 03 TENANT'S'15T FL. ALUMINUM CLAD ALUMINUM CLAD 6'-0• ' 'I 3/4' M9l<N,q lraroum ' 04 TENANT'B'IST FL. - ALUMINUM CLAD ALUMINUM CLAD 2'-B' 7-0- 1 3/4' Matahaq Varewm - - - N 05 SERVICE LOBBY METAL',FLUSH TO FINISH METAL 3'-0• 7-0' 06 EGRESS STAIR METAL,FLUSH TO FINISH - "METAL 3'0' T-0- 13/4' __ TRANSUM WINDOW - B - W fie"GWB. TYPE "X° " C m TENANT'A' METAL,FLUSH TO FINISH METAL 3'-0• 7•-0• 13/4' -- - - WHITE CEDAR SHINGLE G - Ix TRIM, PAINTED - SIDING, 8° EXPOSED - LLI slnrt<loxt doer - - OB TENANT'B'1ST FL. METAL,FLUSH TO FINISH S.C.MA5ONITE,SLAB 1'-0' 6'O' 13/B' COMMON AREAS ONLY - IXm ela4 TO WEATHER, TYP r \ N LLJ • I}'j" BACK BAND TRIM - - C<'I,^o we*1�agar. ON Ix4 POPLAR, ui 10 COMMON LOBBY METAL METAL GRILL,OPEN B•-D• 3'-4• P I aaerauan - SILL EXTENSION - TYVEK FLEX-WRAP t - O W W COMMON AREAS ONLY PAINTED TYP. - II COMMON LOBBY METAL METAL SLAT,SOLID 6'-0' 3-4' 1' CMIerheod dav, Ix6 PVC TRIM '�; c 5 l opera0m COMMON AREAS ."� gOgRD Q. N L .. ONLY _ '• 12 JANITOR METAL,FLU5H TO FINISH S.C.MAWNITE,6 PANEL 2'-B' 6 B' 1 31. - - TRANSM SILL _ T 13 COMMON LOBBY METAL,FLUSH TO FINISH S,C,MASONITE,6 PANEL T-w 6 B' 1 3/8• -- CAULK DOUBLE STUDS j\ DOUBLE STUDS \ I•. c U Q I4 COMMON LOBBY METAL,FLUSH TO FINISH $4,MASONITE,6 PANEL 3'0' 6 - 3/0' - IX PVC TRIM BD. - y-I ; JAMB, TYP. - JAMB, TYP._ :� 1 O Uj z, 15 TENANT LU 'B'IST FL. METAL,FLUSH TO FINISH METAL 3'-0' 6'B' 3/4' -- (3) 2%6 HEADER -I .� JACK STUD,'TYP. JACK STUD, TYP. - Q LL z / \ z 16 SERVICE LOBBY METAL,FLUSH TO FINISH METAL 3'-0' 6'W 3/4' -- I' RIGID IN5UL, ' , z _ O Q 17 EGRESS STAIR METAL,FLUSH TO FINISH S.C.MA50NITE,6 PANEL 3'0' 6'B' 13/B• -- - 1 'r J TYVEK FLEXWRAP fii 1 '\ '2" FLUSH METAL�\ ~ 2' FLUSH METAL ~ 11 UTILITY CLOSET METAL,FLUSH TO FINISH S.C.MASONITE,6 PANEL 3'-0' 6'B' 3/B' -- D D } - ?? FUTURE KITCHENETTE METAL,FLUSH TO FINISH S.C.MASONITE,b PANEL 3'-0' 6'-0' 1 3/0' __ CAULK %-.:l FRAME, PAINTED 3 FRAME, PAINTED 3 c = O 23 2ND FL.HALL METAL,FLUSH TO FINISH S.C.MASONITE,6 PANEL 3'o' W-B' 1 3/5' - -ENTRY DOOR HEAD •/' \` aC Iw-' N 0 PAINTED, 0 . 2S 2ND FL.HALL METAL,FLUSH TO FINISH S.C.MASONITE,6 PANEL 3--0' 6'B' 1 3/B• -- I A3/4" SOLID COSONITE DOOR SERVICE DOOR RE 0 - EXTERIOR STEEL 0 } n - c 26 2ND FL.HALL METAL,FLUSH TO FINISH S.C.MASONITE,6 PANEL 3•o' 6•e• 1.3/0• -- HEAD EXTENSION - - 27 2ND FL.HALL METAL,FLUSH TO FINISH S.C.MASONITE,6 PANEL 3'-0' 6'W 15/B• COMMON AREAS ONLY c 2B TENANT'B'2ND FL, I METAL,FLUSH TO FINISH S.C.MASONITE,6 PANEL V-0' 6•-a- I3/B' - LLI 29 TENANT'B'2ND FL.CLOSET METAL,FLUSH TO FINISH S.C.MASONITE,6 PANEL 2--6' W-W I VW -- - - TYPICAL INTERIOR DOOR JAMB DETAIL TYPICAL INTERIOR DOOR JAMB DETAIL LL Coll orerheM wv 30 EXTERIOR RAF DECK METAL METAL SLAT,SOLID 6'-0' 6'-0' I' o aao•,ma.wol - L eperoUan tall werham Oar ENTRY DOOR 31 E%TERIOR RWF DECK METAL METAL SLAY,SOLID V Ce v-o' 6•-a• I. r soar m uol - 2. ALL INTERIOR DOORS TO BE SOLID CORE,MA50NITE,6 PANEL DOORS UNLESS OTHERWISE NOTED - 1 3/4' SOLID CORE - -- MASONITE DOOR - - TITLE: PAINTED, ROOM FINISH ATE ED FLOOR - EXTERIOR STEEL ENTRY DOOR M - MATERIAL SERVICE SCHEDULE DOOR TYPICAL MEETING HEAD DETAIL DOOR SCHEDULE ADA TRESHOLD — TYPICAL INTERIOR DOOR SILL DETAIL ADA TRESHOLD & PAVERS - - - CONCRETE SLAB DOOR DETAIL ENTRY'DOOR - - .. . .. .. . .. _. .. .. .... . .. ._.. _ - ATE ISSUED. I 5_TRIMj PAINTS s 1 1 1 1 1 1 COMMON AREAS ONLY. REVISIONS:11 ) I JAMB EXTENSION COMMON v "l 1 AREAS ONLY G 14 1ENTRY DOOR JAMB - ^\1 CAULK.- _ L• l _I_I-1.. TYVEK FLEXWRAP Ix6 PVC'TRIM, PAINTED TYP. \ I - �: \ Ii� l--•� y ��l`✓� �r^,,.` \\ 1( t\ '/ - y \ >a�y./t`, mot \� 1 I 1 DRAWN BY: BATT.INSULATION,-TYP. TRS (2)- 2x6 JAMB,'TYP. f - - r l(• i. f PROJECT#: C-0012-06 EXTERIOR SIDING. .. %(.J\,.: `�'\/ `n l� �' I DRAWING NO.. i. TYPICAL—:1 JAMB DETAIL I I- _ I �CALA9 . 1 - TYPCAL SILL DETAIL LL DETAIL (ASH EARWAMLL CSC SCHEDULE D U L NOTES ON DRAWINGE 3) ROOF TRUSS SCHEDULE LEGEND FASTENER SIZE! SI PLATE ATTACHMENT WALL PANEL 9ff FASTENER 9ff NOMINAL FRAMING HOPoZ BU( TOP PLATE P-1 X'-X• PIER MARK(TOP EL) •L MARK TRUSS PROFILE WALL SPACING O MEMBER TYPE.SIff MERGERS pry JOIST OR BLOCKING NAILS P'1L TYPE $HFATIROIG TYPE AND &SPACING O PANEL INTERMEDIATE SPLICE DETAIL ANCHOR BOLTS M RIM JST F8.0 X-% FOOTING MARK(TOP EL) AND 118CKNE53 ORIENTATION EDGES &SPACING AT SEAMS 70 TOP PLATE (SIT D/SS.J) (SEE G/S4.2) ��6Q0� SUPPORTS OR BU( I .YOV� OVER FRAMING 2 2x6 HOEDOWN POST SIZE, ER PLAN WHERE OCCURS 4X8 OR 4X12 S-P-F OR BETTER A35 0 8'D.C. HOEDOWN TYPE(SEE DETAIL E/54.3) /� 15/3Y WOOD LONG EDGE tOd COMMON 10d COMMON n AB-1 C /J I G4' 2 STRUCT PANEL O 4'O.C. O 12'0.G 2X 2% OR A O 48.D.C.MAX i6d O 4•Qa' ,�A,`• �\ --I VERTICAL O16.O.C. 16d O4.O.G �- FOUNDATION WALL CONTROL JOINT RTI ALL EAVE DETAILS �^ 15 3Y MOOD 4X8 OR 4X12 1,COMMON 10d OOMYON 02 S-P-F OR BETTER A35 O 12'O.E. AB-1 BEAM SIZE CT1 PER ARCH DWG TIP PER PLA 3 STRUCT PANEL Lam'EDGE O 6'D.C. O 12•aG 2% 2X OR A O 18'O.C.MAX 16d O 6.0.G H1 FBI OB1 t Op ( ) I> MIMCQ O 16'O.C. 16d O 6'O.G (H=HEADER,FB=FLUSH,DB=DROP) �sHL PE� PER --'--'- LIMIT OF SLAB/LIMIT OF ROOF 6/ PUN PER PLAN O STEEL PIPE COLUMN 0.' CJL- ❑ HSS TUBE COLUMN z ^ &�E R OR PLATE BRG PER PLAN ANGER AT TRUSS GIRDER HOLDOWN SCHEDULE BEAM & HEADER SCHEDULE ® WOOD POST (SEE HOEDOWN DETAIL E/Sk3.ALL PRODUCTS ARE SIMPSON OR APPROVED SUBSTITUTE) E-F RTJ AN ................. X P FASTENERS MARK SLAB CJ z PER PUN SIMPSON MODEL MINIMUM POST (PREFIX ON PLAN:H=HEADER Sff W C)m PER NO, OR DIM FOR BOLT HOLDOWN ANCHOR STUD/POST FASTENERS DB--DROP BEAM FB=RUSH BEAM) SHEAR WALL TYPE S .-1�. PER PUN PUN STUD SIZE PLACEMENT0.• DIA CAST-DI-PUCE OTY SIZE/TYPE1 SEE SHEAR WALL SCHEDULE ON DRAWING SOA S1EMW ED ONL SLAB INTERIOR CONVENTIONAL LUMBER RTI Q'Q H1116 (2)2X I 4f' SS1816 10' 5- 3i: 18 16d 228 (2)2x8 `0 24-O.C.-- FRAMING MEMBER LAYOUT DIRECTION _ 328 (3)2x8 SDS)CxY 2210 (2)2x10 FRAMING MEMBER SPAN DIRECTION PHD2-SI)53 (2)2% 1 96• SST8I6L 10' S' Ji:' 10 WOOD SCREW 3210 (3)2x10 BEARING BOTH ENDS PHD5-SUS3 (2)2X IV 9c SST028L 12' 51 3y4' 14 WOOD 2212 (2)2.12 i � FRAMING MEMBER SPAN DIRECTION SCREW 3212 (3)242 JOIST HANGER BOTH ENDS GT4 g PHD6-SDS3 (2)ZX IV SSTB28L 15' 7%' 6- 18 SDS X'il• 4212 (4)2.12 FRAMING MEMBER SPAN DIRECTION WOOD SCREW ENGINEERED LUMBER CANTILEVER ONE END T 2X PLATE SEE DETAIL SI)S Jj'xJ' 27L 3)4'x7)P VERSA-EMI WOOD STUD WALL PER PLAN I HDO8-SDS3 4X 1N ,6• 1/S43 N/A 13)C 6' 20 , SCREW (BOLD DASHED LINE INDICATES SHEAR WALL V) PER PUN 29L 31xsw VIItSA-LAM SHEATHING LIMIT) F- NMM EMBEDMENT DEPTHS SPECIFIED ABOVE SHALL BE DETERMINED IN THE FILLD BASED UPON THE INSTALLATION LOCATION OF THE ANCHOR. MINIMUM END DISTAN 17L 51'x71i'VERSA-LAY z STALL BE 5',MINIMUM EDGE DISTANCE SHALL BE I%'. STENWaL DEPTHS SHALL BE USED AT STEMWALL LOCATIONS SLAB(EDGE ONLY)DEPTHS SHALL BE USED WHERE ANCHORS ARE MORE THAN 16'FROM A SLAB OR FOOTING CORNM SLAB INTERIOR DEPTHS SHALL BE USED WHERE ANCHORS ARE LOCATED 24 OR MORE 211L Wxll)r VERSA-LAM L.0 FROM A SLAB OR FOOTING EDGE IN BOTH DIRECTIONS 311L SY,'x11Y'VERSA-LAM "ff ' '�"%'VERSA-LAM STUD SCHEDULE 212E Wx113c VERSA-LAY w 312L SY4*Xi1%'YFRSA-lAY ' 214L J1jx14•VEIRSA-lAM MARK 1ST FLOOR 2ND FLOOR REMARK ROOF TRUSS LOADING SCHEDULE FFOOTING SCHEDULE 314L 51:5-wRSA-LAM 0 w w 216L W.16'VERSA-LAN SA 24 O 16'O.C. 24 0 16'O.C. L1.J Q 316E 5Yx16'VERSA-LAM C UYE LOADS SPECIAL LOAD NOTES 2.6 0 16'Qa c LY F MARK FOOTING SZE FOOTING THICKNESS RBNFORCEMENT REMARK 320E S1CX20'VERSA-LAM SB W/MID-HEIGHT BALLOON FRAME / , TOP CHORD (SEE NOTE 1) 1. TRUSS DESIGN MUST INCLUDE UNBALANCED AND DRIFT LOAD CASES PER DESIGN LIVE LOADS BLOCKING lJ - USTED ON DWG SO.2 AND THE LIVE LOAD KEY PLAN ON DRAPING S2.3.TRUSSES SHALL BE F30 3'-0•X 3'-0' 1'-0' 4-/4 E.W.(BOT.) SEE 7/SCI J O w z z BOTTOM CHORD DESIGNED IN CONFORMANCE WITH ABC 1611.11 FOR A NET UPUFT DUE TO W1ND OF 29 PSF WITHIN SC 2x4 O 16'aG 2x4 O I6'0.G - Q LL Z Q z SEE NOTE 2 5'-0'OF THE ROOF PERIMETER AND 3 PSF WITHIN THE ROOF FIELD OVER ENCLOSED BUILDING DEAD LOADS SPACE. TRUSSES OVER PARTIALLY ENCLOSED DECK AREA SHALL BE DESIGNED FOR A NET UPLIFT F3.OA 3'-0•X 3'-0• 1'-0' 4-14 E.W.(T&B) Z J W DUE TO WIND OF 18 PSF. 1 U } TOP CHORD 7 PSF 2. BOTTOM CHORD LIVE LOAD.1 2.PSF SHALL BE CONSIDERED ONLY IN THOSE PORTIONS OF THE F4.0 4'-0'%4'-0' /'-0' S-/4 E.W.(BOL) SEE 7/54./ 2 = O BOTTOM CHORD 1D PSF ATTIC SPACE WHERE THE CLEAR HEIGHT BETWEEN THE BOTTOM CHORD AND ANY OTHER MEMBER W THE TRUSS EXCEEDS 42'. F5.0 5-0•%5'-0' 1'-0' 6-µ EW.(T&B) 3 UNBALANCED SNOW LOADS SHALL BE CONSIDERED PER MSBC SECTION 1610.5. W20 2'-0'X CONT. 1'-0• 3-05 CONE(GOT) SEE 1/54.1 F- �,RANSo4B•aa(BOT.) THIS PLAN SET IS A REDUCED SIZE SET IS NOT TO 4. DRAG TRUSSES(DT)AND GIRDER TRUSSES(GT)SHALL BE DESIGNED FOR DRAG FORCES IN THE W31 3'-10'X CONT. 1'-0' SEE 2/34.1 SEE 2/54.1 PLANE OF THE TRUSS AS INDICATED ON THE PLAN. SCALE AND HAS BEEN PROVIDED SPECIFICALLY FOR PERMITTING. FULL SIZE DRAWINGS HAVE BEEN 0f SUBMITTED AND SHOULD BE USED FOR CONSTRUCT L•u LL TITLE: COLUMN SCHEDULE STRUCTURAL DRAWING INDEX STRUCTURAL SCHEDULES, DRAWING TTILE SHEET NO. DATE REVISION LEGEND, MARK MAX SPACE IST FLOOR 2ND BOOR BASEPIATE CAP PLATE REMARK &DRAWING STRUCTURAL SCHEDULES, LEGEND AND DRAWING INDIX S0.1 08-01-2007 0 Cl GX6 PT - - ABU66 CC076-SDS2.5 SEE 8/S5.1 STRUCTURAL NOTES&SPECIFICATIONS 802 08-01-2007 0 INDEX C2 - HSS�yy, (DETAIL A/sa.J)(DEraL a/Ss.a GP-A ) SEE7/S5.1 STRUCTURAL NOTES&SPECIFICATIONS 30.3 08-01-2007 0 BP-C GP-A SIO 08�-,2007 0 DATE ISSUED: c3 - 1Hss 4x4rY - (DETAIL A/34.3)(DETAIL A/s5.4) FOUNDATION PLAN 08-0I-2007 C4 - W90x54 - BP-A _ SEE I .1 REVISION$: (DETAIL A/S4.3) AND Io I FIRST FLOOR FRAMING PLAN S21 OS-01-2007 0 cs - HSS aX4xr - IL A JL A SECOND FLOOR FRAMING PLAN S22 08-01-2007 0 (DETAIL AC5 )(DETAIL A/55.4) wRSA M - ISOLLATED° CC cOL N6 OR ROOF FRAMING PLAN 523 08-01-2007 0 C7 _ STfxSYi ABA66 0 CC 5K-6 OR ONE PIECE COL VERSA-LAM ISOLATED COL OC46 FIRST FLOOR STUD LAYOUT AND BRACING PLAN S3.1 08-01-2007 0 C8 _ (3)2x6 (3)2x6 - - SECOND FLOOR STUD LAYOUT AND BRACING PLAN S32 08-01-2007 0 e C9 - (3)2.6 - - - FOUNDATION DETAILS S4.1 08-01-2007 0 E AID _ - (3)2x6 - - FOUNDATION DETAILS S42 08-M-2007 0 DRAWN BY: BW/KEP C11 _ (4)2x4 - - - FOUNDATION DETAILS S4.3 08-01-2007 0 y¢ - � _ - _ A&M PROJECT#: ${ (3)2x6 FR MING D AETAILS S5,1 08-a-2007 0 Tzos-Ic Ct2 'V1ASA_LAM DRAWING NO.: § C13 _ *7 - - - FRAMING DETAILS S52 08-01-W07 0 VERSA-LAM _ 3 C14 sL ONE PIECE COL FRAMING DETAILS 35.3 08-01-2007 0 - FRAMING DETAILS S5.4 08-01-2007 0d . so . 1 ISSUED FOR CONSTRUCTION -AUGUST 1, 2007 GENERAL STRUCTURAL NOTES &SPECIFICATIONS A. -e ti GENERAL FOUNDATIONS WOOD CONSTRUCTION WOOD TRUSSES .41077 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF 1. THE PROJECT GEOTECHNICAL REPORT REFERENCED IN THESE DRAWINGS IS AS PREPARED BY 1. ALL WOOD MEMBERS,ENGINEERED LUMBER,AND PLYWOOD USED IN CONSTRUCTION OF THIS 1, ALL WOOD TRUSSES SHALL BE MANUFACTURED TO SUPPORT ROOF LIVE AND DEAD LOADS AS BARNSTABLE BUILDING DEPARTMENT AND THE MASSACHUSETTS STATE BUILDING CODE BRIGGS ENGINEERING&TESTING,PROJET N0.23359,DATED OCTOBER 6,2006,THE STRUCTURE SHALL BE NEW MATERIAL ALL WOOD AND ENGINEERED LUMBER MEMBERS SHALL SPECIFIED HEREIN. LIVE LOAD DEFLECTION SHALL BE LIMITED TO L/240. /Qn (MSBC),6TH EDITION. CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THIS REPORT AND ADHERE.TO ALL BE FREE FROM CRACKS,KNOT HOLES,NOTCHES AND OTHER STRUCTURAL DEFICIENCIES. GEOTECHNICAL CONSTRUCTION AND TESTING REQUIREMENTS OUTLINED WAHTIN THE REPORT. - 2. TRUSS DESIGN STANDARDS SHALL CONFORM WITH THE APPLICABLE PROVISIONS OF THE 2. DESIGN DEAD LOADS: 2. ALL WOOD MEMBERS USED FOR EXTERIOR CONSTRUCTION OR IN CONTACT WITH CONCRETE LATEST EDITION OF NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NOS), 2. ALL FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED MATERIAL OR COMPACTED (SILL PLATES)SHALL BE PRESERVATIVE TREATED(PT)LUMBER. ALL FASTENERS INCLUDING AMERICAN FOREST AND PAPER ASSOCIATION,AND DESIGN SPECIFICATIONS FOR METAL PLATE R()pF STRUCTURAL FILL HAVING A MINIMUM BEARING CAPACITY OF 1,500 PSF UNLESS OTHERWISE ANCHOR BOLTS,POWDER ACTUATED FASTENERS,NAILS,gJPS AND HANGERS ATTACHED TO CONNECTED WOOD TRUSSES(ANSI/TPI-1),TRUSS PLATE INSTITUTE(TPI),AND THE SHOWN OR INDICATED ON THE DRAWINGS NO CONCRETE FOOTINGS SHALL BE PLACED UNTIL OR THROUGH PT LUMBER SHALL BE HOT-DIP GALVANIZED STEEL OR STAINLESS STEEL IN COMMONWEALTH OF MASSACHUSETTS BUILDING CODE. V/7� ASPHALT SHINGLES 3 PSF THE BEARING VALUE OF THE SOIL ENCOUNTERED IS CERTIFIED BY A PROFESSIONAL ACCORDANCE MANUFACTURER'S RECOMMENDATIONS W PLYWOOD 2 PSF GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. ALLOWABLE 3. MANUFACTURER SHALL FURNISH DESIGN DRAWINGS BEARING THE SEAL OF A REGISTERED WOOD TRUSS FRAMING 0 24°O.C. 5 PSI" SOIL BEARING VALUE MUST TAKE INTO ACCOUNT INFLUENCE OF GROUND WATER. 3. ALL WOOD MEMBER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDED PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. DRAWINGS INSULATION 2 PSF STRUCTURAL FILL SHALL ONLY BE PLACED UPON UNDISTURBED MATERIAL CONFORMING TO PRACTICE OF THE NATIONAL FOREST PRODUCTS ASSOCIATION(NFPA)AND NATIONAL DESIGN SHALL INCLUDE DESIGN LOAD AND DEFLECTION CRITERIA SPECIFIED HEREIN AND BE . THE REQUIRED MINIMUM BEARING CAPACITY. SPECIFICATION FOR WOOD CONSTRUCTION NDS). SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. TRUSS DESIGN DRAWINGS SHALL BE 4b°GWB CEILING 3 PSI" ( ° MISC.(HVAC,ELEC.FP) L,LPSF 3. ELEVATIONS AND DEPTHS GIVEN ON THE PLAN ARE TO COMPUTED TOP OF FOOTINGS APPROVED BY BOTH THE STRUCTURAL ENGINEER AND ARCHITECT. Ix U 20 PSF BOTTOM OF FOOTING ELEVATIONS ARE MINIMUM DEPTHS,AND ARE NOT TO BE CONSTRUED 4' ALL WOW JOUSTS AND BEAMS STALL BE MINIMUM#2 HEM-FIR,OR/2 DOUGLAS FIR-LARCH SECOND FLOOR (D-F-L),OR#2 SPRUCE-PINE-FIR(S-P-F),OR BETTER. ALL LUMBER SHALL BE STAMPED 4. TRUSS DRAWINGS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING Z AS LIMITING IN ANY WAY THE AMOUNT U EXCAVATION REQUIRED TO REACH GOOD BEARING. WITH THE GRADE MARK OR AN APPROVED LUMBER TESTING OR GRADING AGENCY. Q vi NO FOOTING ELEVATIONS SHALL BE ADJUSTED WITHOUT THE WRITTEN AUTHORIZATION OF THE 1. SPAN,DEPTH,SLOPE AND SPACING OF TRUSSES FLOORING 4 PSI" ENGINEER. W=e T T;°PLYWOOD 3 PSF 5. ALL ENGINEERED WOOD PRODUCTS SPECIFIED BELOW SHALL BE AS MANUFACTURED BY BUSS 2. REQUIRED BEARING WIDTH E , I-JOISTS 016°O.C. 3 PSF ENGINEERED WOOD PRODUCTS OR AN APPROVED SUBSTITUTE ALL ENGINEERED WOOD 3. DESIGN LOADS Q � - 4. IF ENCOUNTERED,LEDGE OR ROCK STALL BE OVER EXCAVATED A MINIMUM DEPTH OF 2 FEET 4. PLATE SIZE,TYPE.GAGE,AND LOCATION OF EACH PLATE 68 CEILING 3 PSF PRODUCTS SHALL BE INSTALLED IN ACCORDANCE NTH THE DETAILS ON THESE DRAWINGS BELOW THE PROPOSED BOTTOM OF FOOTINGS COMPACTED STRUCTURAL FILL SHALL BE AND THE MINIMUM STANDARD DETAILS PROVIDED IN THE BOISE ENGINEERED WOOD PRODUCTS 5. LUMBER SIZE,SPECIES,AND GRADE z u e �� MISC.(HVAC,q.EC,FP) ` PSI" PROVIDED AS BACKFlLL ABOVE LEDGE OR ROCK AS NECESSARY TO MEET THE PROPOSED 6. LOCATION OF ANY REQUIRED CONTINUOUS BRACING W 18 PSI" BOTTOM OF FOOTING ELEVATIONS INSTALLATION WIDE AND RELEVANT TECHNICAL BULLETINS ISSUED BY BOISE 7 CALCULATED MAX.DEFLECTION UNDER LIVE AND TOTAL LOADS SECOND FLOOR DECK 5. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. IN GENERAL,ALL LAMINATED VENEER LUMBER(LVL)BEAMS VERSA-LAM 2.0E 3100 SP 8. MAXIMUM AXIAL COMPRESSIVE FORCES IN TRUSS MEMBERS EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN A MINIMUM OF 4'-0°BELOW FINISHED ENGINEERED WOOD COLUMNS VERSA-LAN 1.7E 2650 COLUMNS 9. CONNECTION REQUIREMENTS FOR ALL CORNS AND FIELD SPLICES Q e SECOND FLOOR GENERAL(ABOVE) 18 PSI" EXTERIOR GRADE. ENGINEERED WOOD STUDS VERS-STUD 1.7E 2650 10. LATERAL BRACING,BLOCKING AND STRONGBACK SIZES AND LOCATIONS _ DECK OVERFRAMING 5 PSFENGINEERED I-JOISTS BCI JOISTS(SERIES AND DEPTH PER PLAN) 5. LUMBER USED FOR TRUSS MEMBERS SHALL BE IN ACCORDANCE WITH PUBUSHED VALUES OF MEMBRANE/WATERPROOFING 2_PSP 6. CONTRACTOR SHALL CARRY OUT CONTINUOUS PUMPING OF GROUND WATER IF NECESSARY 6. I-JOISTS SHALL BE INSTALLED WITH ALL MANUFACTURER RECOMMENDED ACCESSORIES THE AME ICAN LUMBER STANDARDS COMMITTEE LUMBER SHALL BE IDENTIFIED BY GRADE 25 PSI" UNTIL SUFFICIENT DEAD LOAD HAS ACCUMULATED TO PREVENT THE FLOATING OF ANY PART INCLUDING NEB STIFFENERS,RIM BOARDS AND JOIST HANGERS SQUASH BLOCK MARK OF A LUMBER INSPECTION BUREAU. OF THE STRUCTURE. REINFORCEMENT IS REQUIRED PER MANUFACTURER DETAILS WHERE I-JOIST SUPPORT POINTS FIRST FLOOR 6. MOISTURE CONTENT OF LUMBER SHALL BE NO LESS THAN 77C AND NO GREATER THAN 19E 7. STRUCTURAL FILL STALL BE DEFINED AS FILL MATERIAL USED TO SUPPORT BUILDING AT INTERIOR BEARING WALLS ARE BENEATH LOAD BEARING WALLS ON THE UPPER LEVEL. AT TIME OF FABRICATION. ' FLOORING(TILE) 10 PSF FOUNDATIONS AND SLABS. STRUCTURAL FILL SHALL CONSIST OF WELL GRADED SAND AND I.-JOISTS BEARING ON INTERIOR WALL PLATES SHALL HAVE AN I-JOIST BLOCK INSTALLED AT �°PLYWOOD 3 PSF GRAVEL AND GRAVELY SAND,FREE FROM ICE,SNOW,ROOTS,SOD,RUBBISH,AND OTHER '-0°O.C.UNLESS MORE RESTRICTIVE BLOCKING REQUIREMENTS ARE DETAILED ON THE PLAN. 7. ALL METAL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036°(20 GAGE)AND I-JOISTS 0 16°O.C. 3 PSF DELETERIOUS OR ORGANIC MATTER,AND SHALL CONFORM TO THE MATERIAL GRADATION SHALL MEET OR EXCEED AS1M A653-94 GRADE 37,AND SHALL BE HOT DIPPED GALVANIZED SPECIFICATION IN THE REFERENCED GEOTECHNICAL REPORT. 7. MULTIPLE MEMBER,MULTIPLE PLY OR BUILT-UP BEAMS THAT ARE USED IN PLACE OF SCUD INSULATION 1 PSF SECTION MEMBERS SHALL HAVE PLIES CONNECTED IN ACCORDANCE WITH MANUFACTURER ACCORDING TO ASTM A653-94,COATING DESIGNATION DESIGNATION G-60. WORKING MISC.(HVAC,LLEC,FP) S_PSI" RECOMMENDATIONS. TE STRESSES IN STEEL ARE TO BE APPLIED TO EFFECTIVE RATIOS FOR PLATES AS DETERMINED I-�- 22 PSF CONCRE BY TEST IN ACCORDANCE WITH APPENDIX E AND F OF ANSI/TPI-1 1995. 3. DESIGN LIVE LOADS 1. ALL CONCRETE SHALL BE PROPORTIONED,MIXED AND PLACED CONFORMING TO CURRENT 8. ALL EXTERIOR WALL SHEATHING NOT SPECIFICALLY IDENTIFIED OTHERWISE AS SHEAR WALL -7 AMERICAN CONCRETE INSTITUTE(ACI)301.304 AND 308 STANDARDS THE FOLLOWING SHEATHING SHALL BE MINIMUM 15/32°THICK APA RATED SHEATHING WITH A SPAN RATING 8 EXPERIENCED PERSONNEL USING PRECISION CUTTING,TRUSSES SHALL BE FABRICATED IN A PROPERLY EQUI MANUFACTURING FACILITY BY RETAIL-FIRST FLOOR 1W PSI: CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR REVIEW: PPED PPEDJIGGI AND PRESSING EQUIPMENT AS Z OF 32/16 OR WALL-16,EXPOSURE 1.AT LEAST ONE SIDE OF ALL EXTERIOR WALLS SHALL LLI BE SHEATHED.SHEATHING SHALL BE ORIENTED WITH LONG SPAN OFTHE SHEET VERTICAL OR SPECIFIED BY THE REQUIREMENTS OF ANSI/TPI-1 1995.SECTION 4. ALL TRUSS MEMBERS RETAIL-UPPER FLOOR 75 PSF SHALL BE CUT TO ACCURATE LENGTHS AND ANGLES TO ASSURE PROPER FITTING JOINTS PARALLEL AI THE SUPPORTING STUDSW, WALL SHEATHING SHALL BE FASTENED NTH EDGES /TPI-1 1995,SECTION 4.OFFICE 50 PSI" GENERAL STRUCTURAL CONCRETE COMMON NAILS OR APPROVED SORE AT A MAXIMUM 6°O.C.AROUND ALL DIRECT EDGES WITHIN TOLERANCES SET FORTH IN ANSI w LIGHT STORAGE LANDINGS/EGRESS IOU PSF AND 12°O.C.ON ALL INTERIOR SUPPORTS SEE SHEAR WALL AND DIAPHRAGM NOTES FOR > LIGHT STORAGE 125 PSF 28-DAY STRENGTH(MIN) 4,000 PSI 9. TRUSSES SHALL BE HANDLED,STORED,AND INSTALLED IN A MANNER THAT LIMITS LATERAL ADDITIONAL EXTERIOR WALL SHEATHING REQUIREMENTS BALCONIES/DECKS 1OI) PSF COARSE AGGREGATE(MAX) �° STRAIN TO THE TRUSS DURING INSTALLATION TRUSSES SHALL BE IN ACCORDANCE WITH ELEVATOR MACHINE ROOM 50 PSF(300#/4 SO.IN.ANYWHERE) WATER CEMENT RATIO(w/c) 0.44 HANDUNG,INSTALLING AND BRACING WOOD TRUSSES(HIB-91�TPI,AND ANSI TPI-1 1995. O (n ROOF(ZONE 1,Pf=25 PSF) 25 PSF AIR ENTRAINMENT 6X 9. ALL WOOD STRUCTURAL PANEL SHALL BE OF A HEAR WALLESS,GRADE AND SPAN RATING W H- SLOPE FACTOR(Cs,8 PITCH) 0.91 INDICATED ON THE DRAWINGS AND WITHIN THE SWEAR WALL AND DIAPHRAGM NOTES. ALL Lv W W000 STRUCTURAL PANELS SHALL BE STAMPED N17H THE APA GRADE TRADEMARK AND 10. ALL TRUSSES MUST UI SECURELY BRACED BOTH DURING ERECTION AND AFTER PERMANENT W Q SLOPE ROOF SNOW LOAD(Ps) 23 PSI" INTERIOR SLAB-ON-GRADE(NO AIR) RADNC. INSTALLATION IN A BUILDING IN ACCORDANCE WITH BRACING MOOD TRUSSES COMMENTARY UNBALANCED SNOW(1.5:Ps) 34.5 PSF AND RECOMMENDATIONS(BWT-76)AS PUBLISHED BY THE TRUSS PLATE INSTITUTE C C 28-DAY STRENGTH(MIN) 4,000 PSI ERECTION BRACING SHALL HOLD TRUSSES STRAIGHT AND PLUMB AND IN SAFE CONDITION (AND DRIFTING LOADS IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE) 10. ALL WOOD MEMBERS SHALL BE PRE-DRILLED PRIOR TO INSTALLATION OF BOLTS OR LAGS UNTIL DECKING AND PERMANENT TRUSS BRACING HAS BEEN FASTENED FORMING A U U) COARSE AGGREGATE(MAX) V STRUCTURALLY SOUND ROOF FRAMING SYSTEM. ALL ERECTION AND PERMANENT BRACING 4. MIND LOADS: WATER CEMENT RATIO(w/c) 0.42 11. PROVIDE STANDARD JOIST HANGERS BY SIMPSON STRONG-TIE OR AN APPROVED SUBSTITUTE J O Z Z ON ALL JOIST ENDS THAT DO NOT BEAR ON WALLS OR BEAMS. SHALL BE INSTALLED AND ALL TRUSSES PERMANENTLY FASTENED BEFORE APPLICATION OF W W BASIC WIND SPEED 90 MPH 2. REINFORCING STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE NTH ASTM A615,GRADE ANY LOADS. PERMANENT STRUCTURAL CROSS-BRACING TO ENSURE OVERALL RIGIDITY OF Q z W z EXPOSURE (� C 60. ALL DETAILS SHALL 8E IN ACCORDANCE WITH ACI DETAIL STANDARD ACI 31S 12. ALL JOIST HANGERS COLUMN CAPS COLUMN BASES HOEDOWNS,METAL CONNECTOR PLATES THE ROOF SYSTEM SHALL BE IN ACCORDANCE WITH BOTH THE ARCHITECTURAL AND z J U } BUILDING DRIFT LIMIT H/400 AND OTHER ENGINEERED WOOD CONNECTION PRODUCTS SHALL BE AS MANUFACTURED BY ENGINEERING PLANS FOR THE BUILDING STRUCTURE SEE TRUSS DESIGN DRAWINGS FOR ANY _ 28 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 SPECIFICATIONS FOR WELDED STEEL SIMPSON STRONG-TIE CO.,INC.OR AN APPROVED SUBSTITUTE ALL PRODUCTS SHALL BE ADDITIONAL SPECIAL BRACING REQUIREMENTS MATERIALS USED IN BRACING ARE OTHERWISE C }. O REFERENCE MIND PRESSURES: P FEET=21 INSTITUTE. INSTALLED IN STRICT ACCORDANCE NTH ALL OF THE MANUFACTURER'S RECOMMENDATIONS NOTED IN THESE SPECIFICATIONS. TEMPORARY BRACING SHALL BE INSTALLED AS C = NET ROOF UPLIFT(NBC 1611.11) PSI"w/IN 5'PERIMETER WIRE FABRIC AND PLACED IN ACCORDANCE PITH THE WELDED STEEL WIRE NECESSARY TO RIGIDLY BRACE THE ROOF STRUCTURE HORIZONTALLY UNTIL PLYWOOD ROOF 18 SF PSFFR OF OAL R OF FIELD VER UNENCLOSED 4. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: 13. ALL WOOD FRAMING SHALL BE FASTENED IN ACCORDANCE WITH THE FASTENING SCHEDULE IN SHEATHING IS COMPLETELY INSTALLED. w TABLE 2305.2 OF THE MSBC OR AS INDICATED IN THESE DRAWINGS,THE MORE STRINGENT 11 TRUSS PROFILES ILLUSTRATED IN THE TRUSS SCHEDULE ARE PROVIDED TO INDICATE GENERAL f- 5. EARTHQUAKE LOADS FOOTINGS 3° SHALL APPLY. SHEAR WALL AND DIAPHRAGM ASSEMBLIES SHALL BE FASTENED IN ROOF PROFILE AND BEARING POINTS. IT STALL BE THE RESPONSIBILITY OF THE TRUSS FOUNDATION WALLS 2° ACCORDANCE KITH THE SHEAR WALL AND DIAPHRAGM FASTENING SCHEDULES ON THESE MANUFACTURER TO SUBSTITUTE OR ADD TRUSS HALL PROFILES AS REWIRED TO ADEQUATELY SEISMIC HAZARD EXPOSURE GROUP I SLABS-ON-GRADE 2° FRAME ROOF TO THE LIMITS SHOWN ON THE DRAWINGS. THE TRUSS MANUFACTURER SHALL SEISMIC PERFORMANCE CATEGORY C DESIGN AND LAYOUT DIAGONAL MEMBERS IN THE MOST STRUCTURALLY EFFICIENT RESPONSE MODIFICATION FACTOR,(R) 6.5 5. PROVIDE AND INSTALL NECESSARY TIE BARS,SPACER BARS CHAIR BARS AND BOLSTERS AS 14. ALL JOISTS SHALL BE PROVIDED WITH ONE LINE OF BRIDGING FOR EACH 8 FEET OF SPAN. CONFIGURATION TO SATE THE ROOF PROFILE AND TRUSS TYPE THE DIAGONALS SHOWN DEFLECTION AMPUFlCATION FACTOR,(Cd) 4 REQUIRED TO MAINTAIN STEEL IN A RIGID POSITION PRIOR TO PLACING CONCRETE. ALL BRIDGING SHALL CONSIST OF METAL CROSS,WOOD CROSS(1X3 MIN)OR 2X SOLID BLOCKING WITHIN THE TRUSS SCHEDULE SHALL BE CONSIDERED APPROXIMATE UNLESS SPECIFICALLY PEAK VELOCITY ACCELERATION,(Av) 0.12 SUPPORTS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS OF CRSI"RECOMMENDED OF EQUAL DEPTH TO THE JOIST. NOTED OTHERWISE IN EITHER OF THE ARCHITECTURAL OR STRUCTURAL DRAWINGS L.I..I SEISMIC COEFFICIENT(A.) 0.12 PRACTICE FOR PLACING REINFORCING BARS'. 15. FRAMED OPENINGS SHALL HAVE AT LEAST 1 TRIMMER AND 1 KING STUD ON EACH SIDE OF SOIL PROFILE TYPE,(S) 1.5 6. WHERE CONTINUOUS BARS ARE CALLED FOR,INDICATED,OR REQUIRED,THEY SHALL BE RUN THE OPENING IN NON-LOAD BEARING WALLS AND UP TO 4'-0°OPENINGS IN LOAD BEARING 6. FLAT ROOFS ARE ASSUMED TO HAVE CONTROLLED DRAINAGE PROVISIONS AND SHALL BE CONTINUOUSLY AROUND CORNERS,LAPPED AT NECESSARY SPLICES,SPUCES STAGGERED, WALLS. FOR OPENINGS IN LOAD BEARING WALLS 4'-0°AND WIDER.AT LEAST 2 TRIMMERS EQUIPPED WITH A SECONDARY DRAINAGE SYSTEM AT A HIGHER ELEVATION WHICH PREVENTS WHEREVER POSSIBLE,AND HOOKED AT DISCONTINUOUS ENDS. AND 2 KING STUDS ON EACH END SHALL BE PROVIDED UNLESS NOTED OTHERWISE IN THE SPECIAL FOUNDATION CONSTRUCTION TITLE: PONDING ON THE ROOF ABOVE THAT ELEVATION. THE SECONDARY DRAINAGE MUST BE SET DRAWINGS PROVIDE HORIZONTAL BLOCKING AND STRAPPING AT OPENING HEADS AND SILLS SO THAT THE MAXIMUM DEPTH OF WATER THAT CAN POND ON THE ROOF DURING THE 7• SLABS SHALL BE PLACED TO A FLATNESS/LEVELNESS OF A'IN 10 FEET. ALL INTERIOR IN ACCORDANCE WITH DETAIL H/S5.3 WHERE THE OPENING IS DESIGNATED WITHIN A 1_ REFER TO THE PROJECT GEOTECHNICAL REPORT REFERENCED IN FOUNDATION NOTE#1 FOR DESIGN RAINSTORM IS 2'AT ANY POINT ON THE ROOF. SLABS SHALL RECEIVE A STEEL TROWEL FINISH AND ALL EXTERIOR SLABS SHALL RECEIVE A PERFORATED SHEAR WALL(PSW). ADDITIONAL INFORMATION. EXCAVATION AND DE-WATERING SHALL BE CONDUCTED IN BROOM/FINISH. INTERIOR SLABS-ON-GRADE SHALL BE PLACED ON A 6 MIL POLYETHYLENE ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. STRUCTURAL 7. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL.ARCHITECTURAL, VAPOR BARRIER. 16. PROVIDE COLLAR TIES ON CONVENTIONAL RAFTER FRAMING OF AT LEAST 1X6 BOARDS MECHANICAL,AND ELECTRICAL DRAWINGS,AND SPECIFICATIONS LOCATED AT A DISTANCE OF JS OF THE RIDGE HEIGHT DOWN FROM THE RIDGE BEAM AND A 2. THE PROPOSED FOOTING ELEVATIONS AND PROXIMITY OF PROPOSED CONSTRUCTION TO THE NOTES& 8. CONTRACTION JOINTS SHALL BE USED TO DIVIDE SLABS-ON-GRADE INTO RECTANGULAR MAXIMUM SPACING OF 48°O.C. EXISTING BUILDING,ACTIVE DRIVEWAY AND SITE BOUNDARIES WILL REQUIRE A TEMPORARY B. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD,AND ANY DISCREPANCIES PANELS. CONTRACTION JOINTS SHALL BE SAWED ALONG ALL COLUMN LINES UNLESS EXCAVATION SUPPORT SYSTEM AT THE PERIMETER OF EXCAVATION. THE CONTRACTOR SHALL SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE OTHERWISE NOTED ON THE CONTRACT DRAWINGS. JOINTS MAY BE SAWED AS SOON AS 17,ALL PARTITIONS PARALLEL TO JOISTS SHALL BE SUPPORTED AT THEIR BASE BY A DOUBLE RETAIN A QUALIFIED SUB-OONTRACTOR/ENGINEER TO EVALUATE THE PROPOSED FOUNDATION PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. PRACTICAL NOT TO DAMAGE CONCRETE AND SHALL BE SAWED NO LATER THAN 24 HOURS - JOIST DIRECTLY UNDER THE PARTITION OR WHERE THE PARTITION FALLS BETWEEN JOISTS,2X GEOMETRY AND DESIGN THE EXACT ALIGNMENT,LENGTH AND TYPE OF EXCAVATION SUPPORT AFTER CONCRETE PLACEMENT. BLOCKING TO MATCH JOIST DEPTH BETWEEN JOISTS AT A SPACING NOT TO EXCEED 24°O.C. SYSTEM REQUIRED TO ACHIEVE ADEQUATE SUPPORT OF EARTH PRESSURES AND SURCHARGES 9. UNLESS OTHERWISE NOTED,DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED FOR THIS APPLICATION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH TYPICAL FOR ALL SIMILAR CONDITIONS 9. SLAB-ON-GRADE CONSTRUCTION JOINTS SHALL BE KEYED JOINTS AND UTILIZED AS IS. ALL BUILT-UP BEAMS,ENGINEERED WOOD BEAMS,AND GIRDER TRUSSES MUST BE DESIGN DRAWINGS THAT INDICATE ALL ELEMENTS OF THE EXCAVATION SUPPORT SYSTEM FOR CONTRACTION JOINTS WHEN APPROPRIATE CONSTRUCTION JOINTS SHALL BE SAWCUT THE SUPPORTED BY POSTS WITHIN THE WALL FRAMING THAT ARE DIRECTLY ALIGNED WITH THE REVIEW PRIOR TO COMMENCEMENT WITH CONSTRUCTION. ALL WORK STALL BE COMPLETED DATE ISSUED: TO.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTIUTY COMPANIES,ANY SAME AS WOULD A CONTRACTION JOINT. BEAM OR GIRDER TRUSS ABOVE. ALL BUILT-UP BEAMS OF 2X CONVENTIONAL FRAMING UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF PERMITTING AGENCIES,AND"DIG-SAFE'(1-888-344-7233)AT LEAST 72 HOURS IN MEMBERS SHALL BE SUPPORTED BY AT LEAST THE SAME NUMBER OF BUILT-UP STUDS ALL MASSACHUSETTS OB-0T-2005 ADVANCE OF ANY WORK THAT WILL REQUIRE EXCAVATION. 10. FOUNDATION WALL CONTROL JOINTS IN BASEMENT AND RETAINING WALLS SHALL BE I- ENGINEERED WOOD BEAMS AND GIRDER TRUSSES MUST BE SUPPORTED BY A MINIMUM OF A REVISIONS: CHAMFERED JOINTS(BOTH SIDES)AND SPACED AS SHOWN ON THE PLAN,25'-0°O.C. 3-PLY BUILT-UP STUD OR THE NUMBER OF STUDS REQUIRED TO MEET OR EXCEED THE 3. THE BUILDING IS LOCATED IN A FLOOD-HAZARD ZONE(ZONE A9,BASE FLOOD ELEVATION- 11.BUILDING ELEVATIONS ARE REFERENCED FROM CIML/SITE DRAWINGS,CONFIRM ALL MAXIMUM. CONSTRUCTION JOINTS SHALL BE KEYED JOINTS AND MAY OCCUR AT ANY WIDTH OF THE FRAMING MEMBER ABOVE,WHICHEVER IS LARGER. WHERE SOLID OR 10 FEET)AS DEFINED BY THE MSBC AND THE COMMUNITY FLOOD INSURANCE RATE MAP ELEVATIONS PRIOR TO CONSTRUCTION. CONTROL JOINT LOCATION. MAXIMUM SPACING OF CONSTRUCTION JOINTS SHALL BE 1OW-0° ENGINEERED POSTS ARE SHOWN ON THE DRAWINGS,THOSE SHALL BE CONSIDERED TO (FIRM). THE MINIMUM CRITERION FOR FLOODWATER EQUAUZATION OF MSBC SECTION 3107.5.3 O.C.. SATISFY THE MINIMUM POST REQUIREMENTS. HAVE BEEN SHOWN ON THESE DRAWINGS THE FOLLOWING INFORMATION WAS USED TO 11. MINIMUM PIER REINFORCING SHALL BE 1X;OF THE PIER AREA,UNLESS OTHERWISE NOTED. 19. ALL POSTS SHALL BE CARRIED DOWN TO FOUNDATIONS JOIST CAVITIES WITHIN THE FLOOR CALCULATE THE MINIMUM OPENING REQUIREMENTS: THAT FALL IN LINE WITH POSTS SHALL BE BLOCKED SOLID BETWEEN THE TOP PLATE OF THE ENCLOSED AREA SUBJECT TO FLOODING REQUIRED: 2.585 SQ.FT. 12. HOT WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 305 SHALL BE PERFORMED IN WALL BELOW TO THE UNDERSIDE OF THE SOLE PLATE ABOVE MINIMUM TOTAL NET AREA OF OPENINGS REQUIRED: 2.595 SQUARE INCH ACCORDANCE WITH ACI 305. q 20.CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE NUMBER OPENINGS PROVIDED: 4(2 REQUIRED) yt 13. COLD WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 306 SHALL BE PERFORMED IN BUILDING PLUMB AND TRUE THE BRACING SHALL REMAIN IN PLACE UNTIL ALL THE LOAD ROOD VENT(MODEL} SMARTVENT(1540-550) ¢ MAX.ENCLOSED AREA SUBJECT TO FLOODING(PROVIDED): 3200 SQ.FT.ACCORDANCE NTH AC 306. BEARING AND SHEAR WALLS ARE COMPLETELY SHEATHED,CONNECTED AND ANCHORED, MAX PRAWN BY: �!,L (800 SQ.FT.PER UNIT,SEE SMARTVENT DOCUMENTATION) BW/KEP d5 14. WHEN CONCRETE PLACEMENT IS TO OCCUR DURING HOT OR COLD WEATHER CONDITIONS AS 21. CUTTING AND NOTCHING SHALL BE AVOIDED WHEREVER POSSIBLE. WHEN ABSOLUTELY 4. THE CRAWL SPACE BASE HAS BEEN DESIGNED TO RELIEVE HYDROSTATIC PRESSURES DUE TO DEFINED BY ACI 305 OR 306,THE CONTRACTOR SHALL SUBMIT PROPOSED CURING METHODS NECESSARY,CUTTING AND NOTCHING OF STRUCTURAL FRAMING AND LOAD BEARING A&M PROJECT#: RISING GROUND WATER BENEATH THE CRAWL SPACE DURING A FLOOD EVENT AT OR ABOVE 1203-19 TO THE STRUCTURAL ENGINEER FOR REVIEW AT LEAST 10 DAYS IN ADVANCE OF THE ASSEMBLIES SHALL SE UNITED 8Y THE PROVISIONS OF SECTION 2305.3 OF THE MSBC, ELEVATION 5'-2°WATER WILL BE UNIMPEDED FROM PASSING INTO THE CRAWL SPACE LEVEL PROPOSED CONCRETE PLACEMENT DATE. IT IS THE RESPONSIBILITY DURING OF THE CONTRACTOR TO THROUGH THE OPEN CRUSHED STONE BASE. DRAWING NO.: ENSURE THAT WRING METHODS ARE WORKING EFFECTIVELY DURING THE SPECIFIED DURATION OF CURING THE CONTRACTOR IS RESPONSIBLE FOR PROPER CURING OF THE CONCRETE ' 5. ALL MATERIALS USED IN CONSTRUCTION 6 THE STRUCTURE AT OR BELOW THE BASE FLOOD ELEVATION(BFE)10.0 FEET SHALL BE FLOOD RESISTANT MATERIALS PER 780 CMR 3107.8. 15. WATERLE STRIP CONSTRUCTION JOINT SEALANT BUILDING MATE)TYPE WGROUP OPS SHALL BE SEE ALSO FEMA FLOOD RESISTANT MATERIALS REQUIRMENTS FOR BUILDINGS LOCATED IN SO . 2 WATERSTOP R% C MANUFACTURED LL BETCO BUILDING MATERIALS GROUP OR AN APPROVED SPECIAL FLOOD HAZARD AREAS TECHNICAL BULLETIN 2-93.FOR ADDITIONAL GUIDANCE ON SUBSTITUTE. PVC WATERSTSPS SHALL BE 9°WIDE AND L°(MIN)THICK AS MANUFACTURED MATERIAL CLASSIFICATIONS. BY E HEAT REAK CROUP INC.OR AN APPROVED SUBSTITUTE ALL PVC MMENDWATERSTOPSION SHALL HAVE HEAT FUSED SPLICES IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS - - n� L S GENERAL STRUCTURAL NOTES &SPECIFICATIONS ABBREVIATIONS 2 6 AB ANCHOR BOLT ' STRUCTURAL TESTCNQ AND INSPECTION Ad AMERICAN CONCRETE INSTITUTE SHEAR PANEL AND DIAPHFL4CdM STRUCTURAL STEEL ACT ADDITIONAL yW 1, SHEAR PANEL 2.TYP '<: 1. ALL DIMENSIONS AND LOCATIONS OF STRUCTURAL STEEL ARE TO BE VERIFIED IN THE FIELD 1. ALL TESTING AND SPECIAL INSPECTIONS SHALL BE PERFORMED BY APPROVED INDEPENDENT AFF ABOVE FINISH FLOOR PRIOR TO SUBMISSION OF SHOP DRAWINGS. LABORATORIES UNDER THE SUPERVISION OF PROFESSIONAL ENGINEERS REGISTERED IN THE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION WALL SHEATHING SHALL BE MINIMUM 15/32'THICK APA RATED WOOD STRUCTURAL PANEL COMMONWEALTH lP MASSACHUSETTS,IN ACCORDANCE N1TH CHAPTER 17 OF THE AN AMERICAN IRON AND STEEL INSTITUTE MASSACHUSETTS STATE BUILDING CODE,6TH EDITION. T_HE OWNER SHALL OBTAIN AND PAY ANSI AMERICAN NATIONAL STANDARDS INSTITUTE 2. ALL STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE MOST CURRENT ASTM ARCH ARCHITECTURAL WITH A MINIMUM SPAN RATING OF 32/16 OR WALLORD EXPOSURE 1. THE SIDE OF WALLS DESIGNATIONS INDICATED. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH FOR TESTS ANO INSPECTIONS Ac CN I EO FOR HERE UNDER. ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS INDICATED ON THE PLAN STALL BE SHEATHED ACCORDING TO OR SCHEDULE SHEATHING THE AISC MANUAL SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET VERTICAL OR PARALLEL TO THE SOIL TESTING-p GEOTECHNICAL EVALUATION STALL BE PREPARED FOR THIS PROJECT, BCX BOTTOM CORD EXTENSION SUPPORTING STUDS WHERE HORIZONTAL PANEL SEAMS DO NOT FALL ON SUPPORTING 3. STRUCTURAL W-SECTIONS SHALL HAVE A SERIAL DESIGNATION OF ASTM A99Z MINIMUM REFER TO FOUNDATION NOTE f1.A GEOTECHNICAL ENGINEER LICENSED IN THE BF BOTTOM FACE MEMBERS,MIN 2X BLOCKING SHALL BE PROVIDED. WALL HEIGHTS OVER 96'WILL REQUIRE YIELD STRENGTH 50 KSI. COMMONWEALTH OF MASSACHUSETTS SHALL BE RETAINED TO PREPARE AND EXECUTE A BFF BELOW FINISH FLOOR HORIZONTAL BLOCKING OR SPECIAL ORDER OF LONGER PANELS SHEATHING SHALL BE TESTING AND INSPECTION PROGRAM RELATED TO THE SITE EXCAVATION AND BACKFIWNG BFG BELOW FINISH GRADE FASTENED ACCORDING TO THE SHEAR WALL SCHEDULE ON DWG S0.1. 4. STRUCTURAL PIPE SHALL CONFORM TO THE ASTM'STANDARD SPECIFICATION FOR PIPE, ACTIVITIES. THE GEOTECHNICAL ENGINEER SHALL CONDUCT AN EVALUATION OF UNDISTURBED BLDG BUILDING STEEL.BLAB(AND HOT-DIPPED,ZINC-COATED,WELDED AND SEAMLESS'SERIAL DESIGNATION SOIL SUBGRADES AND MONITOR THE PLACEMENT AND COMPACTION OF STRUCTURAL FILL ELK BLOCKING 2. SLOPED ROOF DIAPHRAGM SHEATHING: CONTRIBUTING TO THE SUPPORT OF THE 9.A8-ON-GIRADE. ERG BEARING A53,GRADE B.MINIMUM YIELD STRENGTH 35 KSI. ROOF SHEATHING SHALL BE 191 THICK APA RATED WOOD STRUCTURAL PANEL W1TH A COMPACTION TESTING-ALL BACKFlLL SHALL BE COMPACTED TO 95X OF THE MAXIMUM DRY BTW BETWEEN C4 L3 SHEATHING SHALL BE ORIENTED WITH LONG SPAN O SPAN RATING OF 32/16,EXPOSURE 1. F 5. STRUCTURAL TUBING SHALL CONFORM TO THE ASTM'STANDARD SPECIFICATION FOR DENSITY,AS DETERMINED BY ASTM D1557,METHOD C OR AS REQUIRED BY THE C COMPRESSION THE SHEET PERPENDICULAR TO THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND GEOTECHNICAL REPORT. CANT CANTILEVER BY 4'-0'O.C. ROOF SHEATHING SHALL BE FASTENED NTH YOGI COMMON NAILS AT A SHAPES'SERIAL DESIGNATION A500,GRADE B,MINIMUM YIELD STRENGTH 46 KSI. CJ CONTROL OR CONSTRUCTION JOINT MAXIMUM 6'O.C.AROUND ALL DIRECT EDGES AND 12'O.C.ON ALL INTERMEDIATE CONCRETE TESTING-CYLINDER TESTS AND SLUMP TESTS SHALL BE MADE FOR EACH 30 CL CENTER LINE ' 6. ALL OTHER MISCELLANEOUS STRUCTURAL STEEL INCLUDING BUT NOT LIMITED TO,ANGLES, YARDS OR PORTION THEREOF CUR GEAR F;, - O SUPPORTS SHEATHING MUST BE CONTINUOUS BENEATH ALL OVERFRAMED ROOF AREAS OR TEES 01ANNELS,AND PLATES SHALL CONFORM TO THE ASTM'STANDARD SPECIFICATION ( )OF CONCRETE PLACED. CYLINDER TESTS SHALL BE IN ACCORDANCE WITH ASTM CJ9. SLUMP TESTS STALL BE IN ACCORDANCE WITH ASTM C143. CMU CONCRETE MASONRY UNIT �S d: 9FRR DORMERS. FOR SHEATHING SPANS OF 24'OR GREATER,PANEL SHEATHING CUPS SHALL BE FOR STRUCTURAL STEEL'SERIAL DESIGNATION A36,MINIMUM YIELD STRENGTH 36 KSI. CONCRETE SLUMP SHALL NOT EXCEED}7 2 FOR SIBS-ON-GRADE AND 4-1/2'FOR ALL COL COLUMN INSTALLED MID-SPAN BETWEEN EACH RAFTER OR ROOF TRUSS ON ALL PANEL SEAMS NOT / CONIC CONCRETE z UJ DIRECTLY SUPPORTED BY BLOCKING CUPS SHALL BE PSCL AS MANUFACTURED BY SIMPSON OTHER STRUCTURAL CONCRETE. i 7. ALL SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE BOLTED WHERE CONST CONSTRUCTION W O s: STRONG-TIE OR AN APPROVED SUBSTITUTE CONT CONTINUOUS E EVER POSSIBLE EXCEPT AS SPECIFICALLY DEFINED OTHERWISE HEREIN. BOLTS SHALL WELD TESTING-ALL WELDS MUST BE INSPECTED AND/OR TESTED IN ACCORDANCE PATH THE OORD COORDINATE "3 _ 3. FLOOR DIAPHRAGM SHEATHING CONFORM TO THE ASTM'STANDARD SPECIFICATION FOR STRUCTURAL BOLTS'SERIAL 6TH EDITION OF MASSACHUSETTS STATE BUILDING CODE,7BO CMR 1705.5.3.2 AND SECTION 6 CCOO CONCRETE REINFORCING STEEL INSTITUTE DESIGNATION F1852(A325TC),SHALL BE 3/4'DIAMETER,AND HAVE STANDARD HOLES OF OF THE AWS D1.1. AT LEAST 25%OF ALL WELDS MUST BE VERIFIED BY NONDESTRUCTIVE g _ FLOOR SHEATHING SHALL BE 23/32'THICK ADVANTECH VIP+WOOD STRUCTURAL PANEL AS 13/16-DIAMETER,UNLESS DESIGNATED DIFFERENTLY IN THE STRUCTURAL DETAILS OR TESTING, DEL DOUBLE MANUFACTURED BY HUBER ENGINEERED WOODS LLC OR AN APPROVED SUBSTITUTE PANELS SECTIONS 08 DROP BEAM SHALL BE TONGUE AND GROOVE TYPE,HAVING A SPAN RATING OF 48/24. SHEATHING INJECTION ADHESIVE ANCHORS-THE INSTALLATION OF ALL INJECTION ADHESIVE ANCHORS OFT DRY FILM THICKNESS SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET PERPENDICULAR TO THE SUPPORTING B. ALL MOMENT CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR AT EACH LOCATION AT SHEARWALL HOEDOWNS MUST BE WITNESSED BY THE INDEPENDENT TESTING AGENCY. DIA DIAMETER MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-0'O.C. FLOOR SHEATHING SHALL BE INDICATED IN THE CONTRACT DRAWINGS. THE CONNECTION SHALL BE DESIGNED IN DOCUMENTATION OF THE ANCHOR DIAMETER,HOLE DIAMETER,EMBEDMENT DEPTH,TYPE OF DIAG DIAGONAL SET IN A CONSTRUCTION ADHESIVE ON SUPPORTING MEMEBERS AND FASTENED WITH 10d ACCORDANCE WITH THE AISC PROVISIONS FOR ORDINARY MOMENT FRAMES OF STEEL TO EPDXY USED,TYPE OF DRILL BIT USED AND CONFIRMATION OF PROPER HOLE CLEANING DIM DIMENSION COMMON NAILS AT A MAXIMUM 6'O.C.AROUND ALL DIRECT EDGES AND ALL INTERMEDIATE DEVELOP THE FULL MOMENT INDICATED AT EACH CONNECTION LOCATION. THE MOMENTS SHALL BE MADE AT EACH ANCHOR LOCATION. IT DRAG TRUSS SUPPORTS INDICATED ON THESE DOCUMENTS ARE UNFACTORED MOMENTS DUE TO LOAD COMBINATIONS DWG DRAWING INCLUDING WIND OR SEISMIC. A)S STRESS INCREASE IS PERMITTED FOR DESIGN. 2. CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER WITH MINIMUM THREE(3)WORKING EA EACH DAYS NOTICE PRIOR TO PLACING CONCRETE TO ENABLE THE STRUCTURAL ENGINEER TO 4. REFER TO SHEAR WALL SCHEDULE AND A/S5.3 FOR ADDITIONAL FRAMING REQUIREMENTS. EF EACH FACE 9. ALL SHEAR CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR AT EACH LOCATION EXAMINE THE IN-PLACE CONCRETE REINFORCEMENT AND FORMWORK. EL ELEVATION WHERE THEY ARE REWIRED,INDICATED OR OTHERWISE,IN THE CONTRACT DRAWINGS THE 5. ALL SHEAR PANEL AND DIAPHRAGM SHEATHING STALL BE APPLIED DIRECTLY TO THE FACE CONNECTION SHALL BE DESIGNED IN ACCORDANCE WITH THE AISC MANUAL TO DEVELOP END 3, CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER WITH MINIMUM THREE(3)WORKING EN EDGE NAIL CJ� OF FRAMING MEMBERS IN ACCORDANCE WITH THE SHEAR WALL SCHEDULE OR DIAPHRAGM REACTIONS BASED ON ALLOWABLE,UNIFORMLY DISTRIBUTED LOAD(UDL)TABLES(MANUAL OF DAYS NOTICE PRIOR TO COVERING BEM STRUCTURAL COMPONENTS.SYSTEMS OR FASTENINGS EOD EDGE OF DECK F- REQUIREMENTS. FURRING STRAPPING AND ADDITIONAL LAYERS OF SHEATHING MAY NOT BE EOS EDGE OF SLAB STEEL CONSTRUCTION,ASD,PG.2-89 THRU PG.2-140). WHERE REACTIONS ARE STRUCTURAL COMPONENTS INCLUDE,BUT ARE NOT LIMITED TO. WOOD TRUSSES,WOOD PLACED BETWEEN THE LISTED SHEAR PANEL SHEATHING AND THE FACE OF THE FRAMING MEMBER. IF A FIRE RATING REWIRES ADDITIONALEQ EQUAL LAYERS OF SHEATHING,THEY SHALL BE SPECIFICALLY IDENTIFIED ON THESE DRAWINGS,THEY SHALL BE USED FOR CONNECTION FRAMING,STRUCTURAL STEEL FRAMING,WALL,FLOOR AND ROOF SHEATHING AND EW EACH WAY W APPLIED ON TOP OF THE SHEAR PANEL SHEATHING AFTER AN INSPECTION IS MADE OF THE DESIGN INSTEAD OF THE UDL TABLES. FASTENINGS,AND CONCRETE REINFORCEMENT. E EXISTING C BASE SHEAR PANEL 10.BEAM SHEAR CONNECTIONS FRAMED INTO THE FACE OF HOLLOW STRUCTURAL SECTIONS 4. CONTRACTOR SHALL COORDINATE TEST SCHEDULING WITH OWNER AND ENGINEER PRIOR TO EXF EXTERIOR G 6. UNLESS NOTED OTHERWISE ON THE DRAWINGS,PROVIDE AT LEAST 2-2X BUILT-UP STUDS (HSS)SHALL BE DESIGNED IN ACCORDANCE PATH THE CURRENT EDITION OF THE AISC COMMENCEMENT OF ANY CONSTRUCTION. FB FLUSH BEAM w (WIND POST)AT THE ENDS OF EACH SHEAR WALL SHOWN ON THE PLAN. ALL HOLDOWNS HOLLOW STRUCTURAL SECTIONS-CONNECTIONS MANUAL',CHAPTER 4. FD FLOOR DRAIN ' 5. THE TESTING AGENCY MUST PROVIDE A COPY OF RESULTS FROM ANY AND ALL TESTING AND FDN FOUNDATION AND METAL STRAPS MUST BE ALIGNED AND CONNECTED TO THE SAME WIND POSTS WITHIN 11 FITTED,FULL-DEPTH WEB STIFFENERS SHALL BE PROVIDED AT ALL BEAMS AND GIRDERS INSPECTION OF THE STRUCTURAL SYSTEM DIRECTLY TO THE STRUCTURAL ENGINEER OF FFE FINISH FLOOR ELEVATION SUPPORTING COLUMN LOADS OR SPANNING OVER COLUMNS WEB STIFFENERS STALL BE RECORD FOR REVIEW. FLR FLOOR W THE WALL f- 7. ALL SHEAR PANELS SHALL EXTEND FROM SLL OR SOLE PLATE OF WALL TO ROOF INSTALLED ON EACH SIDE OF BEAMS AND GIRDERS AND SHALL BE EQUAL TO THEIR WEB FOC FACE OF CONCRETE N W Q DIAPHRAGM SHEATHING. AT INTERIOR SHEAR WALLS SHEATHING SPECIFIED AT THE UPPER THICKNESSES FOS FACEFACE OF MASONRY W SHOP DRAWINGS OF FLOOR LEVEL IS REWIRED TO EXTEND INTO THE ATTIC UNTIL IT INTERCEPTS THE UNDERSIDEFS FAR SIDE STUD Lv OF THE ROOF SHEATHING. SEE DETAILS A/S5.3 AND B/S5.2. THIS REQUIREMENT I . 0.S WAIVED 12.WELDED CONSTRUCTION STALL COMPLY WITH THE AWS CODE FOR PROCEDURE,APPEARANCE, 1 SHOP DRAWINGS FOR WOOD TRUSSES,WOOD STRUCTURAL PAN ENGINEERED WOOD AND QUALITY OF WELDS AND METHODS USED IN CORRECTING WELDED WORK FT FOOT WHERE A DRAG TRUSS(OT)DIRECTLY ABOVE AND PARALLEL TO THE SHEAR WALL IS PRODUCTS,STRUCTURAL STEEL.CONCRETE MIX DESIGN,AND REINFORCING STEEL SHALL BE V CONNECTED TO THE TOP PLATE OF THE WALL IN ACCORDANCE WITH THE SHEAR WALL 13.ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A1554 SPECIFICATIONS,WITH HEAVY SUBMITTED TO THE ARCHITECT/ENGINEER AND RETURNED WITH THE ENGINEER'S SGNED FIG FOOTING J 0LU Q z SCHEDULE HEX NUTS AND HARDENED WASHERS UNLESS NOTED OTHERWISE. REVIEW STAMP DENOTING'NO EXCEPTIONS TAKEN'BEFORE FABRICATION CAN PROCEED. GA GAGE GALV GALVANIZED L.L Z W STRUCTURAL MASONRY 14.NON-SHRINK GROUT TO BE INSTALLED AT COLUMN BASES SHALL ATTAIN A COMPRESSIVE 2. SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS CONTAINING NO REPRODUCTIONS OF ANY GT GIRDER TRUSS -7 / Y STRENGTH OF 7,000 PSI AT 28 DAYS AGE ALLEN&MAJOR ASSOCIATES,INC.'S PREPARED DOCUMENTS SHOP DRAWINGS WILL NOT BE GWEI GYPSUM WALLBOARD Z J VO ACCEPTED BY THE ARCHITECT/ENGINEER WITHOUT GENERAL CONTRACTOR'S RENEW STAMP HOPoZ HORIZONTAL 1. CONCRETE MASONRY UNITS(CMU)FOR MASONRY WALL CONSTRUCTION SHALL BE APPROVED 15.FLANGES AND WEBS OF BEAMS ARE TO BE PUNCHED WHERE REQUIRED TO RECEIVE AND SIGNATURE HG HIP GIRDER LOAD-BEARING UNITS CONFORMING TO ASTM CEO,TYPE N-1,WITH A MINIMUM COMPRESSIVE ARCHITECTURAL FINISHES. TO RECEIVE WOOD BLOCKING USE 9/16'DIAMETER HOLES O STRENGTH EOUAL TO 2,D00 PSI,BASED ON NET CROSS SECTIONAL AREA 2'-0'O.C.WITH)r DIAMETER BOLTS WITH NUTS AND WASHERS. 3. REVIEW OF THE SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE IN VE THE HS CH STRENGTH ui CONTRACTORS FROM CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. IN NCH 2. GROUT FOR CMU SHALL COMPLY WITH ASTM C476 AND SHALL HAVE A COMPRESSIVE INSUL INSULATION STRENGTH AT 28 DAYS NOT LESS THAN 2,0D0 PSI. MORTAR SHALL CONFORM TO ASTM 4. PROPOSED CHANGES,SUBSTITUTIONS OR DELETIONS MADE BY THE CONTRACTORS SHALL BE INT INTERIOR S.EXCE TYPE M OR THE NET COMPRESSIVE STRENGTH OF MASONRY(fm)SHALL MEET OR STEEL PROTECTIVE CC.OATINGS SUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING FOR REVIEW AND COMMENT PRIOR TO JT JOINT fl/ EXCEED 1,500 PSI. THEIR INCORPORATION INTO THE PROJECT. CHANGES,SUBSTITUTIONS OR DELETIONS WHICH K9 KIPS PER SQUARE INCH Of 3. REINFORCING STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615,GRADE 1. UNLESS OTHERWISE NOTED ON THE DRAWINGS,STRUCTURAL STEEL SHALL BE PRIMED IN THE HAVE NOT BEEN REVIEWED BY THIS PROCEDURE WALL BE CONSIDERED UNACCEPTABLE. 60. TOLERANCE FOR REINFORCEMENT SHALL BE Or OF THE DETAILED POSITION WITHIN A SHOP AND TOUCHED-UP IN THE FIELD FOLLOWING ERECTION IN ACCORDANCE WITH THE 5. RECORD SETS OF SUBMITTALS,INCLUDING SHOP DRAWINGS,SAMPLES,DATA,AND L LENGTH LLI LOCAL CMU CELL OR SECTION AND t2'IN LAYOUT LOCATION ALONG THE LENGTH OF A FOLLOWING: CERTIFICATES,SHALL BE MAINTAINED IN THE FIELD OFFICE BY THE GENERAL CONTRACTOR. MAX MAXIMUM LL WALL SURFACE PREPARATION(PRIMER)-SSPC-SP3(POWER TOOL CLEANING) MEP M /ELECTRICAL/PLUMBING 6. ERECTIONS SHALL ONLY BE MADE FROM SHOP DRAWINGS THAT HAVE BEEN SIGNED BY MFR MANUFACTURER 4. GROUTING OF MASONRY WALLS SHALL BE LOW UFT GROUTING CONFORMING TO AD 530. PRIMER-ZINC-RICH,RUST INHIBITIVE,SHOP PRIMER;SUBMIT DATA FOR REVIEW. GENERAL CONTRACTOR AND STAMPED WITH ENGINEER'S REVIEW STAMP DENOTING'NO MIN MINIMUM UNIT GROUT PLACEMENT HEIGHTS(MAXIMUM WALL CONSTRUCTION HEIGHT PRIOR TO APPLY 1 COAT MINIMUM 30 MILS OFT EXCEPTIONS TAKEN'. NO MASONRY OPENING IITLE: , . GROUTING)TO 12'AS SPECIFIED IN ACI 530.1,TABLE 5. GROUT LIFTS SHALL BE UNITED TO MIL METAL 4'MAXIMUM. PLACE FIRST 4'GROUT LIFT AND ALLOW THIRTY MINUTE TIME LAPSE BETWEEN 2 ALL PRIMER/PAINT PRODUCTS AND COLORS SHALL BE SELECTED IN ACCORDANCE WITH THE 0 NUMBER OEA NE-HALF OON LIFT. TOP OF GOUT PLACEMENT LIFTS SHALL BE HELD DOWN ARCHITECTURAL PAINT SPECIFICATION AND SUBJECT TO THE OWNER'S APPROVAL 'No NUMBER IS NEAR SIDE STRUCTURAL 5. PROTECT MASONRY WORK FROM EXTREME(HOT OR COLD)WEATHER IN ACCORDANCE WITH NIS NOT TO SCALE NOTES& NATIONAL CONCRETE MASONRY ASSOCIATION(NCMA)TEK MANUAL FOR CONCRETE MASONRY INJECTION ADHESIVE ANCHORS - O.C. ON CENTER DESIGN AND CONSTRUCTION,NCMA TEK 3-78. 1. ALL INJECTION ADHESVE ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE PCF POUNDS PER CUBIC FOOT SPECIFICATIONS 6. UNLESS OTHERWISE NOTED IN THE CONTRACT DRAWINGS VERTICAL REINFORCEMENT OF SIZE (1-800-999-5099)OR AN APPROVED SUBSTITUTE. ALL SPECIFICATIONS AND P PERIMETER PILE L PLATE INDICATED ON THE DRAWINGS SHALL BE PLACED IN ALL CORNERS AND WITHIN 8'OF THE RECOMMENDATIONS ARE AS OUTLINED IN THE'9MPSON ANCHORING SYSTEMS TECHNICAL POLY POLYETHYLENE ENDS OF MASONRY MODULES(END OF WALL,EACH SIDE OF CONTROL JOINTS)OR OTHER MANUAL'LATEST EDITION. PROP PROPOSED MASONRY OPENINGS WITHIN THE MODULES PSF POUNDS PER SQUARE FOOT 2. ALL INJECTION ADHESIVE ANCHORS SHALL BE EPDXY-TIE INJECTION ADHESIVE TYPE'SET' PSI POUNDS PER SQUARE INCH DATE ISSUED: 7. HORIZONTAL REINFORCEMENT SHALL BE DISCONTINUED AT ALL MASONRY CONTROL JOINTS (HIGH STRENGTH EPDXY ADHESIVE)INTO SOLID CONCRETE. PSW PERFORATED SHEAR WALL 08-01-2007 8. ALL CELLS OF MASONRY BLOCKS CONTAINING REINFORCING BARS OR ANCHOR BOLTS SHALL 3. ALL INJECTION ADHESIVE ANCHORS SHALL BE LOCATED TO MEET MINIMUM EDGE AND END REINF REINFORCEMENT REVISIONS: REO'D REWIRED BE COMPLETELY FILLED WITH GROUT. DISTANCES SPECFlED FOR THE INSTALLATION LOCATION ENCOUNTERED IN THE FIELD. ROUGH OPENING 9. HORIZONTAL REINFORCEMENT SHALL BE,LADDER TYPE,STANDARD WEIGHT SERIES 30D,BY (STEMWALL SLAB PERIMETER,OR SLAB INTERIOR). ALL ANCHORS SHALL BE INSTALLED IN - RT ROOF TRUSS WIREBOND,OR AN APPROVED SUBSTITUTE),HAVING 9 GA.SIDE RODS AND 9 GA CROSS STRICT ACCORDANCE WITH ALL MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES SCHED SCHEDULE RODS,IN ALTERNATING COURSES(16-O.C.VERTICAL)OF ALL MASONRY WALLS 4. WHERE INJECTION ADHESVE FASTENERS ARE SPECIFIED TO BE ANCHORED INTO SOLID SECT SECTION CONCRETE WALLS,SLABS,BEAMS AND/OR ANY OTHER STRUCTURAL CONCRETE,EXISTING OR Sim SIMILAR STD STANDARD PROPOSED,THE CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF4,000 PSI. STL STEEL 5. THREADED ROD MATERIAL USED AS PART OF THE INJECTION ADHESIVE ANCHOR SYSTEM TBR TO BE REMOVED 8 SHALL MEET THE REQUIREMENTS OF THE ASTM A36 STEEL ROD SPECIFICATION UNLESS TCX TOP CORD EXIENSON NOTED OTHERWISE HEREIN. REINFORCING STEEL SHALL MEET THE REQUIREMENTS OUTLINED IN T&B TOP AND BOTTOM DRAWN BY:$ BW/IU=P!d THE CONCRETE SPECIFICATIONS FOR THE PROJECT. THK THICK d TOG TOP OF CONCRETE 6. ALL BORE HOLES INTO THE ANCHORAGE BASE SHALL BE DRILLED WITH A CARBIDE BIT, TOS TOP OF STEEL A&M PROJECT#: &5 GLEANED WITH PRESSURIZED AIR AND A WARE BRUSH. THE DIAMETER AND TYPE OF DRILL TOW TOP OF WALL 1203-19 $X BIT SHALL BE AS SPECIFIED IN THE'SMPSON ANCHORING SYSTEMS TECHNICAL MANUAL' IS TOP OF SLAB LATEST EDITION. TYP TYPICAL DRAWING NO.: UNO UNLESS NOTED OTHERWISE gg - �F T VERTICAL VERIFY VI IN FIELD SO . 3 WITH n •/IN WITHIN j e ./OUT WITHOUT 9 WWF WELDED"RE FABRIC c D G H A. 39'-O• 10'-6' 27-41* 4'-B- I A y.92 eA 9a92 2 1 I " Y REFER TO 97E PLAN FOR r________ _ _��CH DWG A DA____-_____ _ _��___-__-_-___ I 4' S4.1 , CONTINUATIONTE ELT SLAB ___ ____ ____________________ ____________ -To - I TOW=10'-2' -9• -_______-__-_-___-__ ___-__--__ / 13'-5• ______ 1:-- ______ Y 4B-6- 7 I h f E - r- -------- =�------ ------------- I FIO.C. I I I 170 7-s• - C1.0-OR SLAB-ON-GRA E L---- ----- ------- J a v 9 I I OR STONE PAVERS PE -----------�-- �__z ARCH DWG 11 ^ 3• 9'-1' 17'-9• Z 4 I L-i-� I p f�°P f�°P 112' L__L w VO m e SO - low= - - 7 a�n / FS 9'.2 \ \ W2.0 I a 1-- I I 1 Q Q a O Z K Z.r-i-,pfgo _cs 1__ 54.1 INV(OUT)=3.59' UNDERSLABSYSTEM DRAINAGE 70W-10 2- SFORMWATER DRAINAGE e✓" _ / / j .{. .,.{. ... F\7 - r-SRE LA - ------_____ _________ 7 TOW=s'-1O,• �1_; I 7 au76 6 • �/ T/SHELF=9'-N4• � � `\ J �----- ------------ --- ------, LEI w m o I O• V S B OU O p` p` \\ ---------J 1 e`D I II Tow=10._O. r Fs.oA I I I I I I I I 1 I I I I I I I I I I o I C 54P Sim. L CI C1 P* - Jr LL INAA EESYSTEM ADNCPRF PV DRAIN PIP CLEAN OUT(Tw) OTES1.0-10 EXPANSION.) W(TYP . L� _(INV_3.67) ;D ,O ,p (INV=3.6') [/SHj'jjE1 0I10'7 `'A - OFes____ _____TT/SHELF=9'-414• r_ _� I I 1 I � LLI ILLICI 1 1 C1 1 / I CI I I CI 1 1 . . 1 2 2' ICI I F=9'-W lL f3 I ` 'CRUSHED STON�BASE � O z z 4 ) (SEE NOTE 51.(�-6) I ( F- ___ w QL.L w QzI I I T' I70W=9 TOY• I z w }vn.o /p{, �� i rJT/PIT FTG=2'-2 G=2-2 r-�-1 `-� r- - ITOW s.-10�.I _ I I I 1 I - 1 __ i _ I I - j I W t 1 4-- A f I- +---- I \ ` I Cl l I C1 _ I I cl 1 I I 1 n 1 -I �- -, 1 a 1 I I 1 L_ JI 1 1 L_ _J I I I 1 _J 1 �- \ I 5_y 1 of 1 L--------J REFER j0 DOD VENT \ I I P1 1 I 54.1 LAYOUT I LANDSCAP \ 9' 2. FSO I I T E ` ti ' Tow 9'-a1f eI1 ---------- Cr ORAvnN ApD stcnON z/sa.2I I TOW=9'-Ol, I Lu -- -- JL 0 _ _ 1 U- 2 L______I______J C J I FLOOD VENT:SEE NOTE------- i ,_O , TITLE: 2 --L--J L---J---_J I I T-s' 1a'-s,g4 - > I I _. h E E I I --�--67 1 FOUNDATION ION - - - - ._.r— 15'-p• L____ _____ _________IJ - - REFER 70 ROOD VENf WELL I - 9'-6' 10'-0• ID'-O• -II)r r Y-W 10'-6• 6'-6' 6-2 5-0• LAYOUT PER LANDSCAPE 0 I 0 DRAWINGS AND SECTION 2/S4.2 ' 10-0• 1 5'-10- I E E E rt E S4.1 E I DATE ISSUED: 31'-2• 1 22'-4• 9'-2' REVISIONS: 08-01-2007 2 A B E sa.z F H BI21E5: SI.D-1:- SLCONAWTNG S0.1,SU.2,&50.3 ION SINUCIURAL NUILS,SCHLOULLS,ABBRLVIAIIUNS,ANU LLGLNU. SI.D-B: CRAWL SPACL UNAUL SHALL BL YINISHLU WIIH A MINIMUM 1T UYLN Ut r LTNSHLU SIUNL PLN A/S4.2. 9 51.0-2 CRAWL SPACE FINISH GRADE ELEVATION IS 5'-2•UNLESS NOTED OTHERWISE ON THE PLAN. CONFIRM ALL ELEVATIONS WITH S1.0-9: THE LOCATION OF ALL EXTERIOR DOORS,VENTILATION OPENINGS AND CRAWL SPACE ACCESS OPENINGS SHALL BE CONFIRMED WITH THE J SITE PLAN PRIOR TO CONSTRUCTION. ARCHITECTURAL DRAWINGS PRIOR TO FORMING THE FOUNDATION WALL. !! S1.0-3: TOP OF FOUNDATION WALL IS ELEVATION 9'-1QI�'UNLESS NOTED OTHERWISE ON THE PLAN. TOP OF FOOTING S1.D-10. THE UNDERSLAB DRAINAGE SYSTEM SHOWN ON THESE DRAWINGS IS BASED UPON THE REOUIREMENTS OF THE REFERENCED GEOTECHNICAL REPORT. DRAWN BY: BW/KEP d5 ELEVATIONS VARY AS NOTED(TOWN)THE PUN. THE GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE OF THE SYSTEM,ITS COMPONENTS AND INVERT ELEVATIONS IN WRITING PRIOR TO CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL ALSO MONITOR THE SYSTEM INSTALLATION IN THE FIELD. THE SITE ENGINEER SHALL BE A&M PROJECT#: S1.0-4: REFER TO PIER SCHEDULE B/S4.3 AND COLUMN BASE PLATE SCHEDULE A/S4.3. RESPONSIBLE TO ACCOMMODATE THE SYSTEM TIE-IN POINT INTO THE SITE STORMWATER DRAINAGE SYSTEM. THE LOCATIONS OF SYSTEM CLEAN OUTS SHALL BE COORDINATED IN THE FIELD WITH UNDERSLAB UTILITIES. 1203-19 S SI.D-& UFOUNDATION NTIL THE WALL 5 BRACED B SHALL B Y A FILLED UAMINGALLY ONTBOTH TOP OFSIDES OR A ADEQUATELY RESTRAINED TO PREVENT MOVEMENT S1.0-11: REFER TO SPECIAL CONSTRUCTION NOTES ON DRAWING 502 FOR INFORMATION REGARDING TEMPORARY EXCAVATION SUPPORT AND DEWATERING DRAWING NO.: i LL THAT WILL BE REQUIRED 70 CONSTRUCT THE FOUNDATIONS SHOWN ON THIS DRAWING 5T.0-6: RIGID TEMPLATES SHALL BE USED TO SECURE THE LOCATION OF ALL ANCHOR BOLTS PRIOR TO PLACEMENT OF CONCRETE. { / A 1 FOUNDATION PLAN 'WET STICKING'OF ANCHOR BOLTS IS NOT PERMITTED. ANCHOR BOLT AND CONCRETION WALL FORK LAYOUT SHALL BE si 3O00NFIRMED BY A PROFESSIONALLAND SURVEYOR PRIOR TO PLACEMENT OF CONCRETE. 51.0 SCALE 1/4•=1'-0• FINISH GRADE ELEVATION=5-2•(U.N.O.) S1.0-7: FOUNDATION WALL PENETRATIONS FOR UTILITIES SHALL BE PROVIDED PER DETAIL J/S4.2. ALL LOCATIONS AND ELEVATIONS OF a UnLITY PENETRATIONS SHALL BE PER THE MEP DRAWINGS. Ff ai.4M tom If�An vim. /JM Stmbxd MSW W WeJ.�V�- `4VT-I�-1492.I.Q•up N D G n �QQ TV N 00 t0 O 56'-9' 6'-2' 39'-0' 3'-8• T-11' I 14'-9%* E 12'-IX' F g• B' 9.E E E E E E E r7 2.-0• I n I 9'-6. 8'-0• 9'-0� 1 9'-0• m _p• i e ! 2.12 PT / I O 16 O.G I I / 1 D84212 D84212 OB4212 DE14212 DB4212 - — / ao� 0 II 1 2112 PT O 1fi O.G I DB4212 DB4212 D84212 D84212 004212 DB4212 I II I I I ; I • 'I 2w12 PT 1 016. 16 O.G D04212 E? DB4212 084212 D84212 / - - I / I / 1 2x12 PT / 0 16 O.C. / I � — I 11 OB4212 E'II �No� 4�2 2 I 1— D084126 120.G — — — 1,12 T 8 B12 F� — — —————— — —— 'TI -- � C� I - E� I I•I I I I �-- 0 J I I I 14 W2 PT 016 0. El �E> N _ -J. DB4212 084212 n s Nam .2 ; - ---- -FeJ--- I Am y�v o ; ? 1 202 IT 2x12 PT b12 PT "o i I 016 0.G 016 O.G 016 0.4 1 I x I aoF o i � I I I �oz r I 1 DB4212 1 DB4212 D84212 B4212 _ De, B a 1 `pI I I 202 PT 2x12 PT _ 018 0.G 018 0. > i I 2'-4Y4' 2'-2�. m IT >a I I I I > of um om P= I y 5'-0' 5'-2' 17'-0' Y-B' 5'-Y o Y� m 41'-7' m� 8z N W 8 . I 01 V c� Q x� c 20 r � 5 s m FERRY TERMINAL IMPROVEMENTS C!) 0 F FOR Z ° o � cn N z T HY-LINE CRUISES ALLEN&MAJOR 0 O ASSOCIATES, INC. �.. w z ° OCEAN STREET N nw9 HYANNIS, MA m; ' 91 JrN Zom.KM.ibv+ NM 9bdvd v..<tb NNieJ.ct�V 1'O!-M9W cfud�pmYpVT-I]O1-149i�bup 1 CE D p Z I� v W-9' 39'-0' 3'-8' T-11' 8' B' 10 }I--- _ W12K26 r zo'-1 11-0 K-Ff(EA r t — I W o Fy \ I I - � �� m e�B� y�• I O � � tits a �a � I I 0 11 Bq 60 2.0 O! 1 /H/p 016 O.C. W24K55(TOS-21'-117 Y'H328 DIM RIDGE RIDGE BY 211E I�! In 11�'Bq 60 20 ly i 4 0 16 O.C. S o 0 2%10 0 16 D.C. ( I I 555 H328'� DB3U- - W24K55(MS-21-11-) 11Y'BCI 60 2.0 016 QC. I I pe \ ors o0 o }'n FIB 216L `a"g it / =s FB12L a� Ec ��z z u� cli _FB 8 A I I 7-4 IR o �o o I< - s F Na p � N = F1 F8212L g 50Q20 E A FEJ' NDC F L - - - _ �'z 8 '-2 s'-0' 5'-2' 1 17'-0' F vQ�m F srFc� "y m omo yo � >12o AaA o HPmNg � r � � k tillc LA g Q. K v. FERRY TERMINAL IMPROVEMENTS v J FORKID t ND ° o z o HY-LINE CRUISES ALLEN&MAJOR -n ASSOCIATES, INC. N o o o OCEAN STREET ,....o., ...,,..m.... <...ol,..,. HYANNIS, MA ti Sll� j.. A c D G H 7 er-s• 27'_4• 4'_B. O.46���pp� I I SNOW DRIFT AND i97 •i I I - UNBALANCED SNOW P I I I I ROOF TRUSS LOAD NOTE #3 ON DWG SDA Pe 25 PBF i' ,rE LY.CJ "M7 RooR O Z •i I I I I r pWF51F •. � vi,- § IA / LIVE\ LOAD v KEY a --T cn o H328 OMIT OF DECK BELOW GT-4 T . 51. C`// / / 2:12 RAf110E LIMIT OF ROOF BELOW)--_ I I �7 55.2 G'l ti f / / 0 1 C. Z I 6yl �3 328 H328 _ _ nailRl I I OMIT OF CUPOLA J G 2x6 PURUN O 16• _.E C10 RT-3 C C w = ABOVE PER ARCH DWG O.C.(TYP)LSU26 O 2 C. I \ F EN HANGER EA i O END TO G7 I 55.2 55.2 55.2 W W `� - — — — - -- I I N w Q \ / — LY I . I � 2x12 12 RIDGE C OVERFRAME RIDGE 44 O.COVER WJ O 16 RAFTER 0 QLL z1T �-2.8 RIDGE T0 2SHAF J U 552 I zQ (zZ/� O RT-} d RIDGE LY O 24 QG TYP \\ // GT-4 ROOF OF SHED ED I I w RT-1 RT-3 I ARCH DWG RT-1 xs. \\ �. O 24 O.G 0 24 0. O 24 O.G . � DB27L \\ H328 / I :s 55.2 ,Itw 0;a, C12 — C — 3 \\ 4 � ss4 - C �.-- \ _ Lu \ —— — —— — ss.z -__j -- --� \ 212 i ----• I ' L_ M- � \ OVFRFRAME O I \\ o I TITLE: 6 o :,'.: 'Y H328 H328 H328 - ROOF � - - - - - — — —— —— - - - - FRAMING PLAN — - - - - - - C14 L( —' LIMIT OF ROOF,EAVE AND RAKER DETAILS PER ARCH 55.2 DWG NOTE; HVAC UNIT LOCATIONS HAVE NOT BEEN DEFINED FOR THE I I STRUCTURAL ENGINEER AS OF THE DATE OF TI115 ISSUE.THE 31'-2• 18'-10• 22'-4' 9'-2• DATE ISSUED: TRUSS MANUFACTURER SHALL RENEW MECHANICAL PLANS TO 81'-6• DETERMINE'VAC UNIT LOCATIONS,SUPPORT POINTS AND 08-01-2007 i LOADS SO THAT THIS MAY BE INCORPORATED INTO THE ROOF REVISIONS: TRUSS DESIGN. I A g E F H 80'U 52.3-1: SEE DRAWING 50.1,50.2,k SO.3 FOR STRUCTURAL NOTES,SCHEDULES,ABBREVIATIONS,AND LEGEND. 52.3-6: COMMON ROOF TRUSSES SHALL BE ANCHORED TO THE 2K PLATE WITH H25 TIES AS MANUFACTURED BY SIMPSON OR AN APPROVED SUBSTITUTE. THE STRUCTURAL ENGINEER RESERVES THE RIGHT TO MODIFY COMMON TRUSS ANCHORAGE AND 52.3-2: WALL TOP PLATE ELEVATION IS 31'-OYx•UNLESS NOTED OTHERWISE ON THE PLAN. SEE DETAIL D/55.3 FOR TOP PLATE SPEGFY GIRDER TRUSS ANCHORAGE UPON REVIEW OF THE TRUSS MANUFACTURER SHOP DRAWINGS AND TRUSS DESIGNS.FASTENING AND SPLICE SCHEDULE. DRAWN BY: gyVp 523-7: SLOPED ROOF DIAPHRAGM SHEATHING PER SHEAR PANEL AND DIAPHRAGM NOTE 03 ON DRAWING So.3. FLAT ROOF DIAPHRAGM 52.3-3: ALL HEADERS SHALL BE LOCATED To ACCOMDDATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTRURAL SHEATHING PER SHEAR PANEL AND DIAPHRAGM NOTE#4 ON DRAWING SD.3. &5 DRAWNGS. VERIFY ALL HEADER ELEVATIONS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS A&M PROJECT#: PRIOR TO CONSTRUCTION. 52.3-8: CONFIRM RTU CURB DIMENSIONS AND SUPPORT REQUIREMENTS WITH MECHANICAL DRAWINGS AND SPECIFICATIONS PRIOR TO 1203-19 CONSTRUCTING WOOD FRAMING IN THAT AREA. 52.3-4: THE ROOF PITCH VARIES PER PLAN.REFER TO ARCHITECTURAL ROOF PLAN ON DRAWING AIA AND ELEVATIONS ON DRAWING NO.: DRAWINGS A2.1 AND A2.2 TD CONFIRM ALL PITCH LINES,ROOF DIMENSIONS AND EAVE DETAILS. 52.3-9: ALL NON-BEARING WALLS SHALL BE RESTRAINED AT TOP PLATE TO FRAMING ABOVE PER DETAIL 6/55.1. A ROOF FRAMING PLAN 52.3-5: SEE DRAWING SOAR ROOF TRUSS LOADING SCHEDULE SEE DRAWING 53.2 FOR THE SECOND FLOOR STUD LAYOUT 523-10:PROVIDE HOIST BEAM PER ELEVATOR MANUFACTURER BEARING ON CMU SHAFT WALL PER B/55.2. AND BRACING PLAN. ALL SHEAR WALLS SH E%TEND UP TO THE UNDERSIDE OF THE ROOF SHEATHING UNLESS A J, DRAG TRUSS IS DIRECTLY ALIGNED OVER AND PARALLEL TO THE WALL 52.3-11: MASONRY SHAFT WALL SHALL BE CONSTRUCTED TO THE LIMITS SHOWN ON THE ARCHITECTURAL DRAWINGS. CONFIRM R S23 SCALE:1/4•=1'-0• T/PLATE=31'-0 1/2•(U.N.O.) DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH THE APPROVED ELEVATOR SHOP DRAWINGS AND THE ARCHITECTURAL �C)•///�/ DRAWINGS PRIOR 70 CONSTRUCTION. ANY DISCREPFNCIES SHALL DE BROUGHT 7o TITE ATTENTION OF THE STRUCTURAL V113 a ENGINEER PRIOR TO CONSTRUCTION OF THE ELEVATOR PIT SHOWN ON DRAWING SI.O. REFER TO STRUCTURAL MASONRY 92 n4 - SPECIFICATIONS ON DRIVING 50.3 AND THE CMU WALL SCHEDULE IN DETAIL K/54.2. 91 JiN 8]O) Nw.Y�f� AY'1 Sbtivd F`�M W�Preytl�V�-IT9lrvavdWOYYpVT-12B-14aJJ.d�q _ ` � D > RPY II, y I //�� N OD c0 O 0 39'-0' 3'-8- 7'-11' I n I I I I I I o I O O I I I I I I I N b d 9 , I ism I D �r �$ sa N ° I � �R� I o S — xj 6� All I I P�A a� ti°IP o El s� i- _ ,ate.=� ,� �', �• �a; - � _ _ � Nlt, m4 ' I I I I I I I '-2 5'-0' 5'-2' 17'-0' Y-8' 6'-7' 41'-7- C 33 m �A �E �F s0 �a �Q N 3 FERRY TERMINAL IMPROVEMENTS U) o � F. � � FOR z ° o ON CJJo z n HY-LINE CRUISES ALLEN&MAJOR Z o O O ASSOCIATES, INC. o o o OCEAN STREET n .,,. ..,..I...,. yF N wn 10 HYANNIS, MA :m;, '" S L w,yb av, r..n tm. nut aid e..m NNR}ct�V1YA-gWncW dW vuYpVT-12Y1-14t�dq (2a z 56'-9' 39-V I I I I 1 s I I I I /-----------------------� o / N / d----------t- I I I I I I E do I I o o I I I I I I I 5B I /I N C / / I I I g F8 9�s � � LLLJ11 _ o titi 96 g wpm o m �i r1 20 I I Aµ 2F o = 1 I X i p o A a a F mFR RN � - �� I I i ; ti 1 II I I - - - - - c� 8z m � I F or I I I I I I I 41-� � N W U1 01 J 0 w z y4®b 3 T 9 m FERRY TERMINAL IMPROVEMENTS AL ALAL SQ o _ mC- o FOR Awwwww ALLEN&MAJOR o o ° HY-LINE CRUISES ASSOCIATES, INC. 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S $i o o `n OCEAN STREET "... .•...I,.,,, HYAN N IS, MA o , 91 JiN>�� W,Rn� AM pbdad F��M W VMJ�VIW-IPWMudlGvu�PVT-12A-1481dup 1 � AE n0 Gg zCE ® Fy xm A HF9%24:5 HARDY FRAME o E%TEND SHEAR WALL SHEATHING o IH-A1 E m 1D UNDERSIDE OF RODE DIAPHRAGM —————— — ----- ct I- r �— ————————— — ----- o. 91m \� p8: o off: agE =$x 81 — F" 25 m A � p a PA '>v v ^n yYi xo ax N, " c a r— ------------------ n o ` ------ L-- ------------------ ` I I I I o F D a A VARIES PER PLAN a .boo Sc my v I_ VARIES PER PLAN m g ^a o f o s s m S � N co A� ��'< o u N a zv F F%033 ry ugFag a > 0$ sy x y c moA Rt (J1 AF> yam fA '� gm smz N m A A n n ar, ms via G s Ao = o a m v am Am o m ; 9 GE,m FH y wig a� NON —o F �c� A�> �� oN S� g RETN *Fszo N FERRY TERMINAL IMPROVEMENTS AL ALAL Cf) zo a T FOR AWWWWUL cnZ o o 59 HY-LINE CRUISES ALLEN&MAJOR c7f o N Z ASSOCIATES, INC. 1 �T o N OCEAN STREET o .., .o,..,,..,, 4, HYANNIS, MA . :mnms.ux 31 J.eLV�•19U'V.ciudlPvu iL�db �pVfT-110l-14963dup Y 1 � �{SM.2x PL x 96 Hr PER PUN (� VA 11.110 H DEPTHsom i BM DEPTH m SHEAR WALL EN,SEE NOTE# c PER PLAN PER PLAN u, 3sz -m o� z z \ S Ml y� \ \ x D 's Nam ---- L� m -A i> �Im A \ ` \\ \ \\\\ \ \\\\ \ \\ �� o �zMlm a, \ Ay?s g>IV iMATCH JST DEPTH \ - A AN VA b, �m yo, A>'^�im mom _Sm om B: o-2 - ��jj I � z=^�oA ��T EMT mx Ga �� &i I IF aq�g�F �F mo � gm� I sF o � �RA. � F � i 0o g _ oFa mFa - Aa 29 � Fa 9xZ. � g>m 1> so Sao F gg e � 00 Fl­ CE No o Do eA v pm� aZF S N Ompz m'F i�® 0 cc cr r l J UD S(L r � 1•.1 A� N • si� ------- ---- ---------- S� n =" m $ v o• F$ _ A �- C pTa F m o Fp qo: z m = DEPTH �SPu" u Dm SmyJST S � ' JST g S mm� Smy JST 9 �o c ,y.`a ,-I. o $ DEPTH p ,y $ DEPTH n � \ \ \ o� � \ \ \ 'i�/i�/ \ \ \ �o,mxy o'•' \ \ \ \ \ o,m"y o \ \ ✓, Ali \ \ \ o,m"y ='•' \ \ __ � \ \ $o A \ \ \ F \ \ \\ \ p \ \ \ %i�'�i \ \ rya \ \ \ \ r A m% \ \ j��Jl \ \ oA ' \ \ aA M% \ \ \\ \\ \\ \ \ <m Em F /'4 / �i'4'/ Y Lr^ i n vSo ns >o ama sm in-�a vsvv vs Fao .nzvC m .`yA g9`Vi .`Ram S G zz lRimc y�vmi Ns�v.n savr xo� omi _ z- F s i� o �"my'�oaym0 Sam SNmmm4 �{y���F- D�s yy m '�"o�F Fm= moms i mvy Av7 F� 4 s9 F F� 5 �n> s9 mom F samAa .n v7 A15 r m g mq K� '� wog $�m9 fir m =m i$�"m�= �Q`osm9 � �� �g NAoo> "g oK 1. e � Fm F �mmoo� o ��A �g a� m �m9 o m mKN F= m=Aem=� s \� �=xy mQ e9-ZM �s� _� mo�A �M - m A m m � Ao gym% � mo A m =p m C vi r a Fla o � N Abe 09 {rho "'$ F�F v 'z� ooF ASSote r o ' 8 m cs' a z `pp' rz' 3 m FERRY TERMINAL IMPROVEMENTS 0 o _ -n FOR o o 0 y HY-LINE CRUISES ALLEN&MAJox ASSOCIATES, INC. 1 o Z CJJ cn OCEAN STREET .y y N mnp.+f wn , HYANNIS, MAm ` A 91 JiH N.V) Nri,Pm+ AW 9bdad f'A� NVTaJrYV.'fA-IT9lnctudV)'aubV'T-�2A-19-S..�Aup 1 ca N a p - x 's> a�� mF - _ $ F9 o �- y N (TD + D rg z N u' m zz _ FT .,o OVERRUN n G Y11 PER ELEVATOR NFR ; F z N r i s / xc 6•(MIN) a 1, o � n,r��• n ® �- v ® m zc / n `m sw 3 m FERRY TERMINAL IMPROVEMENTS U) z o Z T FOR ° N o m > D HY-LINE CRUISES ALLEN&MAJOR o - O N Z ASSOCIATES, INC. o o OCEAN STREET a .... ........... y� ,HYANNIS MA o , - STAMP: FIRE PROTECTION LEGEND OF NEW WORK PIPING(INDICATED AS HEAVY LINE) �� STEVEN I TO BUILDING WATER SYSTEM FOR RESTRICTING ORIFICE F F FIRE SERVICE BELOW GRADE OR BURIED KARAN - T CONTINUATION REFER TO DRAWINGS : HIGH/LOW AIR ALARM' - PRESSURE SWITCH -1 HEAVY DUTY UNDERGROUND PIPE CLAMP - TO DRY SYSTEM DS - - DS DRY SPRINKLER PIPE ME HANI cn SPRINKLERS—__ $9 BUILDING WALL FDC FDC FIRE DEPARTMENT CONNECTION PIPE ELECTRIC ALARM • �C'O 1 FINISHED GRADE OR PAVING 21'6"! FEED MAIN TO SYSTEM&CONTROL PRESSURE SWITCH - 1 2 VALVES PRIMING WATER\ -N. N. PIPE TEE LOOKING UP WATERTIGHT SLEEVE � - \ .. �O UP PIPE ELBOW UP (FP 4"CHECK VALVE -v GROOVED BEAM s - �. 3/8'DLA BOLTS(B)REQUIRED AIR DN DROP PIPE ELBOW DOWN OR DROP C COMPRESSOR / DRESSER COUPLINGS 4'FROM FIRE DEPARTMENT ♦ �� + IL W/DOUBLE NUTS I AIR MAINTENANCE CONT CONTINUATION C I PRIMING TEST VALVE _2'TEST AND DRAIN FLOW IN DIRECTION OF ARROW .6 o 4 BACKFLOW PRLYEMER W/2 ALARM TEST VALVE— UN UNION SUPERVISED 0.5.&Y.GATE 6' - VALVES PER LOCAL CONTROL VALVE WITH DISTANCE VARIES ( - + REQUIREMENTS) TAMPER SWITCH - " PG PRESSURE GAUGE WITH PETCOCK - - Z a STEEL PIPE CLAMP 3/4'DIA STEEL u.l U THRUST BLOCK RODS(2)REQUIRED W/DOUBLE NUTS FLEXIBLE COUPLING FROM FP WATER/ PIPE DRAIN TO AN FS FS FLOW SWITCH LL u BY G.C. FOR LOCKING - SUPPLY PROVIDE QUICK-OPENING DEVICE,IF APPROVED EXTERIOR FINISHED FLOOR NECESSARY,IN ACCORDANCE WITH LOCATION PS NFPA 13. PS PRESSURE SWITCH Z I \ --0E— CV CHECK VALVE N u `PROVIDE A MINIMUM 4' - Z u' o CLEARANCE FOR THE FIRE GV GATE VALVE Z 6"U.G.FIRE SERVICE LEAD-IN SERVICE LEAD-IN. 2'AROUND - ��5� - Q TJ �---� THE OUTSIDE OF PIPE. DV TS GATE VALVE WITH TAMPER SWITCH m Q h O D� PRV PRESSURE REDUCING/REGULATING VALVE mp==qL O Lt Hrs UG FP SUPPLY PIPING DIAGRAM 2 DOUBLE CHECK VALVE SPRINKLER RISER 3 DACV DIAGRAM �T5 oS&Y W/TS OS&Y DATE VALVE WITH TAMPER SWITCH �B Ms a ® OACV ALARM CHECK VALVE(DRY SYSTEM) ■e Q DCVA HORIZONTAL DOUBLE CHECK VALVE ASSEMBLY SPRINKLER HYDRAULIC DESIGN CRITERIA i WTS WATER TIGHT SLEEVE T WATER SUPPLY GRAPH — N 1.85 HYDRAULIC GRAPH PAPER AREAS FIRST&SSECOTNDNFLOORDINARY HAZARD,GROUP 1 -mil DV DRAIN VALVE WITH HOSE END DENSITY:0.15 GPM/SF FDV FIRE DEPARTMENT VALVE AREA OF APPLICATION: 1785 SF z DATE TESTED: JOB NUMBER: COVERAGE OF SPRINKLER: 130 SIF SC SIAMESE CONNECTION(EXPOSED) LCu N/A 07057 TOTAL HOSE ALLOWANCE:-100 GPM G .. OD UD UPRIGHT DRY SPRINKLER L u PROPERTY OF: 2. OCCUPANCY CLASSIFICATION: LIGHT HAZARD � HY-LINE FERRY TERMINAL AREAS: ATTIC 0 PD PENDENT DRY SPRINKLER ♦— Q HANGER ROD DENSITY:0.10 GPM/SF D O N L u LOCKING NUT TEST SITE: N/A AREA OF APPLICATION:CALCULATED 9 HEADS PER MANUFACTURER'S LISTING *D CD CONCEALED DRY SPRINKLER COVERAGE OF SPRINKLER:PER MANUFACTURER'S LISTING CC PERFORMED.BY: TOTAL HOSE ALLOWANCE:250 GPM 11-Hp HP TYCO DRY HIP SPRINKLER(SIN TY3187) SUPPORT NUT 85 PSIG STATIC N/A 3. FP CONTRACTOR SHALL INCLUDE THE NEW HYDRANT FLOW LSD SO TYCO DRY SINGLE DIRECTIONAL SPRINKLER(SIN TY3183) J O Lu z Z Lu BAND HANGER CALCULATONS.EST DATA WHILE PREPARING SHOP DRAWING HBB BB TYCO DRY BACK TO BACK SPRINKLER(SIN TY3180) Z LL J U }CLEVIS HANGERuj PIPE 4, GOVERNING PARTIES ® NODE NUMBER }. O AUTHORITY HAVING JURISDICTION: TOWN OF HYANNIS,MASSACHUSETTS ® SPRINKLER NUMBER ui v H 3 INCH AND LARGER 2 1/2'AND SMALLER O NAS NO AUTOMATIC SPRINKLERS '- 1130 GPM®42 PSIG - DIAGRAM NO.&DWG.NO.REFERENCE Lv RESIDUAL PRESSURE FP-1 L u EB ELECTRIC BELL/WATER MOTOR GONG LL AFF ABOVE FINISHED FLOOR HANGER ROD SCHEDULE HANGER ROD SPACING - - AFG ABOVE FINISHED GRADE PIPE SIZE ROD SIZE PIPE SIZE MAX.ALLOWABLE SPACING UP TOY 3/8 DIA 1' T LFPC LIMIT OF FIRE PROTECTION CONTRACT 1 2'OIA. 1 1/4- B. _ TITLE: 4'AND 5' 5/B- 1 1 2' 9' NFPC NOT IN FIRE PROTECTION CONTRACT 6'- 8' 3 4' 2' 10' 7 8" 2 1/2" IT' GC GENERAL CONTRACTOR 3'- 12" 12' FPC FIRE PROTECTION CONTRACTOR LEGEND Ann FIRE PROTECTION SYSTEMS _ _ - PC PLUMBING CONTRACTOR DIAGRAMS FLOW.(GPM) EC ELECTRICAL CONTRACTOR L4] TYPICAL PIPE HANGER DIAGRAM HVAC M/AC CONTRACTOR NTS - i - Fl FURNISH&INSTALL DATE ISSUED: CFOI CONTRACTOR FURNISHED/OWNER INSTALLED 8.01.07 ' - REVISIONS: OFCI OWNER FURNISHED/CONTRACTOR INSTALLED FIFE FINISHED FLOOR ELEVATION - FUSE WATER SERVICE ENTRANCE s r. DRAWN BY: GPC PROJECT#: C-0012-06 DRAWING NO.: k B lEIR * - - BUILDING ENGINEERING RESOURCE$1' FPl o - - - - N Main Streit.BM&3A E, Pdw .Avrnue No.Esslan MA 02356 E.Pmv Jeime R3546I6 Tel:(SUe)23U-0260 Tel:001)I 35J61N Fan:(5U8)23M263 Faa:1CUI)il5-0fiU8 UR(BER Engineenngivm mw'.M'+^OrccnBmm L - r OF 444 c STEVEN A. yG KARAN m4 M CHANICAL No 34989 �0 Al uJ m --------------------------------------------- - -- - -- -- - O O O O o a� In U RAMP DOWN 1:12 U LL z � O N O v z ~ ;� O 1 O �c N m ¢ o ——- DN B 5 O �B o --——---— —---------—------ — —_--------------------- 7 NE ER! / O -- ---- --— — - -----' ---------------------� -z- z / - L - - - - -� — Lu LANDINGFO W O 2 O O AT \ - O w w L Q — c `D w —I- - - - -- o � C •� ---- --- e Q O� LJu Q Z I2, O O- 2, 2, 2. _ 4 TE T A° I 4• 3 a• 3 z Z LJJ Q C MO LOBB TENTANT'B" Lu NAS 4• ---- --- } ELEV. 2• r SHAFT I O LL- ® — _ 2' /4• �. / �o NAS TITLE: MIENS WOMENS ELEVATOR ® N 2° E ————— ROOM DS UP Room x>p FIRST FLOOR �UP weLlc I RAP D PLAN I RAMP a x60 g I I I 4• c R SERVICE OMP. ENTRY D 3 I I ?Fx>a ti+ DATE ISSUED: --- 4 ----- 1.1 6.01.07 xs0 x4g x REVISIONS: 1 4YDC - 2 3 4"DCVA E.0 DRAWING NOTES- ELECTRIC M PP1,0 DRY ALARM VALVE LFPC=10'-0• lIV ELECTRIC BELL 671RE SERVICE 1.CONTRACTOR SHALL PROVIDE DOUBLE CHECK VALVE FP1.0 ASSEMBLY LISTED FOR USE IN VERTICAL AND APPROVED - I BY THE STATE OF MASSACHUSETTS FOR THAT USE. I I - DRAWN BY: GPC rt 2.THE ENTIRE BUILDING SHALL BE PROTECTED WITH A • DRY SPRINKLER SYSTEM. • PROJECT#: C-0012-06 3.PROVIDE DRAIN VALVES WITH HOSE THREAD AT ALL ISOLATED DROPS THAT DO NOT DRAIN BACK TO THE DRAWING NO.: - SYSTEM.. Fi 4.ALL EXTERIOR DRY TOSIDEWALL SPRINKLERS SHALL BE �J WEIR STAINLESS STEEL DUE TO THE EXCESSNE AMOUNT OF FPl . FIRST FLOOR PLAN SALT O THE ATMOSPHERE. I BUILDING ENGINEERING RESOURCES.INC. S.PROVIDE DRY SPRINKLER COVERAGE IN CRAWL SPACE N..U, ma.eNR.IA IEaO Pow°ccn nnv.x SCALEL I/4"=IT_�u F.(6U8)1IDAZfi0 BELOW BASED ON IOx10 SPACING. No.(50)30 U20 E.rm•,Jena.Rla T�I:(JUI)JSSJbIl - F.(508)2.W116$ 135d61AM _ - BE0.�RER.Enyi�iry..wn www.buuiyircui^6.am L r � 0 0 0 0 0 n (J) D m I I I I I 0 I I A Z u � I o � I = r i O I i D i O' j - -T- - - - j � it I !I O O O I !I N O 0 E �O Z IN 0 I Iz I O � 2 Cho I 0 I I Ip j � � I 4® KLL j I - I I - 4 c 1 m a A � I1 , 1111 I nA 3 I I i l i i I I U o f 1 I I o N 0 II I II I II I II I ro W. n o ; N m - FERRY TERMINAL IMPROVEMENTS '' a �y`yFp Z _ 0 FOR mmmm ARCHITECTS,INC. z ?k d o 0 :or o z 203 WILLOW STREET,SURE A PH 508362-8382 z>R7 T p HY-LINE CRUISES YARMOUTHPORT,MA 02675 =a FAX508.362-2828 r - z z z 0 OCEAN STREET N a o 9 HYANNIS, MA Si13S�`N� r - I1-10F l�j,�,sq� STEVEN A. SGn RAN E. NICAL A G p G H 34989 O •T FCC. ONAL E�' io — — L--------- -----� cz I I e9 I I U II II U I I LL jI II z � I I I Eu I— I I BE I m z I zUZ 50 z L_ - - - - - I "'- - - - - - HORIZONTAL SIDEWALL I Lu II II II I I 6 Lu LLj — I I I I SD D _— —_ -------� , ��J 0 Lv �. II II III I I c U S SD 2 1/2- I I I J O Z Z III I I SID z I I _ II z Lu Q I I I I S° s �� - - —I� i 4 } U = II II I I I I I I = O Lu I I 21/2' I I I I > ®B �BBI I SPRIT CAL KLER SIMIL1RBAC TOOKttCOC Lv SD I — 2 142y i I i eei (sIN-8 n3-1e-0)—��� � 2 1/2' BEI BB a BB a SD o ®8B ®BB &BB �BB I I \\ \ / SD EE11 �n1 \\ — — — — — — — � 1 11 '• 'I TITLE: \\ H H II II I s0 ARIC — I I L ° PLAN - - - 2 1/2'DS ON H 2 1/2' DATE ISSUED: 8.01.07 H REVISIONS: TYPICAL SINGLE DIRECTION ATTIC , SPRINKLER SIMILAR TO TYCO PROVIDE UPRIGHT SPRINKLER SOI'(SIN B 1Y3183) AT DORMER PEAK TYPICAL HIP SPRINKLER SIMILAR LM�L� TO TYCO HIP(SIN i tt3187) IIG A B E F H ®w DRAWN BY: GPC PROJECT#: C-0012-06 1 ATTIC PLAN DRAWING NO.: SCALE: 11411=1E-01' B I E I R ,E. BUILDING ENGINEERING RESOURCES.INC. ZS M.ain Sh 12JPo:(JBI IJAtSv-rn NoB ,1A 0B% . wW= N1601 FPl 3 , Ttl ,W)1 Td0'0 Fa:(9 O8 )1?OA265 Fvv:IwIIJ?Sd60S BER@BERlbgiam�..am rww.peimgimmvg.mn L GAS FIRED FURNACE SCHEDULE COOLING COIL SCHEDULE HVAC Ductwork Symbols \\�paSN OF Mq , EIECIRIGL GTA MANUFACTURER UNIT E.D.B. .DB EW.B. COOLING CAP. MANUFACTURER Abbreviations Q�V UNR CFY OA LOCATION CFH MBH EAT. LAT. E.S.P. MOTOR REMARKS STEVEN A. N0. Cf11 INPUT OUTPUT ('� ('� (INCHES) H.P. VOLTS A HZ MG MOCP 3.MODEL N0. NO. ' •F 'F TOTAL/SEN &MODEL NO. REMARKS, SYMBOL DESCRIPTION (MBH) KARAN 2ND BOOR LENNOX LENNOX - (NEEW PI��UCTWORK,EQUIPMENT,ETC. ANICAL co AMU-, 750 150 MECH ROOM 44.0 41.0 50.7 99.9 0.50 0.25 12D 1 80 412 15 G51MP-24B-045 �0 ® C C-1 750 79.4 66.0 25.2/20.3 CX3h25B-6F _ _______ ACOUSTICAL LINING SHOWN WITH 4� 2ND FLOOR LENNOX lENNO% ------' DOUBLE LINE DUCT 1i j 9 Q Q AHU-2 750 150 MECH ROOM 44.0 41.0 50.7 99.9 0.50 0.25 120 1 60 <12 15 C51NP-24B-615 0 Q® 750 79.4 66.0 .2/20.3 CX34-25B-6F Q` ACOUSTICAL UNINC SHOWN WITH S MU-3 1200 240 ATTIC 88.0 72.1 52.0 106.9 0.50 0.5 120 1 60 <12 15 G50UHH--48B-090 01 0 Q® 1200 79.0 65.9 35.7/30.0 CX34-38A-SF NOX LENNOX ----"- SINGLE LINE DUCT CONNECTION NEW TO EXISTING A U-4 1600 320 ATM 110.0 90.0 52.0 101.5 0.50 0.75 120 1 60 <12 15 G50UH-60C-pp 0 0 Q® IBM 79.0 NOX 65.9 49.1/39.8 ��g� B _ SUPPLY/OUTSIDE AIR DUCT UP LENNOX LEN 34-38A-6F LENNOX RENRN/EXHAST DUCE UP w AIU-6 ATTIC BB.O 72.1 520 106.9 0.50 0.5 120 1 60 <12 15 C50UH--488-090 Q 0 Q Q ENNOX CC-6 1200 79.0 65.9 35.7/30.0 CX34_3B,h6 ® SUPPLY/OUTSIDE NR DUCT DOWN ATTIC 110.0 90.0 52.0 10,.5 0.50 0.75 120 1 60 <12 15 G50ULH--60C-110 0 0 Q 0 CO-7 16CO 79.0 85.8 49.1/39.8 CX3ENNOXL4-33B%M6F d6 0 o RETURN/EXHAUST DUCT DOWN 0 Q PROVIDE UNITS WITH CONDENSATE PUMPS,FOR INDIRECT CAS CONDENSATE AND COOLING COIL CONDENSATE i O EXHAUST DUCT UP C) 0 ALL UNITS SHALL BE SUPPLIED WITH A ELECTRIC DISCONNECT SWITCH U SUPPLY DIFFUSER Q PROVIDE UNITS WITH RETURN FILTER KIT. ® w p� ®UNIT SHALL BE HORIZONTAL COMPLETE WITH SPRING VIBRATION ISOLATORS AND GRAIN PAN. Z. RE1URN/E%HAU5F REGISTER N �` 5 Q PROVIDE UNITS WITH MANUFACTURERS TWINING KIT. JID FIRE DAMPER m Z ) �h J VD MANUAL VOLUME DAMPER Z U a -CMD MOTORIZED DAMPER Z o AIR COOLED CONDENSING UNITSCHEDULE ® BACK DRAFT DAMPER O U w Q REVERSE ACTING THERMOSTAT m Q 3 0 TOTAL SEN. COMPRESSOR GTA CONDENSER FAN DATA CONDENSER COIL DATA REFRIG. ONDOOR ELECTRICALMANUFACTU ER �B UNIT CM CAP SUCTION AIR DATA MODEL N0. REMARKS ® TEMPERATURE SENSOR :� LOCATION SERVES N0. NBH MBH N0, REFRIGERANT RLA LRA NO.OF HP WATTS NO.OF AREA(EA) ROWS TEMP TEMP V PH HZ MG MOOR OT THERMOSTAT SB n TYPE EA FA FANS CKIS SQ.FT ACCU-1 GRADE AHU-1 25.2 20.3 1 R410A 10.3 52 1 1/10 165 1.0 13.22/12.65 2.0 45 95 208 1 60 13.8 20.0 LENNOX 1 2 ACLU NR COOIID CONDENSING UNR XC16-024-230 0 0 AFF MOVE FINISHED FLOOR LEX ACCU-2 GRADE AHU-2 25.2 20.3 1 R410A 10.3 52 1 1/10 165 1.0 13.22/12.65 2.0 45 95 208 1 60 13.6 20.0 X618-02244-230 ( (D ANU AIR HANDLING UNIT ACCU-3 GRADE AHU-3 35.7 30.0 1 R410A 11.15 58 1 1/6 200 1.0 16/13.3 1.83 45 95 2DB 1 60 15.0 25.0 LENNOX 1 2 SSBLENN4542Y 0 0 BN BRITSH THERMAL UNIT NOXACLU-4 GRADE AIU-4 49.1 39.6 1 R410A 13.46 88 1 1/4 270 1.0 18.3/13.3 1.73 45 95 208 1 60 18.5 30.0 SSBoO48H4S42Y 01 0 BTUH BRITISH THERMAL UNR PER HOUR ACCU-5 GRADE AIU-5 49A 39.8 1 R41GA 13.46 88 1 1/4 270 1.0 18.3/13.3 1.73 45 95 208 1 60 18.5 30.0 SSB0D44W44S42Y 01 0 CO CCOLINC COIL L.I..I CD CONDENSATE ACCU-6 GRADE MU-6 W.7 1 30.0 1 1 R410A 11.15 58 1 1/8 1 200 1 1.016/13.3 1.83 45 95 2D8 1 60 15.0 25.0 SSBO�T6HOO4S42Y 01 0 CFM CUBIC FEET PER MINUTE W 6 88 ACCU-7 GRADE MU-7 49.1 39.0 i R410A 13.4 1 1/4 270 1.0 18.3/13.3 1.73 45 95 208 1 60 18.5 30.0 S580D48HH44S42Y 01 0 CO CLEANOUT > W F- 01 PROVIDE WITH ELECTRIC DISCONNECT SWITCH. DB DRY BULB TEMPERATURE'F O (,/) Lu 5Q 0 PROVIDE ALL UNITS WITH LOW AMBIENT KITS. ON DOWN C�C C H L EF EXHAUST FAN G L✓ ' ` (J) C/j ECUH ELECTRIC CABINET UNIT HEATER Q O W Q Z ER EXHAUST REGISTERz z W DIFFUSER, GRILLE do REGISTER SCHEDULE FAN SCHEDULE EDH ELECTRIC UNIT HEATER O = EXH EXHAUST NECK SELECTION OPPOSED WWUFACTURER UNIT NR QLIWITIY STATO PRESS.EXTERNALW7C ELECTRICAL DATA NNNUFACNRER REMARKS FLA FULLFULL LOAD AMPS W SYMBOL SITE LR%l1E - BLOW MOUNTING B WTERAL DAMPER NTµ �MARILS ND. LDG1X)N DRIVE TYPE (CFY) Ul.H�1RPM I HP V PH HZ IA MODEL HXI. ~ OOR SD-1 SEE DWG'S SEE OWG'S 1-WAY T-BAR YES STEEL TAILS-OMNI 1O GR-HECK FPM FEET EF-, ATTIC BATHROOMS DIRECT 350 0.35 1550 1/12 115 1 60 SD-85-D OO FPM FEET PER MINUTE SD-2 SEE DWG'S SEE OWG'S 2-WAY T-BAR YES SM TITUS-OMNI 0 0C GENERAL CONTACTOR LLU 0 PROVIDE FAN WITH HANgNG SPPoFG VIBRATION ISOLATOR OTS HP HORSE POWER LL SD-3 SEE DWG'S SEE DWG'S 3-WAY T-BAR YES STEEL TMIS-OMNI 0 0 PROVIDE FAN WITH ELECTRIC DISCONNECT SWITCH. TO SD-4 SEE DWG'S SEE DWG EEL'S 4-WAY T-BAR YES Sim TUTUS-OMNI 0INSIDE GAIT ER LA N T LEAVING TEMPERATURE SD-5 SEE DWG'S SEE DWG'S 2--WANT T-BAR YES STEEL TAILS-OMNI 0LVG LEAVING SR-1 SEE DWG'S SEE DWOS SDEWALL SIDENALL YES STEEL 7uRL TITLE: ELECTRIC UNIT HEATER SCHEDULE LOOT LEAVING WATER TEMPERATURE RG-1 SEE DWG'S SEE DWG'S - T-BAR - ALUMINUM.-. TIT O2 Equipment MEIN THOUSAND BTU PER FOUR HVAC ui men RR-1 SEE DING'S SEE DWG'S - SIDEWALL - STEEL TM L UNIT ELEC.DATA MANUFACTURER M REMARKS Designations NO NORMALLY OPEN(FAIL POSITION) EC-1 SEE DW'G'S SEE DWG'S - r-BAR YES srm BER - NTS NOT TO SCALE S FL O NO. LOCATION MOUNTING MEIN KW VOLTS E Hz SYMBOL DESCRIPTION OBD OPPOSED BLADE CAMPER LEGEND& Q7 PROVIDE WITH DIRECTIONAL BLOW CUPS,MOLDED INSULAT10N BLANKET(R-6)AND T-BAN FRAME MDUNT. ELIH-1 SEE DRAWINGS WINCING 10.2 3.0 208 1 ISO YOMARe1 Ol 0 OD OUTSIDE DIAMETER SCHEDULES Q PROVIDE A T-BAR CEILING FRAME e EQUIPMENT O PROVIDE UNUNITWITH SPRING VIBRATION ISOLATORS. DESIGNATION PC PLUMBING CONTRACTOR 0 PRWIDE UNIT INTEGRAL THERMOSTAT. NM-THE HEXAGON SYMBOL SHALL BE PD PRESSURE DROP USED FOR ALL EQUIPMENT CALL= p5H POUNDS PER SQUARE INCH REQUIRING ELECTRICAL POWER HOOK-UP. DATE ISSUED: RR RETURN REGISTER .. . 8.01.07 EQUIPMENT TAG FIG RETURN GRILLE REVISIONS: CONDENSATE PUMP SCHEDULE ELECTRIC WALL HEATER SCHEDULE a DESIGIAHON/ACTIVE LENGTH FOR FIN-TUBE RLL REFRIGERANT LOUD LINE UNIT CAP. SHUT-OFF FLUID TANK GP. ELECTRICAL GTA WWUFACIURER ELEC.GTA MANUFACTURER USED THE SQUARE SMM80L SHALL BE RPM REVOLUTIONS PER MINUTE N0. LOCATION SERVICE ( ) PRESS TEMP. (CAL) VOL75 I Hz WATTS MODEL NUMBER UNIT USED FOR ALL EQUIPMENT GLLOUIS 7FMT (F51G) ('F) (AS L NUMBEARm NO. LOCATION MOUNTING MBH KW VOLTS E HQ MODEL NUMBER REMARKS - DO NOT REQUIRE ELECTRICAL POWER. RSl REFRIGERNNT SUCION LINE _ SD SUPPLY DIFFUSER CP-1 MECH ROOM AMU-1 70 6.5 70' 0.5 115 1 60 60 LITTLE VCMA--15ULS OMARK - EQUIPMENT TAG CP-2 MECH ROOM AIU-2 30 6.5 77 0.5 115 1 60 60 LITTLE GIANT "EWH-1'' SEE DRAYBNGS WALL 5.12 1.5 208 1 80 CWHI202 0 CFM AMOUNT SP STATIC PRESSURE(INCHES OF WATER) VCMA-15ULS NECK Siff SR SUPPLY REGISTER CP-3 CEILING AIII-3 30 6.5 70 0.5 115 1 60 60 Urt E GIANTEWH-Y SEE DRAWINGS WALL 5.12 1.5 2D8 1 60 C 1202 O SM]E:THE SQUARE SYMBOL SHALL BE TYP TYPICAL DRAWN BY: VCMA-15ULS USED FOR ALL EQUIPMENT CAUDUIS THAT MSG LITTLE GIANT 1 UNR SHALL BE FLUSH MOUNTED COMPLETE WITH ELECTRICAL DISCONNECT,FAN DELAY AND INIERGRAL THERMOSTAT. DO NOT REQUIRE ELECIRICAL POWER. WB WET-BULB TEMPERATURE'F CP-4 CEILING AIU-4 JO 84 70 0.5 115 1 60 60 VCYA-15ULS 0 _ - PROJECT#: CP-5 CEILING AHU-5 30 6.5 70 0.5 115 1 60 60 LITTLE GIANT _ C-0012-06 VCMA-15ULS . DRAWING NO.: 01-6 CEILING AIM-6 30 6.5 70 0.5 115 1 60 ED � 1 � v CP-7 CFlUNG Alll-7 ,0 6b 70 0.5 ,15 i so N;o MA 1S ,B I E I `R- M - - B UILDING ENGINEERING R E S,INC. . N-k. No, MA E.f1J RI 0 Tl:(5.)=762. T.l(4)J)54012 F (5118)]71M Fa:WJ75-% BU@BER-Fg , _ ww.Eumgiomin8.mm L r - � YLnM _ m � ,'`IJ ❑ pzl / N-------------------- p I I j j 3 nE c'I�o r I I I\ J o oZt0 m ' a ■ O - -a :z I I I �.z I I I c I 4 F i m I z d o O O z 0 z a0 -L--] [-Hu • I � AN A Nv A N ■ I I � ' I � I s neR :n fR I I j I , I 1 I I - I I I i I I I i I , i 1 and I I cL�D�� IIII z mvir I 1 uulw o o - FERRY TERMINAL IMPROVEMENTS AhL ■■■■ Mod BROWN LINDQUIST FENUCCIO&RABER yF zo � FOR 11 mmmm ARCHITECTS,INC. 7 z = m 9lz O _ b 203 WILLOW STREET.SUITE A PH 508-362-8382 y -� A D 3,7 C O �J -n D HY-LINE CRUISES YARMOUTHPORT,MA 02675 ««« .o�aw FAX508-362-2828 in z Z A T z D OCEAN STREET Z P o HYANNIS, MA S113s� iN Lq D rn m � = 0 „_ 7 u d i o 'T� ' r O 0717 -- r D K V I I mar i L I 1 I I I E I I + I I I I r L-------------- I I I I I I \I ? �,. 8 m--------------- €F INV � o -- p 1 _ � I � I I I �NI L__ __--T 1 1 I I I I I I 1 O I I I I I I I I I I 1 I I I ~ I I � I I }� •" w c I I N I I I I r II I I I I I L 1 1 I 42 I I I I I I • I I 1 I I gig, ccD cn I I I I I I I I I I ' I I 1 I I o < m FERRY TERMINAL IMPROVEMENTS - BROWN LINDQUIST FENUCCIO&RABER z CD z o 51? O FOR m��� ARCHITECTS,INC. cn F5 Z = 203 WILLOW STREET,SURE A PH 508-362-8382 J ° 3 z o z HY-LINE CRUISES VARMOUTHPORT,M4 02675 FAX 508-362-2828 m S$y z J o o o OCEAN STREET HYANNIS, MA r STA 4!���P`ZH 9 ! ST£WEN A. �GP i WAN 01 NI HANICAL YA o.34989 O � I ON C I 10 ----- ------- — -- --- - -- c I I I I O LL I -—-—- —-—-—- -- 11 II I I U Ga - Z o td �— —O ___=_- - - ----------------I - ':e �e a I I I LOWER ROOF EDGE / \ - PUBLIC ROOF 7 z w II I II II I � \w\ UPPER ROOF EDGE I --------------- moI L" LU QPOL ------- _ W FLOOR. 1 I' C C N V; U — 11 I ICP I O w z z II 1 DOWN N l i 5 µtill i Q______, z J Lu } . S r----------it li T 1 1 I +—TON ; I 1 1 t I I �_ O ' 18 RN I 1 I U _ __ ___ ___ __ _ AHU _ w I I CP U N C.O.— 1118�114' —� j EUH I Ij ~ II y II 3 3 LL .0. �— I ' 11 LL3 1 I L— ——__ _J I I - -Aaj — I —� 16'x14' 16'x1 1 I__ ________-_- C. I I L__ 1 II I 2 ® 205Q0� J,I____ ___ I II 4 ---------------------- III o r T62)1'x14'I 1 TITLE: AHU , VENT I 1 Lr/ 4 I L UVER j j ```�♦ II 11 11 -_h I ,X _ _— I I YODEL EDJ-401 F \\`- �_ I ;. 241TB' I i ` 1 _ �RTA Y�INEE-AREA. 1.8 _—_ --------------- ----------------- - — - � MECHANICAL 5 , L�-------- i �� 11 I ATTIC PLAN � 1 I I III 1 20520'SUPP i I� I RETURN DOWN I I I 1FIRST FLOOR. I II ____________________________ _— Ii 1`------------- -- --- -------------� ,I --------- DATE ISSUED: - 8.01.07 LINE OF WALL BELOW—] I� REVISIONS: GENERAL.NOT : KEYED NOTES: - 1. ALL PIPING ATTIC SPACE T BE Oj UNI AND R LINES TO ACW D I, ELEVATOR VENT LOUVER LOWER SHE ROOF RJSUUTED TOO AVOID FREEZING.. UNITS ON GRADE WITH PLENUY I I+ROVIDED BY ARCHITECT I OO 4-0 B-VENT FLUE THRU ROOF. Q3 SECON EFLOORr DUCT DOWN TO F Q4 10.9¢1 wo DUCT UP To ROOF B E CAP. DRAWN BY: QS MSG 24-AW ELEVATOR VENT DUCT CONNECTED TO LOWER IN PROJECT#: ^ ELEVATOR SWIFT.DUCTWORK TO C-0012-06 I"IECHANICAL ATTIC PLAN. BE�NGAREED UP D'DUT D 3 LOWER R GABLE END.DIICIRE SGALE: I/4"=I'—OD TO WRAPS wawvED w 2 HR.FIRE R F R DRAWING N .: ©CONDENSATE LINES DOWN TO - _ B I E I 1� JANITORS SINK ON FIRST.FLOOR.. M 1 B 2 BUILDPlG ENGMEERING RESOURCES.I NC. 29 Main St—L Bldg.)A 12MIN—WAvrnu NO.Euwn,MAB2556 E.F.Ii(i01!]54N3 ,,2116 Td:(50R)1IM260 T11:(40Il J55A 2 F.:(50B)2JU0265 •. - BER(gBER-EnSiwvi _ waw.Ea+n�wmingwm L r � } D I3j-f M y}� y A Y Ao F A I o D I 8 8 Om r m m V D I I Ir i�---------------____------ I I I ii I I I � I A II I II Or II I I I II it I I II II I I I ' - I 00 ' I.I I gp I �TTFii v I I I I I `/ C y I II II 6 2dyy I II II X I • II it zij I I I , II II 1 II II II II II I O II II I I II li ' I II �- - —— ---------- -- _ - - - - --- - ---- —I II I I -_- i , L I ; p Z I • I I f 11 I II m m II A O II I II N m 2: m D O � 80 .. ul m r0 i l Orr r a - f Orr m �n I l i m> I I WWWW I I AO pAo I I I � I I AO I I Q II m I , I I I 1 mT O I I I I ZO • I I I 1 I I I -IA I I I 11 II I II I I I I I 1 I I I I I I I I I I ---- ---- al I I I I I I I I I I I �$ T, till o - FERRY TERMINAL IMPROVEMENTS COM�gd2r �mmm BROWN LINDQUIST FENUCCIO&RABE z z o M ARCHITECTS,INC. o FOR z ~... O O 2 203 WILLOW STREET.SUITE A PH 508-362-6362 z HY-LINE CRUISES VARMOUTHPORT.MA 02675 •••� 'a�=m FAX 508-362-2828 D Z> z z D OCEAN STREET �,` c^ > z p a o r HYANNIS, MA s113s�`a�a V - - - STAMP vI H OF Mgssq PREFERR At TERNATE• AI7FRNATE• BLTFBN -• • - .' �z TARE NG TAKE-OFF FITTING TAKE-OFF FTITING TAKE-OFF FITTING STEVEN DUCT MINIMUM - HOLE SIZE 1lQIFS: 60 7.5z5.5 _DUCT 7.5 HEIGHT ALL ROUND AND RECTANGULAR OPTIONAL FEATURES SHALL - z KARAN '^ IDX4 11.5z5.5 7.5 BELLMOUTH FRTINGS SHALL INCLUDE THE FOLLOVANG: STANDARD 45 _ - U ' t6z4 i7.5z5.5 7.5 BE INCLUDED WITH TIRE FDL- - BELLMourH BELLMOUTH MINI-BEWAOUTH AR RECTANGULAR TO - SUPPLY DUCT CHANICAL �r 24z4 25.5z5.5 7.5 LOWING STANDARD FEATURES: 1.26 GUAGE GALVANIZED - FlTDND MODEL MODEL BIRD CONNECTION -� ROUND BOOT 6.5 7.5x6.5 8.5 QUANDRANT VOLUME DAMPER BMD - WITH END FLAPS MODEL MBMD CONNECTION - No.34989 IONS 11.5z6.5 IS 1.NEOPRENE GASKET TO WITH TIGHT FITING GASKETING � � BENT OVER MODEL 3300D M t6x5 17.56.5 8.5 MINIMIZE AIR LEAKAGE TO MINIMIZE LEAKAGE AT 245 25.56.5 8.5 2 PRE-DRLLED HOLES DAMPER PIVOT POINTS. 6x6 7.5z7.5 9.5 FOR QUICK M UN ITING. 2.HEAVY DUTY HARDWARE IS 10x6 11.5x7.5 9.5 AVAILABLE FOR APPLICATIONS - S/ON,AL�� 3.CONSTRUCTED OF HEAVY AVAILABLE VD VO VD 16x6 17.Sx7.5 9.5 DUTY GALVANIZED STEEL WITH INCREASED STATIC - 24x6 25.5x7.5 9.5 PRESSURE REFRIGERANT 8x8 9.5z9.5 11.5 `- VENT IXWUIST UQUID A SUCTION 16x8 17.5x9.5 11.5F LINES 248 25.5x9.5 11.5 9891)C,H BRANCH y BBAtJOtl VENT INTAKE w 10x10 11.5z11.5 13.5 - ` 11,10 17.5x11.5 13.5 .. 24.,0 25.5z11.5 13.5 MINIMUM MINIMUM MINIMUM - GAS SUPPLY 8Y P.C. *6 o 0 BLff6MS1E .DUCT HOLE DUCT HOLE DUCT HOLE TAKE�OFF�FI�RTING TAKE-OFF FTIIING - 512E SIZE- D SIZE SIZE �� SIZE SIZE D - REFER TO PLUMBING d HEIGHTUCT HEIGHT HEIGHT DRAWINGS FOR U PREFERR 5• g•. 9• 5• _ _ 5• 5x-1 7• - ADDITIONAL U RECTANGULAR aR _ U 6' 9• 10' 6• 7• 9• v 6•x12• 8• - ♦ INFORMATION z d Built" FLOW TAKE-OFF '7• 10• it' 7• - - 1. 6'zi2• 8• FITTING MODEL 8• 11• 12• " 8• 9• 11• 8• 6.5•z12• 8.5• C RETURN LL RBMD 9' 12• 13• 9• - - 9• 6.5•.Ir B.5• DUCT t- IV 13•. 14• 10• 11' 13• 10• 6.5•x16• 8.5• = U K 12• 15• 16• 12• - - 12• 8.5•x78• 12• 14• 17• 28', 14• - - 14• 10•z20• 10.5 - _ � Z - % 16• 79• 16• L.16• - - Z xn z U a^ W VD I •ALTERNATE FITTINGS TO BE USED WHEN DUCT HEIGHT UPF'LOW AHU - Z „o BBANCN 96ANQN - - DOES NOT PERMIT THE USE OF THE FULL SIZE BELLMOUM. O U C H ALTERNATE RECTANGULAR BRANCH DUCT TAKE-OFF DETAIL NTS ALTERNATE ROUND BRANCH DUCT TAKE-OFF DETAIL NTS UPFLOW FURNACE DETAIL NTS ROUND-TOP CAP (USE TAPERED IXTT CONE FOR FORCED DRAFT EQUIP.) 3'-0•MIN. INSULATED ROUND DUCT 3/4•DRAIN CONNECTION OR AS TAPE AND SEAL CLAMP AIR TIGHT(IYP.) ' REQUIRED - BY LOCAL NIPPLE SQUEEZE CODES z TEE COLLAR w CLEANOUT PLUG SlDRM ROOF-FVSFIING, I UNIT AND VENTILATED CONDENSATE - ROOF THIMBLE w CONNECTION !- PITCH DN. O W W 1/2X•=4IN.DROP _y TOIN�CONDENSATE I COUNTm� 'L' N w VOLUME DAMPER • ROOF CONSTRUCTION O O O SKIRTFLASH TO _ _ N DISCHARGE MUST BE FLUE U INSULATED FLEXIBLE DUCf,1-1/2' BREAION Pµ OF I z O Z W Q CEILING TILE _ /r T-BAR SUSPENDED RETURN BEND I S U } - CLG - X=TOTAL STATIC PRESSURE OF FANI i W = O NOTES ~ 1.ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP. } 2.PITCH DRAIN FOR PROPER RUNOFF. - 3.MANUALLY P WE FILL TRAP BEFORE STARTUP 70 FORM INSULATED FAME DIRECTIONAL DIFFUSER FACE INITIAL DRAIN SEAL NOTES SEE SPECIFICATIONS C 4.SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND 1.PROVIDE NECESSWY GUYING 70 STRUCTURAL w NQIEK CONDENSATE OVERFLOW. _ STEEL AND SUPPORTS AS REWIRED BY FLUE HEIGHT. LJ_ MWMUM FLEXIBLE DUCTWORK LENGTH 2.CURB ROOFING AND FLASHING BY G.C. MAALL BE FLEXIBLE 3.SEE SPECIFICATIONS FOR OTHER REQUIREMENTS. SHISUPPLY DIFFUSER IN DROP CEILING CONNECTION DETAIL NTS DRAIN PAN WATER SEAL PIPING DETAIL NTS FLUE THRU ROOF DETAIL NTS TITLE: UNIT SHAD.BE SUSPENDS FROM - WALL MECHANICAL SPRING ISOLATOR(T(YypP OF CEILING ABOVE WITH THREADED 4).SECURE TO SIRUCT. FLOOR OR CEILING ABOVE .". +. - RODS.NUTS,BOLTS,CLAMPS,4 ,SHEET METAL STRAP DETAILS 2•z2•x3/16'(TV,) VIBRATION ISOLATION HANGERS •. 1•MIN (Iypr 1/4'SEISMIC RESTRAIN - F;:::: ��ENIME DATE ISSUED: AC COIL FURNACE SECTIO CDUCT SEE OF 4) _ _ / RAIN SHIELD 8.01.07 ��) Duct(��) REVISIONS: 3/4•CONDENSATE DRAIN FROM 1 2Y THREADS ROD. - - / EXFWIST (I/YP OF 4).LOCATE SHOWN ON FLOOR PLANS T(1 MISS UNB ACCESS AC COIL W/P-TRAP ROUTE AS INN PANELS. - rAIR (I He I I F M3 4•CONDENSATE DRAIN FROM .. RNACE SECTION W/P-TRAP // •. 1 II It I ROUTE AS SHOWN ON PLANSit COUNTER iIING 3 16on I 2•x2'x3/f6' I DRAWN BY: OF 2 III TRANSITION(TYP.) MAINTAIN 12•MINIMUMABOVE MSG 45• ) FLEX CONNECTION(TIP Ec AUST.) .�IN-UNE FAN - CAFTICIPATED HIGHEST ANTICIPATEDPROJECT#: f 2'/ FADS ROD _ - - CLUE F3.80W LEVEL P16N_I�E1Tf ,R DRAWING NO.: BUILDING ENGINEERING -so INC BrIN HORIZONTAL AHU HANGING DETAIL NTS IN-LINE FAN HANGING DETAIL NTS SIDEWALL CONCENTRIC ASSEMBLY DETAIL „Euw MA ILA 6A E Pod..P.111Z9I6 M2 . - F.(5U8I21U1)265 Fu:(4UI)41540I8 0 BER@BER.fogw mgSam wcr.bmsogivenwgmm L - - r � y nP�iN ...... P�$> '� N +� � Y g`� I n is � w o zn e n P > , d y P > i �j i `�f'� n P > m PY'f YNr. �� R '� 3Y 8 25 a m�PPfYNr 12 js� J P alp 9 im i Slip mill I I a N all 111 1 1 A 6 R loll pig 19 ` 8 € 1 R 94.gg pA Riffs 5 � P F IF f a� .12 11501 �� g Q a c to I RN RA log fig N1 g � Ig Pal pi A rf 9 1R 9 rR�� Rig o g 1 01-0 Q R _ _ P P i N " > F P `� n e e, P. N NN_ P !yy^yP. yPy yP fyyYN� N� PYP PfYN 9 y yy :' ram+ �B L 'zR A ll , 0 h I - I 1 1i; M All 9' Mpg I q 'I Eli I; R � s IXF2� 1" � � A �$ gtill $ � � Ali t o $ 19 sz � do IF SRN 11 - I �2 � t Ali � 0 g9 1� 0 �� ajig p o Ej =R a a p ERA ARA lamp vao � e INJ R XF 00 n n L r€ vN- > �'R� m RP� nr 5 � J � � S F n F SIR I � s � q Lei m �� P»$ > Eli $� ga 2IF 11 ?1 log g Y lip 11 10 . € B 09, gill IP 1113111. Ira I1 � isi � s � 71 ® AFC oa a o sus € I � jjjs�99 RR16 S1 up 1jr1 - a oil Mill I 9 9 VTR �t gg 4 �� 1 S a $ a R Is ep MA � B R R � � Y a I aafi I 91 a� g ^ � MM Rpm A N",_ o o N m - FERRY TERMINAL IMPROVEMENTS ■- BROWN LINDQUIST FENUCCIO&RABER (Z m N C �_ m FOR mmm� ARCHITECTS,INC. r D Z � < r ` _1 p T = 203 WhLOW STREET,SWEA w R� PH 508-362"8382 ` W 3 D z HY-LINE CRUISES YARMOUTHPORL MA 02675 FAX 508-362-2828 8 o 69 OCEAN STREET �" P o HYANNIS, MA r - STA CN OF AAq PLUMBING LEGEND STEVEN A. cSGs o KMAN 4'FLANGE CONNECTION - CW COLD WATER C ANICAL m OUTSIDE BUILDING WALL q 1/2^CW TO POTABLE ———— HW HOT WATER 0.348$9 WATER TIGHT SLEEVE WATER SYSTEM CO - Q a--1\ NCRETE FOUNDATION FOUNDATION WALL 18" FINISH R.EL%%1(%X ` WALL OR FLOOR ----- HWR HOT WATER RECIRCULATION PRESSURE GAUGE GRADE EL. (TYPICAL) 2 1/2'WATER METER WATERPROOFING S or W SOIL OR WASTE /ONAL EN TYPICAL UNION SANITARY,DRAINAGE (S/W)= S or W SOIL OR WASTE BELOW FLOOR OR BURIED • 4' TYPICAL 2 1/2- 2 1/2-STRAINER OR WATER PIPE WATERTIGHT SLEEVE WITH SHUTOFF VALVE .Q WATER STOP PLATE ------ V VENT Cco X'WATER MAIN 3/4'GRAIN VALVE a —V-- V VENT BELOW FLOOR OR BURIED o a 2� —TYP.1/2'TIE ROD WITH -- — —G— G NATURAL GAS 4'WATER SERVICE U `ol __ 0 DN/UP PIPE SUPPORT Ff DROP/RISE LL !L 4 FINISH FLOOR 1 / G ESCUTCHEON PLATE W&T WASTE&.TRAP �- 0 Y U 7SL.EEVE 18'X18'THRUST BLOCK SET SCREW CO CLEANOUT PLUG4 FCO FLUSH FLOOR CLEANOUTWATER TIGHT WALL FOOTING V 1/2-TIE ROD - SLEEVE J 7 CAPPED PIPE O U NOTE: 1— ARROW INDICATES DIRECTION OF FLOW m Q PIPE SIZES VARY.SEE FLOOR PLANS FOR SIZES. Ty Al ARROW INDICATES DIRECTION OF SLOPE �B O 1 WATER ENTRANCE DIAGRAM 2 DOMESTIC WATER METER DIAGRAM 3 WATER TIGHT SLEEVE T WTs WATERTIGHT SLEEVE ' o 1VI3 HTs Nrs HB HOSE BIBS NOTE: A RISER DIAGRAM DESIGNATION WATER HEATER TO BE HUNG FROM STRUCTURAL STEEL HANGER ROD HANGER ROD LOCKING NUT DIAGRAM NO.&DWG.NO.REFERENCE FINISH FL LOCKING NUT SUPPORT NUT SiRUCTLIAL SLAB TYP.UNION ® FD'A' FLOOR DRAIN&TYPE z GALVANIZED NUT L u &LOCK NUT TYP SHUTOFF VALVE —5/8'HANGING ROD SUPPORT NUT CLEWS HANGER ® WM WATER METER TYPICAL FOR 4 CLEWS HANGER LJ,J i EEL UNIST GALVANIZED INSULATION PIPE ® GM GAS METER \ � _ STEEL UNIS7RUT VTR VENT THRU ROOF O LL-) L j Q .4.. ,`L. (' I PIPE 1,� C L u �O' `3/4• VACUUM RELIEF VALVE HIGH DENSRY INV INVERT S� Ly ° .EQ. C],�y TEMP.&PRESSURE INSULATION 12'LONG TIP TYPICAL •.d, L3/4. RELIEF VALVE INSULATION SHIELD, - U GALVANIZED 1/2- 3"AND NLARGER FORPIPES O LL z z STEEL ROD <� ELECTRIC TUTS NOT TO SCALE Q WATER HEATER W&V WASTE AND VENT Z z L u Q GALVANIZED NUF HANGER ROD SCHEDULE HANGER ROD SPACING J U > DRAIN VALVE WITH VB PIPE SIZE ROD SIZE PIPE SIZE MAX.ALLOWABLE SPACING 5 &LOCK NUT AFF ABOVE FINISHED FLOOR `— = O UP TO 2' 3 8 DIA. l' 7' GALVANIZED HANGER INSTALLED SERYICINSIT 2 1 2 THRU 3 1 2 DIA 1 1 4 8' LLi AT EVERY JOINT AND CHANCE 4'AND 5' 5 8 1 1 2 B' AFG ABOVE FINISHED GRADE F— IN PIPE DIRECTION. 6'THRU 8' 3 4 2' 1D' LpC LIMIT OF PLUMBING CONTRACT 12' 7 8 2 1 2 11' O CAST IRON SANITARY OR 3'THRU 8' 12' NIPC NOT IN PLUMBING CONTRACT Of STORM DRAIN PIPE SEE (4)3-X3'XI/4-STEEL ANGLES 10'&12' 15' L u PLANS FOR SIZE AND IW. WITH 25X25'ALUMINUM DRIP PAN GC GENERAL CONTRACTOR Ll NOTE:I ALL PIPING RUN IN CRAWL SPACE SHALL TYPICAL HUB INSULATED AND NON INSULATED BE HUNG FROM FIRST FLOOR SLAB PC PLUMBING CONTRACTOR PLUMBING SYSTEMS EC ELECTRICAL CONTRACTOR 4 UNDERSLAB PIPE HANGER DIAGRAM 5 CEILING HUNG EWH DIAGRAM 6 CLEVIS PIPE HANGER/ROD INSTALLATION NIS NB NIS TITLE: PLUMBING FIXTURE SCHEDULE LEGEND& SCHEDULES- SYMBOL FIXTURE FIXTURE FITTINGS REMARKS PLUMBING MANUFAC URER MODEL TYPE ANU ACTURER TYPE SUPPLY TRAP P-1 WC KOHLER K-4330 WALL SLOAN Bill 1 1/2- MOUNT PR ADA SPECIFICATIONS MOUNT PROVIDE K-4670-C OPEN FRONT SEAT p_p LAV NOHLER K-1728 HUNG WALL CHICAGO 3300 1/2- 2' ADA,PROVIDE TRU-BRO INSULATION KIT FLOOR DATE ISSUED: P-3 JANITOR SINK FLOORSTONE MSR2424 MOUNT 1/2' 3' PROVIDE MR-370,MR-371&MR-372 8.01.07 WALL HUNG 1/2- 2• MOUNT PER ADA SPECIFICATIONS P-4 DRINKING FOUNTAIN HALSEY TAYLOR HCRFEBP REVISIONS: P-5 SINK ELKAY CR1721 DROP IN 1 1 1/2' 1 2' TP-1 TRAP PRIMER PPP INC. PR-500 1/2' FD-i FLOOR DRAIN J.R.SMITH 2O10 2' PROVIDE WITTI TRAP PRIMER CONNECTION FIXTURES ON SCHEDULE ARE HOUSE FIXTURES TO BE INCLUDED IN CONTRACT ADDITIONAL FOOD SERVICE EQUIPMENT SHOWN ON FLOOR PLANS SHALL BE INSTALLED UNDER TENANT CONTRACTS ELECTRIC WATER HEATER SCHEDULE DRAWN BY: DLS RECOVERi PROJECT#: 1. I.D. MANUFACTURER MODEL GALS. KW I i i iVOLTS PHASE HZ REMARKS C-0012-06 - _ - DRAWING NO.: EWH-1 RUUD I EGSP-15 1 15 30 80' 6 1 60 - _ B IEIR BUILDING ENGINEERING RESOURCES.I NC. 28 Main S---Bid,Tp 1240 Nm,kn-- p 1 0 No.—m MA MN6 E pmvid<o.KI U2916 Td:(508)280.0260 TH:(40114T5J 2 1 (SU8125U 1 F.:14uH J15A6116 BFA(gBFA.Evgi�m'vQ.mm wa.8nm5mmo,gam L F- - - STA '(N OF M,q�gc' / STEVEN A. KARAN *= / I E Q989NICAL C / LANE #3 /ONAL c 6 w --- - - --------/------ - -- ---- -- -- - - -- -- - o 0 0 0 m m� / O a U / RAMP DOWN 1:12 Z / w / 50 $ O O a? 0 F- DN uo Z � mom¢ �g DN 'BBB j8 n IrTl \ - -- -- -- -- --- -- ---------X --<Dz CWC / LANDING G Lu / Ir ■ > U) F— / KIDS m O Lu FTI cwn Lu o- ZD c � 1 - - - - SOU Zz / PROPOSED VALVED A -- - - -- J 11J TENTANT"A" CAPPED CW FOR TENANT USE Q W z LL `l ' I (TENANT METERS @PIPING ---- --- Z Z IBY TENANTS N.I.C.) --------- ---------- COMMON 1 LOBBY 1 1 TENTANT"B° i ---- --- C = O Lu E1VH_1 P1.0 ____ ---- ~ 1/2'HW DROP ---_—_---r----, 2'W ON 1 1/2V RISE I rev su1K S i 1/2• DROP --- ---- C P_4 ( W 1 1 1/2-TRAP PRIMER DN FUTURE 4•GREASE WASTE LL 1 \ 3/4-HACW DROP J (2)2V ON CONNECTION FOR TENANT USE \ / 4'S DN \ 2V DN 1 1/2- 1/2e 1/2' P-23V UP i IP-2 ��-1- 10-0'LPC \ \ 4'S UP A 7 \ 1 1 2' 1 P_1 P12PFOR CONTI UATION .01 3'FD-1�.0. I 3'FD-1 .o. \ — — — — FCO MENS -t T�WOMENS 1`\ EfEVAT011 TITLE: \ 3/4'CW UP0 V oF2C O V GIs p NMNE ROOM ROOM 41\ TIER—— _ PROVIDE 4'GREASE WASTE EXIT 4'BELOW FINISHED >+��� .FLOOR TO PROVIDE ADEQUATE PITCH FROM FAR END OF i 'Va SPACE.COORDINATE WITH CIVIL FOR FINAL LOCATION. FIRST FLOOR FUTURE 4'IE NT 1 'RAMP ((CIVIL TO REVIEW SIZE OF EXISTING GREASE TRAP) Up ,,,�,� SANITARY CON cr1DNl 1 PLAN-PLUMBING Ll IR x! x4 I DE b RAMP 4 0 4 R PRBELOW FINISHED�UR.T. 1 e 21 2' STAIR SERVICE +'c ENTRY PRO E ADEQUATE PFROM I I tic FOR ALL) Po01 END PE. 7Tx>2 s nER DATE ISSUED: 14xso taxes 1gx4a _ ---'----- 1.1 — 8.01.07 \ 4 TIE e A 4 RE —� — — — — — — — — — — -- --ai — -- — -- -- — -- — REVISIONS: S M (TYP) P00 1 1 DRAWING NOTES: uv 1.ALL PIPING IN INTERSTffK SPACE BELOW FLOOR SWILL BE HEAT TRACED A INSULATED FOR FREEZE PROTECTION. DRAWN BY: DLS ' qII I I METER SERVICE Co. TENAMD AN ONE HOUSE I PROJECT#: C-0012-06 OVDMETER(FOUR)TOT CAS USAGE TO BE DETERMINED '' A DRAWING NO.: e ENANT DELIVERY DR4 PROVIDE 4'WATER SUPPLY INTO BUILDING.T DELIV WEIR -TENANTS TO SUPPLY SUB-METERS WITHIN , FIRST FLOOR PLAN TENANT SPACE WITH REMOTE READERS 1 ACCESSIBLE TO OWNER TO READ IN GALLONS. BwEowc ENciuEEamc RFSOURCES,I Nc. SGALE I/4°=I L SUB-METERS NOT IN CONTRACT. NN�i-M 0231A F Pmii&=.FU MI6 No.(503)MA0215fi EPd:ZZ ID 0i016 T�I:(5081110.0'_lA T<I:H01)J15JNR F.:(508I25D 65 Fw:1 1411111: - BE0./gBE0.Eng"vimotgam 1°" L r H OF MgSS / gR STEVEN A. tiN I Z KARAN / ski HANICAL c LANE #3 985 q Q �• 7S EPA ` / NAL Er' / c w m p m — ———— ------- ----------------/6----- — —— — — —— - o 0 0 0 Iz o� / Q a U I RAMP DOWN 1:12 z Q 6 DIN w a / m Of ¢ o DN DEB � / ':e o - ---- -- -- -- --- -- ---------X------ I —+ z Q w ' I LANDING 1 LL • I ATM \ O Lu Lu Q / KIDS T Of W 11 , f5 Lv s � U cn vi I 1 1 - - - - --U- --- - — Q w LL O ' TENTANT A -------- ---- --- Z Z LLJ Q I 1 1 COMMON LOBBY ____ ___ 1 1 TENTANT"B' i _-_- --- C' = O ---- -- � ---- - 3'W8T I 4 S UP 2'N UP ---- --- 43 UP FLOOR ELEV. I rlon SINK 2^N UP SViAFi -__ ____ L u LL \ HEAT TRACE do ALL CRAWL S \ PIPING IN CRAWL SPACE \ 3 4'CAPPED FOR � FUTURE TENANTENAW USE MINIMUM 7 iP SEE DWG.P1.1 FOR MENS 2.-6"BELOW FLOOR I l I CONTINUATION _ - TITLE: - 1 - EIEVaMACICIR ❑F215 Fx4 NE ROOM 14A72 — — — — -- ,UP TO FCO / , / 4 77ER Na SANITARY PIPING \ -- UP RAMP PLAN-PLUMBING EO Al. 9tAlR 1/2-TRAP PRIMER PIPE UP RAMP 4 xs0 4 x48 2)2Y UP 1 STAIR SERVICE up I I Npa a I I ENTRY 21x2 \ I I 4 n41 DATE ISSUED: 14xae 14+48 I I --------- 1.1 8.01.07 — 4 n ° REVISIONS: a • DRAWN BY: DLS I ®w PROJECT#: C-0012-06 DRAWING NO.: TENANT DELIVERY DRI\ B E R SANITARY PIPING PLAN I BUILDING ENGINEERING RESOURCES,INC. P SCALE: I/4"=II-Op o.EJ:maMAolsc EFwwlonwmi BMai.Str Rldg.lA 12JOFe—.A— . Fu:(SOA1236U265 FT.":(J011 JISA611tl 1 BE14g11 L r UGHTING FIXTURE SCHEDULE STAM ' �N OFA�-p i BRANCH CIRCUIT WIRING NOTES: `o LEGEND 1.WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL TYPE DESCRIPTION GTUNDG�NUYBER NUMBER TYPE VOLTS WATTS LAMPS REMwKS MOUNTING HEIGHTS SHALL BE AS INDICATED FIRE ALARM SYSTEM- CONDITIONS, PATH LIGHT FIXTURE WITH CST UNLESS SHOWN OTHERWISE ON ELECTRICAL MANUAL PULL STATION MOUNTED 48'AFT 2.WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED SLI ALUMINUM HOUSING AND GASKETED KM 1 32W 120 40 ti DRAWINGS OR ARCHffECNRA1L ELEVATIONS WITH CIRCUIT NUMBERS AND PANEL DESGNATgNs. g. - ��, P N GLASS HENS.FINISH AS SELECTED }3099/32PL720/FlNSH PLO ALL SYMBOLS MAY NOT BE SHOWN ON PLANS AUDIO/NSUAL ALARM MOUNTED 80'AFF. - 3.ALL SWITCH CONTROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS NOUM FDaURE 8-8 AFF TO U E E T A -i WALL SCONCE WITH FROSTED GLOBE BASEIJIE VISUAL ONLY UNIT MOUNTED 80'AFF. REQUIRED. - SL2 WIRE GUARD,AND GOOSE NECK //SLI2FRJCG/)Of/32WCF/E1/XX/ I 32W 120 36 BOTTOM OF FlXRIRE .3 RACEWAYS AND WIRING 4.ALTHOUGH ALL BRANCH CIRCUIT WIRING AND CONDUIT IS NOT SHOWN R S MOUNT. CFWTMPL-T PLO COLOR AND FINISH AS SELECTED pHDTOELECTRIC SMOKE DETECTOR THE INTENT OF THESE DOCUMENTS TWIT A COMPLETE BRANCH CIRCUIT WIRING —BY ARCHITECTn C P4-1 35 SINGLE PRASE HOMERUNS TO PANEBOARD.'P4'DENOTES PANEL-1,3,5- ® SYSTEM BE INSTALLED. RECESSED EXTERIOR FIXTURE WITH RUUD IBW TYPE SL3A SHALL HAVE DENOTES CIRCUIT NUMBERS,[(3)20A 1P CIRCUITS]NUMBER OF SLASH MARKS 135•FIXED TEMPERATURE HEAT DETECTOR. S.A GREEN GROUNDING CONDUCTOR SHALL BE RUN WITH ALL CIRCUITS.VERIFY SO BAFFLE AND CLFAR WAX DIFFUSER. }R7F1CAT18/RT78 1 PLO 120 23 EMERGENCY BATTERY PACK S - �.► DENOTES NUMBER OF 112AWG CONDUCTORS M MINIMUM 3/4'C.NO SLASH ® CONDUIT SIZE TO ENSURE R CAN ACCOMMODATE ALL PHASE.NEUTRAL ANTI COLOR AS SELECTED BY ARCHITECT. }EFBP1-065 MARKS INDICATE CULT O 1}72G-3/4'C UNLESS INDICTED OTHERWISE GROUND CONDUCTORS. SEE BRANCH CIRCUIT NOTE}7 SPRINKLER TAMPER SWITCH .WIREDFURNISHED AND INSTALLED BY THE FIRE PENDANT MOUNTED LANTERN COLOR AND FINISH AS SELECTED ® PRO7EC710N SUBCONTRACTOR.WIRED BY THE ELECTRICAL SUBCONTRACTOR 6.ALL LIGHTING FIXTURES CONNECTED TO AN EMERGENCY CIRCUIT AND CONTROLLED SL4 FIXTURE WIIF1 3//4'STEMV F1ANC ARROYO CRAFTSMAN 1 100W 120 100 BY MOUNT BD:O EVD P4-2 MULTI-POLE HOMERUN TO PANELBGRD.'P4'DENOTES PANEL.'2'DENOTES VIA TOGGLE SWITCH SHALL 8E WIRED VIA EMERGENCY SUPERVISORY BY-PASS RELAY. STRAIGHT SWNEL,AND 5 CANOPY. }ASH-14L A1B MOUNT BOTTOM OF FIRURE -H7-► CIRCUIT NUMBER,20 AMP J POLL C/B.NUMBER OF STASH MARKS DENOTES SPRINKLER WATER FLOW SWITCH FURNISHED AND INSULTED BY THE FIRE SEE DETAIL ON DRAWING F200. SELE�ITY +�GT• BEAM BOTTOM OF 20/3 NUMBER OF 112AWG CONDUCTORS IN MINIMUM 3/4-C. ® PROTECTION SUBCONTRACTOR,WIRED BY THE EIECIRIGL SUBCONTRACTOR. PENDW MDUNIED FLUORESCENT SHADE. AP LIGHTING 1 32W I20 36 COLOR AND FINISH AS SELECTED w SEE BRANCH CIRCUIT NOTE}7 PRESSURE SWITCH FURNISHED AND CTRNLm RF THE FIRE PROTECTION A SOLID RWITHINGS. STRAIGHT SHADE, //ppR812-FR-)O-2SFS-X%-32WPL- PLT m ® SUBCONTRACTOR.WIRED BY THE EIECIItlC/1l SUBCONTRACTOR SOLID RINGS,AND FROM GLOBE RTC ltt ARCHITECT C 1 GREEN GROUND CONDUCTOR NOT INDMATED BUT SHALL BE INCLUDED IN EACH FIRE ALARM MASTER BOX B 4'-0'WALL YID STAIRWELL FIXTURE BAYBRITE 32W � RACEWAY.SIZE CONDUCTOR BE}12AWC UNLESS INDICATED OBE INCLUDED WTIN INTEGRAL OCCUPANCY SENSOR, }SIWW232-VCP-120-1/2EB-OFF-E5 2 T8 120 60 WALL MOUNTED 7'-0'AFT SD DUCT MOUNTED SMOKE DETECTOR WITH SAMPLING TUBE MECHANICAL EQUIPMENT ��u��.T To BOTTOM o a —E— 2}10,}toc EMERGENCY ONLY WIRING REMOTE TEST STATION FOR DUCT SMOKE DETECTOR WITH TAG ABBREVIATIONS 3'-0'WALL MIT,STAIRWELL FIXTURE GYBR� 25W C) ® NAMEPLATE LABELED ACCORDINGLY BI WITH INTEGRAL OCCUPANCY SENSOR. }SIN^N225-VCP-120-1/2E8-OFTLEIS 2 78 120 43 W TO DUrnUNTED 7'-0'AFF Z —P— PRMARY CONDUIT DUCT BANK CLEAR PRISMATIC BATTERY LENS,AND _ ® REMOTE NARK INDICTOR �DFNOTES EQUIPMENT TYPE EMERGENCY BAT7ERf��' w 4 —S— SECONDARY CONDUIT DUCT BANK ® FIRE HARM CONTROL PANEL T DENOTES UNIT NUMBER 4 FOOT 2[AMP FLUORESCENT GYBRIIE 32W ?U + C STRIP }T232-12D-1/2EB 2 TB 120 60 —T— TELEPHONE SERVICE CONDUIT DUCT BANK ® FIRE ALARM REMOTE ANNUNCIATOR ACC AIR-COOLED CONDENSER Z ; SURFACE MOUNTED FLUORESCENT OXYGEN LIGHTING 1 32W 78 1u' � ® ADDRESSABLE CONTROL MODULE Ali AIR HANDLER 0 ACRYLIC DIFFUSER,iORYED STEEL 2-6111-24-120 120 75 U a LIGHTING FIXTURES ® ADDRESSABLE MONITOR MODULE B BORER TRIM RINGS,SATIN NICKEL FINISH �RG 1 4ow 79 z_ $ A SURFACE MOUNTED FLUORESCENT BASEUTE 32MM COLOR AND FINISH AS SELECTED O U w FLUORESCENT LIGHTING FIXTURE CEILING OR RECESSED MOUNTED.i1'DENOTES Fm EXIERIDR FIRE MAR"BEACON CH CHILLER F FROSTED GLOBE GLOBE WITH CAGE GUARD AND }SF41BlCG/7O/CF32W I PLT 120 36 BY ARCHITECT m Q 2a FIXTURE TYPE•-2-DENOTES CIRCUIT NUMBER,'a'DENOTES SWITCH CONTROL. ® KNOX BOX CUH CABINET UNIT HEATER WALL MOUNTED _ LIGHT FIXTURE WIRED TO CONSTANT-ON-LIGHTING CIRCUIT EBB ELECTRIC BASEBOARD C GLOBE WTM CAGEFU GUN7D } R5327RFI20-XXLARGE 1 COLORUORESCENT LrFHONI% 332 120 36 BY ARCHITECT PUSH AS SELECTED 'B 0 0 FLUORESCENT LIGHTING FIXTURE WTIN EMERGENCY BATTERY BALLAST EF DOAUSR FAN WHITE IFUECTION MOLDED LENS. MOUNT B'-0'AFF 10 HOP �B N �B INCANDESCENT OR COMPACT.FLUORESCENT RECESSED OR SURFACE MOUNTED POWER DISTRIBUTION EQUIPMENT EH DOWIST MOOD O LIGHTING FIXTURE EWH ELECTRIC WALL HEATER PANELBOARD,SURFACE MOUNTED WALL MOUNTED LIGHTING FIXTURE FC FAN COIL COUNG MOUNTED ILLUMINATED EXIT SIGN,ARROWS AS INDICATED ON DRAWINGS JUNCTION B,.SIZEFLUSH MOUNTED HP HEAT PUMP 1 F . � JUNCTION BO%,SIZED PER NEC Fe WALL MOUNTED ILLUMINATED EXIT SIGN-SHADING INDICATES FACE PLATE(S) � MAU HAKE-UP AIR UNIT � EMERGENCY BATTERY UNIT MOLAR ® MAGNETIC MOTOR STARTER WITH ENCLOSURE,MINIMUM SIZE NEW 1 T PUMP LVp�1 REMOTE EMERGENCY ONLY LIGHT HEADS-SINGLE OR DOUBLE AS SHOWN - W 'W DENOTES WEATHETB+ROOF MANUAL MOTOR STARTER WITH THERMAL OVERLOAD.W DENOTES PILOT LIGHT ROOF HOP UNIT G C UH UNIT HEATER __>LTZ TRACK UGHBNG AND HEADS,LENGTH OF TRACK AND OUANBIY OF HEADS FUSED DISCONNECT SWOC4'30/20/3'DENO7ES 30 AMP/3 POLE SWITCH, AS SHOWN ON FLOOR PLANS 30/20/3 20 AMP FUSES VAV VARIABLE AIR VOLUME BOX Cn W TOGGLE SWITCHES (MOUNTED 48'AFC COMBINATION R SWITCH AND FUSE AS D°�DISCONNECT SWITCH.S�OF WH ELECTRIC WATER HEATER � ? L Q s SINGLE POLE TOGGLE SWITCH.'a'DENOTES FIXTURE CONTROL Ly Lv, N Z� 53 THREE WAY TOGGLE SWITCH � O zz S4 FOUR WAY TOGGLE SWITCH Q W z Q Z W SO DIMMER SWITCH RATING AND TYPE TO MATCH LOAD CONTROLLED U � CEILING MOUNTED OCCUPANCY SENSOR LIGHTING CONTROL REFER TO WIRING ABBREVIATIONS 1 ® DIAGRAM FOR CATALOG NUMBERS � = O O7 DUAL MOUNTED TIMER SWITCH EQUAL TO WATT STOPPER}R5400.SET RYER W FOR 15 MIMITFS. 3R NEW 3R RATING II-_ RECEPTACLES wuwo'B'AFF ITN AS INDICATED A AuposEs C ON ARCHITECTURAL PLANS) AFF ABOVE FINISHED FLOOR IG 2 DUPLEX RFCEPRACIF,'2'DENOTES CIRCUIT NUMBER, Lu APG ABOVE FINISHED GRADE L-L (��2 'GF1'DENOTES GROUND FAULT CIRCUIT INTERRUPTER TYPE DEVICE, E ISOL YG'DENOTES GROUND TYPE DEVICE,SNP'DENOTES WEATHER PROOF COVER NC AMPERE INTERRUPTING CAPACITY DUPLEX RECEPTACLE MOUNTED 6'ABOVE COUNTER TOP OR ARCH ARCHITECT AS INDICATED ON ARCHITECTURAL PLANS C CONDOR DOUBLE DUPLEX RECEPTACLE MOUNTED 6'ABOVE COUNTER TOP , OR AS INDICATED ON THE ARCHITECTURAL PLANS CB CIRCUIT BREAKER TITLE: DOUBLE DUPLEX RECEPTACLE Ilwc DRAWING q?EYC GR DUPLEX RECEPTACLE FOR ELECTRIC WATER COOLER E WIRED ON EMERGENCY CIRCUIT ®A SPECIAL PURPOSE RECEPTACLE,W DENOTES TYPE'SEE SPECIAL PURPOSE NOTES, SCHEDULES, RECEPTACLE SCHEDULE EM EMERGENCY 8'-6'OR LOWER LEGEND- TELECOMMUNICATIONS G GROUND � ELECTRICAL TELEPHONE OUTLET GFl GROUND FAULT INTERRUPTER(MOUNTED 18'AFT) CEILING ♦W TELEPHONE OUTLET MOUNTED 54 AFF WAG HEATING.VENTILATION.AIR LIGHTING UNIT IXIT PFZADE"DAW MTD. CONDITIONING CONTRACTOR 0 TELEPHONE OUTLET FLOOR MOUNTED yy WHERE HUNG AFF IG SOARED GROUND FIRE ALARM AI10IO/—IEJ_EXIT EXCEEDS 8'-6' FF A A COMPUTER SYSTEM OUTLET VISUAL DEVICE I WALLi E KCMIL ONE THOUSAND CIRCULAR MILS. t DATE ISSUED: * COMBINATION TELEPHONE/DATA OIRET ' l 8.01.07 KVA gLDWLT-AMPERES - NG1E DOUBLE GANG HACK BOX WITH SINGLE GANG REDUCER,3/4'CONDUIT FIRE HARM WNIIAL—�-P RR� t REVISIONS: BID.BLANK PLATE,AND PULISfILING STUBBED OUT ABOVE ACCESSIBLE CEILING. KW KILOWATTS � PULL STATION I _ roil MCII MAN CIRCUIT BREAKER LICIT SWITCH t Ca11IaFA YIN.42' MISCELLANEOUS I AFF TO CL YLD MAIN UMONLYOR ABOVE(J7V JUNCTION BOX WITHFIDUBLF CONNECTION TO EQUIPMENT A - PHASE OlmEf °o g- 18 COUNTER TOP RECEPTACLE ® PLAN BOX-SITED PER NEC FOR CONDUITS BMW AND LEAVING P POLE FINISHED FLOOR Poo FIRE RATED POKE-THRU WITH FLUSH MOUNTED Df14CFB AS INDICATED PVC POLYVINYL CHLORIDE I INSTALL DEVICES ON ONE DEVICES AT THIS COMMON VERTICAL HEI M WHEREVER APPLICABLE CENTERLINE. TERLIE � DRAWN BY: T�>�'" SYSTEM DENOTES 7EL/D1T FIRE RATED Pon-THRu WITH�DSYS�'IEL DEVICENNECTION 10 FURNITURE TEL TELEPHONE - ® CASTE TELEVISION OTES T DG TELEPHUNDER NE DETAIL OF TYPICAL DEVICE MOUNTING HEIGHTS TUTS PROJECT#: C-0012-06 V VOLT W WATT - - DRAWING NO.: WE, - WEATHERPROOF I E BUILUINC ENGINEERING RESOURES C , NC. / 28 Main SO .B14 SA 12Q I'ewuckel Av�oIu, F 1 No.tmt MA 02156 E.m,id—KIGNM ` ■ O Tel:(50,R(25WW T,I:(�1)J354W Fu:(5U8)21aU265 F.'(.1)4551U18 . BERgamEnBal,mi,gnvn cu�.emenaimmvy�n L r � t i � N Q Q Q Q Y • p i i i i i O i Ar -d D � I mT it Z I I Z^' I z cS i ii 0 2 v .. I 0m�s I II --- Z I 3 O D I 1p N �Im n\ _ m w Z A —_—_---_--_ III �zv I I I � I I z I o� I I � I m I • I I I I I I I I I I PE �m IIIIIIII I III IIIIIIII II IIIIIIIIIIII I I I I I I IIIIIIIIIIII I I I I I I I I I aR o y m m FERRY TERMINAL IMPROVEMENTS ■■ ■ BROWN LINDQUIST FENUCCIO&RABER 9< o a z C. FOR mm�m ARCHITECTS,IN =o m J O O HY-LINE CRUISES 203 WILLOW STREET,SUITE A PH508-362-8382 r (T Z Z? VARMOUTHPORT,MA 02675 ««nca., mcd FAX 508-362-2828 ^ n D .a . 0 0 � -n �i r a�ci (� y o w °o OCEAN STREET HYANNIS, MA sli3S r L i 0 �b o _ 151E WOW c I \ \ I � �►•cam/�w \ � � \ ` T I I I rn o I N i o D I = Z I � v Q N I 1.9 I I I rn IJE I L — � �= I I I \ --- oc cI I r IF I Aga O0 1 , 0 - OFIW I fill m`a11—J •® �—• �faS n o < - FERRY TERMINAL IMPROVEMENTS ■�■ � �� BROWN LIND6IUIST FENUCCIO&RABER a Y� GT ? rrn FOR ARCHITECTS,INC. m o� N Q 203%MLLOW STREET.SURE A +. x aam PH 508-362-8382 ZQQ > HY-LINE CRUISES YARMOUTHPORT.MA 02675 + FAX 508-362-2828 r O D OCEAN STREET ol HYANNIS, MA 9 r - - NOTES STAMP. 1. PROVIDE 4'SQUARE JUNCTION BOX IN ELEVATOR MACHINE "OF ROOM FOR FIRE ALARM ELEVATOR CAPTURE PROVIDE 4 114. Ay�p 3/4'CONDUIT TO FIRE ALARM CONTROL PANEL- vv'gL1 V - - 2. PROVIDE 4'SQUARE JUNCTION BOX IN ELEVATOR MACHINE MA yG� ROOM FOR ELEVATOR CAB TELEPHONE DEVICE PROVIDE 3/4' EMPTY CONDUIT FROM THIS JUNCTION BOX TO TELEPHONE P SERVICE LOCATION. T 'CA 3. PROVIDE FOUR(4)FIRE ALARM CONTROL MODULES IN o 3 1 1 ELEVATOR MACHINE ROOM.MODULES SMWL CONTROL RECALL TO MALN FLOOR,RECALL TO ALTERNATE FLOOR.AND ELEVATOR 'HAY LIGHT FLASH.ACTIVATION OF THE SMOKE DETECTOR IN THE ELEVATOR MACHINE ROOM,AND HEAT DETECTOR IN THE PIT AND TOP OF SHAFT,SHALL ACTIVATE THE ELEVATOR RECALL _ FEATURE THESE DETECTORS SHALL NOT HAVE VERIFICATION s/H'(AL FEATURE . I, 4. PROVIDE ELEVATOR PIT LIGHT FIXTURE EQUAL TO DAYBRTIE C m #VFS-09CDINW-PW. wm m 10 _-.-_-_—_-_-_- -_O-_-_-.-.-_ - O O O O - NTAMED EMERGENCY BATTER!UNITS SHALL BE C m CONNECTED M THE NEAREST UNSWITCHED LIGHTING CIRCUIT IN THE AREA WITH 2#12.#12G,3/4'CONDUIT.PROVIDE O o LOCK-ON CIRCUIT BREAKER. _ a ' U / - 6. ALL CONDUIT AND WIRE FROM EXTERIOR DISCONNECTSWITCHES U TO CONDENSER UNITS SHALL BE RUN UNDERGROUND. z # / w n LL $ � 5 �U z O O DN �- 9 ------ Z U a^ / z �21 XEma IV 7 DN 't!DEB / - _ ----------- ---- ---------- ---------- 7 WP -----------A m C it WIP / 7 RB-2 -, L u Lu / 9 C RB-2��r m - O Ewn w 5Q • - H-9 1 c�c C L r - A FIRE ALARM A RB-, E WP of C N Uj REMOTE � RB-1 UP — U — / 3o ANNUNCIATOR 10 J O z Z Q — LL T NTANT"A'E Lu z I COMMON LOBBY ---- ---� z z LL1 I #10G.1'C ® ____ ___ G `/ TENTANT'B' } O (40A/ ) S GFl ---- ---z W Ao b ---- --- Lu 9 I 60/40/2 3a SEE NOTE 14 MOUNTED IN } I 30/25/2 CONNECT _ ELEVATOR PIT WP o TO WATER 't ® W HEATER 11 9 ELEV. Lu IR-4R 3#10,I To ACCw3 30/30/2 S� ___ ____ '1DU.3/4'C WP C EVhI I Su $o GFI ELEVATOR 25A/2P) 9 9 MACHINE -1 \ 1 _ ROOM TO T E NOTE/1 I. -4 CD \� / CO �� C #2 PANEL R6 to - ® 30 1 . 1 J ® TITLE: SEENOTE#� PANEL MENS I 1 WOMENS J H-36;3#1.#BG.1 CT-36;3#10, \ / ® JO/20 '�%DUCONDUIT(10OA/3P) . f IOG,3/4-C \\����/a��\\\ TO ACLU-5 CT-1� _- _ (3�2P) DCU I CT-2 C�_, H-31 ,� RB-, FIRST FLOOR SEE�#1 a De E B UP (20A/�L)7 PROVPOLE IDE LEDOUBLE 'RAMP PLAN- ELECTRICAL \/Y --- /\ ----_, \ ACCU WIP -_ ���LLL I STAIR /6 B MOTOR RATED 5 ACT-40;3 110, WP RAMP i ERVICE ' M r' 10 SEE #1 #tOG.3/4•C E� ® �9 NTRY RB_®FOR EWH-1 AND 70 M;W-6 H-1 I (30A/2P) H-7 II I 1 1 H- ® EWH-2) TO ACCU-2 //30/2 B I ' I i (20A/2P) w/20/2 30/25/2 W ACCu-7 L _' . 1 0 ®H-2TO DATE ISSUED: H-2 `/ -------- ` — — — — — — — — — — — — — — — — -- I}- — — — — --_^-{--T}- REVISIONS: WP H-7 ELECTRIC SERVICE H_21- MOUNTED ALL H-34;3#12 El ❑ ACDU ACDU METER TER CENTER. _ OVER DOOR CONNECT TO SPRINKLER #12C,3/4' ELECTRIC ALARM BELL (�2P) SEE NOTE#, SEE NOTE#, TO Ace e u-, , 2 R9-40;3#12, I ®w DRAWN BY: I #12C,3/4'C RB-36;3#10, I I (Z2P) #10G.3/4'C s PROJECT#: I (3CA/2P) I I C-0012-06 of TEI� �I�T DELIVERY DRI V L DRAWING NO.: B [E R BUILDING EEY LNG m{�rcm.nIFN C. NMmBld,53A IN— w cFIRST FLOOR PLAN-ELECTRICAL E.mid RIM91m E3 . 0 (5.) 20 l j54N)2 ' 1 p65 4 tl SCALE: 1146-11_0n L r Q I I I I i I / \ I / \ I I Z I I �m II • I � z� I it i I o �m a I II N i wig 15 u O m m ❑ al O O � nT /70 i \ Z I g 8 1 I m m - y I I N I s r , S. �$ rr�s, � m I N® I Z Af rr70 co) No n - � I In D ate~ �NAll ®gmg Sb ® � s I -. 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PROVIDE DOUBLE \\\ I I III III POLE SINGLE THROW CFl �.< H-12 MOTOR RATED \ ♦� CTI 18 `.` 12a -12a TOGGLE SWITCH i I I l I ' y J — - — — O ATTIC FLOOR PLAN I (1sw1P . 14J I �ATDC SPACE VERIFY EX4CT UXATR)N IN I ELECTRICAL — I ;�♦`<.; FIELD. I _ t I DATE ISSUED: 8.01.07 REVISIONS: - UCI A B E F H DRAWN BY: - • PROJECT#: C-0012-06 DRAWING NO.: ATTtC . FLOOR PLAN - ' ELECTRICAL , _ ;Y 3 SGALE: I/4uaN_On � B E R N e BUILDING CNGINEERING.RESOURCES. SM nSt,�Bldgm 1240 Pomdu tAveoua F e N.E.-MA 02356 EP-id—R102916 ` . 2 T I.(508)25602W Tel:(101)JBSJ602 - - - Fax:(508)MQ65 Fw:I4 4354NS • - •.•. - BEP.(jBER-Edyimnny.wm wWw.de+eWmn 9— L r � i r fhQn C PMEL I I I I z m z DESIGNATION !, _1 I I I I VOLTS 1' O g � g rn 70 I I -I I u u u u PWSE I I I I a a a a WIRES O o o 1 I I I o go m N pS Es �i� KIF AK D � e�RA Ri14 K W.POLES ,.S 8 gG"N I I I I 11 I 1 1 R t�z��f tli r _^ g v � C TI o r A! 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