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Y S 4Aas 6 l2aWy a tt' 1 t::c'oC.=--- 4"_ 4 coo Rsr C #A .. t s '4t t'•(�' WNW *44M* WO **A#A._& t•Wa O c. iL I 10�rrov m r� .a v I 10 N i • r I i; J I� i a>*WNATE FOI.INDAnON• FLOOR SULDING.DerAL secTm To mike 4 00-OMTE AND ALIGN AS RE011.11M. ALL WORK AND MATWAS TO BE DONE IN ACCORDANCE VM LAWS • ORIDNANCM NaJ.00 • ' =TRICAL ♦•I LOCALEIL • i►, LINDERWRITWs ANYAPPARIENT . SCRE DRAWINGS r , BE -� \ y� 1 ;` WN ARE TO ROUG•1 &wACES ow TO STUD) ppT LN-M NOTED OTR3bN E. DO NOT SCALE I, i D' VERFIC TKJN FROM TI,E ARCI'•ITECT. - VERIFY ALL FHA OONDir" PRIOR TO E)=TION OF TIDE WORK AND NOTIFY T'I•E AROfi ECT f TITRE ARE D- �M ANCES OR LiNSAT1SFACTORY E)blrQ COND(I'ICNS. N(, PROVIDE ALL REARED TMfCQARY BRACNS, SHORFORMS, ETC. PROVIDE Y ENOLOSI TO PROTECT ALL REQUIRED TOONSTRIIJCTION �9S TOTERIAt•S AND FLA EQL FROM T!•E WEAUR ALL WINDOW Dt eWNS AS GIVEN ARE TO ROJW OPETWG UUN.Od - SEE 604ML .E FOR SPACERS AND GANWQ OF MWW,% 54s'1 bwuc Ft isawa t RA=, "�" PROVIDE ALL hIISCELLMEOUS CARPENTRY, SUCu AS I•EADM& sR.rr t >z,L, o /.U.LaIWoWS SHIMMING, FURRING, RALERS. ETC, AS RE{aL1Rl:p BY CONSTRLICTION ELEVATIONS AS GIVl3N - ARE FROM SLB-FLR. ( UNO. ) CR TOP OF R B°R.lR: INSTALL VT. 5/8', OR 3/4' L INDMAYKNT AS ADJACENT FLOOR FN3438 DICTATE FRACTIONS NAVE Dt3°MATELY BEEN KEPT TO NO LESS THAN ® VC - FOR CON85=y N ADDING ram CONTRACTOR MAY USE i Gam' REGARDING -SMAL= FRACTIONS, ALL NIFRIOR DOORS SHALL BE WC FNSW MeSON { i FROM ANY WALL - LNLESS NOTED OTHERWISE ALL WINDOWS 6I4N1. NAVE GYPSUM WA4IOARD, RETURNS R _ / BACK TO WINDOW FRAMES. USE PROPER BEAQ AS XMM TO AO eVE A GLEAN, SMOOTµ LNNTEIRRLpft EM I AT THIS COMECTIO % NTHRIOR WALL CONSTRUCTION L1F1xr �tiu.� • i ( ® INU ATEI) EXTaRm WALL. CONSTRUCTION .A ifl CAST N PLACE CONCRETE WALL CONSTRUCTKgN GgN ERAL FL R PLAN N T -� --.: __:.--T- • DLRNG EXCAVATION NOTIFY TIDE ARCNTECT OF ANY LNSTAB.E SOL CONDITIONS OR F WATER IS ENCOUN EM BEFORE PROCEEDING WITH Ti-E WORK + CONTRACTOR AND SL.B CONTRACTORS SHALL VERIFY ALL FHA CONDITIONS AS CALLED FOR OR REO'D BY CONSTRUCTION, • DAMM4 AND KtCNANCALLY COMPACT FILL BENEATH ALL SLABS, WALKS, AND TERRACES N 17 MAXIMUM LAYERS, • PROVIDE CONTROL. JOINTS AT ALL. SLABS ON GRADE AS REt3L M TO CONTROL CRACOa I I • SEE SPECFICATKM FOR STRESS OUXMATM OF CONCRETE, MASONRY AND M-M R&FORCNf `, + ALIGN ALL SLB FLOOR CONDITIONS UNLESS NOTED OTR RVW TAKING INTO ACCOUNT ANY POTLSYfIAL FOR r ` _ SIQWAGE AT SLAB TO WOOD + PROVIDE ALL MSG, CARPENTRY SUCHI AS WADERS, S•IMMVG, FLRRNG, NAL'S, ETQ AS MID BY TI-E CONSTRUCTION, 1' L PROVIDE BATT. NSLI"ATION FOR SOLD pROOFNG - - - - ---- N WALLS AS INDICATED. . , 49ke rvoRo Gt y , _ �. BLLT N CASE. WORK / BASE UVT WITH COUNW TOP -- - SURFACES - StBr NTt3RIOR ELEVATIONS AID DETAILS, - t'W k%44 woos � OWNER _ - _ - _ - - - - _ _ _ _ _ - _ - _ BLO(�IIVG AS E �� CONTRACTOR TO PROVIDE - 1 4. Q� ATES APPROX. LOCATION or I ► ADO I. SAI sir or S IL 5. DA%I D LINE RE'PRESEVTS ROOF OVW4A% ---------- I 2,c2 �Z 6, V-0' WIDE SDEWAIX WITH CURB CUT- (DETAL 3 / Art.) Star SITE PLAN BY JARRETT MARTIN ENGN�S t45rloo3�t t4• •LYY4 �4y� wm4I I I�� t-2',t�" ,C4• I7° GRAVEL MRP STRP' SiE DETAL 4 / A-L W1TN 1RD= I ( I IDRAN- TAKE TO STORM WATER DRYWELL (AS. SHOWN 'T `? Qt; T-?- -CQ1►�►. I �- ON GRADING / STORMWATER PLAN- BY JARRETT - - •--- - - - r�l 1 -- -- --T�.i MAMN ems DATA 6r15 ly '. •'' noo3z 8. HALF WALL WITH WOOD CAP. SEE INTERIOR 8LEVATIONS E t>ETALS, - Pe 9 FEG FIRE E XTN CARe7. SEE DUAL WALL SECTION, 0.03�. Awu� yAQTf�RO G2G lJ E(W OF TILE FLOORING WITH MARBLE MGM SADD= 1 L I UT PANTED/ PRINW GUARD- RAL E POST - WITH WEER MEDIATE RAIL. SLBE ELEVATIONS & DETAM 8' CONCRETE RETAINING WALL MV. 4'-0' BELOW GRADE WITH FOOTING. L2 MeSON SHOWN IS FROM STIR WALL. h�. -BLOCK OUT - TRWNED COLUMNS - SEE PLAN DETAILS - 5 / A-L It OVERI°EAD CADET t, BASK: 31 . Sty CARNET DETAILS, I' ' i 1 c-a ' firer r "• � �.:w _., n •�y i . �.. Of THE E pt� SD ATELIER ARCHITECTURE L.LC. 884 Broadway, Suite 1. Saratoga SI N o. NY. 12866 ph: 518487.9S86 sdateliaicx.com a w � E, z H � � m w a too to, "" w� 14 pk -3 gL < o o ww<< 8 W 0°E~ z« a z�>ouoa N -' a<I Q << -opt � < �0 3 of 3 z it A�l RRVISED PRQJECT _2 i i I i I i f • � *66 tmobu LA tot) B A I r5 La. -8' �, I ,1 r V i 5 Vx i t-T 5'J2' 11-T x5 U7 1 r-T5 J2' S V2' S V2' S VT 5117 i i') i c I �I r-T I— l ,-T �•� I'-T--� V75 V2' q-6 V2' S V7 ?` I--�'-3' 4-4 --y �•— ' —•Y-7-3- ,1'__7 I F I �C ---- 4-4'---; ! -�---=-4-4'—�`—E*- —> 3' T- -8! 4 T- --+�— i l —4'-4--w—T-3'—r. 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D I p 17 CD z 1 3 4'-4' 4-4'--•—T-3' T-3—�4'-4'—� 4'-4'—,--7- • •— I I I i 3 r—T-3 T-3'—,fit--r-3'--, 4'-4' —a-4' r-3'--: f---r-3'-- —a'-4- k-4'-a' 7-3' �_8' 7-6 V7 I r-4' I r-T I r-T I f-T I I r-T I E I r-T - I T I f T I f-T I r-T------ 8' 5 VT 5 V2' 5 ,• 's 5 V7 5 V 2• 5 V7 5 V n 5 V7 S V'7 5 V7 r �j l/�•J I SECOND FLOOR PLAN a-2 SCALE lib' - r-O' il'f G] r�Arn. L ToIr. AA 11 C O!� �_ ! _ _'i __i III;. r2N, STA2'v%7`_1j_ PLAN ELARGEMENT 3 STAIRWELL PLAN ELA2GEMENT I A•� SCALE !%4' r-o• / z SCALE 1/4- r -o• 1 ' C� �• . •• • .I ♦• E RB-CMPACTMti TMALS TO BE DONE IN ACCORDANCE YM • " ♦ •;CT0CAL CODM • %• ME, AND OTRR MIJ"AL CODW • ••r \~.Ir ti I ••TII,,Err1 • W i • • •iTHEY WLL BE INSTAUM ♦ :,,r • r �• . ��VN ARE TO M...,Q4 &RFACESr To r •LN.ESS NOTO • a• . r • NOT A Z• " . FROM ARC14TECT, • .• ... ..• EXSTING . • "••:Ew C0NST12LCTX)N MAT82XSAND r:. w • r • «.. - • • • t,I DCTATF- Z-7-N—kATELY • r " REGAZM SMAU.FJZ f9ZACTKAS • • ' •%ESS NOTED ODIIIEWSE, r♦WAVE GYPSLIMB 12 \ -FU WALL CONSTRUCTION • :r w- ••WALL CONSTRUCTION L PROM N WA COAT WALL Ot FEC- I DA94 ROOF pEEStlOpq� ,. ell, st ptE/ b o Its' OC - %j o 'l�tp S1GL 2 5�Q - X -Mi QOAL u� Z� 101"bDam -- ous SIor oc t bu, OQ%`IQIdL uWL 211."OL . iCL WAII.L o� T2uss 'F�.O� i ro 'Roar ••••N••••••••••••••r .. SG ATL.L:. ARCHITEC ' L.L.C. 3U Broadway, suite 1 • Sarotogo Spines, NY. 12866 ph: 518.587.3385 sdotelierocs.com O W ~ , z co � z CQ m"Roq�� O C� r� w k Fes+ z � � W P4 a WI: om oo J Wq UT j P V nZay�<� wvi<W>F�u3 ArJ o g O O0 wu-V y jolw„�v,��,,yy Po a p ozI<. 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I ..4 �o d r-� ti.�-�..wn .�.a r�rVM7A M •� � 1� • • 1 oil a O � 4 a �, j �---� �rvti'r�0o O;t -•� .L- 0 A 1 r Q � d A � Fm —_—_WJ 490 ka� QCO : t) pv�v ) tA, _y! -'rOYD " M:'N. !r3' C'?Ab^ ?gip Ni Fi.i'lC- "02 WA7717 7 - PERC Teti V,4 n2AM PPE TO FOOTNG DRA `� WINDOW AREAWALL DETAIL b-3 7 SCALE !/- - r -o• r-----y,rT•T n OCr" )OW, SEE SCI-E-DLLF `XTENDm WI 4 r SLAB , NORTH ELEVATION ,-:ALE 1/8• - r-o• ' ,GRADE 94--� ' �� � I�_..�.e''��'?':'�.� �� ..-�..,-•�.e�,a:�a�-� $�_ i.v. r.xJYJAT1pN r 9 I B-EVATION 19 I I 2 EAST 'ELEVATION A SCALE i/a, - r-o• I r I C-�2ADE 97 Ei IIAMNI s i I9 LTW3 04ANGE ZFLECTS GRADNG PLAN AS PE3Z ^" 1=T I MAR I ilN 0 4 PAINT WALL C ROOF AND WALL ITEMS S .04 AS S. OUTLETS, ROOF CAPS, VENT STACKS, RIDGE VE UNLESS S. ETC., TO MATCH COLOR OF ROOF, I SWED TO MAT PREFNSkED BY MANUFACTURER ! PROVIDE ACREVE REQ'D FILL AND ROUGH GRADNG TO V' S SHOWN ON THE DRAWINGS. " �- R NO ROCK GRADED SLPFACES SNAIL CONTAN GREATER THAN 4- N ANY DIM=NS10% CAULK AR OPENINGS. PERIMETER OF ALL EXTERIOR RCYJGH 0 3/4' SLB NG I -EIGHTS AQE TAKEN FROM TOP OF OOR - NOT r-N -QED I`LOOR, L STANDING SEAM METAL ROOF ING ON 30 LB. BUILDING FELT, z ARCNfTECTLRE 30 YEAR SSE ON 30 LB, BUgXING F. T. 3. 5/4 X 10 C I ER AZEK CO eR BOARDS- CUT DOWN AS REO'D E M CORNERS. SEE SPEC. AND DETALa 4. 5/4 X 8 C fez BOARDS- AZEK - CUT DOWN E MITER AS REQ'D E N , FZ CO2NERS. SEE SPEC. AND DETAILS. 5, 5/4 X 6 C NER BOARDS- AZEK - CUT DOM E MTM AS REQ'D MT EQ CORNERS. SEE SPEC. AND DETAILS. 6, 5/4 X 4 Wa OW/ DORR TRIM -AZEK- BUTT ENDS E SEAL ADD DQPt r ALL 1-BADS. 7• CnAN - FLAT CANOPY STRUCTURE, G.C. TO ENSURE ALL REO'D I LOC*\v,- IS PROVDED AT STUD CAVITY WALL.. 8. 5/4 X 8 C NER JOARD - AZEK - CUT DOWN E MIT62 AS REQ'D- -SE. SPEC, ANC DETAILS. 9. r X 4" COQN 52 BOARDS- AZEK - MITER CORNERS, 10. RIDGE VENT FLASH UNDERSIDE WTH 'ICE E WATEZ SI-ELD. I L 5/4 X 4- F A TRIM - SET ON I X IO FASCCA -AZEK- SEE WALL SEC DETAIL 3/ MZ IZ SPLIT FACEBASE- VENEER- WITH GLAVANIZED ANCHORS E W--EPS AT OP E BTM OF AP CAVITY, SHALL BE DCp u 27 AS MAN. TUBED BY DUCE. 13. CAP STOW GROUND FACE SLANT SILL- COLOR DOVE 2 AS PROVIDED B DUCE CONCRETE AND MAN-FACTU;Z-:D BY TREADST 14. FIBER CE SIDING- CEDAR LAP 51/4' - AS MANUFACTURED BY CMTAN D. 5. F8ER CE VERTICAL SIDING CEDAR TEXTURE -No GRoOVE- USE I X 2 BATTENS AT 0 O.C.- ENSURE BATTENS COVER E CAL_LK - JOINTS OF VERTICAL SIDING. 16. PROVIDE G VAM2E7 2 CHANNEL AT JUNCTURE BETWEEN Tl -E Dr- T MATERIALS. 17. 11/2' DI PRIMED/ PAINTED GUARD, BAR. E POSTS. WITH INTEP DIATE POST - SET AT 42- ABOVE CONCRETE WALK / R 18. CONCRETE ALK / RETAINING WALL - SLOPE WALK - SLIGHTLY TO ALLOW FOR WATER RUN-OFF, SEE DETAILS. 19. FIN SHM GR - GENERAL CONTRACTOR SHALL CO-ORDINATE E FN64 AS D TO MEET THE DESIGN INTENT OF DRAWINGS. CO-012DNAT WITH SITE GRADING PLANS FROM JARRET T MARTIN. 20. STANDINGa 4MROOF CONNECTOR- ATTACHMENT CENTER OVER ENTRY SHALL BE 13'-0' VVDE WITH 'COCKET' AT CENTER. SLOPE TO �S. FASCIA- UNDERSIDE- FINISH AND DETAILING SMALL MATCH E WITH ENTRY 'DRIVE THRU' CANOPY STRUCTURE 10' T ER E FRAMING TO STRUCTU2ALLY FAB ICATTE ?L PROVIDE G AN"ZED CiRCI,g.A2 STEEL AREA WELLS - STACKS AS REQIlrRE TO ACNE DESIRED NEGHTS - SEE DETAIL 4/ A-3. 2 N-W GRADE LOCATION APPROX. - CO-ORDNATE WITW JARRETT \ "TiN GR PLAN! m N f FSI4EATWNG TRI 3 c; WNER TRIM D AIL A-3 S ALE i• - r-O- 0 00Q,4� S t z i a6 SD ATELI'L., ARCHITECTURE L.L.C. 384 8roodwoq, Suite 1. Sarotaga Springs, NY. 12866 Ph: 518.587.3385 sdatelierlacs.com 06 1:4 Io-� �OR' f` � co z X W O tY, O O O U d4 W z p O 0 CD' rT Q o00 �Q� <5 0« ?� 514QpL k S�Cy�W�ce .71 OowCF�CJ ��IUo?0�<aa PTtn Z !! lx�Vice a U EF-4aF �U z Z 00 Q� , J LU 0 w 1_ oz 0 L1_1 7 NwAr :a.•efal vc1 SO! ITN E_EVATICCN t�J T.C. ST 5� R o02 r a V4' T.O. F011vDA' �?V �ri'V 1I .. n .. —:.4GaYs /vv;�• •l—_ -,- � - I i t-' ...:- —_�ii.-� ,�—:- ..._—__.____-._.i. .. �t..-: -_ -_: --_- 1 (f''. I: .—__-_.-.. . .-.-_._..r..a..`:_...,rq -1F\ =- yer -- a �_ - , ,-: :�.,.--�+-�-- ->r— .-..-_ _ .ems. 3�+'�.+�pu'Q_-... ..._.__- ... .._ ._ ..-- f ....Y '�.!"iI'��'.$4;'A .�t•+u�rn».• f T `-��i"-'� f .4 i 2 WEST ELEVATION A-� S0ALE- 1/8' - r-V 1� 1� r -t-4 V4' -\- E ,W t- �t� * PANT vlSCQOOF AND WALL ITEMS SUCH AS WALL APS, OUTLETS, ROOF CAPS, VENT STACKS, RIDGE rEATS, ETC., TO MATCH COLOR OF ROOF, UNLE FU2NIS4-E-D PQEFI(t'ESl-ED BY MANUFACTURER TO M1 Ck * P20 E ALL REO'D FILL AND ROUG14 GRADM TO ACC -E LEVELS SHOWN ON Tl• E DRAWINGS. * ALL R GRADED SURFACES SHALL CONTAIN NO R KS GREATER THAN 4- N ANY DIMENSION. * C AROUND PERIMETER OF ALL EXTERIOR OPENIII GS. * R OPENING R3GWrS ARE TARN FROM TOP OF 3/4' SL 8 FLOOR - NOT FIMSI-ED FLOOR, v u I L_ L f I I vl7 C_LC Y H 1 1 VIV IVV I C�: G STAND NG SEAM MTZ ROOF ING ON 30 LB. B=NG FELT. 2 FIBER ASS ARCMTECTU2E 30 YEAR SHINGLE ON 30 LB. BLILDIN ZIP FELT. 3. 5/4 X f CORNER AZEK COKZER BOARDS- CUT DOWN AS REO'D MITER CORNERS, SEE. SPEC. AND DETAILS. 4. 5/4 X ZE CORNER BOARDS- AK - CUT DOWN E MITE2 AS REO'D MITER CORNERS, SEE SPEC. AND DETAILS. 5. 5/4 X CORNER BOARDS- AZEK - CUT DOWN E MITE2 AS REO'D MITER CORNERS. SEE SPEC. AND DETAILS, 6. 5/4 X WINDOW/ DORR TRIM -AZEK- BUTT ENDS E SEAL. ADD D YIP AT ALL I -FADS. 7- KHAN UNG- FLAT CANOPY STRUCTURE G.C. TO ENSURE . ALL QE7D BLOCKING IS PROVIDED AT STUD CAVITY WALL � 8. 5/4 X CORNER BOARD - AZEK - CUT DOWN E MITER AS tir REO'D. SEE SPEC, AND DETAILS. 9. 1• X 4' T ORNE2 BOARDS- AZEK - MITER CORNERS. 10. RIDGE ENT- FLASK UNDERSIDE WITH ICE E WATER' ST-IEcl.D 11. 5/4 X - FASCA TRIM - SET ON I X 10 FASCCA -AZEK- SEE WALL TION DETAIL 3/ A-I2 I2, SPLIT F ACE BASE- VENMP- WITH GLAVANZED ANCHORS E AT TOP E BTM OF AR CAVITY. SHALL BE DCP In 27 AS MA 'UFACTURED BY DUCE 13. CAP ONE- GROUND FACE SLANT SILL- COLOR DOVER AS PROM 77D BY DirlE CON(,'�:-_TE AND MANNJr-ACTURED BY TREAD TORE. 14. FI- K MINT SING- CEDAP LAP 51/4' - AS MANUFACTURED BY C TAN TEED, 15. FILtER MENT VERTICAL SIDING CEDAR TEXTURE -NO GROOVE - USE I 2 AZEIC BATTED AT 12' O.C. ENSURE BATTENS COVER E CAI . - BUTT JaNTS OF VERTICAL SIDING, 16, PROVIC GALVANIZED 2 CHANNEL AT JUNCT+ ARE BETWEEN THE DF FEPEN7 MATEZAI. S, 17. 11/2' DI ''TER PRIMED/ PAINTED GUARD, RAIL E POSTS, WITH N POST - SET AT 42' ABOVE CONCRETE WALK i RAMP. 'S. CONK E WALK / RETAINING WALL - SLOPE WALK - SUGI-M Y TO ALLOW FOR WATER RUN-OFF. SEE DETAILS, 14. FI GRArE - GENLBZAL CONTRACTOR SMALL CO-ORDNATE E F1N84 S REO'D TO +VcET THE DESIGN INTENT OF I)RAWaNIGS. CO-02 INATE WT1,' SITE GRAm,- PLANS I�OM JARRETT MART 20. STAND G SEAV 200E COIVIECTOR- ATTACHMENT CeN'TER OVER ENIrRY S. SHALL BE 13'-O'. WIDE WITH 'CRICKET AT CENTER. SLOPE 0Z UES. FASCIA- UVDEPSIDE- FINISH AND DETAILING SMALL MATCH E GNWITH ENTRY 'DRIVE THRU' CANOPY STRUCTURE. USE r 10' P.T. LEADER E FRAMNO TO STRUCTLRA ,LY FARPICATE t SD ATI 1L ARCHITE;: R L.L.C. 384 Broadway, Suito I, Sara*ogo Springs. NY. 12866 Ph: 518.587.3385 sdatolierfacs.com O Z � 4 z C\2 O W O ' W O A �i � w o � �z z W � � O C3� O t� 026021-./ ' 4 000 `c<< < U �N m p�wu:a�z e» o 7. oIw,rnai:� 4 z¢�ac�w N z m 0Q✓I~.710, Lj o¢ ¢ m; F. a n ¢�¢wuow3¢ zaFau Z 00 Q�- (J-) QU-J .,I W ~ 0 u z D11 iv 1 0 j AS'&at �r .A* ID�EVTS�t PRCJEC 200 --20 il 2k'X2k'X4' F.D.C. 241 RIS FIRST F 2*' RISi FIRST F FIRST FLOOR SPRINKLER PLAN SCALE, 4' RISE TO F.D.C. SEE 1ST BASEMENT FLOOR SPRINKLER PLAN SCALE+ 1/8'=1'-O' Symbols Symbol Description Description O -Hydraulic Reference Points [u @@ -Elev, Below Top of Steel I a-63 -Elev. Above Finished Floor . ties 20-0) -Elev. of Top of Steel o® -Ceiling Height .TL -Denotes Hanger Location o -Rise 'up or down General Notes All Pipe Locations are to be Field Measured Prior to Fabrication and Installation by Sprinkler Contractor. All Dimensions Shown are Center to Center. High Temperature Heads are to be Field Located Where Required. AV Pipes and Hangers are to be Installed per NFPA #13. ® TEST AREA M1 HAZAD ® DESIGNRDENSIT Y .2/900 + 250 HOSE ALLOVANCE HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED SPRINKLER SYSTEM. LOCATION A-1 MISC. ORD. #2 NO. OF SPRINKLERS 1T BASIS OF DESIGN 1. DENSITY 2. DESIGNED AREA OF 9� DISCHARGE 3. MIN. DISCHARGE �J•L 1J G.P.M./ PER HEAD 4. MIN. DISCHARGE PRESSURE PER HEAD HOSE STREAMS �---� 1. INSIDE L 2. OUTSIDE 250 SAFETY MARGIN SYSTEM DEMAND 1. GPM DISCHARGE 2 RESIDUAL PRESSURE AT THE BASE OF THE RISER 24' RISE FIRST FL Inayn 11 eoay+o (I m1�+ 11 11 �fn (I �Mn I I �1>y 111 I LM1-7'-U I �onyn 2-3 °' 1, 1, :, -4 2- 0` -4 1' i' °` 3 2- :. y , 1. 1' :. r2-4 II I III ili SECOND FLOOR SPRINKLER PLAN SCALE, 1/8'=1'-O' HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED SPRINKLER SYSTEM. LOCATION TA-2 13R NO. OF SPRINKLERS 0 BASIS OF DESIGN 1. DENSITY2. .D5 DISCHARGED AREA OF 3 HDS 3. MIN. DISCHARGE C.P.M./ PER HEAD 4. MIN. DISCHARGE PRESSURE PER HEAD HOSE STREAMS 1. INSIDE 2. OUTSIDE 100 SAFETY MARGIN SYSTEM DEMAND 1. GPM DISCHARGE 6. 4 n 2. RESIDUAL PRESSURE 45.5 AT THE BASE OF THE RISER HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED SPRINKLER SYSTEM. LOCATION TA-3 13R NO. OF SPRINKLERS BASIS OF DESIGN I. DENSITY D5 DISCHARGED AREA OF 2 HDS 3. MIN. DISCHARGE G.P.M. C.P.M./ PER HEAD 4. MIN. DISCHARGE PRESSURE PER HEAD HOSE STREAMS 1. INSIDE I-J 2. OUTSIDE 100 SAFETY MARGIN SYSTEM DEMAND 1. GPM DISCHARGE RESIDUAL PRESSURE 4I.2 AT THE BASE OF 7HE RISER I HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED SPRINKLER SYSTEM. LOCATION TA-4 5 HEAD HALL NO. OF SPRINKLERS BASIS OF DESIGN 1. DENSITY2. 0 DISCHARGE E AREA OF S HDS 3. MIN. DISCHARGE 19.46 .P.M G.P.M./ PER HEAD 4. MIN. DISCHARGE PRESSURE PER HEAD HOSE STREAMS 1. INSIDE 2. OUTSIDE 100 SAFETY MARGIN SYSTEM DEMAND 1. GPM DISCHARGE 9. % Q. RESIDUAL PRESSURE 39.5 AT THE BASE OF THE RISER FLOW TEST DATA STATIC PRESSURE 61 PSI, RESIDUAL PRESSURE 54 PSI ELEVATION LEVEL WITH MAIN FLOOR EL. 0'-0 FLOW = 730 GPM LOCATION: I+oown DN M 0-5 s 2-3 1• -5.. l- 2. z- -0' -9- -9 1=3 =I -a 0-6 M TEST A-4i4 - - - 13 HALL DENSITY 1 5 HDS 1' too HOS -6 1-6 1• 1. - °` 1- lei _, 1. 1. .. o • o 4" TO Of e'-9" TO C.L. 4" FLC SWITCH - (WIRED JY OTHERS) 1' l' u -6 - y 1. i11 2-31 -4 0 TEST AREA N3 13R DENSITY .05 100 HOSE TEST & DRAIN W/ 7/16" ORIFACE PIPED TO DRAIN ' 'I - SPARE HEAD BOX & WRENCH 4" VICTAULIC RISER / CHECK VALVE W/ TRIM 4" VICTAULIC GRV. BUTTERFLY VALVE WE START @ A 4" FLG. 2" MAIN DRAIN (DISCHARGE TO FLOOR DRAIN) BR RISER DETAIL SCALE: 3/4'= 1'-0" HOSE ENT 4" C.L.D.I.P. LEAD IN SUPPLY MAIN (300' FIRE CONTROL SYSTEMS INC. 104 REYNOLDS ROAD F Hangers are to be U.L. Listed and Approved. SPRINKLER DESIGN CRITERIA REMOTE AREA # DENSITY REMOTE AREA OUTSIDE HOSE SPRINKLER G.P.M. / SQ. FT. SQ, FT. G.P.M. TEMP. (DEG.) TEST AREA #1 .2 900 250 155- TEST AREA #2 OS 3 HDS 100 155' TEST AREA #3 OS 2 HDS 100 155' TEST AREA #4 .1 5 HDS 100 155- MAX. SPACING SQ. FT, 130 16 X 16 16 X 16 196 SPRINKLER RESPONSE O.R. RES, RES. O.R. MAIN LINE, SPKR., MAIN LINE SPRINKLER OUTLETS TO BE VICTAULIC MECHANICAL TEE TYPE w/ FEMALE THREAD MAIN LINE OUTLETS TO BE VICTAULIC MECHANICAL TEE TYPE w/ G.O.L. OUTLETS SUMMARY X I MAIN LINE ISPRINKLER OUTLETS TO BE ALLIED TYPE T3UF WELDED BRANCHLET w/ FEN4E THREAD MAIN LINE OUTLETS TO BE ALLIED TYF%r PRG WELDED BRANCHLET w/ GR WELDING SHALL CONFORM T w. F A 1 99 ED. X I X PIPE & FITTINGS SUMMARY ZES IXEG ENDS SYM 201 QTY TOTAL SPRINKLER THD ❑RIF TEMP FIN TYPE SUMMARY MANUF MODEL & VICT. V2730 VICT. V2708 ESCRIPTION ES PEND R. PEND K 4.9 5.6 T EDWAR, NY 1282O E C D N D - L D D G E 543 A V A T I D N ROAD C U E E N S B U R Y) NEW Y D R K 12804 PUMPS SCH- OPE BLK 2 TIHRU 6 FIRELOCKFITTINGS FEED SCH-10 BLK 2 THRU 6 G X G FIRELOCK • 42 1/2 7/16 155' CR RES STDP SCH-10 BLK 2 THRU 6 G X G FIRELOCK 0 110 1/2 1/2 155' CR Q.R. CROSS SCH-10 BLK 2 THRU 6 G X G FIRELDCK 38 1/2 7/16 155- CR RES VICT. V2720 ES HSW 4,2 SCALE: DATE: AUTOMATIC VICT, V2709D.R. HSW 5.6 AS NOTED 4-2-04 SPRINKLERS DRAWING BY: DRAWING # 13R WET CYST REB FP-1 SPR: L. AY(3iJT OUTR SCH-40 BLK 1 T X T B•C.I. BLACK 4 11 1/2 1/2 155 CR. R.R. LINES LINES SCH-40 SCH-40 BLK 1 THRU 2 1 THRU 2 CPVC T X T C•P.V.C. SNAP-O-LET LINES SCH-40 BLK 1 THRU 2 PE X PE VIC, FIT. LINES SCH-07 BLK 1 THRU 2 G X G FIRELO:I I 2 I I EJ2 EJ4 —EJ_ 3 II 142-8-0 F_ v A I V V12 is V13 V V15 8 =W► c It (11,13) HIS, T2 PB 161 2 Pil B VIA9 ++iv 0 20 66 +T? • p CL CLJ IL11 j i Mgt `*I to co co+in' all Co. ; 1 + M x I'l X., to if 3: 3: It A II W Lo (D >1 If if it II It EJ3A I + I+ I 1, i I li EJ4A co. CO Nil I (3) EWl it it It If it is j d 0�NYC- -�iTLA ) CIL cam ---16A3/4'--- W 9'-r r � IqI w� 4 o u ' q 4 9 1•., 4 0 m U � Q zo J L� < w Zv �1 STAIRWELL PLAN ENLARGEMENT SCALE 1/4' - Fa CO I 3 U7 1zA r I r-1 r 9'-T —7 7-5' TING A D �2 E 15 STORAGE D7 SODA SNA K V7 3 V7 I r-T T-3'---4' —14'-8 V7 9-I V7 7-3' 7-3' 35'-5' 5 V7 t G 0 0 0 I V7 1 r-I r 3 V7 I r-T— —T-F 4'-64'-4' 9- 7 V7 I r= —T-3'— V7 5 V7 9'-6 U7 .K� �• ,� •�• •s` •.• •.r •.• STAIRWELL PLAN ENLARGEMENT SCALE 1/4' - r-a all 4'-4' 7-3' 7-5' I r-T 1 r-I r— 5V7 3V7 146'-O' �1:.�,�I •. Y.•.•: ::.::•. •hrl"hIl :• :•. .v h'I'9�pa :•. c1���M:l, �. i 1073 4'-4'-�---T-3'--��--T-3'--k-4'-4'-> 4'-4'-4 —T-3'- k--7-3'—r-4'-4'-f y-4'-4"- —T-3'- I r-T I r-T I r-T I r-T --I r-T V7 5 V7 5 V7 5 V7 5 U7 5 STAIRWELL EXIT DOOR Z RETAINING WALL PLAN DETAIL SCALE I' - r-a s I� rA cp i� 1 to Lr o 21/2" 2" 2" 2" 6'-0" —� VESTIBULE 3 1/2" 10'- 1 1" — 2 1/2" 3 1/2" PLAN ENLARGED COLUMN DETAIL A -I SCALE 1/4' r-O' STONE VENEER BELOW STONE SILL (2) 2 X 12 P.T. BUILT -OUT FRAMING USE 16D NAILS TO ANCHOR TO STUD WALL AND SHEATHING. 5/4 SIDE TRIM AZEK - KERF CORNMS E CAULK, 2 X 6 STUD WALL PLAN ENLARGED COLUMN DETAIL SCALE 1 1/2' - r-a • ••r • • ! • • -• - ••• - ti • •• • r • + • • : I• • ••I • • • • • •r • • • It ••r, A A- r • i .! • '• I • • • -'�s 'AT L o'. fir I• -_ AT r _• .• -. • �• .tea •. • • '• � •• • r =r •.. • . f'. =r . • �: • Z r --• • r••r •• • am - ... _ r __• r • iI' • N • • r r :. ,�• • -•• I • _- • — • • r ::• r -:- r - • t� �� • • rr • • I E SD ATELIER ARCHITECTURE L. L.C. 384 Broadway, Suite 1. Saratoga Springs, NY. 12866 ph: 518.587,3385 sdatelier4cs.com z O O z cq W Ig O A � O W 0 W W z A o � W o � x � a a < J Pe c0 He` W <aCd CWn<mf=Qv AU<W5 <z 2aOF�rFnW� o � z (j fop zoaa � N 0 ?wdur��ec>- <v w J xa'q>1 <ww��aw3 o u 3 z� zap< z cn n/ L U (� ry C) LU i— 0�0 U- > z -ad- A -I PROJECT 2003-20 SD ATELIER ARCHITECTURE L.L.C. Cn,l v v T m n 4 EAST ELEVATION SCALE 1/8' - r-O' T.O PLATEPLATE � T.O. W SUB ROOK T.O. SST SUB BOOR TO FOUNDATION NORTH ELEVATION SCALE 1/8' - r-O' I' +\- RFV ,► M v i>o +\' E LEV GENERAL ELEVATION NOTES" WALL CAPS. OUTLETS, ROOF CAPS, VENT STACKS, RIDGE VENTS,TO MATC14 COLOR OF ROOF, TO MATCk PROVIDE ALL •r FLL AND RoLG4 GeADNGTo AC14EVE LEVELS SL40MON r•• ALL ROLG4 C•'rEr SUI2FACES SWALLCONTAIN • ROCKS • • • ANY r' _♦• ••• r PEIMETM OF ALL EXTERIOR • _ FLOOR NOT r FLOOR. BUILDING ELEVATION NOTES: L STAN W SEAM MTZ ROOF NG ON 30 LB. BL-DNG FELT. 3 1/2• • SWEATI -IING CV Cn SIDNVG 3 CORNER TRIM DETAIL A3 SCALE I' - r-O' 384 Broadway, Suite 1. Saratoga Springs, NY. 12866 ph: 518.587.3385 sdotelierQcs.com rw z o z W R' 0 � W A ^ � � W o � E-4z I z /'1 0 z A W 004 C� N�0y h+�l a .] Q 4 zQ a�, QQQ `�z�waGO Fo°a°W�o OWwUQ¢j< z �04�EvC31`1 m ° Sz UQyOcnzonep z w QSQx3ax¢� o 3fFza EaU z 0 O Q � WLU > {--- W W Q1 0 lLl z A-3 PROJECT 2003-20 SD ATELIER ARCH ITECTU RE L.L.C. I L WEST ELEVATION SCALE 1/8' - r-O' SOUTH ELEVATION SCALE I/8' - f-v WA 13/4' •\- ELEV T.O. PLATE—� r 4 Or -a +\- ELEV T-0. IST SUB FLOOR + -f-4 Y4' A- 5.EV T.O. FOINDATION c5 GENE12AL ELEVATION NOTES., * PANT MISC, ROOF AND WALL ITENC SUCH AS WALL CAPS, OUTLETS, ROOF CAPS, VENT STACKS, RIDGE VENTS, ETC, TO MATCH COLOR OF ROOF. UNLESS FURNISHED PREFNS14ED BY MANUFACTURER TO PROVIDE •• FILL AND ROUGH GQADNG TO ACHIEVE LEVELS S40M ON r•• ALL ROUGH r-•r.• SURFACES S14ALL CONTAIN NO ROCKS G12EATE12DINIENSIOR * CALLK A20UND PERIMETER OF ALL EXTERIOR PE POL04 OPENING i ARE TAKENF120M TOP OF BUILDING ELEVATION NOTES: G STANDING SEAM MTZ ROOF NG ON 30 LB. BU-DNG FELT. BUILDNG FELT. 3, 5/4 X 10 CORNER AZEK CORNER BOARDS- CUT DOWN AS • t / & MITE2 C0002S.i • • DETAILS •- 9- :••-• •IECUT DOM & MM92 AS PEOD & MITER CORNERS. SEE SPEC AND DETAILS • ! • & MITER CORNERS.G • / DETAILS WINDOW/••■■ TRIM -AZEK-BUTT ENDS E SEAL ADD D12P AT ALL •/ 7 C14AN HLNG- FLAT CANOPY STRUCTURE G.C. TO ENSURE ALL 12EOD BLOCKING IS PROVIDED AT STUD CAVITY WAL • •/ SPEC,• DETAILS. CORNER :• ••• • /ER CORNERS. • RIDGE VENT -FLASH UNDERSIDE« • E• SHIELD. WALL SECTIONDETAIL IZ SPLIT FACE BASE VENEE12 WITH GLAVANIZED ANCHORS AS • • -r• BY • / 13. CAP STONE- GROUND FACE SI-ANT SILL- COLOR DOVER AS PROVIDED BY DUKE CONCRETE AND MANUFACTURED BY • • /S• CERTAIN14, FIBER CEMENT SIDING- CEDAR LAP 51/41 - AS MANJFACTU12ED BY • GROOVE- USEAZEK BATTENS AT I • ENSURE BATTENS COVER CAULK• OF E' • SONG. • PROVIDE G• • il:r 2 CHANNEL AT •BETWEEN THE DIFFERENT • E• RAMP.R 11/7 DIAMETER PRIIVIED/ PANTED GUARD, RAL & POSTS, WITH INTERMEDIATE POST - SET AT 47 ABOVE CONCRETE WALK / 18. CONCRETE WALK• .SLOPE SLIGHTLY• ALLOW FOR WATER W+OFF. SEE DETAILS. 19 FINISHED GRADE - GENERAL CONTRACTOR 94ALL CO-ORDINATE FINISH AS • / • TO DESIGN i OF DRAWINGS. CO-ORDNATE WITH SITE GRADING PLANSFROM •■- .• MATCH19 STANDING SEAM ROOF CMIECTOR- ATTACHIMENT CENTER OVER ENTRY DOORS. 94ALL BE 13 -9 WIDE WITH 'CRICKE-7 AT CENTER. SLOPE TO SIDES. FASCIA- UNDERSIDE- FINISH AND DETAUQ SHALL ALIGN WT14 ENT12Y•■ r CANOPY ■ ■ 384 Broadway, Suite 1. Saratoga Springs, NY. 12866 ph: 518.587.3385 sdatelier@cs.com O w 2 A W O a NO w a W Z �w� o00 < W 0 sflOHOWEa V. <"<�z OwwvQ�¢., POH¢z`�p o O Z �¢yH�'zflo= Q - z z;flyza - 0 w N o v 4mafl3phfj3< F K ZR. 3 zz 00 Q!--(f) >�w >►- 0 W W z �W o� A-4 PROJECT 2003-20