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HomeMy WebLinkAbout0002 IRVING AVENUE - PLANS (5) IS,s a� ^ ST �DRtWS ut RCH � �y`��., 6� II" '� t •> �i - rove � � `% xR,H.. `.ti -"w. , y" z ,pct 1 ',� Ppllcing "E , AVE , r ' , t� LOCUS MAP �i `y;�, ` ,. r-+.s,. 1\ F,.s �• �, w.__ - +g $ w NT5 AIN ,.l ` .'.` � ,/`'. �•" t S� }�rar ¢r ,$ra a ~ � ts1-qp : � `n 1 Zn>mtG 7S^21"T: RF-1 .x.1` \ ` ;°.. e .'1 i •'; ` 1 ';.t ._comes es'a ,.�x;r AS d:IERLAY DISCTRICT:AP RUING SETBACK REWREMWS FRONT=30' SIDE= 15' REAR=15' • .,,.E �_.-` W'SESSCR'S ILAP:266 PARCEL*31 '\ ��i 4 .' '" .' r :'"r N D®REFERENCE CERT.11910.12721./7265 r -�1 `�'` •.,y,,, i q .> `;4 `• -i' ,: i w r9 COMMUNITY PANEL NUMBER 2500D1 OODB D �,� •xn. #. .• t :s 't t ` ° _ ?80 - - FARM MAP ZONE C , :.,• / i •.vim i � :'+='.: t : L \'\` •� ;,,d `'�. 7 it S ' `'.s j ` i• t *w; '1 '``'4 '^u `i0ftn9 Pcved , r i sairti.J' ' i DfC , /y `>•, YY S ,iSM rl i T / -' ...............tort ... `{ s y - f ! 3 Pi q..... ........ 1'.......... Poveo u _ OF tij r \ � � �._•.._,_„�.,. - -,� fi �. ••,�,-w ,x.x• ... ....� +•: ,' Ns � r -lloqPDIe f" �.�;, i[Y.: Fkt''i° }g° '. �,. - .�. '�,, p� STEPHEN CS '�+"Y'''T� o., '; :-rs `i L E{i v,. v,.y, �.. '`-x3• j . r EXISfINId 8ULIQIEAD WALL i - _ t'cF .o; '."`' -......f.•-' '.¢"'-----°"�.p .. No.30276 Co} _ µs 4'`n.`, s r:tA �';. ;,e^ '•L..'�. '�.a .xs9 a., \ � 9F -..,� "1 'ti¢,,> t y�4 � -'--• �'\ } -;r�" k FSS�QNA L -•,., °s ',-`-,+,#._ ? , l pfjSTp✓c, 1 1 t c { / ^.,,,� `- �h�r + CNJ „. CARr CD .. ix Hyannisport Club ISTINCs-.�1LYQNEAD WALL ... �` �` Y — -"i/y % �-' Irving Avenue ,^ %.'�"s, 1 `'e•,, Z � ,; s "•w.. -. ---n^<r _ Ass Hyannis Port,Massachusetts "`3:.v� '� ± _ �\ `S '`. "�` '`^\ � `[ %'`_.�'' 4 ... •—'Y PREPARED FOR � / p Brown&Lindquist ,,, poreorp.,'..^-•._'�s�,' ._` `:t' 'n-F :,'.: ;xv ,r..- L TITLE I i Existing Conditions Baxter,Nye&Holmgren,Inc. Q WOOD FENCE Registered Professional O CATCH BASINS Engineers and Land Surveyors \ o CONCRETE BOUND 812 Main Sireet Osteav7le,MAiT2655 SEWER MANHOLE s z� % P'none-(.,08)428-9131 Fac-(�3)428-.,,5© 4;, 4 ••'+..M, .:,yry w...,..'s.''..•', FLAG POLE LIGHTPOLE w 757 UTILITY POLE Q > F- ---'•- �. Lr ELECTRIC BOX ZD fa ELECTRIC METER 0' 30' 60' 90' - FIRE HYDRANT � V SCALLI1_ ' DATE 3/8/2001 m ..xy.t CD REV. DATE: REMARKS C■1 C) CD CU H:\2000-84\survey\worksht\200084ec-dwg � 2000-84 = ti OWN a� i STAMP: JT I 1 existing gravel \ / ►,; m q %'` porkIng og IN Tl h�ccF \ \ \ 80, f:;*wa ' ( \ \ existing paved Or tee / �, \ \ x z l, 1 l, g, \ tee j /�\ \ \� \ \ 50 ^\ Paved cart CAI O W PRECAST co \ , sTAc IN G \ �TART fta9pole� � J 6 NEw coNc. unrrs 'G L ce green L He h practi 1 Sth 9re%n w \ �_ s0 Z �pAD FOR \ / / �\\ \ !C7 ya AVA�c Eou11'. sTo uADTHT. r Of� p K Lt` EA OF 9l FENCE I I \ �i'E"_ / ;✓ / �- \ a --"\ s% a \ BULKHE'1�b'iZs; U eR EXV44G in sondtraQ / AN rA /NEW PAVED' �_ Ey�r I .,.�AMMG L _`_ \ 4B \CART PATH, NE L 6Y OWNER ^^__l Nbw err. 3s PR S n sp 1 coRD NArE \ ad / O�� COTjC.LERM. \ �xl �h�7 R 6 I' PRAG7YE \ ` \,.. . _ _ �p_•,i // 46 QV Fi A. \\\\ PROPo w \ Y \�practice range \ \ GRADE OWT�NR YP. _ - ��` \E\G or 'DATE: 0SIR 41/077 RING; // i/ // !REVISIONS: - 1 ` ODINATE W PRECQBT C0HKFT c�.CING RET IRIN S L .I �,_ \ '•, \ \ UN1T5 Yst CLe ROOh4G WE EriT Y 24 ,.1 \\ u?Af7 \ �\ \RAMP "I \\ �' tl at••., \ � 1 111 \ \ / // / \ DRAWN BY: tS.R 22 ,,... \ i "� ^'�/�`\..... / f// / �' f— PROJ4: PCCYtR DRAWINGNO.: \ - PRO p ti L1 BUILDING PERMIT SET BrEgr IT 5 L Cti. F_ N n STAMP W N 0 8A' ate. FRAMED PARTITION '..) J� xxxxxx HEAVY D.m FLOOR © ROOM NAME&NUMBER ACCESS HATCH WfiH Af 1Jf/fir%'a5� RECESS TO RCCEIVE PIMISH FLOOR MAT., WINDOW NUM6ER MODEL a6FTA S01x90' I - AS MPG,BY CIERRA PRODII.,T3 A-2 PAYING O DOOR NUM6ER (868-M2-9726)OR EOVAL 77 WA AL.LK 4B'-O' N S'THICK CONC.PAD FOR E 4dC 4 ELEVATION HVAC.CONDENSER JMIT. ,AA►2 COORD.wJ I Q CONTRACTORMECH. SECT-. NEW PICKET FENCE Ay `-� DETAIL I- [I ® i of l� INTERIOR ELEVATION WALJ_HT BULKHEAD I As WALL TO REMARI ' PLAST LANP.NATE TOP OVER SASE ^J �I-y✓ A BASE CAEINETS W/121 aod.srlELvcs on WALL I I I 3 MTD,BRACKETS lea L WAL MOUNrED I l hh ADJJ9TA5LE ME.PULL'ADHERED MEMBRANE ROOFING p SYSTEM PITCH TO EDGE, �\ U COON'BE 'N FOR DECK ® a DECK NEW PLO OR a � Q tY3 o��rz1*i^�2 I �s4.4r-c, EUILT-m nESK_ j i �� fWAL D E 47'-i' u` MOP 3MK EL.4L-1Q° N F-i� p tin b 3 _ Lt % I I a 3 b 'll s \ i' -Al j 'I 7 BAR smK HEAVY DUTY wS DOWN ( �' ATTIC ACCESS STAIR; - I COFFEE POT M IMPERIAL'MODEL AS 7'- PANTEDBROSCO CO; Y1NYL TREA Id d , — a Ky U RISERS AT STAIR a W?TH Y9YYL TLL.E i _—_�AT STAIR LAN6AIYG h.ry _ - ,WORK BENCH O X 3HE4`:ES ______ =�i=__ ._a l.. ICI .ABOVE LLF. Er a d. z F MOBILE CLUB STORAGE i I 1 ,/ 0 z `8 O RACK AND ASSOC 2Y'- ° I ----__— 11 FLOOR TRACK __ _ _—__ __— —__ ___—_ BUU-T-N NATURAL -_... — r��+r, lF^. A9 REPLAC � hIEW WALK � I .., � AND HEARTH 44_2" r a UnLm slnK b x x — — — DATE: oe/e>Jaf RSTl El.UTMG I UM.THRES Lb RETAMING WALL As q°' REQUIRED Q i I WAL EL.4s K LANAI .46'-G' REVISIONS: ____ MEW W K EL.A_ *PAYING \PAVING E_42 PAVNG &L. EL.42'-cY DRAWN BY: xB? 4 IP110,14 Zcofil T Q DRAWINGNO.: --- ----- PRO 14\ LG©R PLAN BUILDING PERMIT SET 'SgED �y�1.9ERT T6�, l 4rQ' d9O sr ru 828 o . a BANK ABm Z �(TAgS - Y iI ROOF 3HMGLE$TYP. PREFAB ALUM,COPULA -- ROOF sHtNGLEs TYP _ f Y �FONT.ALUM GUTTER _-- - _--- ONT.RIDGE VENT 4 f/2 CONT.ALUM.GUTTER 3 DOWN SPOUTS TYP Q DOWfY SPOUTS TYP. R`�ll A EXTERIOR POSTS SEE 1 - $TRUCT.6 DETAIL 3/1-4 rAR SHMGLE3 SIDING '-2E TYP, \ WHITE CEDAR SHINGLESGOING TYP. EL 4P 6° CONE.WALKWAY = C_ 6°HEIGHT CEDAR$TaKADE FENCE Q 9i t PLANK _ _ _ _ F I ___ ' 3me STRUCT.FOR _�, •s - EXISTING FOUNn,CONC.WALL z W CLAD DOUBLE HUNGMDATION3 CONCRETE FOU WINDOW W/TRANSOM ABOVE TYP --— 6 FOOTINGS TYP, � 0.Y. O O v Q EELUSG:p•AB. _ - -__—. - -- - _ - __- _ - _ _ ___- - ALIA'i.ENTRY DOORS X U TRANSOMS f PRCPCSEC SC',:T�___ --" �PRGPCSED E T ELEVATION vy i r �`�• a v�i t3 9+ E+ x z 4 1 3 2 O TRANSOM O A-3 p-G VINYL CL HMA AD A-i A-3 lYi WMDOW W/TRANSOM ABOYE TYP. C P4 r t� I F I 1 CONT.RIDGE VENT PREFAB ALUM.COPULA ROOF SHINGLES rrv. O i ROOF-SRNGLes TYP 1 4 4/2 CONT.RDGE 4'ENT y :.ONT.ALUM-GUTTER d f/'+�/ ry 3 DOWN SPOU73 TYP, f2 —9 DO ALUM.GVIRER -.VHITE CEDAR SHINGLES SIDING �4 1/2 Z 8 DOWN SPOUT$7YP. ems°�Exvoeuke TYP. "•ELO 66'-2 f/2'__—- _ _ -___ _ _ _ - ® ___ EO:SS'-2 f/2_ _ ___ FC�j, 1yry�.I r�!-.7^'�!! VMYL CLAD DOUBLE HUNG "' wJ 1� EXTERIOR LIGHT � —� WRIL�iW W/TRANSOM ABOVE TYP. L. ¢' MEW Fl-COR_ = - _ 6'HEIGHT CEDAR 3TOCK4DE FENCE — _ -p - - _-- EXIST.PLAW( 6 THICK CONE.PAD FOR HVAC CONDENSER UNIT --'"- GL.4 EXISTING F UND.GONG.WALL 1--I I' COORD,W/MECH.CONTRACTOR WHITE CEDAR I� W /y NEW GXTERIOR LIGHT.TYP. - 9HmGL.E3 SI DING TYP. L'-I E%IST.3LA9_ NEW CEDAR sH1NGLE9 N WHITE CEDAR 3HMGLE3 SIbmG TYP. �4,, E\1ST SLAB L�iy W y F' �PRCPOSEC WEST ELEVATION 5 PRCPOSEC ELEVATION EXIST.DOOR TO REMAIN EXIST.OVERHEAD DOOR TO REMAIN O "' W I a I IDATE. 05/E 4�Oi' REVISIONS: - I DRAWN BY. XOR PROD_#_ a�f.e DRAWINGNO PRO/'� A2 BUILDING PERMIT SET �\S\�,1tEJ kvv��'Yi �90- ST w NO. 82$ o p'+ BARN ABLE. Z h OVER BUILD SERIES OF - ROOF RAFTERS,SEE STRUCT. PREFABRICATED ROOF TRUSSES •24'O.C.TYPICAL.SEE STRUll �L 9 1/2'UNPACED BAIT NSULATION DWGe. BET'lVMN RAFTERS fi J01STS i R+80 1 gS PREFABRICATED ROOF TRUSSES I i 14'-T PREFABRICATED ROOF TRLiS3E3 •24'O.C.TYPICAL,SEE STR --OFF •24°O.G.TVPK;AL,SEE STRUCT. DWGS. DWGS. HVAC DUCT IN SOFFIT WITH SIDE WALL DISCHARGE GRILLES I — 2X6 STJD TYPICAL 5/8'GWB PAINTm,ON EXTERIOR WALL}CDX TYP STRAPPING•16'OC,; PLYWD.SHECW BA T GWE PAINTED O`iER DROPpm 5N'UN TION(BAIT -- GLUED G PLYED DECK PARALLAM BEAMS,TYP. INSULATION{RBARRIER, GLUED AND SCREWED POLY VAPOR BARRIER, TO J01373,TYP. 3/4'TRG PLYED DECK f7YP.INTERIOR GLUED GLUED AND SCREWED —5/8'GWO,P.,NTm TO P.T 214 SLPERS _ IYEw FLOOR AT 16°O.C,WITHEE 1-1/T I I Rr BETWEEN SLEEPERS Q `o 2Y.6 STUB �m Z x Q / / wALL3 AT FTACKIN. -' EXSTING EXISTNG BEAMTYP,EXTERK.R FINISH- STEELB AM3 LINES SEEz MAGEC'WHITE CEDAR SIDE 31RUCT.b\.IGS. W WALL SHINGLES OVER 16ie RETAINING y ASPHALT FELT WALL A3 I v5 O EXISTNG CONC. REQURED @ Ly ill { FLANK DECK `L G T-------------------------— --- --- � 1 -------------- - v V ---- ---- L7J ;5 /^, BUILDING SECTION -------- 2 SUIL_DING SF-CTION 1/4 G.T. G.T. JACK TRUSSES J. AP TRUSS SERFS•24'O.0 1 HIP TRUSS SERIES•24.O.C. • 4 SEE STRUCTURAL RAW'ING3 3 3TRU T'JRA.L DRAWINGS SeePAR ZT U BEAM, y SEE 37RUCT. Fy PREFA9,CUPOLA MM SUSPENDED LOW VOLTAGE W y LIGHTING TRACK SEE Q R ELECTRICAL DWG I HVAC DUCT PI SOFFITIWRH SIDE U 9 T/ UNPAGED GATT INSULATION WALL DISCHARGE GRILLE$ L BGTWGGN RAFTERS E JOI5Y3 In 30? �. C^ �ONT.ALUM.GUTTER - O Oxc�� _ _ T.d.P. EL. 55'-2? z--I G 4� 5'-11'*/-RAISED GEILIN PLAT GWB'FLING L-VENTILATING VINYL Z O W SOFFIT ON .%3 r� ABOVE RE AIL CCUN7ER BELOW JACK TRU33 3 < STRAPPING 2xe 3Tuo WALL a� CID F PVC LUMBER TRIMMEPORCH D LOW-PITCHED MEMBRANE ROOF NEW TGI FLOOR JO15T5 COLUMNS,TYP, � µ. OVER TAPERED WOOD SLEEPERS i _- --- -�• — CONY.ALUM.GUTTER I I EL. 4T-6" U EXISTING CONE. III °T FLANK DECK _ „y_L, _ _ EXIST. PLANK DATE: 01/Pw 0f �J EL.44'-01 REVISIONS CONCRETE PIER -_--- AT EA.PORCH COLUMN SEE STRUCT.DWGS. • EX1ST. SLA9 IDRAOfl BY X&A I PR _-- 20aarP i, PRO C8U1LC71NG SECTION A3 BUILDING PERMIT SET MjLEU Eq+j.,1\C dpo - STAMP. p 1828 a STABLE. $ SS. 2 n r�J ROOF SHInGlt9 OVER�6p ROOF FELT.riSTALL ��ly,� SSP cGI+T ICE 6 WATER SHIELD FIRST S6.47 ALL \\ EAVES,RAKES A—VALLEYS ROOF S—GL OVER T6x ROOF \�� WATER SHELD FRET%'AT A44 GAVCS,RAKW AIVD VALLEYS 9/4'PLYWOOD ROOF 9HEA7Nit1(6 W/ 'rI'c41P9 BETWEEN TRUSSES ._—..-----_--_.__ -_3/4• ROOF PLYWOOD SHT T W/ •L CLWB OE0—E TRUSSES ROOF FRA"G SEE STRUCT.FOR DTL. __--_..— ROOF FAAMIIrG SEE STRUCT FOR DTL, VEM1T BAFFLES BETwEEn TRUSSES.TYP, Ill TRU95 CLgs TYp. 'm DOwH clips TYP. VErvTMIG➢RX+EDGE CANT,A4W.GUTTER TYP. cOMT.ALUM.GUTTER TYP. - 770P OF PLATF- 4"PVC TRIM FA50W �y fXB P c TRM FAS➢LA VT. �X6 PVC OVER•I%CA»T.BLGCKMG \ 1XL PVC SOFFf7,TYP. L— TEGR4 PARTAV 1X8 PVc \-4X2 On lXB PVC TRIM.TTP. OF TRUSS 4X6 WOOD TRIM ON 1X4 CANT.BLOGKMG.TYP. [..•O 9' I/V P4-00D 3MCATHMG I21 1X6 CO^IT.PLATES o{pay IX8 PVC TRIM FASCW ..� 6/8'GWB CELL NG ON lXB q� 'x W STRAPPING "6.O.C.PAInTEDoq I"wOOD S ,T PANTED TYP. WNI'L CEDAR sHIYGLC DIM SG O 'T Q 6 41V J.R GATT IN15 AMOn 6/8'GW.Call LNG ON IY.S STRAPPIYG R 16• OVER�64 ASRi,LT FELT U Oc.PA"I=TYP, 6/B'G'WB.PAINTED TYP.OVER VAPOR BARRIER VT PLYWOOD SNCATHM u » I �U ak 3/4•TAG PLYWOOD DECK TYP. F {� z Fitt49H 400RInG IA WOO➢BASE,PAIYTCD 9/4'T6G PLYWOOD DOCK 1YP. (e{.+� (2)2X6 SILL C Q' a W G P.T.2.8 91LL O'f 91LL SEALER RIM JOIST I-j OVM CGDAR SHUIGLt 31bIlYG '•L(•7Wy/] 6 OVER 15x ASPHALT FELT RE1hFORCED CC»CRETE Q F TING P R 9TRUGTIMAL DRAWNGS WALL AI'ID G FO (y V6 C T.PLATES AWRl DW33.TURAL POST SEE STRUCTURAL LfllC-10k TRIM,RP Al RE. MSU2 AKRAF7 FACED bo. Z 0 BCTwm"J MTS.TYP. < 12 +/z•Plnxaoa sHEATt+rIG >M" z �x6 we uJMBER rR+n ^� W QQ W P.T.PX6 c.IT PLATES 01 UL SEALER Fes' U PLATY C�TL. AT PORCH COLUMN CC451'IItG nRt�,T DATE: o5,%E�jol COfKRETG PLA!VK✓ECK t%tSTf'IG PRECAST 4 colvcaeTE PLAI'IK DecK REVISIONS: ----- • • • •EX1STrttG FOUn➢ATAM1L WAL EX4^,TRiG FQIi`I➢ATIOTf4 WA4 I ,DR VvN BY: :c95¢ .;EC71ON AT PORCH AND PIER �WAL , SEC710 ��WAI i+ SECT101`4 DRiPROJ#: OEy^I6� PRO BUILDING PERMIT SET A4 828 , Z BARN rAaLE. z M S �LFq�TH ��SS g CI aDSd ____ __ _ _______ _______ __ Z I --- 7-- -- 0 0 � O O Q 6 i Y it i U RGOF SHINGLES SEE I � SPEC.. I O O Ood 4 _ I � y a Gene n. ------------ x o:r RIDGE vEnr.rrnIGAL GUTTER,TY I � O 6 tl I i n I iRiA inn O--------------------------—---------______-___ O O O___________ O O O rl ROOF CONTRACTOR O'.NSTALL ICE WATER) __,' O VALLP A7 ALL ROOF EDGES kAKE3, _E VALLEYS,PtnETRATONS AND reRTICAL n TRANSITIONS, PER SPECS.AND APPROVED t v IWf MFG'S INSTALLATION DIRECTME3.TYPICAL C U O � RddF PLAN d /� �F2EFL.EGTED GE1L lt�l� Pl_a^' O '`7..1" C'J Q ">H ZaE � N O T E S GENF RAL_ N©TE < O 4 � W GUTTERS!GOWN 3COOR IN BE INSTALLED A3 SHOWN ON LEGEND DRAWINGS, PIN .1 COORDINATE EATS INSTALLATION OF BELOW GRADE 9-CONTRACTOR SHALL PROTECT ALL 1� MANAGE PIPING w1TH ALL EXTERIOR OPENRIG3 4 EQUIPMENT. EXISSTING FIn13HE3 9CWEDULEG TO µi Q ROOFING CONTRACTOR TO ROUTE DOYIN 3POUT3 INTO PIPING. FLUORESCENT LIGHTING BE REMAIN E REPAIR ALL FINISHES M ALSO ELECTRIC LIGHTING DAMAGIE DURING CON3TRUGTICN. W COORDINATE ALL ROOF PENETRATION LOCA71ONS WR'H OTHER TRADES 15 PLANS 2-SEE'FP'CRAYf11YGg FOR 9PRRNCLER RaQVRED LOCATIONS E OOORDINATE W/ 1 (@} RECESSED LIGHTING OTHER TRADE$. U 3-SEE ELECTRIC POWER PLANS FOR EXIT SIGN LOCATIONS OF FIRE ALARM SYSTEM DATE. G5/P kj C'r COMPONENTS, REVISIONS: - 4-GEN.CONTRACTOR TO COORDINATE TRACK LIGHT LOOATON OF ALL CEILING FIXTURES, SCUP, ETC-AS REQURED 5-ALL TRADES SHALL SEE ROOM FINISH SCHEDULE FOR FINISH 5 RATING REQUIREMENTS. S-ALL EXISTING CEWNG TO REMAIN DRAWN BY' F`uR SHALL BE PATCHED d REPAIRED GYPSUM SCARP GEEING AS REQUIRED AND BE FINISHED WITH PROD.#: 2G0(f2 '-� (2)COATS OF PANT ORAWINGNO.. '-ALL FIXTURES,DIFFUSERS,ALARMS, E't17 SIGNS.SPRINKLER HEAPS,ETC SHALL BE LOCATED OR GEHTERLINE y OF SPACES TO GREATEST EXTEND /1„J, POSSIBLE. ALL OF THE ASOlM SHALL 9E K__ERED iN THE 2X2 LAY-IN OEILING BUILDING PERMIT SET \StERED ARC. STAMP- W N 182p f T6'-8" +/- STABLE, -ALUMnuM DooR AnD VAULTEp GEILii G VAULTED CEILING FRAME WITH OR A CASING PAINTED WOOD Wil`FDOW -~ CASING MDF BEAD BOARD--, �F9( SP' �`• / 7- CEILING,PAINTED T OF MAS / MDF BEAD BOARD Lu ju '� CEILING,PAINTED El 1xS WOOD BASE, PAINTED RETAIL 2 RETAiL sie•.m-o• BlaLnn cH£RRY WALL sis =m-o• SLAT-`.TALL FOR RETAIL CABINETS BY CAB.MFG. gISPLAY CROWN MOULDING \ (2)ADJUSTABLE GWB WALL, r—CHERRY WALL CABINETS O By CAB,MFG TYP. SHELVES PAANTED TTP. \ CROWN MOULDING 9 36 36 Na BY CAB MFG. SH - TV GAB SHELVESn,^^_ g - _ _ �! —I ❑ L— o g rCU� e�'a ['_ryRRY �_J .4 TO VALENCE CTti N L El 1:1 E El CORRIDOR T,/ LV LJ i G7 w // � CHERRY BASE CABINETS �-SCRIBE,?YP. / L cf1ERRr BASE CABINETSft>ETAI�... GZ T� RHTAIL HEA?ILATOR GAS I CHERRY BASE CABINETS SCRffiE,TYP. FIREPLACE MIRROR 'WALL MOULTED C R > MIRROR STAN'iLESS STEEL FRAME " T P RECESSED PAPER TGW* COAT HOOK ACCESS SOAP DISPENSER _TOIL.�L:�r< -.JISP. SINK GRAB BAR D45PEH'-=K y FOti / (2]ADJUSTABLE f2ADJUS ABLE w ✓, W SHELVES H 4'SPLASH a O PLAS,LAM, N D COUNTER a CORIAN SH r_JW d BASE CABS.WITH P.LAM °—.— C COUNTERTOP V rA RN H FULL OVERLAY ._� \ ,\� — 1:4 0 Qi(/j BOORS illl 1) 1SCRIBE,TYP. ot V� LC"BASE 30'VASE WOOD WALL BASE,PAINTED vPEn KNEE ~y 12"DEEP m2'DEEP \ \ +�H ai Q OFFiGE LAMINATE KICK BY GAB.MFG, SPACEM_� MEN MEIN MEn GOt2RIDOR sie .N,_o• 6 sia =„_c. 7 sia.m,_O, 8 sis .m-a � ,sie -m-o^ f0 sia'-m o' r7 �4 NOTE! M�1 yQ.1 PROVIDE ALL REQUIRED SOLID WOOD BLOCKING AS gFQU2ED FOR INSTALLATION OF BATH TYP FIXTURES AND ACCESSORIES _ v `11 ADJUSTABLE DATE- ;�zYiOi mX POPLAR SHELVES TOP CAP, ----- PAInTED 4'SPLASH REVISIONS: PLAS.LAM. COUNTER VINYL STAIR TREADS d II RISERS I 0 UTILITY SINK DRAM BY: .xs.R BASE CABS.WITH PLAIN m-4/2'STEEL FINISH FULL OVERLAY PROD.III!: PGO1fP PIPE RAIL - DOORS BOTH SIDES I Li DRAWING NO- SCRIBE,TYp 36'BASE m8' 36,BASE ORA WER BASE PRO ,CLUE STCIZA.GE A6 sia s a. BUILDING PERMIT SET �'•Sj,RfD AY6, DOOR SCHEDULE HNC'' � sra� EADc �,w 828 s'rRuc r � W "K/e! � FROM TO OOP !NFORMA.TIdN FRAME INFORM N REMARKS BA YPE MATERIA TH HE'GMT THICK. MATERIAL HEAD JAMB 34L.4 =1 ExTERPCR 4 RETA'1 EXTERIOR 04 ALJM" 9-0' &-& 4$14' ALNNPN1M H-2 J-2 3 2 FULL HEIGHT GLASa PAI GWB PANTED TYP. CLUB aTOR- EXTERIOR D4 AL.U41nUM 3'-O' 6'-a' 4 3/4• ALUMPWM H-2 J-2 S-2 PULL HEIGHT GLA33 �I CORRIDOR OFFICE D2 3.C.WOOD V-O' B'-B' 4 S/4' WOOb H-4 J-4 3-1 9!X PAf1EL Z ' � PANTED 4 CORRIDOR STORAGE D2 S.G.WOOD a'-d B'-3• 1 5/4" WOOD H-1 J-4 S-4 SIX PANEL 4X4 CASING k PANTED TYP. HEADER gee 5 CORRIDOR .CHANGE D2 3,G.WOOD M ' WOOD H-4 J-4 3-4 S!X PANEL 9TRJCT.OWG'e N b CORRIDOR CLJS STOR D2 9,G.WOOD ' WOOD H-1 - - ' !S'X.PANEL GX ySADPANTED TYPCAULK1 b2 S.C.VIC= ' WOOD H-" 5.Y.PANEL EA UMD2 5.C•WOOD 4• WOOD 5'X PANEL FRAME SEE 4X4 CASING NSVLATED 3PEC'e. \ PANTEp GLASS CLAD S TRANSOM d IU DOUBLE WRbOW + 30Lc P OPLAFRAMIMR SY �f fY DOOR MFG. CUSTOM ID TYP- 11 HEAD DETAIL JE.AXMTBnsan o L—wooD PANTED SOLD GORE POOR 4X4 GASN ON WOOG _4. 2 on waaD FRAME vAINTeD O HEAD DETAIL NARROW $'$'lLe R O '{ MI—ION BY TrmmltIn9 —NG N / W°/NDOW MPG. GLASS.TYP ALUMINUM ® W •JAMB O Q(Ft] POOR M DOOR t CAULK V PFRAA O HEAD DETAIL I PANG�YP. W IT � GLAaa 8"AWMPIUM !\ aFl (y THRESHOLD Q 12 MULLION DETAIL soLm waoD FRAMs Br t°j DOOR MFG. �t%i! ryy SOl WOOD �1 x pX4 GASNG DOOR 0 O �� POUBLA HU48 ANTEp ht V $vi wmbaw C Ix.TRrz Nsw-ATec PAmTEn Tyr'. � O JAMB DETAIL- LAND 0 PAINT=TYP CUSTOM i EXTTEEN41C, 41 �� 44 J T1 PANTED 4x4 CASING PAINTED TYP, eryTRY GCOR- O 1 12 42 43 43 + V I K 0 C�-/I WWWL d s uPs 44 EACH JAMB IWO'TEMPEREDINSULATING 44 43 (4 43 44 GLASS,TYP. p \_/ PANTTM TYP F"51"FLOOR F� H°Y �K+ RUIY COnCCq S z � OR 2042 - 3 B 2442- 2 d 2442 D 2432 13 JAMB DETAIL O unceR DCAR 6 JAMB DETAIL C4% O SILL DETAIL VINYL CLAD DOUBLE HJMG WmboW L BOOM �`�"«SH SCHEC3UL_.E NsuuTec caLas9 DATE: O6/e4/oi , oom ROOM FLOOR WALLS CEILING x NAME FINIS-i BASE OOMMEn-> REVISIONS: _____ MAT'L I FINISH MAT'L I F1riUH HEIGHT 4 RETAIL CARPET WOOD GWB. PANTED GWB. PANTED VARIEa PAI 34.E 1.0—JM e`INg PANTCD TYP. T'HOLD SET IN MA97 N 0 OPPICE CARPET WOOD GWB. PANTED GWB. PANTED ]'-6"�i- TYP' Q2 4 FFISH FLOOR F1 STORAGE SHEET IINYL WOOD GWB. PANTED 6WB. PANTED ]'-6"*i- 4X4 CASING O 61 lY —FLASH FLOOR r2 P. 4 MEN SHEET VINYL WOOD GWB. 'PANTED GWB. PANTED 7'-6"*i- PANT=TY 'ISO SRJC`NALK P?C.'4 1 5 WOMEN SHEET VINYL WOGD GWB. PANTEP GWB. PAINTED 7'-6'�i- AWAT FROM BU1lPNG DRAWN BY: .xE.3¢ RRIDOR CARPET WOOD G`.dB. PANTED GWB. PANTED 7-B°r CH. SHEET V1NYL wOOD GWB. PANTED GWB. PAINTED ]-B°- 5 9/2'UP PROJ.M: 1"OQ14P eA/2 TRAN3'TI:Jn STRIP S STORAGE SHEET VINYL 4'VINYL GWB. PANTED GWB. PANTED 44-G' _-_ .,a 5LEEPERS T^_LEVEL FLOOR AS REGURED m ATtON ` AOaEAPPROVED (DRAWING NO.: CONTTAJC?Kxf JOINT Tee 9TRUCT. 4YT TM TYP. P R O PANTED /��, 14 SILL DETAIL 7O SILL DETAIL (4 (SILL DETAIL A BUILDING PERMIT SET STAMP' 2 1 EXISTING FOUNDATION PLAN _q -7 SCALE: l l r-l'-O- MfLEm /. COQROMNA>F ALL DAroN90vs AND ELEYAnOVS./ARC4.0MG5.(TYP.). 7. A7E ALL F7MSN DETAft5 1/ARpL DKCS(TW.). .I TYP. -RbICATES TYPICAL 5 5.5 5 �ND�TWN �T� WA�F�GSS SRALL BE CENTERED Y ON CONCRETE FWAOAnON WAGS 15'-g• r3'-r 7s'- is=r j IO=o• j B o'-o- -MPoICA7ES TOP OF CONCRETE/aW WALL ELEVARON(7YP.. 0.K0.). ' I 7. ['4'-a•] -NOGATES BOTTOM Or CONCRETE FWWA77ON ELEVA17ON(T)P.). BOTTOM OF FOOTING ELEVATIONS ARE MINBNM REOUNOWENTS FOR REFERENL&AND MUST BE COORDINATED MTH LATEST 577E PLAN TO ENSURE MANMUM 4'-O'SOE COIM a O.F. -INDICATES OUTSIDE FACE OF CONCRETE FOUNDATKW WALL B. INDICATES CV47MLNE OF(TYP). rO -INDICATES SLAB E1EVA770N(TYP.,uMOJ. I ( I I I I I I I I I II II DU/Rm FON E R CL7W SDEmPru nAcNLsnLa DNsnNENAn SI — oL PIRATE ENSIINC z-o'wDE rz'nerx INIAFNEaNRMSIAOTN7SoN A NADs UNREMFORCED CONCRETE F007MJG ' I OMNENS/O4S NOTE _ E70S77NG 10'nea(CONCRETE WALL 4ER/F'/'ALL DaIENSIaNs OF FXISDNG STRUCTURE BEFORE 'W-6 r (?)-A BARs TOP AND BoTTOM I .. I 4a'-a -_ TRUCnow. [STEPPED] [ -a'] I Csr-b•] ARr of CON _ -------------- — - 46 e I -_ ? ... _.._ � s Y-fD' z � 15 1. j I I -;-------------�1 � 9 NN _ _ 1 __ i t � �. i —t'— I to g t 1 ------ - ---- ----- ' 1-- ------------------ 1 j O' w N 1 1 ` D0577NO 4'TNwrl I 1 1 a•-S" a V N T 1 CONCRETE SLAB ON GRADE) 1 1 EVST7NG 10-neCK CONCRETE,WALL 9 _n/(2)-A5 BARS TOP AND BOTTOM �y" x O w l L .TB'-o- ETOS7INC z'-o•INDE x rz•77,Ycx a Q! p4 N 01..] h d r UNREORCID CONCRETE F00 NG Q Q r EVS7INC 4•STANDARD ETOSnNG a-STANDARD o }1 r S7EQ PINE COLUMN ', SIEQ PIPE CQ.UAIN z I I � �u (TYPICAL AT E)(IERIOR ! (rYPICAL ALL INTERIOR I I I O 1 LOCH naJS) LOCABONS) T._. i_._.� r.._--_i._, ! ' CIO � 1 i 1 `E7US7MJG 4'-0 x4'-O-x I-3' nea F007MJC. - I 1 rs /ls)f BARS BOTTOM EACH WAY (TYPICAL All INTERIOR ^ O LOCA TINS) xy sQ� W o I _.. W O4e-e• [STEPPED] C _8-] - — Ews7INc fo•Tsar CONCRETE WALL = t--------------�--------t A 1 Gta A - I } L I a •/(z}/6 BARS TOP AND BOTTOM I 46 a EVS7INc 2'-0'WE x fz'neat I I DATE: V 6 21 0/ UNRE7NFOROED CONCRETE FOOTING 27 j 1,7 I REVISIONS: ---- �p ® F Q II ems'1 N" DRAWN BY: M DRAWING NO.: No.30086 �'�� �'Y(ST[� PRO 2 1 EXISTING LOW ROOF FRAMING PLAN STAMP -7 -7 SCALE: 1/4'-1•-0" �\1/ \�.J \�J/ ��}J ���\) NOZIM 1. COGRDNA7E ALL DA/ENgLWS AND ELEYA nQVS/AR04 OM4S Y �� V �J \"/ 5.5 TE ALL f7NfSH BETAttS M�An04.BRCS.r1YP.). T .I TYP. -A Mg1CATE5 7YflGAL. 4. .N. -NJaCA1ES I/IdESS NOTED BR M�'CATED 07HERNISE. 5. NOTED OUAVA SE;ALL CON71NUpU5 WALL FOODNGS SHALL BE CENTERED ON CONCRETE FgT/�pATKMJ WALLS 13`-6' t3•_l' 13•_ 13=1• f0'-O" B. 0'-0• -# VCATES TLW OF CCNMM/1 NW WALL fLEVA nQN(71P..UN a) 7. #ID1CAMS B01R74 OF CDVCR TE FOMAnON ELEVAMN(TYA.). BOTTOM OF FOOnNG ETEYAIILYVS ARE MMMMlLII REW/ROWEN7S FOR REFEnE7✓CE;AND MUST Bf COOR ,40.D INn/UTEST SIZE PLAN TO ENSURE MMaWM 1'-0'SOIL COMER d O.F. -MOICATES OUTSIDE FACE OF CQNCREIE FOUNDAnav WALL V. N✓OICATES COJTERLME 8F(TYP.). 10. -MIOICAW SLAB ELEVAnON(TW.•U.RO.). I I I I I i Y NOFE j ( LOG QSRONC FAaRAll=�SIT E'S SBEIPMALL-lVF0"OAnQS 4 SAS 70AL I � I E7057TNC 10'7MCK CONCRETE WALL 4ET0FY ALL asvENDWB49aVS NOTE acws OF E70S NCC 57RI/C77APE BEFORE I wl(2)-/6 BARS 7LW AND BOTTW I I srv7r of cawTRucnav - _ — - D — — -- -- ---— - — — -- — — — — — — 71 - ------- 7 I I - , I I I I I j j j Q F�� 7=10' z I N a OQN 13•-1• j j j U F C) x oo _ i o aQ j `r o WALL BELOW(M) I I I "• '�- ry j j j z N I N 2 �D < I I a zH ON F ,� [V� fiVSONG I 10"TMCK CONCK'W'WALL U 44' /(2)-05 BARS TOP AND BOrTDM E70S7WG DOOR OPEMNC IN °o 15'-4" x � I I sTUD wAcc BELOW(TIP.) OU � v ��.a < a�oQ �<H I j �I II 0 Ln 0 i - � d - > w WALL LOW NOW nsp'W) � W >cn STUD wAct BELOW(T)P.) � a � � z 1s=1• I I I I > EF-� &7STMIG WOOD STUD I I Zj �aN tw-1 O WALL BELOW(7YA.) I — -- j x EMS7ING 10'nerK caNCRETE WALL j /(2)-#5 BARS TOP AND BOTTOM j 0-4 j I j i U _27 1 I I DATE: 5/t!/0/ i I I REVISIONS: ----- A OF M.DAVI DRAWN BY: Y" mi 7,- PROJ.It: 000JJZ iTi1RAL ® 3� DRAWING NO.: No.30036 PRO NEW FOUNDATION PLAN STAMP SCALE: 1/4•-1'-W �� No. 1. COOP0/NATE ALL DAIENVONS AND ELEVA"ONS r/AH04 DWM(71P.). N. NOTW OnE�PRI5E,ALL LYWTT/�RNIUS N07ED OR WALL TED�OS SHALL BE CENTERED ON CONCRETE FOUNDAMYf WALLS l5'_6• 15'-1• 15'- mr-1' 10'-0' j 6. 0'-0• -MCA TES TLp OF CONCRETE/CAN/WALL ELEVA70V(TW,U.N.O.). 7. C-4'-6'] -I/JOICA7ES BOTTOM OF CONLRE7E FOUNDATION a VAWN(TYP.). BOTTOM OF F0077NG E7EVA 77ONS ARE A(MMUA/REQIROMBNTS FOR R&MF E'NCE AND MUST BE COORDINATED W7H LATEST SI7E PLAN TO ENSURE AONNUM 4'-0•SON-COM?. c UTSIDE Oc.F. -MpCA/ES O FAG>E((QF O))aILRE7E FOUNDATION WALL(TIP.). 10 PSL OTCA 7ER(INE�LLAA/ VARu,aT STRAND LUMBER AS DESIGNED AND MANUFACTURED BY-TAUS JOST MACAMLLAA(LP.-OF BOIST~ADAHO. 11. TJ -#aCA7ES COMPOSITE*VOO I-J= PART OF THE 9'LENT FLOOR-FRAANNC 5/57EM AS DESIGNED AND MANUFACTURED BY NTRf/S.CYST MACMBLL4N,L.P.•aF BOISE;�A,,0 ji I ILOCA n°L NS A A�PPROXAILA FE. M=ALL MIO�F�LEA OSAL ZA.s 46•-s I REQUIRED FOR CLWSTRVCnON. _ 2s'-n• �2'-0•OW x 6•MCK Ir/(1}�S 6.AN COVT. w NEW ro-INICIC CONCRETE I ( �DMIEOF f S NOTE ,T• 5N x5jf-PARACCAM POST CLWQPETE FOOn I(2)-/6 CLOUT.BARS i[[A� Il '�' g E)OSRNG S777UC1WE BEFORE START OF CONYW C77ON. .r 6• NEW 2x6 EXTERIOR WALL [ •-6•] sr-zK• r-1o' z 0 EMMVG LOW (J �Qrn `ROOF SIRVC7URE I 4r-6• _U F O BELOW T 00 a C.5 zw ' I NEW 2x6 EX7V YOR WALL * u ao U u N 26'-6• I „ 7' NEW 2.6 ANEE wAll,AB01£ 'Z Q I EXIS7WG Snn BEMI UNE C a w Avi aN NEW 10'77A'LY(COVLR£ �'^ O M W/ WALL (?)-JB CONT.BARSS iTLP g•_5• F a p, I NEW 2�0ONC x a•nnac 4r-6• U ,g- S>o CONNCREZE TE FODnNc 15'-4'46'-0- I ' �` 15-r - .-_ .. _.. B.5 a oao Q r I~ e' 4r-.rtt 4 ( C�2•-6 NEW SPREAD FOOTINGS ARJST BEAR ° X ON NRdN SOT.OR PROPERLY COMPACTED BACKFIL-EXTEND F0077NG TV PROPER x BEARING OR REMOW FILL MATERIAL AND z "�gry COMPACT TO 85C NEW O W zare ExmwDP I I 0 I — B _ — -- 1 B O w NEW 24 KNEE W ASOW _ EXISTING STEEL BEAM UNE IFwy I-I-I U x w¢ p ¢Ln 15-1• a C >H N EX NEW 2x6 TE7RIOR WALL I I 4Y-214• i I 4'INDE SHELF Nt I �•-�- _ _,.>_.__:_:____ __.. .: r/(1}MBAR CONT. C2� F-i � 4B•-.Ejb• I w J- NEW 2x6 EXTERIOR WALL J AFW'j'-0'INDE x 6' IGYC NEw IO'176d( j � LONCRETE FOOTANG WALL W/l2}'S LqN.BARS TOP U j 2 62'+0' 1 DATE: 5124104 REVISIONS: ----- e��®� nP. Low IkTRr.REMIr to' LAP(rrP) - J►��P��N �F YA , L:uu YDPT.REI✓F.As oCCuas(SEE PLANS) 2-/5 CANT.IN BOND BEAAE 2-/IS 4ERT ---/6 YERRCALS CONCRETE-FILLED DOPE(TYPICAl) • 2- CONT./N BOND BEAM � M.oa ` �*, la N sEr/r BAR a BOND BEAM Loc.Anays � u �I U�bl PROJ.#: t00ff1 COA'CRE7E-Fli,m COPE(TYP) '� RU cn � DRAWING NO.: TM CAL CMnN1101A y/i I 9 No.30086PRO REINFOR(E11FNT D T I TYPICAL DOOR JAMB ��FS ^\`�(' AI REINFORCEMENT QFTAn 2-0 CON AV BONG BEAM(TYP) �,�OiC `•c/ST�'QY S�QNAI _ TYPICAL CMU AND CONCRETE WALL PLAN REINFORCING DETAILS MCA. W II CORNER ��9®®®� V NO SCALE STAMP -7 : 1 NEW FLOOR FRAMING PLAN '-7 NDJEE 1. LnQeD.ALL aAENSOVS AND ELEVAnays../ARCH ONOS(TIP.). K' 1 ) Q l J J l 4] n a coat0.ALL mwsv D£rAxs./ARcly OMcx(Tm.). ( P.)-R�1�,lES TTP�1.. N A (U.MO)-INOIQA7ES UMES3 NOTED OR MPoICA7ED OpI RINSE. 5. ' -INaG7U MUL77PLE 2x WADER(SEE NOTES) ,J�I U RAL 6. -,1VpyCA1E5 p£p(SPAN aREC71QV(TIP..UN.O.) ,., LY7CYtD.ALL 7LP d'WALL ELEVA TIaVS j M/ARCH.ONTS a f -MOCA7E5 OEN7ERLME OF(Tm). I.REFER TD ARCH DRAWINGS FOR TOP OF PLATE/B£AM LZEVA"DNS NOT SHOWN. 9a REFER TO ARCM DWOS.FOR INTERIOR/n(mRIOR STAM WIENSKMIS#FRA4Wa 11.ALL BUE'LT-UP(ANLId°LE 2x)NUQO BEAMS SHALL BE HEM FIR OR DOUGLAS nR 12.ALL(MULTI-Pc>7 NDQD LEAMS SHALL BE FASTENED TOGETHER UgNG J/BY '� j 1HRU BOLTS O 32'O.C. TOP R J2'CAC BOTTOM(STAGGERED). 11 PROVIDE DOUBLE JOISTS MM ALL PARTITIONS THAT ARE PARALLEL ID JNS"SPANS 14 UALESS N07ED OT7[RWISE:PROVIDE AIM 5 1/4 x5 1/, P.Lr P.L PQSr O BEARING COCA WNS OF ALL AN277 2,OR PSL-AL WOOD REAMS OGGLONG O 2x6 STUD WALLS AND 3 1/2'17•P j POST O REARM LOCATIONS OCgAR/NG NI77IN 2x4 SI7J7 WALLS ALL ARAZPLE 2x S7UDS OR PSL S P.L POSTS REQUIRED BY DESIGN THAT ARE SI.PPOR7INC ENDS R HEADERS OR Z.—AS EAMS MUST OCCURS; D DO REQUIRED ITT TOP-—All-WALL OR I I I I I M7ETMOP s7EEi/WDaO BEAM AS occrlRS UNLESS DTHERMSE N07M ON PLANS REFER TO PLANS O EACH LEVEL MR LOCATIONS OF POSTS FROM ABOVE OR BEQri M AT THAr LEVEL.FROND£Saw BLO[YCWG WR7NN FLOOR FRAMING BETWEEN POS73 FROM ABOVE AND POSTS OR OTHER SUPPOR73 BELOW AS REQUIRED.ALL POSTS BEARING (A(T 1st FLOOR L£4EL SHALL BE POSITIVELY SUPPORTED BY FOVADA70V AS OCCURS I4'MODE SHELF NEW 10'THICK CON(5E'/E FRAAMNG PLAN AND NOTES faR COCYtaNATIOV.Y N07 BE SHOMN ON TF6S PLAM SEE ALSO ROOT 3H irsH•PARALLAM Post W/(1)-,/6 BAR CONT. WA rr/(2}P(XWT.BARS'.TOP 5J�'r5J4•PARACLAM I 15 PSL or P.L.-INDICATES PARA[LAAL"PARALLEL STRAND LUMBER AS DESIGNED AND fii POS' 16TJ -DESIGNED AN 7A�RED-�TT PART OF THE VLEVT RUS ACABLLdN Bp�RAAONC SYSTEM AS T(TWMAL) _ .L 18 PROAXI DMq SYNOOD SPACERS AV ALL UM7IPLF 2x HEADERS WZHN 2x6 E(R7MO4 f2x12 LnNGRETE AND/OR LOAD REARM WALLS To MAKE LP OMFFRENCE WALL 7MCA%ESS TYPICAL 7HROUQHOUr•UNLESS on,ERNSE NOTED)PROHnE MIN.(a)-2x12 HEADER O ALL EX7E7MQP OR LOAD REARM WALL$UNLESS NOTED ON PLANS A F4 7'-f0' 18. SUB-FLOOR ELEVATION. 47'--6' O N Ems77NG LOW i I N j N000 BEAM ROOF BELOW STRUCTURE >„ NOTE. NHEREJIST MP -- -- - - - - C.5 FLANGE IS uNsuPPore>ED er a 00 NEW 2x6 oR WALL I a I O MUST WED Si.7 "EAR.S zz SEE OF JCVST APPROVED G.,LA: - a R,GHn u C (SEE AL TE�MJATE DETAIL O v Q 70P FLANGE _. 2 o I r-3 HANGER(nP) L I _ EZ I m © TJ JOIST Cn U o I 141 4 4 a < J715T/W000 BEAM CONNECTION z Ems-, ce N 17 _ {SIMILAR A T_J T LEDGER) V O W-'BEARING WALL u NO r39 ABOVE INHERE OLL'VRS) F 0- 1wt, o1ER LONER wall ce r - - B 5 rJ BLOCKING a Q H NEW 2,6 ExBmc»w � �� � � � PAWL(rrP) u 59-.3{('PARALLAM POST � _ � WEB SIF7ENER — _ _ .. ... _ _ _ F�1 n. I EA SK1E OM'E _ _ r rm - ___� - _ .� _ - ..� 4 _ _` - - - 1 U BEATES WALL TOP I - TJ Jlsr(TIP) PLATES(rm1CAL) � Z - j U W NEW'P.T 2r SLEEPERS AND p TJ JDISTS'A:LD OVER REARING W I I � W Q I TfOV ABOVE E)0577NG W a, C PRECAST COWLRE7E PLANKS I KL I ( AROY67EC1URAL M 73'-1• ' ORIMINDS fOR'ML5) I I O NOTE BEARING WALL AfARIsr(s AFL DIrECTLY V] 0�.A ~NEW 2x6 EXiE7MQR WALL h I EXTRA JOIST UNDER ALL I I OVER LONER WALL E"W F4 >E-WALLS ABOVE-ALL REavRED I I rJ BLOONNG z a �+ NAY NOT BE SHOWN ON PLAN j •' PANEL(TIP) -y O 0 I a. z j z I I _ _ I _� EA.SWE OF EA JOIST(TIP) 4'WOE SHELF NEW 10'TAFCK CONCRETE r/(1)-/3 BAR CQNT. WALL w/(2)-05 CONP;BARS 7OP I I PLAS(WALL TOP '4' rMCAQ U I I I j j I At Jlsr(TIP) I 27 I I 17 i j j DATE: 5/II/0I I Tl JOISTS BUTnNC OVER REARING WA I I � i REVISIONS: ----- NOTE' WHERE JOIST TOP NOTE'REARM WALL FLANGE 15 UNSUPPORTED BY NDUD STUD BEARING NOTE:WALL SILL PLATE PcrNDoO/ose HANGER, NEB STIFFENERS wALL(WHERE OCCURS) WOOD s7t10 REARM WALL ABOVE(:HE EC71S) AND STUDS FROM ABOVE suBFLOCR PE MUST STACK alEcnr� MUST BE INSTALLED EA. PC OVER LOWER WALL SIDE OF jo sr. JJ JA'S7(nP) SUBFLOOR SUBFLOat TJ BLOCXMO --t- I PANEL(rm) DRAWN BY: Y" A SIDE REARM STIFFENERS FROND£9OISTSVGI PANEL USE APPROVED CALV. PROVIDE BLOaLINC PANEL EA srDE o jJOIT(T)P) RE7WEENARM JOISTS UNDER 7A FLAN P) � LE7N XN JOISTS 7AWR �; I � � PROJ.#: 200/I! BEARING WALLS(iYP) r HANGERS 7/P BEARING WALLS(TW) � �...—_.. DRAWING NO.: WOOD BEAM TJ JOIST(M) TJ'ass(TIP)J TJ Jasr(TIP)J WED S7MFETER EA WDW STUD REARMS WALL WOOD STUD NOOD STUD SEE OF JIST O WALL REARM WALL REARM(71P) BEAR PRO DETAIL DETAIL 2 DETAIL s DETAIL 4 DETAIL sr.8 JOIST(rW) P"ms(rnlr� Is 0-4 LEAS WALL TOP T1 JUSTS CONTINUOUS OVER RFARINQ W n NEW ROOF FRAMING PLAN STAMP: 1 SCALE: 1/8--l'-0• -- -7 _7 NOffS: 1. COLRD.ALL DVNENSILWS AND ELEVA77ONS r/AROW.DMOS (TY?). 2. COORD.ALL RMSH DETALS W/ARCH.DNGA J. (TYP.)-WOCATES TYPICAL 4. (U.N.0.j-WOCAMS UNLESS M07ED OR 00CAND 07HERINSE. O 4 5 5.5 `a -WDICA7Es MUL6. MICA TESDPLE IP 2r FADER(SEE NOTES) 7. COaPo.ALL TOP OF WALL ELEVA77ONSw/ARCH.DNGS.N.O.) 10=0' i Q f -M7a'C47ES LENTERUNE OF(TW.) 13'-B• 90.REFER TO ARCH DNCS FOR AV7TAIR&MEN REFER To ARCH DRA WNGS OR 70P OF���AM ELEVATIONS NOT SHOWN. 11.ALL BWT-UP(AVATARLE 2x)WOOD BEAUS SHALL BE H94 FIR/I OR DOUGLAS FIR/Z 12.ALL(NUL R-PLY)MOOD BEAMS SHALL BE FAS71WED TOGETHER USNO 3/11-I ITRu BO.IS O Jz'aG TOW O J2-aG BOTTOM(STAGGERED). 11 PROVIDE MIKE JaS7S GOER ALL PAR?Tn NS THAT ARE PARALLEL M JaS7V SPANS. 14.UNLESS NOTED O7EERMISE:PROVIDE MN.5 1/4 xS 1/4'PSL tr P.L POST O BEAR LOCH OF ALL MIKR 2r OR PSL a P.L Ntl00 BEAMS OCCURINC O 2r6 S7UD WALLS AND 3 112-x7-P I I POST O BEARING LOCAROWS OCCUR/NG WI7NNN 2x4 STUD WALLS ALL M X71PLE 2x STUDS OR PSL a P.L POSTS REOURED BY DESIGN THAT ARE SUPPORTING I I ( I I I ENDS OF HEADERS OR BEAMS MUST EXTEND DOMN 70 rOP OF FOUNDA ROW WALL OR INTERIOR STEEL/WOOD BEAµ AS OCONIS UNLESS OTHERMISE NOTED aN PLANS REFER I I I I TO PLANS O EACH LEVEL FOR LOCH 71OVS OF POSTS FROM ABOW OR BEGNNNNc AT THAT LEWL PROVIDE SOW BLOCXWG INROW FLOOR FRAMING BETMEEN POSTS FROM ABOVE A/D POSTS OR OTHER SUPPORTS BELOW AS REQUIRED.ALL POSTS BEAlNNG I ABOW T lot FLOOD LEY£L SHAM aE Po57RlEZY SUPPORTED BY FOUNDA7IGW/SLAB AS OCCURS POSTSOOD AMWC PLAN AND N07ES FOR COCRWAITIJH,SHOMN O✓NHS PLAN SEE ALSO Jsl FL i PREFABRICATED NOW I PREFABRICATED MOOD ?a PS.-P.L-INDICATES PARALLAM'PARALLEL STRAND LUMBER AS DE'SOWED AND ROOF TRUSSES O 24-as ROOF 7RUSSES.O 24'as MANUFACTURED BY-TAUS JOIST MACAKLAk LP.'OF BOISE DAHO. 16.PROVIDE PLYNOLIO SPACERS W ALL AKNLTIPLE 2x HEADERS W7NN 2x6 EXTERIOR _._.. .. AND/OR LOAD BEARING WALLS 70 MAKE LIP DfTVMVCE or WALL THICKNESS TYP/CK 1HROUGY/OUT,IMLE55 O7HERWSE NO7E0)PROLm£MW.(J)-2x12 _ —_ _-. -.._ -O HEADER O ALL EXTERIOR OR LOAD BEARING WALLS UNLESS NOTED ON PLANS - - - i - - - - - - - I = I d Y-10' o apt EXISTING 04 ROOF STRUCTURE IN"Nd O f F I5"-1• I BELOW I - - 0 a j C.5 0 °o NEW MEX O7 WALL - - -- --- - d U CC ROW 1 I 0"ro i I IU go F. a0 M I I I i 8`5- � 3 � �o x oU >� ,5•-,• I PREFABRICATED WOO '.. ROOF TRUSSES O 24• NEW 2x6 EXTERIOR WALL PREFASMASSESZED 24'a. a I I PREFABRICATED WooD d H ROOF TRUSSES O 24'as � 314 If;b'FARALL, � ' — i yo MEW 2x6 EXTEROR WALL1 '�1 Q�,�N vF 11dgL� �.�� U U ( f 5 M.DAVID �, �•k `' PREFABRICATED '� I '^O< DDEH O x V Q MOOD ROOF 1 WE /� �q t� CpT�O• A f ` ,1 (/0� i TRUSSES O 24-as O 1 d 6 = I ( JNo.30086 /S� hl�-I+q I.r l F1-G 15"-1- NEW 24 EX WALL 1 ✓_ �FsGlSTE¢C�� ' � W O 0. P NONAL E \i cn z LT- i x o a i x - - -- - - - - --- - - _ --- --- - -------------!------- I I U NEW 2A6 EXTERIOR wAu (SEE-NOTES FOPr PREFABRICATED NOW DATE: ', ! ' RD(AF TRUSSES o 24-as I 2 i 1 REVISIONS: ----- _7 � I 60 PSF i�; o p Bo PSF DRAWN BY: Y" o O o p PROJ.#: 100ff � O O DRAWING NO.: PRO AM TO BEAM DONNECTIONR aypL OOLyNASEA�(bNNEGTON IN7ERCE TIN- AuS/COLIINN CONNECTION CORNER BEXy 0yN(Xk1N .TON NOTE: SNOW LOAD IS 25 PSF LINLM N07M 07HERW.W SNOW LOAD PLAN S-5 TYPICAL WOOD BEAM ISOMETRIC FRAMING DETAILS SCALE: 3/32'-1"-0- N0 SCALE 11 —GENERAL NOTES STAMP 1.GENERAL 1.ALL N01?A SHALL CONFORM TO 7NE MASSACHUSETTS STATE BUILDING AIDE REQUIRE- MENTS1 AND 17S APPLICABLE REFERE)VOD STANDARDS Z Y IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO M?IFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTCNL REPORT TO 15'-7' Z=TCpAEER ggSFJRVAnONS AND ANY DISCREPANCIES BEFORE fs-d' 5.5 3 IT IS TE RESPONSTBI.ITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT METHOD OF SNORING AND/OR BRACING TE EXISTING STRUCTURE DURING BOTH DEMCLITION AND NEW CONSTRUCTION PHASE& RARWIT A PROPOSED PROCEDURE TO THE Ma♦l7ECTITNGWER BEFORE DQH CWOPERATIONS BEAN. 4.SUBMIT SHOP DRAWINGS FOR APPROVAL(FOR ALL TRADES INDICATED HEREBN). iI 1.ROOF LOAD(SNOW LOAD) 25 PSF(MODIFIED FOR SHOW DRIFT i PREFAMM47EP CUPOLA- PER STATE BUILDING CODE) f SEE ARCHITECTURAL I 2.FLOOR UVE LOADS I DRAWNOS FOR OETAKS 0)CaMDORS d0 PSF PREFABRICATED WOAD ROOD /,•� I DJ PUBLIC AS.Y AREAS f00 PSF i TRUSSES 1 24-as j' i c)ALL OTHER AREAS 40 PSF iy�'\ .Y NIND LOAD 7W CUR SM 0 NIND LOAD ZONE 3 WN O PRESSURE 21 PSF II II IIIIII IIIIII IIIIII IIIIII IIIIII I11I11I11 IIIIII IIIIII IIIIII 1IIIII, II �__.._..._.v_._.._�,..-.. Ii A SEISMIC LOAD OR SEC 7xN Im2OCANOPY BEYOND EQWVALENr FOE P ROCD/E• PREFA__fCARED WOW RUG` A-al2 Ao-Df2 PREFABRICATED M000 ROOF TRUSSES O 24' In, I SOL PROFILE i)PE S1(S- O PREFABRICATED WOOD ROOT TRUSSES O 24'as II II II 11 II II II II III II II 11 II' II X - .SE7AI/C HAZARD E76KMSU/aE GROUP/ TRUSSES O ' 24 SEISMIC PERFORMANCE CA7 EGOaY C PoDESMV HURRICANE SEISMIC t PROVIDE SIMPSONS HURRICANE LIGHT -FRAED WALLS WIN SIEA R PANELSANCIOHS AT ALL N II 11 ANCHORS AT ALL MUSS AND RAFTER (R-6.4 Cd-4) L£ARWG L BEARING LOMR NS(TYPICAL) II IL CONCRETE PROVIDE JOIST HANGERS A NEW 2r6 EXTERIOR j;' �-D I.ALL CONCRETE WORK SHALL CONFORM 70 Aa 318 AND 301 REQUIREMENTS 3/4 x1/76'PARALLAM ----------------------------- ALL FLUSH FRAYED COPNIEC7TOV5 I BEARING WALL MSCON�7IO�CURING PROCEDURES CONCRETE MIX, CpNCRE7E TESTING.PLACEMENT OF DASHED LTV£REPRESENTS 3 WWNS STIED TO 2 CONCRETE SHALL HAVE THE FDILOWNG 28 DAY COMPRESSIVE SWMVG7Fk s7LL IPu 7E HURRICANE CONA,C7OHS O J2'o.a P)SUBS ON GRADE 4000 PSI O �4 I TYPICAL AT ALL LOCH IONS BUILDING b)ALL OTHER CONCRETE MOO PSI c+P DOUBLE PRESSLRF A PROVIDE TOTAL AMP ENTRAINMENT OF 6%(4 FOR ALL CONCRETE EXPOSED TO WEAT#R. N PARASLLAM POST I I I PARCH COLUMN BEYOND /C-0.45(PROVIDE A HIGH-RANG WATER NON-BEARING 1� 1R£A1E0 2xd SILL PULES 4 REDUCING WA7 IXIIM AT RATU- W 2x8 SAID WALL BEYOND W/.J(J iA2'LONG ANOY/OR I REDUlaNC ADNIXIURE AS REQUIRED TO INCREASE WOPoCABIUIY OF THE CONCRETE) U O WTERIOR(NON-BEARING)PARnnON 2r6 STUD WAIL ABOI£ BOLTS AT.12'as 5 CONCRETE REINFORCING SMALL BE IN ACCORDANCE WITH AS7M A615 AND HAVE T/£ H 2x6 STUD WALL ABOVE EXISTING BEAM LINE I FOLOMNG AIMMVM HELD STRENGTH: 04 ago EXISTING BEAM LINE ALL INTERIOR LE JOTS N WALLS PREFABRICATED NOW (2)-J5 BARS TO. WALL I{I{ I)MAW RENFCRCM STEEL 60 KS? a 00 PROVIDE DOUBLE JISTN UNDER h,pISIS(rm) CONE. EDP -'F _._.__ lI ...__..... T.OT.O.SIUBFLOOR b)TES R STIRRUPS 40 KS � z W T.O SMELF 4791 a 6.WELDED WIPE FABRIC SHALL BE W ACCORDANCE WITH AS7M AIM Q Q f _ _ �_ 7.UNLESS NOTED 07HOWSE PROVIDE THE FOLLOWING MINIMUM REINFORCING COVER: 1 1 lJ 1 �r T 1 r r II I II II II II u II N II II II 11 II II II II, X II II II II II II II II P)F007WGS 3INCHES NON-BEARING I II II II H II N II It 11 II II II 11 II II II n II 11 II II p II II 11 II II X 1�BENT BARS OI6'as b FOUNDA77ONS BEYOND A)CONC.V(POSEV TO HEATHER U N II 11 II II 11 II II II N II II 11 II II II II M II II II II X II II X II 11 _T INCHES M STUD WALL _ - _ 7 H i:; 57 r -) C7 J 5Ua 1Z1 r (5 t) L`� LL _ � -- ---- -2 ,. x � T.O.PLANK � e)SUBS ON GRADE(STEEL BARSOR EARTH 2 INCHES z. .u' 'Ss: �. v..-...•.y,..®.�,.I k-... '' »k,-....,,.. ...�...... ........ M. ., __. .,.,-.«M ,..,,.....�„ .......w„« �� O WALL GRADE( (SEE TYPICAL DETAILS) N..� 44' - I T. d)SUBS ON W*) w g a.MAXIMUM OXIa�TE'WALL LENGTHS BEIIIEEN CGAWWCnON JOWTS SHALL BE 60 FEET. /6x24'BARS O 7s'o.a �._..' 8.PROVIDE VERTICAL CONTROL JOINTS AT A MAXUNU/SPACING OF 20 FEET OC FOR ALL L. . __. ..:_,-s.-,--. ,, _x- -�,.,. /12'04BEOMENT INTO r 9 CNN£REPRESENTS SMPSOVS STUD 1Ti .ARE FIMRIL;AN£C(WNECRA45 O J2'as .-,,.s,_.r,- ��n,•„� .,a,,,r�.,.,.-�._���r��.�t- , I .AL AT ALL LOCAnONS AROUND 9UlLONC PROVIDE S/MPSOVS POST BASE -� (NTERR10VS WALLS WITH MORE TNTA lB AT EACH ABOVE FINISH GRADE. [n b o0 EXISTING d' EVS77NO SUB/FOUNDATAIOV I o VS,E-T"nV-70i, GROUTED CLR£S PRECAST `��OOM71NUQU5 (INTERRf/PT EVERY OTHER HORIZONTAL BAR AT EACH CONTROL JIN>) CHI GROUT CORES I2'7O EACH SIDE OF PLANK DECK WO STEEL BEAM TO.REINFORCING UP SPLICES SHALL BE IN ACCORDANCE WIN Aa-JIM-95 FOR TENSION �( EA757NO EXTERIOR EmIm d' EXISTING d' ! POST BEARING LOCATDINS (J}/S CONE. LAP SPLICES,CUSS A UNLESS NOTED OTHERMW HORIZONTAL REINFORCING IN a Q S7I/D WALL PRECAST I PRECASTdd I PERBlET77R WALLS SHALL LAPPED 24'AIN/MUM. OH ' IP• EAXTIMp 491 SIM P�DECO EXISTING 6'0 STEEL PUZ DECK k,f EXISTING 6'/STET1 PIPE COLUMN dI PIPE COLUMN f E7ISIWC B'/Sim PIPE CMUMN J ��EXIS77010 if.PROVIDE CORNER BARSAT ALL WALL CORNERS!WTERWC77ONS MATpNNG HORIZONTALREWEXISTING 4'TICK IO'Tlac 12 PR01�MATCHING DOWQS FOR ALL VERTICAL REINFORCING BARS AT WU WALLS CONCRETE SLAB FouN 10'7ON WALL A`NO 07HLR 92EIS INDICATED,DOWELS SHALL BE 5'-0'LONG(2'-d'EMBEDMENT, SJ .. .. ,'.:. IV.FOIANDA -6' C7HAN DOWELS SHALL MA/LY/V£RTCK REINFORCING BAR SIZE T.O WALL i i �� I - O B.O FORTING I.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING DIG SAFE'AS x O U WELL AS ALL APINROPRATE AGENH�S AND MUNICPAUTES TO MOOD DAMAGE TO —EVSDNG 10'7MM �s.-N;, ` EVS7NG 4-0 x4-0 xi-3 EXISTING 4'-0'x4'-O'x/'-J' EX75nNG 4=0'x4=0'x1'-3' UNDERGROUND UTILITIES PAM 7O THE START OF ANY SITE NORK. a < 14 a L. FQUNDA7KW WALL THICK CONCRETE FOOTING War CONCRETE FOOTING ' TIC(OWCRETE F007ING � �� 2 BOTTOMS OF ALL F007NNOS SHALL BE 4'-0'AOV/MUM BELOW FINISH GRACE. Q � d J.F007Y4C5 SHALL BE STEPPED AT A MAXIMUM SLOPE OF 2 HORIZONTAL TO 1 V£RTTC L. TING •.`C� ! UNLESS N07EV OTHERWISE(SEE TYPICAL DETAILS) B�TT 4.ALL BOTTOMS OF FOOTINGS SHALL BEAR ON VIRGIN SOL WI7H A AINWUM 8EARING J1-2 CAPACITY OF 4D00 PSF(70 BE V£RFIED BY A P.E.D/.VOWG CON SIRUCQ OR SHALL R/J SECTION 1 BEAR ON ENGINEERED FILL THE EN(INEL7ED FILL SMALL BE COMPACTED IN 8'LOOSE J' LAYERS 70 95X OF THE SPECIFIED MAXIMUM DRY DENSITY AS ESTABLISHED BY ASTM z SCALE: 1/4--l'-O- 9-g D-1557-74 ME7HOO D. nHE'COI/PACTON SHALL BE DETERMINED BY ASIM DEVONA77O✓D1556-d2 D2167-66,C2922-8I,OR OTHER APPROVED NUCLEAR r rA DENSITY TESTING : Tr 5 ENGINEERED FILL L UNDER SLABS AND FODnNrs SHALL CONSIST OF CRANf/LAR SDA FREE Y[^. OF ORGANIC MATTER AND CONFORMING TV nE FOLLOWING LIMITATIONS ON GRADARON: o)MAXIMUM SIZE OF PARTICLES J INCHES DJ RETAINED ON 3/4-SEV£ JOX MACVWAI l c)PASSING NO. 100 SEW 45X MAXIMUM 0-1z d)PASSING NO.200 SPEW dX MAXIMUM U wzz G ADA TON SHALL BE DETERMINED IN ACCORDANCE WIN A5714 DESGNA RON D422. 6.ALL FOUND. WALLS SHALL BE BACKFlLLED AFTER 28 DAYS OF CONCRETE PUCE7ENT. E..} a W Q THE (THIS THE MAY BE REDUCED I=A HIGH EARLY STRENGTH CONCRETE IS S/BS77TUTED P-L >C/] PER APPROVAL THE T ARC H1TECr/ENGIFEER OR lF THE WALL IS ADEQUATELY BRACED) �x O 7.DUNNO BACff I.OPERATIONS OF ALL FOUNDATION WALLS THE FILL.ON E77WR SIDE O OF THE WALL SHALL NOT EXCEED A 2'-0-DIFTERENRALC UNLESS THE WALL IS DESIGNED ^ FOR RETAINING ACTION. F., 8.ALL RETAINING WALLS SHALL BE BACLFRIED AFTER 28 DAYS OF CONCRETE PLACEMENT. 9.FOR PENEIRATTONS TROUGH CONCRETE FO INDA70V WALLS EXCEEDING B II REINFORCE H � > E"I WALL AROUND PERIMETER r/(4)-p BARS:EACH FACE IN A DIAGONAL PATTERN EXTENDING 2'-6'BEYOND OPENING TYPICAL COORDINATE ALL OPENING LOCATIONS Fy a Q WIN ARCHITECT C'd O 0. ,aSUBMIT REINFORCING STEEL SHOP OYRAWWGS FOR RENEW. V.SMUCTIARAL F I.ALL NpPK STALL BE IN CONFORMANCE WIN Tff AAERICAN FOREST O PAPER ASSOC, z STANDARDS AND SPECFICA ROWS O Q 2 ALL LUMBER USED IN A STRUCTINAL CAPACITY SHALL BE DOVOAS FIR J2 OR BETIER, M UNLESS N07ED OTHERWSE.3 ANY WOOD IN DIRECT CONTACT W7H MASONRY,EXPOSED 70 UNHEA7ED BASEMENT AND CRAWL SPACES OR EXPOSED 70 W EXTERIOR SHALL BE PRESRW TREATED. x A ALL FASTENERS SHALL BE IN CONFORMANCE WTH THE FASTENING SCMWLE/N THE 1--i APPLICABLE STATE BUILDING ODDS;INN=NOTED OIHFRWSE: FASTENERS EXPOSED TO THE NEATER SHALL BE GALVANIZED OR STAINLESS STEEL U COLUMN LOADS CANNOT BE 5 MAW#ADlCA7EA ALL LUMBER NOTED AS FARALLAM'SHALL BE PARALLEL STRAND SUPPORTED BY TJ JOISTS LUMBER AS MANUFACTURED BY 11RUS JOST MACMNIAN. MgOD POST NOTE,BEARING WALL DATE: 51,trlo HOOD BEAM ABOW(WHERE OCCURS) MUST STAB(DREC7LY A REVISIONS: ----- CUT TJ RAM JOIST INHERE OVER COMER WALL _._ WDCID POST OCCURS TJ/LAY.A715T A ep m TJ B'_OCIONG PANE. TJ RAM JOIST �\'AA'� m NEB STIFFENER EACH SIDE OF TO APPROVED C.Q.V. � PROVIDE WEB STIFFENERS �FP'�((`, O C SS' rEARn4c PLATES �� 1 n "r M� ®2x}(INN)BLOCKS EA.SIDE a:TJ TOP F1.INf EA.SIDE OF JXST WAR£ AM S7TFENOt JXST ro SUPPORT Cp.UAW LOAD HANGER(TOP) TOP FLANGE IS NOT EA.SIDE OF SECTION'M' SUPPORTED BY HANGER. JXST(TOP) \ (LENGTH-JUST DEPTH+ 1/4) �v M.DEH DRAWN BY: jRYT WALL snlDs NAKED �l DDEH PROJ.#: 200/Yt TO PLEA SIDE �PUTESG(WTTw L7 �' SjR `-'"� .. TY� G,r TJ JUST TJ J(ST(TIP) 30086 J DRAWING NO.: WOOD POST O BEARING WALL THRV WOOD POST O ENOWALL -5-T.•-+�. �`y;• • • -O ALTERNATE TJ JOIST O FNDWALL }t.,C� ..' Ca� /<.,,, NAL TYPICAL TJI JOIST ISOMETRIC FRAMING DETAILS IS-6 � NO SCALE STAMP: I I I I I I I I I PREFAMC6Aifp�POLA- �" DRANTNGS F�aLv1UDREracs j I I I I I I PREFABRICATED NDOO ROC' I PROWDE SA-SONS HURI%CANE 1iI TRUSSES O 24'ac ANCHORS AT ALL TRUSS AND RAFTEF PREFABRICATED NOW ROOF BEARING LOCAMNS(TYPICAL) TRUSSES O 24'a PREFABRICA7Ed MOO ROOF TRUSSES O 24'au PROWDE SMMSONS AMRICAAE HORS AT ALL MUSS AND RAFTER BEARING LOCATIONS(TMCAL) T.O.PL17E AIEW B£AR6 D(MM (3)-2re HEAD& I NEW 2X6 EXTERKY7 ARCT67EWMAL AND 97E BEARING WALL I I I QEV� FOR F LO VIALS AND n REPRESENTS 9UPSOVS STUD a j j SLOPES(TYPICAL) O Q rn 9PRICANE CONNECITARS O 32'ac DOUBLE_ ALL LOCATIONS AROUND BU/LOMG SARS AWTAMr-47W MOOD PREFABRICATED"DOD I TREA 7I SILLS� (J)-P BARS PRONDE 9MMSONS STAND-OFF N I I-JOsTs(TYP.) h.KMS'75(TYR) W/461S 12'LONG ANCHOR I CONT. TOP POST BASE AT ALL EVERTOR o BENT BARS 0/6'o.c IS I BOLTS AT J2'as T,0. WALL PIDST BEARING LOCAnQVS rU-. 0 h 1' 6'CONCRETE WALL 1 I li I I47.-! TO P/ER� 04 0 0 4 6 7 LO 4'SHELF T.O.9E[F j;T TIES O 12'ac °� oo w 2X6 STUD WALL ABOW 2X6 STUD WALL ABOIE 46'-TO'COJORE7E WALL OUS77NO BEAU LRE B MR77CAL TYP. EXISTMC BEAU L/NE BENT ti ( J O o 0 P-a - BEN BARS O.PLAW IN EACH PIER u T () a O 05,24'BARS O 16'as EMS7MG e' -__ .I. H-2 T U N W/12-EUBEDIENT INTO iIAIGyt E.VSIINC e• 4J_B WALL EXISTMG SLAB/FWWA MON �'' FgDTI4C PLANK ECCK �� PLANK DEW W/22'BE EDUENT NM Z' N EV577NG SLAB FOUNDAMIOV (2)-j5 BARS BOTTLW W N (J)-1e CLWT E10S*76 STEEL�S i� D6 7wG �s / EACH WAY �-�CCOLUTAV 51�` PO05mE'T"coGL S1 NEW SPREAD S l OR PR wvsr BEAR COMPACTED �� �� a ON MYTCN SOT.OR PROPERLY CQVPAC7ID BAC(FKL-EXTEIV FD07TW TO PROPER EXISTMG 10 NOCK l I E76SRNG 4"TACK j I BEAWX OR REUOW FU MA7MAL AND FO/NDAROV WALL +�,. �I r CONCRETE SLAB j —EXT57WO 10'MApC REPLACE NJ e'er COVPACT 7D 95><' A V] F ..-.-- r FOUNDA nOV WALL �9 [Ur Ln10 F. \\ }.: B.O FOOTING W �. TRIMCONOREiE F00RNGJ• ! ` nNG 4'0 7MCK CONCRETX4 0 X1=J' I J4-6 �F a U a E F007WG SECTI * SCALE: 1/4'-1'-O' S-7 z 15=1' h+l PREFASINGATW NOOD ROLK I U U II�tU55£S O 21'o.a PROWDE 9UPSON S HURRICAME I j O ORS AT ALL TRUSS AND RAFTER jcn BEARING LOCATIONS(T)PICAL) I C W NEW 2X6 EXIER/OR I SJ4 xi1�'PARALLAU j I a >a BEARING WALL NEW o a coo 0�4 ov BEARING WALLI � Z REPRESENTS 5Be'SOS 32* ro DASHED LINE REPRESENTS 9'UPSOVS STEM TD xo ¢ 6R/CAN£CONNECTORS O 32'ac SILL PLA IE INJRWCANE CONN:C7ORS O J2'o.c LL LOCATNk/S AROUND BU2.DINC j 71PICAL AT ALL LOCA ITONS A I ROUND BUkOMG j I I 2,6 NON-BEARING STUDS BB j 57U2�6D WALL BELOW U ~ - s7/PPORT BEAU DATE: S/la/01 8.. PRECAST JTb'ANO/OR BOLTS O EMS7NG B' T REVISIONS: - I PLANK DEGC J2'ac SET MID "h♦ PRECAST ., ---- CROWED CORES PLANK DECK EXISTING CONTRR/OUS EXISDNC CON77N OUS WlB S1EFL BEAU W16 STEEL BEAU EXISTING 4I STEEL ei. `-PIPE CO.UN0 TE LN0 EXIS ING 410 STEEL �:✓-PEE CO.UUN BEYOND FOUAVEAYSIG 10'THICWALL : EMS77NG 4'WCK fOUN)AnOV WALL CONCRETE SLAB FOUNDATION,.-_:. DRAWN BY: Flat PROJ.#: t00IIt DOUBLE PRESSURE- TREATED 2X6 2k69 DRAWING NO.: LL PLATES I W/46 k12'LONG ANCHOR BOLTSATJ2'aa ,,._____.__... PRO SECTION z "��;`�F(� s7—✓4,LJ4` �C) 7 SCALE 1/4' V-0' ■ e PROJECT Na 200112 ARC� SRO NN A LN1DOl IST,INC YARMWI.-2 F MA A 308-]82-2727 FAX 608-362-9tn FIRE PROT. _.. ... _ . PLUMBING MECHANICAL —ELECTRICAL ...�......,_...,_... _-._.....�. - --~ ... ....., ____�.,.._..,.....,,._.. ..,.r:..:.:� >� COI S IINO ENO IINFRS (((yyy t OESOUSA IL r ... _.___._,.w _, _. ,: 80Y COUNTV sTRFET 111 �.._.,....._.._.__._� �lT 1E1:608-896-MA 3388 ......Y FAX:608-"0-M21 2 iII dj I I �� I t STRUCTURAL z23MW8tWX SANO AVE.A a:4D1_7z 1m FAX:401-724-MI�,H _ t � it 1 I j i I I CIVIL k}. , 180 BAXTER.NYE,, h ( e,O 2ae ZS"MuOC I I TFl:WB-4428131 i 7 FAX:50$-428-3750 LD Lp `` gas 256 10 x8' WALL CAP I 100 —^A 11 i u 9 E ( ! XF) _. 10"xG"WALL CAP o ® m� ,. p� ! uD 161" i I I 9 ! I o mmmmr 406 ! ..._., ..... ._.._....__ ...._. _......*ER'TD'ENLARGED } I ✓'l` I I + .........___.._._.=_r� i M CHANICAL ROOM PLAN ._.. .1}.�.. t""✓ t0„x8„ fL......__ ._. .._. 8"x6" - �I I�r "O DRAWING M-2 P R WORK IN THIS AREA, I � ; _.... v _._. STAMP: I EDWARD d. c GALUSKA i I c� HVAC cm TITLE: ECHAN� RAM /XA, DATE \` 7 MAY 2001 /"-I` F'RC)FC?5ED FIRST FLOOR PLANDRAWN ®Y °tiT l�L.QA! M�N.MV�! /+.ia .. ._ �• _ _m JPW SCALF— AS MENTION n DRAWING NO.: PRO PROJECT No. 200112 ARCH�TE TS SRO"a UNMw.MC ..., I i ' YAIWWTi T MA FAX 808-564 91717 ! FIRE PROT. PLUMBING 1 MECHANICAL ELECTRICAL GAROA.GAwsKA, a DUMUSA C,FL N ENONN E 6W C%NN STREET OMMA 8-38`.\ I •� 10"x14" RETURNiLOUVCR ! FAX hoe 09�-mtl LOW ON WALL.: LINE R.A. DUCT TO LIMIT �,VRA ® INDICATED WITH P1 ACOUT/CAL 12 23 MINERAL N OOEH 1110ERQ S RS, AVE. INC. LINER._, •,� I �--- tt PROVIDENCE,Po FAX,401-24 I B � ``�ti\�, •` � l... � i CIVIL BAXTER.NYE a a N 812 MAN1 STROWGRDI,EE INC.T OSTERVMIE,MA TEU WS-42"131 FAX:WO-428-3750 SS IJ f 14'hc8" ! �10"x8" O.A. DUCT UP TO IINTAKC LOUVER IN CUPOLA. law ` I ! RL 6 RS PIPING'T!•RpM ACC-2 UP FROM CRAWL MO SPACE BELOW, S I , O.A. DUCT i ��AT 0009 �1 .y4 T',2'hc8' O M `-__. AT OO S ,VENT P;LUC AND � .g}�-� �- INTAKl4-T �Rif.IF--A/i� ANI3�TSRMINATC E F / 2 ( CCK ONi R00P3' PROVIDE WITH ' ECT VENT TERMINATION KIT. CONDENSATE DRAIN PIPING ON, O 8/4" BOIL4R CONDENSATE" DRAIN TO RUN IN CRAWL SPACE AbfSVC Y. PIPING TO RUN AT PLOOM EXISTING PLANK]NO AND TERM`NATE C (l AT FL:RECT, EN (TTP FAIR 5 IN DIRECT'VENT P A AND 8"s INTAKE T0±RISE UP AND,TERMINATE CONSTRUCT 12" DEEP PLENUM BEHIND ' „�._-- AT GOOSENECK ON ROOF; PROVIDE WITH COINER W/ ALL SEAMS SOLDERED 18"x12" OD I': MANUP. DIRECT VENT TERMINATION KIT. WATERTIGHT & SLOPE TO FACILITATE V _._.,..... DRAINING F� Qa LINE R.A. DUCT TO LIMIT I •"'��;,'�"�•' i ' 0 Qn INDICATED WITH V ACOUTI Al t ` 18"�A2N LINCR. RL 6 RS PIPING FROM 1 -----••- 1� \ i TS.1'x24.'OF PREE AREA WIAIR THR ACC-1 UP PROM CRAWL E E `"'� INE R.CD!WITH O ACOU 1CAL 1/211xI/211 SCREEN, O on SPACE BELOW. I`I! LINCR. 4A ,t">:A" `,.✓ ' ��� �'; 10"xN' O.A, DUCT DOWN O ! ! 1 708 !I 10MM411 RETURN!LOUVER LOW ON WALL I Fr ! ��M OF EDWARD J, GALUSKA a HVAC o. 6 AL ENLARGED rMECH. ROOM DATE RMU PLAN 7 MAY 2001 DRAWN BY: .Fw SCALE: AS MEN nON DRAWING NO.: PRO PROJECT Na 2=12 ARCHITECTS BRO11N m UNo9UIST,INC YARh lyAIN JPoMt'NA TEE:SOB-392-2727 CONCRETE PAD 4° LARGER THAN FAX*BOB-382-ern CONDENSING UNITS (TYPICAL). 1' COND. DRAIN PIPING OUT WALL DOWN TO SPLASH BLOCK AT FIRE PROT, GRADE. PLUMBING _ MECHANICAL 1 r � r OCSOUSA �� ELECTRICAL O p I� WALL PENETRATIONS SHALL UL SLttYtp �A A J I _ AND CAULKED L WATERTIGHT (TYPICAL). CONSULTING60CU ENGINEERS 809 COUNTY TY STRUT DATMUTK MA 'fop, - ..-._..._.... ' FAX.006-990-7021 1EL'508-998 N3388 STRUCTURAL ..WAGE PENETRATION .- __. „_ _ __.. _ .__ _. _,...... .-_� ...,.._ _.._ _,. __....,. ......_ __,.. ... ....... _. _,.. .._.._ _ OOF11 ENGINEERS,INC. * _ .. __ y I i f SHALL BE SLEEVED E i __ P t223 YMIRNO ASR Po A\E. pI I AND CAULKED I I _., p TEE'401-724-1771 I I WATERTIGHT(TYPICAL) FAX 401-724-19$1 p I p p Gi NY ( p BAXiFR,NYE& eO . iF 508-42-9131 I _r._y FAk)@ 508-428-3750 o " _ -.4 ae_ -CONDE XTt DRAIN. .N@.J ' UP TO AHU-2. p RL RS 6 COND. P[PING i I SHALL RUN ABOVE GI�4� �^RL p 6 RS PIPING UP TO p ~ i EXISTING ROOF AHU-2.° I PLANKING OP CART I 0 p v STORAGE IN NEW p P p CRAWL PER TO ACEITYPI CONDENSATE DRAIN PIPING All pI 1I ' ARCHITBCTURALS POR ' t UP TO AMU-1, i pI O an f p I CRAWL SPACE DETAILS. I tl p p p f p RL 6 RS PIPING UP TO p i w IL .., -1 -,_ OF t3,�cy STAMP: EDWARo J. G� Ls c� H uO 9 � sT �� �`g�flfflCAt E��'� TITLE- Pl AN LOWER LEVEL •-- � MECHANICAL DATE: 7 MAY 2001 DRAWN BY JPW SCALE: AS MENTION DRAWING NO.: PRO ps PR0=T Na 2001112 Of ss —ARCHITECTS BR6W84 WN SST.INC EDWARD J. G T2727 0 CAL SKA PAK WO-362-9171 U Iy FIRE PROT. 0 PLUMBING MECHANICAL ELE-�- Ila USC`R RCO(ISTCR %1 GENERAL NOTES 'gsfoaa�!E ' 4 CLOn1.1NETY BNS UNIT HEATERS LtCTR10 SIZE STYLE NO SIZE STYLE TEL ASOB 98 33W UNIT MANUP. I p PAN I ALL DUCTWORK UNLESS DIMENSIONED 19 SHOWN •YMBOL AWNE'V PEOM T70N / PAX.506-99D-7021 NO. NO. CFM REMARKS A 6"x6" 4 t 8"x6" A54 K V P HP D 9 8" e 2 10'x6" A64 DIAGRAMATICALLY ONLY, EXACT LOCATION SHALL DE -- 3 1 x14" CRE500 DETERMINED 1N FIELD AFTER COORDINATING WITH OTHER f� DIA DIAMETER STRUC RA WORK. --.Tll�- 4 14 x10" 7110 G 2 FOR TYPICAL CONNECTIONS AT EQUIPMENT, SEE DETAIL RL REFRIGERANT LIQUID 122b N ERENCINW G AYE 6 18"xis° CRE600 DRAWINGS. -------- RS REFRIGERANT SUCTION RRORDENCE,Po SELECTION BASED ON QMARK. 6 6 6" CRE500 3 EXACT LOCATION OP ALL CEILING DIFFUSERS, REGISTERS. D DRAIN TEI:�Ot_724 1771 PROVIDE REMOTE T'STAT WITH EACH HEATER. AND GRILLES SHALL DC COORDINATED WITH LIGHTING FIXTURES. _q PIPE UP (ELBOW) FAX 401-M4-1981 ROPER TO REFLECTED CEILING PLAN. —4 PIPE DOWN (ELBOW) ELECTION BASED 4 POR DETAILS OF PLASHING AND VENTS THRU THERMOSTAT N TUTTLE S BAILEY ROOF REFER TO ARCHITECTURAL DRAWINGS. CIVIL 5 FOR LOCATION OF OPENINGS IN FLOORS REFER SUPPLY DIFFUSER SCHEDULE NO. ® RETURN REGISTER/GRILLE SCHEDULE NO. BA%il3)p EN IN TO STRUCTURAL AND ARCHITECTURAL DRAWINGS. t 2 MAIN W,INC. 6 AUTOMATIC VENTS VALVES ETC. THAT MUST DE ® EXHAUST REGISTER/ORCLLC SCHEDULE NO. �057FR STREET I S BASED SERVICED SHALL dE LOCATED IN ACCESSIBLE POSITIONS. ® SUPPLY AIR DUCT SECTION 6 BAILEY RETURN/EXHAUST AIR DUCT SECTION m-868-128-8731 R 'RC-- SERIES 7 CONCRETE DASE9 SHALL DE 4" MlN3MUM HEIGHT. LOCATION PAR:508-f28-3750 AND DIMENSIONS ARE APPROXIMATE. PROVIDE TO SUIT SUPPLY AIR STYLE 17 EQUIPMENT, ^-J— RETURN/EXHAUST AIR 0����` ! 8 HVAC CONTRACTOR SHALL PROVIDE REMOVABLE PANELS AT —� MD MOTORIZED DAMPER C NAUST f ANS LOCATIONS WHERE ACCESS TO VALVES, DAMPERS, VOLUME DAMPER UNIT MAN , DRIVE TIP MOTOR CONTROL 19 ETC. ARE REQUIRED. TYP, TYPICAL NO. NO. TYPE PEE SP CPM RPM ONE REMARKS STYLE 1 gTYL@ 9 FILLED WITH SEALANT POR AIR TIGHT HP V PH TYPE 8YST. 9DUCTWORK E JOINTS rIN INSTALLATIONS.SEAMS ACC AIR COOLED CONDENSER Er-1 Cap-9 -- 2750 0.2 100 1050 2.5 130W 115 1 19 F-2 Cap-9 10 H.V.A,C. CONTRACTOR SHALL COORDINATE ALL WORK WITH LIP, EXHAUST PAN 2730 0.2 100- 1060 2.6 730W 116 i - - PLUMBING AND ELECTRICAL CONTRACTORS. UH UNIT NEATER (CABINET OR HORIZONTAL) O.A.2 10 .. 20 O. OUTSIDE AIR rryyll�� 11 H.ND S CONTRACTOR SHALL INFORM O.C. AS 70 THE LOCATION CPM CUBIC FEET PER MINU", �l AND IZC OP ALL ACCESS PANELS. VCl VELOCITY � SELECTION BASED ON GREENHECK 9 11 12 ALL SUPPORT STEEL UNLESS SHOWN ON STRUCTURAL DRAWINGS E.A.T. ENTERING AIR TEMPERATURE 21 SHALL BE PROVIDED BY H.V.A.C. CONTRACTOR, L.A.T. LEAVING AIR TEMPERATURE 13 ALL DUCT ELBOWS SHALL Be LONG RADIUS (R•1.51, OR SQUARE 4 12 TYPE WITH DOUBLE THICKNESS TURNING VANES. E.D.B. ENTERING DRY BULB 14 TOTAL STATIC PRESSURE INDICATED IN THE SCHEDULES IS E.W.D. ENTERING WET BULB 22 BASED ON ENGINEERING ANALYSIS AND MAY NOT NECESSARILY L.D.B. LEAVING DRY DULD .09 5 13 MATCH ACTUAL INSTALLED CONDITIONS. THIS CONTRACTOR L.W.D. LEAVING WET DULD SHALL PROVIDE REQUIRED SHEEVES BELTS AND DRIVES TO MEET T.S.P. TOTAL STATIC PRESSURE AIR COOLED CONDCNSINA UNIT VOLUME FLOW CHARACTERISTICS SI�ECIPIED. E.S.P. EXTERNAL STATIC PRESSURE O Wl 23 — 16 PROVIDE 4" FLEXIBLE CONNECTION AT EACH DUCT CONNECTION P.D. PRESSURE DROP UNIT MANUP. ENT.NOMINAL REPRIG 6 �� 14 TO PAN OR AIR HANDLING UNIT. NO. NO. ER'JCC D.D. TONS NO./HP. OLT/PH. TRCUITa HP HORSCPOWCft g V V VOLTS 7 Ib 24 PH PHASE w y� SELECTION BASED ON TRANS. MANUP MANUPACTURER A.F.P. ABOVE PINISHED FLOOR '"J wj 9 16 25 U.D. UNDERCUT DOOR Em ® '"'� (l AIR N.T.S. NOT TO SCALE ONINA DCSION DATA H.V.A.C. HEATING,VBNTILATWG AND AIR COND UMM WINTER A.T.C. AUTOMATIC TEMP. CONTROL o y (NOT TO SCALE) DESIGN AREA OUTU I O.C. GENERAL CONTRACTOR �+ HNTRACTOR No YANN[ $6 4 7 CC. ELECTRICALOCONTRACTOR y 011. L AIR HANOLIN® UNITi EUH ELECTRIC UNIT HEATER FFF--y yyy P.D. FLOOR DRAIN UNIT MANUP. O7AL O.A. HEATING DATA COOLING COIL SUPPLY FAN POWER O REMARKS NO. NO. C.F.M. .P.M. EAT LAT CPH GAS MSH VENT T' S N jEj Nti HP RPMID WHEEL VOLT PH DOUBLE THICKNESS PRESS. TURNING VARIES -t 14 I '. 93 2"4 7 8 3. H1NGC to F-' 6 65.7 105.3 40 5" 2'4 7 6 97 55.2 15. 1 S E T O DAS ON T ANE. o NOTE !L• UNITS SHALL DC DIRECT VENT. NOTE 01: UNITS SHALL BE PROVIDED WITH A TRANE "A" FRAME COIL MODEL NO. TXCO30 DUCT GAGE PER SPLITTER DAMPER w SMACNA STANDARD MAT'L TO BE ONE GAGE 1/2" HEM -'-` HEAVIER THAN DUCT BRANCH DUCT PUSH ROD LOCKtNG SET SCREW V DUCT GAGC PER NOTE: PROVIDE SMACNA STANDARDS SPLITTER I ONLY ON SUPPLER STAMP.STAINLESS STEEL HOSE CLAMP TYMII?iL T!! FLEXIBLE DUCT 4' MAX. Ol1ax ammola 1(NOT TO SCALE) -- I ISEALANT ALL AROUND JOINT BRANCH DUCT TO ONE DIFFUSER OR GRILLE ONLY VOLUME CONTROL DAMPER DUCT GAGE PER 90 CONICAL CONN. NOTE: SMACNA STANDARDS TITLE: 1. CONNECTION ONLY TO DE USED POR BRANCH TO INGC LEGEND, SCHEIXJLES DETAILS ONE DIFFUSER OR GRILLE MAIN DUCT VAV BOX 2. ONLY USED DOWNSTREAM OF VAV BOX DATE: !NOT TO SCALE) BRANCH DUCT 7 MAY 20M 1/2" HEM SPUTTER DAMPG'R MAT TO DE ON GAGE DRAWN BY: USH ROD HEAVIER THAN DUCT LOCKING SET SCREW JPW �MIJ� Ol1QT pommma fAN a m SCALE: (NOT TO SCALEI AS MENTION DRAWING NO.: PRO PROTECT Na CC 2=12 SCREW SECURES EQUIPMENT TOAD ADJUSTMENT SOT ARCHITEC TS 074aOPH�%gffTTOMo PAD MAW INNER NeeppPRGNC BROWN&UNDOUIST,INC HOLE -OR BOLTING DUBHINp ADJUSTMENT DOLT 928 MAIN ST. YAPoIOIi TNPOR7,MA ��pE�Tpy�6�(Gc�q�pIN IFL 508-362-2727 OPPpSING APT[VG ccqP Sc POR :. OUTER STEEL W 8}IG IWQ117N9E Ap FAIL Boe-382-91'n pDR $O .j.APNO ATTA MVJNT OP -�A . SLEEVE A R- 8 NGO�RGNE GLCMCNTfi CL�IPyt'NT DETAIL A FIRE PROT. 'amm Doy,��gpA��IL,t�NND SEE DETAIL A ITYP.I MECHANIICAL "#b C! tOr� I ELECTRICAL 4 ` "9 DUCTILE HOLDERS GARa �7` .OUT§IDE NEOPRENE.ELEMENT TOP AND BOTTOM CONSULTING FNLNNERS BOO COUNTY STREET � O O DA7NW7H,MA <'. IEL:608-A98-3388 FAX:WO-990-7D21 NlppMIIDIE NM SHIM ® ELEMENT STRUCTURAL ODEH ENpNEERS,NC. DUCTILE HOUSING STEEL DISC 1223 MNERAL SPR%G AVE BRIDGE BEARING PAD PROMDUICE,R ELONGATED INNER BACK OP TEL W1-721-1T71 STEEL SLEEVE STEEL PANEL THIS VIEW SHOWN WITHOUT DOLTS 1/4°NON-BKSD NEOPRENE FAX;401-724-1981 AND STEEL WASHERS POR CLARITY ACOUSTICAL ISOLATION PAD LAYERED SUPER "W11 PADS RESTRAINED BR MOUNT PB BUSHING HO NEOPRENE BUSHING SLP SPRING MOUNT WITH STEEL SHIM CIVIL SPECIFICATION 1 SPECIFICATION 2 SPECIFICATION 3 SPECIFICATION 4 SPECIFICATION 5 BAXTER.NYE& &HOUA(REN,INC. $12 MAIN STREET OSTERAUF,MA It,;508-/28-9131 FAX:508-428-3750 TAPPED HOLE FOR ATTACHMENT VERTICAL LIMIT STOPS STEEL FRAME VERTICAL LIMIT STOPS CAPSCIREW TO ASTEN EQUIPMENT ® S ICI t ADJUSTMENT BOLT \ / S DOUDLE DeLLOW6 / qn NYLONI RGINPORpCD McOWIM! 1 1/4°THICK �R p NGOPReNG NYLONIAO ELEMENT S WITH TPHR PRpJCpLpETMI�DpNT � IN PPRW,B(ON / SNUBBING COLLAR ROD I90LATIi>N BUSHING P RIOTp 9E[BMIC tlD .. ...ADJDUOTTM,ENT ® UP ADJ WARO STOP LE HOUSING wi O e TIC LC I ONEOPRENE SPRING RINOU81!'G MIC D NOtf8IN9R / 0 RODP WITH O ATIONJJUB9[NO N O / DOUBLc BGI,{,OW9 N pp��/��+ SUpp an Ly NYLON RGINFORCGD ���111fff���iii)��rrr PRfCTION PAO �NGCT ON AlRN9 I yNyIUgHT DE CD NEOPRENE ELEMENT / ``�— ` LGV�VALVTC6 CD AI INSTALLl1�MUST BE DC INTERNAL NEOPRENE �GVELINO ALA pp yWy O FRICTION PAD �j,, '0, DGFORt:CONTACTINGg ,�j� RESILIENT BUSHING ACOV�TtCALE PAD LEVELING VALVE LEVELING VALVE y� SLR SPRING MOUNT SSLPH HOUSED SPRING MOUNT MT AIR SPRING MOUNT SLR AIR SPRING MOUNT 90N SPRING AND NEOPRENE HANGER I� SPECIFICATION 6 SPECIFICATION 7 SPECIFICATION 8 SPECIFICATION 9 SPECIFICATION 10 p ; Now I '4 �spQy � P EPORRMED ISOHEACH 6AUOE MIIF CHANNEL h ` STEEL FRAME O ® p O SCD ATTApHCD TO CEILING DECk CLGVIg CROSS M] CK $TEFL AN SRC ROD CLAMP BRACE N'pF�NOI1GR�N�1ElEtA4Tp1gN�F OR CHANNEL 1MISOLAT100N CtiU8MTN6D g q7 CH�� TO CEILING DECK ATTACHMENT - DeFLECTiON SCALE /REINSTEFORCEMENT ® ® DOLTS STAMP: f 88D[�ppAETTCCALLCcHrggD TO NCOPRCNC BPNO gLygNj= p g �E� CROSS-DOLT CUP WITH PROD INO AtRCRAFTECADIE L ROD WITH USHING f CROSS BOLT BOLT / IPe CLEVIS 1SR�EEISpMMIC UUPg STOP AND WITH NGOPRLBNgNWASHE� ROD CAN SWING BEFORE acppp ATTACHED TO T111.E. MBRATION CONTACTING RDStLIGNT BUSHING CLEVf8 CROSS BOLT U AND SEISMIC p CCD CROSS BRACE CC'b CROSS BRACE SHEET PC30N PRECOMPRESSED SCb SCBH AND SCbV CABLE RESTRAINTS SPRING AND NEOPRENE HANGER bSPD SEISMIC SOLID BRACE GATE: f FARE-APPROVAL NO, 0202 SRC SEISMIC ROD CLAMPS CCb CLEVIS CROSS GRACE SPECIFICATION 11 SPECIFICATION 12 SPECIFICATION 13 �`,4 �ECIFICATION 14 SPECIFICATION 15 7 MAY 2001 DRAWN BY: of 4S�9c rtNo. F M OFF SyR, `PW C.AFtI*OS y ASSCALE- ED`WARD i. fll AS MEN7ION t]eSOL7SA tUEL c!f GA:USKAEL CTRIC�A j . -4 `'o HV A,- DRAWING NO.: 41 3 CIA w No.`14207 PR0 QIST q 4 t " ~►s�rsr�a� �' ss/ t E / A.7 i PROJECT No. 200112 ARCH— =T BROMN 8 UNDQUMT.INC 9A MAIN ST. YARMOUDIpCMiT,MA CAP SCR!'W TFL.SM-362-7727 RCPLACL"ADLE OJS"THIC WITH STANDARD Z1223 BpUIPMINT ALL-DIRRCCCTIONAL DRIDO STpgDgRD T WASHER BOLTED C WELDED FAX:`506-362-9171 DASE ANCHOR O T UPPER BRACKET BEARING OUAL[tt NEOPRENE AND WASH STEEL CONCRETE FORM TO EQUIPMe T FIRE PROT. STEEL BUDHINo PLUMBING MECHANICAL A. ELECTRICAL SCieMIC ANCHOR - �.• / THRU-BOLT IINTERNALLY THREADED { OAROA, CONSULTING ENC917tERS ALL-DIRECTIONAL LOCKNUT rrII�I �" RR r 809 COUNTY STREET DRIDOU RENE RING BeI>iM1�L ANCHOR iTUD �. 11I A5M-996 3388 NE LW O AIROAP \ FAX 508-990-7021 `{I BUSHINGS CCpp STEEL S TRU C TURAL EXPANSION WEDGE i WEBT!'CI.SAME FRUCT RAL REINFORCEMeNT ODFiI DtGNFERS HL. Q EXPANSION WEDGE HE'IGHTKSAVING 1223MNOF pL�PoNG AMi. ® PULL TNROUGH DDRRAACG LG'TT6S HEIGHT SAVING M,1M-72ht771 LOWER BRACKET PULL THROUGH RESISTANT SHOULDER BRACKET FAX 101-724-1981 U�I pCR pL, TO STRUCTURE RESISTANT SHOULDER AHDB WABHERT RESTRAINING ANGLE SAXIER,NYE! 812=11iEET OSTERMl1E,MA Z1226 ALL DIRECTIONAL SEISMIC SNUBBER Z1011 ALL DIRECTIONAL SEISMIC SNUBBER SAS SEISMIC ANCHOR STUD SAD SEISMIC ANCHOR BOLT WI" WIDE FLANGe STCCL BASE TFL•508-428-9131 BMK CONCRETE FORM BASF' FAX 508-�28-3750 SPECIFICATION 16 SPECIFICATION 17 SPECIFICATION 18 SPECIFICATION 19 SPECIFICATION 20 SPECIFICATION 21 PRO Ila F wl BRACKETS WELDED so LOCD TOpP3PC SPRING SUPPORTED TO PIPE yy� TOP TUbE INTERLOCKED BAKED SOLIDRETENTIIONEL NRING CAPE ENAMEL DUCTILE IRON ANCHOR HEAVY GAUGE SHEET FLOATING PLANSeS VERTICAL SLIDING },. METAL"C"SECTION GUIDE r MOLDED[N / Igo M REINFORCING RING END PITTIN08 0AREPLATE STEEL / ,It FLANGES WITH 1S0 I.E.L ASA ORILES OR CARBON STEEL MALL NIPPLES 1 ` WITH NPT THREADS STEEL TUBING 1y� \ ` \ STEEL PTPC �w \ HEAVY DI�TY N �\ IMINIMUME1/2'THICK ) HGAVT OAUGG SHEET \\ ® VERTICAL RESTRAINT CMETAL"C"SECTION MAX.LOA ING4 N RENE ASOOR I. DStN pp CC L(MgtNPtMUI�t/2"THICP� � TYPE 321 STAINLESS STEELCROS WELDED TOMPtPE it yywl EACHBSIIDE OF ON NOSE AND BRAID O INTERIOR INTO AN" go jUULL�TI-LAYeRI!DDI POLYESTER ANCHOR WELDED INTO AN"X" F.WlKf l'N''ORCGMLFNT WtTH �G,AW qTY q�y PEROXIDE CUReD ePDM(Oupont 14C 4*1 NEOPRENE ISOLATION COVER,LIN AND CORD FR[ TIONING VSG VERTICAL SLIDING GUIDES RSC SEISMIC ROOFTOP CURB SPDeJ MOLDED EXPANSION JOINT BSS STAINLESS STEEL HOSE ADA ALL DIRECTIONAL ANCHOR SPECIFICATION 26 SPECIFICATION 22 SPeC11RCATtON 2$ SPECIFICATION 24 SPECIFICATION 25 STAMP: , EDWARD J" G� G LUSKA S? H V A C tJl 140.3563 SPLIT STEEL / 5018AT ON _- .:i STAILLCISB STEEL TON y � CC AAMMFFBe ^�S'� A i \Cs� TITLE.VIBRATION AND SEISMIC SHEET MtlWtTpp'L{�pyt��C��UGp.ENE "'y:.i'.- _"�b b jLAaLA y / «�.......... NL`OPRGNCTDUMINO } DATE: S OF ,y 7L.I�q��LpS L K liP THE DED CO MO Los PRt86ION NUT �-t" t ssq MINIl1UN1 C SPONGE IL:AID-CELL liP f '� `�y jH OF&14 7 MAY 2001 R IICOPR ���� �� � � � DRAWN BY: ♦ SOLiSA MABUEL JPW SWS ACOUSTICAL WALL CEILING WJ HORIZONTAL THRUST RESTRAINTS 4 c,S LEC'1RIC -'H OR FLOOR SEAL USED IN PAIRS SPECIFICATION 27 SPECIFICATION 28 o No.4 Od U N0.24207 H AS MENTION 9FU`J'STE�"0 �y��`� DRAWING Na. A \S v�f PRE Aw PROAW Na 2=12 ARCHITECTS BR1MN h UNDOUIST,UM; 926 MAIN St YARMOUTHPORT,MA TELL W8-W2-2727 FAX:W5-M2-9171 FIRE PROT. IQLND C.P. ESCUTCH PLUMBING A8 REQ'D • IN. FLOOR FIN. SLAY MECHANICAL SYMBOL ADDROV DCSCRIPTION exposeD AREAS �„ pI TRI .A GIRgA.GAU/SKA, HIE NEW NEW WORK (DARK) CONSULBNC ENCINNERS EX EXISTING WORK (LIGHT) WOO COUNTY STREET S/W SOIL/WASTE ABV. GRADE DAIMWIH,MA S/W SOIL/WASTE UNDERGROUND �'508-996-3388 iAX:506-990-7021 -------- V VENT ADV. GRADE V VENT UNDERGROUND .. -- RL RAIN LEADER ADV. GRADE GALV, SCHED 40 GALV. SCHED 40 STRUCTURAL _= RL RAIN LEADER UNDERGROUND 9TL 9LEEVE ITYP.) STL. SLEEVE ITYP,) aDET1 FNGMEFRS INC. 1223 MINERAL SPRMO AYE. CW GOLD WATER RESILIENT CAULK ITYRI RESILIENT CAULK ITYP� - ����.RI HW HOT WATER TEL 401ENCIE RI71 --- HWR HOT WATER RETURN THRU CONIC, FLOORS THRU SLAB ON GRADE FAX: 401E724-1961 O- G FUEL GAS PIPING N.T.S. N.T.S. DP,DN PIPE DROP OR DOWN UP PIPE RISE OR UP ^�.,� SLEEVE THRU GYPSUM CIVIL ---�-- TEE LOOKING DOWN "1.,� WALLBOARD TO Be "TAPED" Q BAXTER,NYE OR CAP ON END OF PIPE �" \\1 A HOUIGREN•INC. "MUDDED" - SEE NOTE t9 612 MAIN STREET ❑ 1®�D FLOOR DRAIN, ROOF DRAIN, AREA DRAIN FOUNDATION WALL CHROME PLATED OSTERYIUP,MA CO CLEANOUT OIL 508E428-9111 FILL ANNULAR SPACE ESCUTCHEON IN SCHED. 40 GALV. STEEL FAX 508-425-3750 POO FLOOR UT O—I DCO DANDY CLEANOUT W/ THIOKOL OR SIMILAR EXPOSED AREAS PIPE SLEEVE, CUT PLUSH 0 RESILIENT COMPOUND - E PG/TO PRESSURREE GAGAGE/TEMPERATURE GAGE BELOW GRADE INSULATED PLUMBING ON BOTH SIDES OF PARTITION SAQ SHOCK ABSORBER SERVICE PIPE LINE SHOWN. DETAIL ----�VI- BALANCING VALVE SIMILAR FOR NON- , DV BALL VALVE *ANCHORING ji. TILE IRON SLEEVE WITH INSULATED PIPING. PLUMBING SUD TO PILL I`J CV CHECK VALVE FLANGES - SIZE ANNULAR SPACE w/RESILIENT flA9 COCK WEEN SLEEVCSLEEVE TO ID6 PIPE ACE SLEEVE THRU MASONRY U.L,11" FIRE CAULKING -DU--- GV GATE VALVE AT ALL POURED ipeSLA TO DE MORTARED COMPOUND. MATCH RATINGt*1 SCV 9UPERVI9ED CONTROL VALVE LS !� FLOORS. SEE NOTE 13 WHEN PENETRATING PIREWALLS. PO PRV PRESSURE REDUCING VALVE ®• VOV VALVE ON VERTICAL — T P-TRAP 2, U S&W STOP & WASTE VALVE 9tLOW ARADC THRU PARTITIONS 6 WALLSPLOW IN OF E F HB/WH HOSE DIBB/WALLION HYDRANT ROW TYPICAL SLEEVE CONDITION DPTAILS EX EXISTING N.T.S. e CONNECT TO EXISTING : TYP. TYPICAL CL4Tt1. ALL PIPING PENETRATING ALL PARTITIONS, WHETHER FIRE OR SMOKE AC CONCEALED wl ABOVE CEILING RATED OR NOT, CONCEALED OR EXPOSED, SHALL DE SLEEVED AS DETAILED. m ACV CONCEALED ABOVE CEILING BELOW ITV INVERT ELEVATION 2.WHERE CONC. WALLS, SLABS, ETC., ARE CORE DRILLED, INSTALL SLEEVE VTR VENT THRU ROOF PLUSH WITH BOTH SIDES, CAULKED & LEADED IN PLACE. AP ACCESS PANEL 3,REFER TO DIVISION 4 6, 9 FOR PROCEDURES d METHODS OF PATCHING AROUND SLEEVES AT APP ABOVE FINISHED FLOOR GYPSUM,PLASTER A MASONRY. REFER TO SPECS FOR DELINEATION OP RESPONSIBILITY APO ABOVE FINISHED GRADE 4.SLEEVES SHALL DE SIZED TO PROVIDE MIN. 1" CLEARANCE BETWEEN PIPE O.D. 6 SLEEVE I.D. O (j PG FINISHED GRADE N a Cl CAST IRON .44 P6I FURNISH AND INSTALL Q PC PLUMBING CONTRACTOR PPC FIRE PROTECTION CONTRACTOR GC GENERAL CONTRACTOR HANGPROMER ROD STRUCTUREPORTEp _`• HVAC NEAT,VENT 6 AIR COND. CONTRACTOR � � ~ HEAVY-DUTY LOCKING NUTITYP.) O 0 GENERAL NOTES CLEVIS HANGER SUPPORT NUTITYP.) Wj 1. THE PLUMBING DRAWINGS ARE DIAGRAMMATIC AND ARE TO Be USED FOR THE PIDERGLASS m E PURPOSE OF ESTABLISHING GENERAL LOCATIONS OF PIPING RUNS, SIZES OF INSULATION PIPING, AND QUANTITIES OF PIXTURES AND EQUIPMENT TO Be FURNISHED PIPE O HEREIN. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS FOR EXACT m LOCATIONS OF ALL PLUMBING FIXTURES, AND EOUIPMENT, INCLUDING FLOOR DRAINS,AND MOUNTING HEIGHTS, IN THE EVENT OF CONFLICT OR IF DIMENSIONS ARE NOT SHOWN, OBTAIN FIELD DIRECTIVE FROM THE ARCHITECT m AS TO THE LOCATIONS OF ALL VISIBLE EQUIPMENT, PAY PARTICULAR CARE --GALVANIZED INSULATION TO COORDINATE WITH THE ARCHITECTS FIELD REPRESENTATIVE ALL FLOOR SHIELD - 12" LONG DRAIN AND FLOOR CLEANOUT LOCATIONS. 2. ALL PIPING SHOWN ON THIS PLAN SHALL DE RUN CONCEALED ABOVE TYPICAL PIPE HANGER DETAIL V SUSPENDED CEILINGS, IN CHASES, OR IN PARTITIONS UNLESS SPECIFICALLY N.T.S. NOTED OTHERWISE, THIS DETAIL INDICATES HANGING OF INSULATED PIPING WHICH MAY DE EITHER WATER OR STORM DRAIN. CLEVIS HANGER STAMP: S. EXISTING CONDITIONS INDICATING PIPING AND EQUIPMENT LOCATIONS ARE DETAIL APPLIES TO ALL PLUMBING PIPING ON THIS PROJECT, TAKEN FROM ENGINEERING FIELD NOTES AND DRAWINGS OF THE ORIGINAL BUILDING CONSTRUCTION ARE TO Be CONSIDERED APROXIMATE ONLY. FIELD VERIFY POINTS OP CONNECTIONS OP NEW TO EXISTING BEFORE INSTALLING ANY PIPE OR EQUIPMENT, BRING ANY DISCREPANCY TO THE {� ATTENTION OF THE ARCHITECT. PIPE SIZE TO FIXTURE..q SCHEDULE 4. INSTALL ALL NEW VALVES SO AS TO DE EASILY ACCESSIBLE AND OPERABLE. P. NO. FIXTURE S/W VENT CW HW REMARKS P-1 WATER CLOSET (ACCESSIBLE) D" 2" 1/2" FLOOR MOUNTED ONE PIECE nn' TANK TYPE P-2 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" WALL HUNG P-9 ST/ST DAR SINK 2" 2" 1/2" V2" P-4 MOP SINK j" 2" 1/2" 1/2" `jH Us DATE: P-S 9ERV[CE SINK D" 2" 1/2" 1/2" ��,P S9�y 7 MAY 2001 MANUEL Gn DRAWN BY: s. �4 GARCIA --4 JPW No.2.4207 gam- ,op 9�V'IST �4 , AS MENTION ,Oslo DRAIMNG NO.: PRO PROJECT No. 2=12 ARCHITECTS eFroma a UNDOBST,INC 926 MAIN ST. YARMOU,HPORL MA VEL!5OB-362-2727 FAX:508-362-9171 FIE PROT PLUMBING, I" # MECHANICAL _ ELECTRICAL— _,. f RD cAw cA:nAsXA ON ENCINNERS 6os cAMOcAINTY sTRM7 DUTH,MA E[ � l FAX 508-990-7021 "'�",Y�. ._..,., ..._..............1 3/4"W.H. I PI �3II STRUCTURAL 3/4" CW DP C. I = I OPF11 IN °�a� P s- -`" .�... .......... .r�.._..._.....�..........,,.__..�.�_a..._... .....,._... -.iy�. .,__...,.........,,,� 9 1223 NNFRNNIO AVE. PROUD FC'EE III FA -7 1 1 96W A I P FAX'101-724-1861 I CIVIL BAXIIEK NYE k y &HOLNGREN.INC. r i 812 MAIN STREET OSTERVIUF MA I TEL 50-28-8131 rAx:SO5-4ze-m5Q wl � CuRf l�t.�rk d i I I 1/2" H&CW DP REI& 3" W, 2'N. w� 2.11 SS DN �_ I •,;., r , 77� 9 11 Ey�1 3" VTR 3/4°CW DP 40 CPH f �j F�• 3/4"HW DP I 4 $ 1 s � ® O rD 1 40,oA 0Z P' CW DN G DOWN 1 I 1 it F I I lL .,.. L/ C 3 � I 1 IY nv W 6'y Or I I , STAMFI 414i1 w.H, ,c 4 Pf 9 a 1 f 41 PLUMBING FLOOR PLAN DATE 7 MAY 2001 OF DRAW BY. '` IeiRl�T I■L R PLAN•PLUMatme �° MANIJ L G Ipw R ; SCALE. CIA No.v 420 H AS MENTION 242W 9�GlSTEpYO DRANANG NO.: ��Fss�or� P80 pml „_,._.,,_ ....... ,._,. _._._ _... .v.,_.___._.. _, ..__ _.... _,_...........__._,.,_ ._..._.,. PM9TE RPD TEL 308-W2-2727 FAK SO8-W2-9t71 FIRE PROT, PLUMBING MECHANICAL y ELECTRICAL � i c s 9 ... I T 4, { , r FAIMCK)TH,MA X:W9 COUNTY STREET 336E %:508-990 21 STRUCTURAL I I III E OM ENGINEER' INC. 221 1 MINERAL SE.RI AVE. �NDUENCE, tl TEL: 40 F 1-724-1981 _ . w. M s I CIVIL BAXTER.NYE& _.. I & INC. 77 $12 MAIN AIN STREET OSTERALLE,MA TEL,508-428—131 FAX:508-423-3750 3 BOA.UP pp vCMT UP ,..,.,, _...J �....._ _....... ........ �4M W&T v up f.W UP i_2- i Fy cu - <;0 7 } 1 t12 GALS UPp�p��� ) '.."'.”'3"W&T Wi 211W&V UP I wl 1 - _ 111151 1�1 t- { i , Ilpd ~ 2' PROVIOE OPENING T EXISTING PRECAST 9 I f N,NUV i ! CONCRETE PLANK. ...._.._...,__�..e f...._....,...w.., .....�................ L, .f .,-- TYPICAL M1! r _1 tr, EXIST. 3" SEWER I Ir1 TO SEPTIC SYS, 0 EXIST. WATER \ L `- 311W UP SVC & METER ,y ,,ay-ryt.t. •' 60) M SAS TING 6 METER NOTE- STAMP: # RUN ALL HORIZONTAL PIPING IN CRAWL SPACE BETWEEN PRO SHOP FLOOR & PRECAST CONCRETE ROOF OF CART STORAGE. REFER TO ARCH. DRAWINGS FOR DETAILS, TITLE, DATE `�N Of h14S,S 7 MAY 2001 MDUALPMU B pam"mN IL dawND I1111LbAR �uwtua o��� gcyG ORAVM BY MANUEL � B. JPW v GARGA v� No.24207 ALE' AS MENTION �p 9FG3'ISTEP�� c``�� FFSS ENG�� oRAvnNc NO.: PRO 1 -2 PROIEC)No. SYMBOL LIST POWER 200112 FIRE ALARM SYSTEM 120/203 VOLT, 5 PHASE, 4 WIRE PANELBOARD. AR0IRECTS LIGHTING FIXTURES RECEPTACLESLMouNTeD I6• Arr. To El MANUAL PULL STATION - MTD 48• AFP TO CENTERLINE MECHANICAL EQUIPMENT n9ll�wxoRSi9t E,- U.N.0.1 �.9s99zan S AUDIO/VISUAL SIGNAL - MTD 8011 APP TO CENTERLINe AI So695b9 n El FLUORESCENT LIGHT FIXTURE. a SHALL ALSO MEET ADA REQUIREMENTS 13 0 JUNCTION BOX - SIZE AS REQUIRED. C T 42"A.P.F. OR T DUPLEX OUTLET; "C" INDICATES MID. • RRE PROT. 42"A. P. OR ABOVE COUNTER. ® CEILING MOUNTED PHOTOeLECTRONIC SMOKE DETECTOR 01_ JUNCTION BOX - WITH FLEXIBLE CONNECTION TO EQUIPMENT. PLUMBMG FIXTURE PROVIDED WITH EMERGENCY POWER C NECHAW 20AMP, 120VOLT DOUBLE DUPLEX OUTLET. AL AR AR DENOTES CONNECTION TO ALARM RELAY OVERRIDE. •C• INDICATES MTD. 42" A.F.P. OR ABOVe COUNTER. HEAT DETECTOR® ELECTWCAL 2 MOTOR - NUMERAL INDICATES HORSEPOWER EXIT SIGN GPC WP 20AMP, 120VOLT DUPLEX - GROUND FAULT INTERRUPTER THERMAL DETECTOR - 1561' FIXED TEMPERTURE AND w"fiam TYPE MID. 42" UP OR ABOVE COUNTER, "OUP" INDICATES OPCI 35P 606MRATE OF RISE. HEAVY DUTY awatu omm Q INCANDESCENT FLUORESCENT OR H.I.O. LIGHT FIXTURE. WITH WEATHER PROOF COVER MTD. 18" UP. ❑'SR ) "3R• INDICATES NEMA 5R 63M THERMAL DETECTOR - 200F FIXED TEMPERATURE FUSED DISCONNECT SWITCH ,p OOP DUCT TYPE SMOKE DETECTOR WITH SAMPLING TUBE. �.95R ) ENCLOSURE FOR EXTERIOR µ5W99 o-� Q WALL MOUNTED FIXTURE ® SPECIAL PURPOSE OUTLET - RATING AS INDICATED ON DRAWING. FUSED DISCONNECT SWITCH ) S EQUIPMENT x( REMOTE ALARM INDICATOR a 20—INDICATES TIME DELAY FUSE SIZE. STRUCTURAL Al-2 FIXTURE KEYING SYSTEM f RANGE RECEPTACLE - SO AMP, 2 POLE, 240 VOLT. A® FIRE ALARM CONTROL PANEL LJ "—INDICATES SAFETY SWITCH SIZE ��� Al FIXTURE TYPE ® �m�SMAC 32• CIRCUIT • MAGNETIC MOTOR STARTER. =FOM010.a 320 b• SWITCH CONTROL i 20AMP, 120VOLT DUPLEX OUTLET CONNECTED TO NORMAL/ RED FIRE ALARM BEACON ` TEL 4m_724-1771 T EMERGENCY CIRCUIT. CONTROL MODULE Lzj—lal(`) COMBINATION FUSED DISCONNECT AND MOTOR STARTER FM 4D4724-1981 ® MONITOR MODULE S, OR HORSEPOWER RATED THERMAL SWITCH WITH PILOT LIGHT CML SWITCH MTD 48" APP - U.N.O.) TECHNOLOGY STRODE ONLY LIGHT ELECTRIC BASEBOARD HEATER F61 BY HVAC WIRED E.0 8!ZWSTW S SINGLE POLE SWITCH. Q DATA OUTLET- SINGLE GANG FACE PLATE AND %lWfi11:PM 4-90. X 2 1/2•DP J. BOX. MOUNTING DESIGNATIONS: gW94M41t "C••ABOVE COUNTER, "UC••UNDeR COUNTER, "F"•FLOOR _ ♦ Fnc SM434750 93 THREE-WAY SWITCH. MOUNT, 40-INCHES ABOVE FINISH FLOOR. MOUNTING F/`a+�!)--1i�') EXHAUST PAN - P 6 I BY HVAC, WIRED BY G.C. HEIGHT AT I$- A.R.F. UNLESS OTHERWISE NOTED. E.C. SHALL PEOVIDE 1"C. WITH PULL LINE TO Sp SINGLE POLE SWITCH AND PILOT LIGHT. ACCESSIBLE CeLING SPACE. WIRING AND JACKS BY I.T. SUBCONTRACTOR. El MOTORIZED DAMPER -S,/ POUR-WAY SWITCH. SINGLE VOICE OUTLET AS DESIGNATED- SINGLE GANG SO DIMMER SWITCH ROTARY TYPE - 1500 WATTS U.N.O. FACE PLATE AND 4•SQ.X2 1/2•DPJ. BOX. MOUNTING DESIGNATIONS: "I"-FLOOR MOUNT, "G"•ABOVe COUNTER, "UC"-UNoeR COUNTER,"r•••INCHeS ABOVE FINISH FLOOR. FOR VOICE OUTLETS MOUNTED AT 48"A F.F. MOUNTING EMERGENCY BATTERY WIRE AND RACEWAYS HEIGHT AT 189 A.F.F. UNLESS OTHERWISE NOTED. UNIT LOAD CALCS G.C. SHALL PROVIDE i•C. WITH PULL LINE TO ACCESSIBLE GEEING SPACE. Ion NO.WIRING1AND RACEWAY - NO. N DIAGONAL LINES INDICATES WIRING AND JACKS BY I.T. SUBCONTRACTOR. EBU LOAD CONNECTED eBU F MASS NO. •12 AWG. ABSENCE S LINES INDICATES 2 T INCLUDED - TYPE p LOAD CAPACITY UNLESS NOTED OTHERWISE, GROUND WIRE IS NOT INCLUDED IN COUNT. VOICE/DATA OUTLET AS DESIGNATED- SINGLE GANG FACE HOMERUN TO PANEL - NO. OF ARROWS INDICATES NO. OF PLATE AND 4"90. X 2 1/2.OP J. BOX. MOUNTING E5U-1 6912W 6.24W 192W 30OW 20 AMP/1 POLE CIRCUITS TO PANEL - UNLESS NOTED DESIGNATIONS: NTER,OOR MOUNT, "C••ABOVE COUNTER, O OTHERWISE. MOON MOUNTING COUNTER, •t•"•IN A.P.P. 0 ABOVE FINISH FLOOR. MOUNTING HEIGHT AT 18" .F. UNLESS OTHERWISE NOTED, a EMERGENCY ONLY WIRING - MIN 2i10 AWG HOMERUN TO EMERG. E C SHALL PEOVIDE 1•C. WITH PULL LINE TO y E ACCESSIBLE CELING SPACE.BATTERY IN SEPARATE 3/4• CONDUIT (OR MC CABLE! WIRING AND JACKS BY I.T. SUBCONTRACTOR. V -.NE NORMAL EMERGENCY WIRING - MIN. 2010 AWG TO RUN IN 0 s9/q SEPARATE 3/4• CONDUIT. FIRE ALARM WIRING - '4F"SOLID INDICATES 4 014 THHN SOLID IN �IJ� W+" MIN. SIZE CONDUIT. MISCELLANEOUS CABLE TV OUTLET - 1 GANG BOX WITH "F" CONNECTOR AND RG-6 (QUAOSHIELD) O I•lr ABBREVIATIONS ® COAXIAL CABLE HOMERUN FROM EACH OUTLET BACK TO TV JS AT TELEPHONE LIGHTING FIXTURE SCHEDULE BOARD. ALL FURNISHED AND INSTALLED BY E.C. ON F A.F.F. ABOVE FINISHED FLOOR O SOLENOID VALVE ALL FIXTURES SHALL Be FURNISHED COMPLETE WITH ALL HARDWARE, Z ARCH. ARCHITECT LAMPS, HANGERS, FITTING, ETC., FOR A COMPLETE AND PROPER INSTALLATION. O Q 4 ENTRY KEY PAD A.T.G. AUTO-TEMP CONTROL CONTRACTOR TYPE MANUFACTURER CATALOG NO. MTG. VOLTAGE LAMPS C. CENTERLINE ® eLEC DOOR STRIKE No. WATTAGE TYPE REMARKS PS4 LITHONIA S5240 S 120 2 32 P32T8 [� CLG. CEILING RC1 COOPER HD6-660-C-W R 120 1 60 PAR38 O E.C. ELECTRICAL CONTRACTOR SLt HUBBEL RCC8S_A-SA - P 203 1 260 M66 P61 FURNISHED AND INSTALLED T1 CAPRI LIGHTING jDXN-1-R 16 TRAGIC 120/12 1 80 MR16 PROVIDE W/2 CIRCUIT TRACK W/2 NtUTRALS P.P.C. FIRE PROTECTION CONTRACTOR EMERGY LITE UNIV. 120O.C. GENERAL CONTRACTOR p EMERGY LITE 2 S 12 1 e HALOGEN HVAC. HEATING, VENTILATION, AND AIR EMERGY LITE 2D S 12 2 g HALOGEN CONDITIONING CONTRACTOREMERGY LITE 500-2 W 120 2 8 HALOGEN PROVIDE SHELF P.C. PLUMBING CONTRACTOR STAMP: M.H. MOUNTING HEIGHT W.P. WEATHER PROOF U.N.O. UNLESS NOTED OTHERWISE LIGHTING FIXTURE GENERAL NOTES LT. INFORMATION TECHNOLOGY 1 - ALL FLUORESCENT AND COMPACT FLUORESCENT BALLASTS SHALL Be OP THE ELECTRONIC TYPE. ALL BALLASTS SHALL Be OF THE ENERGY SAVINGS AND HIGH POWER FACTOR TYPE AND SHALL HAVE A BALLAST FACTOR GREATER THAN .97. 2 - FURNISH FIXTURES WITH ALL REQUIRED MOUNTING HARDWARE. WHERE RECESSED LIGHTING FIXTURES ARE TO TITLE. BE INSTALLED IN PLASTER, ACOUSTIC TILE OR GYPSUM BOARD, PLASTER FRAMES, FINISH TRIM, FITTINGS AND SYMBOL LIST& SUPPORTS SHALL Be FURNISHED AND INSTALLED TO MEET THE ARCHITECTURAL AND STRUCTURAL CONDITIONS AT EACH LOCATION. RXTURE SCHEDULE 5 - ALL LIGHTING FIXTURES SHALL BE PROVIDED WITH THE REQUIRED LAMPS AND SHALL Bt RATED 120-VOLTS UNLESS OTHERWISE NOTED. LAMPS SHALL BE SP55 (5600K) UNLESS OTHERWISE NOTED. DATE- 4 - SINGLE OR DOUBLE FACE AS REQUIRED, REFER TO FLOOR PLANS. MOUNT ON CEILING. 7 MAY 2001 6 - REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL LIGHTING FIXTURES. DRAWN BY: ►��a►�eee�.t 1Pw 6 - PROVIDE THE REQUIRED CORNERS, EXTENSIONS AND END CAPS FOR A CONTINUOUS WALL TO WALL INSTALLATION. VERIFY DIMENSIONS AND LENGTHS IN THE FIELD BEFORE FABRICATION. COORDINATE LAYOUT WITH ARCHITECT. `NS or- Mgs��n SCALE: CARL�S `� AS MENTION G. • OUSA DRAWm NO.: r. CTRI L y ► o.41 PIRO 1 1 N Al ►'I�7r� PROJECT No. 200112 AFDMCTS Wm i Lmm.K 9A wW ST. tAMMMOr.RA M SD&"171 RRE PROT. PLUMBW NECHNSCAL --- ELE{TRICA I- t aastanS9on66 ' 609 WIW9 SORT a DOWKw , 'A506WF3YN � 7 Oz a ; I i STRIICRJRAL 009191®HRS.W. 1713 m*W 4'%ME _ lfl:WI71417/1 FAF1017241991 CmL � RC RCI FS4F9 NO4b 0 � e9,0zH1 NiTEi FS4 4b CDU-1 4b RC1 on�� J RC7 T RC1 0 osteMul.w 0. NL 04b - .fr12�v r�i.wsAzi37so � r r LP1-10,12 EBU-1�E. 1 FS4==j 1 g T1 T1 s VP, J .S. �' '` RC1 RC1 RC7 ,., _.WP i a 30 9 E FS4 90 a Ob So L RC7 ftlb��ph @l ! 1 2!t1 EDU-1 Ja Ti Tt k 1 mt O O� F94 FS4 j • ii. firs _�•^--�-�°. RC131 RC(i� RCt 04b T7 qb Ti 04b E NL RC7 "FS4 3 t3 iJ V LP1-S ~ 1 `�.1'S4 3 ML T7 RC1 71 RCO NL ' +-" _ RC1 qb 4b J!1 CA O f S. O4b 101,120 ( P, J EBU-t - 0 O s�� S 8 Ti ~ T1 EDU-1 E 1LI OWl EBU-1 LP7-1 1 RCtO It 04. RCtO ? O ~ r F$4 FS4 PS4 FS4 FS4 F'S4 1 « 40 T1 ® Ti 40 $ Ely , %d p LIGHTING NOTES e p y T7 Ti 1 1. INSTALL ALL LIGHTING FIXTURES IN ACCORDANCE n.77 7 1 1 t 7 t RCt RCt RC7 ":..,--------<---T WITH ARCHITECTS REFLECTED CEILING PLANS. �1 04. 040 LPi-6,S 04. 2 ALL BRANCH CIRCUIT CONDUCTORS SHALL � y� { DE TYPE MC SSX CONDUCTIVITY, COPPER O Fr Tt Tt MINIMUM ♦12 AWG SIZE, THWN/THHN INSULATION, is FS4 FS4 P94 FS4 FS4 - >=94 600 VOLTS RATED UNLESS OTHERWISE NOTED. m I LPi-6,11. F= 1= 6j!Sk - OS11h d� J. WIRING IS SHOWN ON DRAWINGS ONLY FOR lz RC7 RC1 SPECIFIC ROUTES OR SPECIAL CONDITIONS. r—°--' S•'7f 1, :) 4. WIRING AND CONDUIT SHALL BE REQUIRED t Sc LP1_ - Sc - BE ALL FIXTURES INDICATED WITH CIRCUIT 1 1 Ul" - 1 7 i RCLPJ-2 VIA (t� RC1 EDUt RCt n NVMBERS AND PANEL DESIGNATIONSU . V T.O.CONTROL - I - LP1-q T4a 04oae i 04. ¢l t S. ALTHOUGH ALL BRANCH CIRCUIT WIRE AND _—._J L�-<--.., e� �'••'d —. J-. ..•—.a•—_ LL - ..)Itltlt 1 CRCUE[T WIRING SYSTEMT DE CIN TAL eD BRANCH STAMP: p INTENT OF 2 - _. .- 6. ALL CIRCUIT BREAKERS SERVING CLASSROOMS 51.7 ;�St3.7�E� SLI �-i SHALL BE PROVIDED W! TIME CLOCK CONTROL I �J i THROUGH THE LIGHTING CONTROL SYSTEMS. mm _ 1 ..-e.-� M�•� M „.. „•„<, ��<y J 7. REFER TO DWG A-3 DETAIL 3 POR ADDITIONAL - ,s .":"'....".�.�."°. ,!-'""._," ".•d-m'J•�"`".._...,....."__'.` ,°."' `."._.„`.s.•'"`...,"<`.»"".:a.."�,. '."��;r j,..�W. a..�.�saltl."`. SITE LIGHTING. INSTALL 2 NEW SLt FIXTURES CONNECT TO NEW TIME CLOCK W/PHOTOCELL OVERRIDE. CONNECT TO BASEMENT EXISTING s pep+, POWER PANEL. DATE: 7 MAY 2001 �p XAAAA4 DRAWN BY: • �' CARLOS �y ♦ SCALE: AS MENTION D SOUSA �' ► EL CTRICAL 4 j DRAWING NO.: .41 3 PRO Q1 l 1 - PROJECT W. 200112 ARCHITECTS 911M611Um'K 9m WNST. M-Swmarm FAX�ZW-9177 FIRE MT. PLUMBw MECHAWAI E R'MCAL wmkGkm SOE9M81 609W9R1Sow M rAMM RA FA;.wo-990-70 — c { - e. �1��,�_m STRUCTURAL (} BwE9M 91C 2 _. _ {I 1z+1�xsPxxcul SffSdd JjjJ GENERAL NOTES ncosK�w tl �.. t TEL a1.n�1n, / ly 1. ALL BRANCH CIRCUIT CONDUCTORS SHALL FM pbl241%1 r •j ----- `--- =-z --• I - --- "' .` , Be TYPE MC 98% CONDUCTIVITY, COPPER l of 10 ©I. H{{ i 3 a MINIMUM #12 AWO SIZE THWN/THHN -I' 0 £' 1 INSULATION, 600 VOLTS RATED UNLESS ;. s OTHERWISE NOTED. Mum,xis 3R 30 3R. 30 PPt-21 14 ,? `` i' e+ i1r 15l2 90/2 i{ 18 q $ 2. COORDINATE EXACT LOCATION OF ALL DEVICES Bt�'ul.w1 PPi-27 PPi-29 WP _ 1 c a AND EQUIPMENT W/ARCHITECT PRIOR TO T�501d38131 i # 1 E a INSTALLATION. 5pb�y3l.,p 3f12& ♦12G 3#108 1/100 � - 3. WIRING IS SHOWN ON DRAWINGS ONLY FOR 3/4"C. 3/4"C. t..��. { I _ 4 '�• SPECIFIC ROUTES OR SPECIAL CONDITIONS. ` 4. WIRING AND CONDUIT SHALL BE REQUIRED i a ,pPt_33 BETWEEN ALL OUTLETS INDICATED WITH CIRCUIT q PPI-26 �_. {,{;; NUMBERS AND PANEL DESIGNATIONS. 18 v :; t 8 CIRCUIT WIRE AND ® " 1 `r { 6 CONDUIT DOCUMENALTHOUGH ALLBTS RANCH TTHATIA THE OFTHESE BRANCH 1 \ \ P - iE7P CIRCUIT WIRING SYSTEM Be INSTALLED. O y� I i 6. CONNECT el' td2 TO LIGHT SWITCH IN MEWS tIt AND LADIES ROOM RESPECTIVELY JE 2 Y i '1 11f Ii 3 , 1 °' / C. .. 18 S t •1 PPl-tY-1 1 WDATA 6 I I L See NOTE �' . PPTYPICAL bb0/4CPOWERb � PPi-tt { HC1F10a ►100 - F PPr14 } 4"PI-173/ C: - PP1-18 PP1-28 20125 112G i .:.. - 0/1 W GLASS BREAK �f9 € 30 DETECTOR TYP. 1It // i SECURITY PANEL�PANEL PP7�/ H. .� 16 PPI-1 1# E F. S DANK LP1J s - a.� ,s` �. j,�--==--'..� 1 �..,.t.,a�.. •'a --s---`--s-—-e F t4 PC a 13 p 'l PPI-3 PP17,9 PPi-32 r PPi-1 412a t12 ac4 ! ' 13 7 S $ t ( 1 t p V c } i C CONNECT TO � STAMP: OAS IGMITOR SECURITY KEYPA1i�' ' �` ' t _.i-.._....-L-_..J TYP. 2 t 6 `. PPI-IJ ' -4 3 ' S 22.,CJ 13 .. ., 1 TITLE: wp7 DATE- 7 MAY 2001 t le ►pppp4• �1 DRAWN BY: Ipw OF CARSLALF T CIS t AS MENTION 1ST\ FLOOR POWER PLAN 3 r 1 De IlA DRAwiNG No.: CAL E_3 .CAL VS' f-0- 9 �N 41 PRO F � PROJECT No. 200112 ARCHITECTS sn &M*V.K %%wlSt. to gmawa FA NS-362-l121 FIRE PROT. PLLMBING MECHANICAL ELECTRICAL PANEL I PANEL GNi'`fiq 'PP1' LP1 d95m mISUR6 tubs TO OTHER DEVICES 9tJ/08 �6 fELRUN VA 2 t/2• C. ra: leasD 2014 PER SET OF FA sa0.]U21 DOORS (TYPICAL) 1ST FLOOR g 1. SYSTEM SHALL DE ONIN49 SADIE TYPE DROPERVICE STRUCTURAL ---, PROVIDE CUSTOM ZONING AND PARTITION ow IK SECURIT `PROVIDE ROTARY OWNERS REQUIREMENTS 1zamim9m m- lXM PAYADW.w DEACON LOCATED 2. PROVIDE SEPERATE ZONE POR EACH SET Ot' r , r -I TEL0 MI" CONTROL ♦ MAIN ENTRANCE 1 1 rm,m-na+sel PANEL DOORS. 1 W/24NR TYPICAL KEYPAD BATTERY 9. REFER TO FLOOR PLANS FOR EXACT QUANTITY LT�cM LTJxM D BACKUP LP-9 OF DEVICES. I` M 1 1 CIVIL 4. INTERFACE WITH LIGHTING CONTROLS $O THAT T ) I eti1r�,41E6 DIGITAL DIALER AN ALARM CONDITION WILL TURN ALL LIGHTING 'ON". i I 60119".We I 612 mN sreE7 i9:' 05*42&931 I 1 I 131 I I BA22 AWG, J/4•C TO MAIN TELEPHONE FM 509-62632'A BACKBOARD L_______— ___J ' XM ...,.,....,.,... ;:.,.._......, ......,.....,.:.. >......,.. -..,. sa..,....., .,..«...,.,.,.,�..<.,...._ .��4-wr,....,,...,.....:..n....»..w.......•� IST FLOOR ---• - BASEMENT 1. PROVIDE (2)100/2 C.B. IN EXISTING PANEL 50ARDS ` F PARTIAL SECURITY RISER E—q SCALE: N.T.S. 120/24OV, 14, 4W, KAIC, 1� PANEL SCHEDULE MAIN MAIN BRANCH CKT BREAKER (AMPS) NO. PANEL LOCATION MTG BUS CB 1 POLE 2 POLE 5 POLE TOTAL TOLES OTHERS AMPS 15 20 3 15 20 3 15 205050 PPI ELEC S 100 - 1 JJ i 2 i 42 (050/2 1� LP1 ELEC S 100 - 20 24 0 2 PARTIAL ONE LINE RISER E-4 N.T.S. a E TYPICAL AUDIBLE SIGNAL CIRCUIT L VISUAL SIGNAL CURCUIT 2-014 SMOKE DETECTOR POWER (TYP.) O (ADDRESSABLE LOOP) 2-i14 TWISTED SHIELDED PAIR THROUGHOUT. D ISOLATION MODULE, LOCATE AT 11"ATC' L TYPICAL DETECTION (TYPICAL) LOOP NOTES STAMP: 1. E.C. SHALL REFER TO SPECIFICATIONS AND DRAWINGS FOR QUANTITY OF DEVICES, SPARE CAPACITY. PARTS, ETC. SURFACE MOUNTED 2. TYPICALLY FIRE ALARM SYSTEM CONDUCTORS SHALL BE#14 AWG. TYPE THHN SOLID.ALL ADDRESSABLE FIRE ALARM WIRING SHALL BE INSTALLED IN CONDUIT. CONTROL PANEL. PROVIDE WITH 60HR 3. TYPICALLY ALL HORN/STROBE UNITS SHALL BE WIRED IN A FASHION THAT THE HORN BATTERY BACKUP. CAN BE SILENCED AND THE STROBE SHALL REMAIN FLASHING, 4. EC. TO 0STALL (2)4'C. TO GOLF CLUB HOUSE INSTALL 1 1/4* INNER DUCT%MIN (1)4-C To LP-11 GOLF CLUB HOUSE TIRE: D FIRE ALARM POWER FLUSH MID BOXES 0 DEACON RISER WITH TAMPER SWITCHES ER SCHES COORDINATE LOCATION WITH DATE: FIRE DEPT. &ARCH. DIGITAL DIALER 7 MAY 2001 4022 ►`n.�� � AWG 5/4•C TO MAIN TELEPHONE J► jv{ OF y�,)BY. BAC DACKDOARD 1ST FLOOR JPW CARLOS 0. SCALE: D OUSA —N AS MENTION TRICAL 3 FIRE ALARM RISER E N .4100 DRAWING NO.: E--4 SCALE! N.T.S. •AF w isT \ PRO