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750 Pine Ridge Rd (a) New Complex Pine Ridge Plans Bldg 1,2,33 llll i ���. �. ?at�oF GUIe�,�T, f 'fio �l.a• 2 2+ HQ� r 11 Kf<I� �iEEL 8-0 2I_ 211 _ i -c Gf�AC7�. LEA M �G'tl o1�I '1"�112LJ, F ' ] C) i. ,, ea -10 VQ I i i . t�1N i�H �r2 'hr{a.1N b Fi i_ 4412 W/2 S Toj� (ONt� H i / p - CiNEpt= FTS �IIII �I ` _ 5E-eot.IOAZT _ — HE L FJF MA l3N RY 0 SEE.TYFICAL DETAIL EE ='1415 SHEET — an- _v z g, j FOUNDATION NOTES: i �1. FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM SOIL BEARING ! _ CAPACITY OF 2500 PSI. I 2`. ALL FOOTINGS SHALL BEAR ON CLEAN SAND FILL COMPACTED TO MINIMUM 95% DENSITY.-G.C. SHALL FURNISH SOIL ANALY I i` SIS REPORTS AS REQUIRED. 8 3. PROVIDE SOIL POISONING BELOW CONC. AS PER F.H.A. I --- ktQUIREMENTS 1 -- `'y 4.' ALL INTERIOR SLABS SHALL BE SMOOTH TROWEL FINISHED. ALL I EXTERIOR SLABS THRU BLDG.' SHALL RECEIVE A LIGHT BROOM FINISH _ I 5 SEE SITE" ENGINEERING DRWGS." FOR FINIISH FLOOR ELEVATIONS• 3 6. OWNER SHALL OBTAIN A SUBSURFACE SOIL.INVESTIGATION FOR ALL..OF THE BUILDING SITES -AND VERIFY THE SOIL BEARING .,CAPACITY PRIOR, TO CONSTRUCTION. DL ILCELL ' vos Q W/ FEARQGK. come. icNMEKE yROWN ON DI%AWjhLGS D'1°IrNeL--..l.,. , I L L�# . S C�► VERT. @ 8 �—Q. O, C. M AJG' { _7_0 W%140OKED DOWEL IN FTG... — � , , � .F D E �►�i AEt OPV E... - _ ; FOOT•i• G SCHEDULE Ini SIZE L X X D REINFORCING REMARKS CA). !! IIID 111 • 111!11 CAO NT.':1— :.1'-g.. tW 11111 L�# . S C�► VERT. @ 8 �—Q. O, C. M AJG' { _7_0 W%140OKED DOWEL IN FTG... — � , , � .F D E �►�i AEt OPV E... - _ ; FOOT•i• G SCHEDULE MARK SIZE L X X D REINFORCING REMARKS CA). CON ,1'y40!1- 1=6 _.3 5 • B CAO NT.':1— :.1'-g.. 305 C CON 2'-'O: 1f-0"" 3 * 5 .' . CONT. 1'-8` 1'-4" 3* 5 jjEj f q f 9 • G -CQ NT 1 6►'.: 1'-0 IV 2* 5 H tCONT 1-00 8« 20 4 • • e L >' 3 VTR (TYPICAL) F2 W SK 1JITCWE N COM 6• N4- V DI5,P JL L 'j VT[L 3 VTR (TYPICAL) F') • I y�%vc. w rc L AV. YV/M F g I OTILIT'j' LAV. 5A7 N 'Comb, W fV- .� 'L 3 S H W R. _ rvc D sK L !►V ,-L TUO ITGHEIw I + w/M BLIT H UTILITY `AV. we � 7 P -I PLUMBING RISER DIAGRAM WATER HA.MMlLK I WATER RISER Nt;ao w/ GONCo. 'WH0M SINC'aL#; CDP- CSP L G7; L. GGLS. IN prkj. e# it�C/Wi TYPICAL BLOC ¢ COLUMN REIN seblet We 1*- 0- NOTE: THE SQUARE FOOTAGES LISTED ARE BASED ON AN INTERIOR UNIT INCLUDING EXTERIOR WALLS AND CENTER OF ALL. PARTY WALLS. 1JN I T moo u W I -T - t�rE NOTE: ALL UNITS COMPLY WITH --t-a -nA I✓ L�;'60t7T OF HI oWLEt�E, ?�E THE FLA, MODEL ENERGY CODE a-� �✓ r �P�IF�G'�`TIO�I GOH('1.Y 1IrT++ j UNDER SECTION 9 'i'1-fEILss.F3L E 1 0� ISI r�►.� Gf7t'5 7- 2 1 4 e8 to -'2 i - 4 4 ►1 �0 . FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS L X X D A CON � 1'-10" l-6" 3 #5 . . 8 CONT.. 1- l' -g- 3-05 m C CONT, 2=0" 1'-0"` 3 * 5 T- - ., AL L- E r 3* 5 - j G l 20 5 .. H CONT 1-0" 8: 1 20 4 • • s� " g 1 ,k I 5 ly A L >' 3 VTR (TYPICAL) F2 W SK 1JITCWE N COM 6• N4- V DI5,P JL L 'j VT[L 3 VTR (TYPICAL) F') • I y�%vc. w rc L AV. YV/M F g I OTILIT'j' LAV. 5A7 N 'Comb, W fV- .� 'L 3 S H W R. _ rvc D sK L !►V ,-L TUO ITGHEIw I + w/M BLIT H UTILITY `AV. we � 7 P -I PLUMBING RISER DIAGRAM WATER HA.MMlLK I WATER RISER Nt;ao w/ GONCo. 'WH0M SINC'aL#; CDP- CSP L G7; L. GGLS. IN prkj. e# it�C/Wi TYPICAL BLOC ¢ COLUMN REIN seblet We 1*- 0- NOTE: THE SQUARE FOOTAGES LISTED ARE BASED ON AN INTERIOR UNIT INCLUDING EXTERIOR WALLS AND CENTER OF ALL. PARTY WALLS. 1JN I T moo u W I -T - t�rE NOTE: ALL UNITS COMPLY WITH --t-a -nA I✓ L�;'60t7T OF HI oWLEt�E, ?�E THE FLA, MODEL ENERGY CODE a-� �✓ r �P�IF�G'�`TIO�I GOH('1.Y 1IrT++ j UNDER SECTION 9 'i'1-fEILss.F3L E 1 0� ISI r�►.� Gf7t'5 7- 2 1 4 e8 to -'2 i - 4 4 ►1 �0 . FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS L X X D A CON � 1'-10" l-6" 3 #5 . . 8 CONT.. 1- l' -g- 3-05 m C CONT, 2=0" 1'-0"` 3 * 5 T- - ., AL L- E CONT. 1'-8" 1'-4" 3* 5 - G CONT 1=61' 1'-0"' 20 5 .. H CONT 1-0" 8: 1 20 4 • • t FOUNDATION NOTI'IS: 1. FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2500 PSI. 2. ALL FOOTINGS SHALL BEAR ON CLEAN SAND FILL COMPACTED TO MINIMUM 95% DENSITY. G.C. SHALL FURNISH SOIL ANALY- SIS REPORTS AS REQUIRED. _ 3. PROVIDE SOIL POISONING BELOW .CONC. AS PER F.H.A. REQUI REMENTS . 4. ALL INTERIOR SLABS SHALL BE SMOOTH TROWEL FINISHED. ALL EXTERIOR SLABS THRU BLDG. SHALL RECEIVE A LIGHT BROOM FINISH. 5. SEE SITE ENGINEERING DRWGS. FOR FINISH FLOOR ELEVATIONS, 6. OWNER SHALL OBTAIN A SUBSURFACE SOIL INVESTIGATION FOR ALL OF THE BUILDING SITES AND VERIFY THE SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION. 37- 4' TG SITE SEWER 4 5' 4" T,O SITE SE W E R _7-4 TO 51TE 5E W ER PLUMBING PLAN scale. 1/Eris 1'• o- 4 -a "4-e Lscale. ull VM 1 I%Jlm rL.MIn "A TUC" -0 Companies .� %af 1-0 !OA fi Y F o Q Q s �:• g 4 z } • OCL m z, O a. cl .2 ^0, ,r UJ u ` 4 � }} p s� " g 1 ,k ly N 11! iC a fr 4 W z � o 3 x SL W W x 4 !OA fi Y a s �:• g 4 z } • U. z, O a. cl ^0, ,r UJ u ` 4 � }} p s� " g 1 ,k !OA a _j o• O cl ^0, s� !OA DSECTION at END WALL scblev V8"TI4K . 6TUCCO OW PAPER e5ACKEP MET. L4.TH• trUC•1pt� - rr2 i J--C- I -��:EL'> _- CAS 1 �1 G BEAt7 I GDI►1G. TIEr lar*,A A/� STUCCO R141 9:5eP 5Tu CCO VeRT. t3ANP@ WINDOWS L O DETAIL mat GABLE END Scale 3'=1-0" ,. . r _ , y 9. The dr all sub -contractor shall install n - PLYWoo� 3a* FELT 1`. The concrete sub -contractor shall make all secondary concrete pours yN ll a d tape all sheetrock draft SNtKt�LF_S week iter i Moor Blab is orad stops at 'trusses above the. second floor ceiling as shown on drawin s.- for.porches no later than one we a f rst poured . g g �.i f�-MAO _ unless otherwise a reed upon by the project supervisor. 10. The drywall sub-contractor:.shall seal.the joint between the second. iI o '7i2 ALUM• DRIP floor slab and the exterior concrete block wall with `�`_ ► 2 -Ol D.G, w MTL, 2. The concrete sub -contractor shall check all form elevations by in- pproved sealant as specified., , �.tlGN o Kr�lG P.T settin creeds. Sufficient screeds shall be used �.�4 esLOe ( , struemnt .prior to g L. 6� A O�TrLiJ�f� in 'insure level 'slabs and screed pipes be` ummed where re wired 11.. The plumbing sub -contractor shall ais d•'irieetall all plumbing fis �. a 6 FASCIA v to assure level and smooth finishes. m.. { P Pe q .,. tore .. r. ,. P ; ,. J` I H L.AeY¢�' I2 -,fC (Z a and trim as shown on . plumbing c � ALUM. FASCIA► tQ�,_drawin s, The lumbin sub contractor z -h *ee �M K ` -ti�LY a WO. TMUS5 shall make all - CD p Co+� 3- The masonry sub -contractor shall provide hoisting equipment for set- plumbing connections for 'garbage disposals and washing ii o --i h tin concrete block.on the second floor,e2ab. The masonry sub -con-, machines. The diagonals and washing machines will be furnished by ,W > 9 I� tractor ehall'coordinate this with the project supervisor. others. The Owner -Contractor will select all plumbing fixtures. All �`ji = ..z trim shall be SAYCO, SPACE AGE, or APPROVED EQU". The plumbing sub- G --,l��,L.At T 4. The masonry sub -contractor. shall leave construction openings in the contractor shall connect alldishvrashere as shown on drawings. �w concrete block party walls on the second floor as shown on the dra- 12. The plumbing sub -contractor shall drill holes through the 2nd floor • wings. The masonry sub -contractor shall block -in the.construction precast for plumbing ! DII.cfW 4- LL p p g .vent and drains, and one hole each for ie,/g TIJK, openings when authorized by the project supervisor. electrical service air conditioning lines, dryer vents and bath vents + ,� ' XT.*WC4:0-ON `- The plumbing sub -contractor shall coordinate the drilling with the N �r P,a,P�lz �Acac�t� 5. The carpentry sub -contractor shall properly level and align the floor supervisor and the ''"' � � a � . 1- A. -r �) ON %z" slabs as - required.,'by the project manager. project precast slab sub -contractor a engineer. i EXT, GRA 1-4•. 13. The air conditioning sub -contractor shall furnish and install air / 6.' The carpentry sub -contractor shall furnish a crane t6 not wood true handelers and condensing units for each apartment. Verify type and sea. This work shall be coordinated with the project supervisor. size of equipment with project supervisor. W: _ The carPentry sub -contractor shall furnish all required accessories for setting, bracing and anchoring the wood trusses.- The wood trus 11. The appliance sub -contractor shall furnish and install the following �. sea will`be 'provided. by the Owner Contractor. appliances as shown on drawings, unless otherwise noted: w W o' YP`C L GABLE DET a. Dishwasher e. WashingMachine = 4 i BCeI®�u 3 .s �.• �� - 7. The carpentry sub -contractor shall furnish electrical equipment enclo• b. Refrigerator f. Din o o sures as.shown•on the drawings-: g Disposal with Pigtail (installed by REFI 15ECT�WW C. Range with Pigtail others). r1qQC7-IYP S.The trim carpentry sub -contractor shall provide a platform and enclo d. Dryer with Pigtail g. Range Hood (installed by electrical sure at each apartment to support the A/C air handeler above the wa- 101 sub -contractor) ter heater. p �► 15. The plumbing sub- ,contractor shall furnish and install glass lined, G Vic.+ V Sus, FASCIA energy mizer, 30 gallon electric w$tor heaters, RUDD or APPROVED FASCIA eiWALL gE EQUAL with drain pans and over flow -drains-. See plans £or , water i9 vE2,T. W14EVF ZA4Q heater locations. GUTTcQS Af-E 5/BTN K INDIGAT%V ON TE. XT. 4TUCCO ON PAPER 16. The precast stair sub -contractor shall submit engineer approved shop &&.GKF-P MELT. LAT44. drawings to the .Building Department and the Olwner-,�ontzactor for EXT. PI.-YWoOp approval before fabricating stairs.EWA CX41Ne F3MADS _ },r( 17. The precast concrete slab sub -contractor shall subrgit engineer appro- Wet ved shop drawings to the Building Department and the Owner -Cont actor 0 'CAS V. FL.A�'H IMG for approval before fabricate slabs. r Z J i g The recast concrete •sub- con- tractor's _... tractor's shop drawings shall include all slab anchor detail $ and Z LL Fv92 g Z r 15 L; r secondary. concrete pour details required for slabs. Q ALUM. DRIP _. L •{'WO I L �GQ � ' ALUM FASU4 _.COVEP, ALUM. t The concrete sub -contractor shall verify that the 'soil treatment has L .. , CLIP---- .. - /°�-! _.__ been completed I,k& W b FASC4A—`' pE2Fv2ATE.� gTuCco mP prior to pouring concrete slabs. The sub -contractor aMWt�l.SofiF►T Ci�-�'p�,ON�,(,- shall notify the project supervisor immediately if ,the X011 is not completed. tMQti1e"t It LJ N Ci2l.��N (n U T ICL F14SCIA DETAIL, � TYPICAL FLASHING DETAIL AT SHORT -GABLE GAELE t -- U< Tv J AI W f _- - �- Q FILL 4.�P w A Q3 f �r ter. f 1 f. l :i I F DSECTION at END WALL scblev V8"TI4K . 6TUCCO OW PAPER e5ACKEP MET. L4.TH• trUC•1pt� - rr2 i J--C- I -��:EL'> _- CAS 1 �1 G BEAt7 I GDI►1G. TIEr lar*,A A/� STUCCO R141 9:5eP 5Tu CCO VeRT. t3ANP@ WINDOWS L O DETAIL mat GABLE END Scale 3'=1-0" ,. . r _ , y 9. The dr all sub -contractor shall install n - PLYWoo� 3a* FELT 1`. The concrete sub -contractor shall make all secondary concrete pours yN ll a d tape all sheetrock draft SNtKt�LF_S week iter i Moor Blab is orad stops at 'trusses above the. second floor ceiling as shown on drawin s.- for.porches no later than one we a f rst poured . g g �.i f�-MAO _ unless otherwise a reed upon by the project supervisor. 10. The drywall sub-contractor:.shall seal.the joint between the second. iI o '7i2 ALUM• DRIP floor slab and the exterior concrete block wall with `�`_ ► 2 -Ol D.G, w MTL, 2. The concrete sub -contractor shall check all form elevations by in- pproved sealant as specified., , �.tlGN o Kr�lG P.T settin creeds. Sufficient screeds shall be used �.�4 esLOe ( , struemnt .prior to g L. 6� A O�TrLiJ�f� in 'insure level 'slabs and screed pipes be` ummed where re wired 11.. The plumbing sub -contractor shall ais d•'irieetall all plumbing fis �. a 6 FASCIA v to assure level and smooth finishes. m.. { P Pe q .,. tore .. r. ,. P ; ,. J` I H L.AeY¢�' I2 -,fC (Z a and trim as shown on . plumbing c � ALUM. FASCIA► tQ�,_drawin s, The lumbin sub contractor z -h *ee �M K ` -ti�LY a WO. TMUS5 shall make all - CD p Co+� 3- The masonry sub -contractor shall provide hoisting equipment for set- plumbing connections for 'garbage disposals and washing ii o --i h tin concrete block.on the second floor,e2ab. The masonry sub -con-, machines. The diagonals and washing machines will be furnished by ,W > 9 I� tractor ehall'coordinate this with the project supervisor. others. The Owner -Contractor will select all plumbing fixtures. All �`ji = ..z trim shall be SAYCO, SPACE AGE, or APPROVED EQU". The plumbing sub- G --,l��,L.At T 4. The masonry sub -contractor. shall leave construction openings in the contractor shall connect alldishvrashere as shown on drawings. �w concrete block party walls on the second floor as shown on the dra- 12. The plumbing sub -contractor shall drill holes through the 2nd floor • wings. The masonry sub -contractor shall block -in the.construction precast for plumbing ! DII.cfW 4- LL p p g .vent and drains, and one hole each for ie,/g TIJK, openings when authorized by the project supervisor. electrical service air conditioning lines, dryer vents and bath vents + ,� ' XT.*WC4:0-ON `- The plumbing sub -contractor shall coordinate the drilling with the N �r P,a,P�lz �Acac�t� 5. The carpentry sub -contractor shall properly level and align the floor supervisor and the ''"' � � a � . 1- A. -r �) ON %z" slabs as - required.,'by the project manager. project precast slab sub -contractor a engineer. i EXT, GRA 1-4•. 13. The air conditioning sub -contractor shall furnish and install air / 6.' The carpentry sub -contractor shall furnish a crane t6 not wood true handelers and condensing units for each apartment. Verify type and sea. This work shall be coordinated with the project supervisor. size of equipment with project supervisor. W: _ The carPentry sub -contractor shall furnish all required accessories for setting, bracing and anchoring the wood trusses.- The wood trus 11. The appliance sub -contractor shall furnish and install the following �. sea will`be 'provided. by the Owner Contractor. appliances as shown on drawings, unless otherwise noted: w W o' YP`C L GABLE DET a. Dishwasher e. WashingMachine = 4 i BCeI®�u 3 .s �.• �� - 7. The carpentry sub -contractor shall furnish electrical equipment enclo• b. Refrigerator f. Din o o sures as.shown•on the drawings-: g Disposal with Pigtail (installed by REFI 15ECT�WW C. Range with Pigtail others). r1qQC7-IYP S.The trim carpentry sub -contractor shall provide a platform and enclo d. Dryer with Pigtail g. Range Hood (installed by electrical sure at each apartment to support the A/C air handeler above the wa- 101 sub -contractor) ter heater. p �► 15. The plumbing sub- ,contractor shall furnish and install glass lined, G Vic.+ V Sus, FASCIA energy mizer, 30 gallon electric w$tor heaters, RUDD or APPROVED FASCIA eiWALL gE EQUAL with drain pans and over flow -drains-. See plans £or , water i9 vE2,T. W14EVF ZA4Q heater locations. GUTTcQS Af-E 5/BTN K INDIGAT%V ON TE. XT. 4TUCCO ON PAPER 16. The precast stair sub -contractor shall submit engineer approved shop &&.GKF-P MELT. LAT44. drawings to the .Building Department and the Olwner-,�ontzactor for EXT. PI.-YWoOp approval before fabricating stairs.EWA CX41Ne F3MADS _ },r( 17. The precast concrete slab sub -contractor shall subrgit engineer appro- Wet ved shop drawings to the Building Department and the Owner -Cont actor 0 'CAS V. FL.A�'H IMG for approval before fabricate slabs. r Z J i g The recast concrete •sub- con- tractor's _... tractor's shop drawings shall include all slab anchor detail $ and Z LL Fv92 g Z r 15 L; r secondary. concrete pour details required for slabs. Q ALUM. DRIP _. L •{'WO I L �GQ � ' ALUM FASU4 _.COVEP, ALUM. t The concrete sub -contractor shall verify that the 'soil treatment has L .. , CLIP---- .. - /°�-! _.__ been completed I,k& W b FASC4A—`' pE2Fv2ATE.� gTuCco mP prior to pouring concrete slabs. The sub -contractor aMWt�l.SofiF►T Ci�-�'p�,ON�,(,- shall notify the project supervisor immediately if ,the X011 is not completed. tMQti1e"t It LJ N Ci2l.��N (n U T ICL F14SCIA DETAIL, � TYPICAL FLASHING DETAIL AT SHORT -GABLE GAELE t -- U< Tv J AI W f _- - �- Q FILL 4.�P w A Q3 f L Ass A �I�E2CaLASS SHINGLES IQ Co PARTIAL SECTIOt ENTRY ON Ne _ pLywooD sNEn,YN1N��-QV 560 T. Ll( ' �cate:'..1'= 0" a� �..�r✓G-f 4/) p �p� I��s.t..,�►.1G� 0 EIJ£�ItJ��12Er� P12.CcA5T C.0.r, LAW 01 tJG G L.Ae� SEG Mr -t:; owcA,5 5oo-00000or00 8 %8" QST ccx�c LOan = f850 PL_ \TexTw2r_-o sTucco SECTION AT STAJR SCSW 1/2'• 1 0` ---SECT ICole II v .30 . -. milli �-i1aSU�aMoU R_ 9 Oni _ y wv.TRD�S%B:aDRYWA4.l. . 1b ITUD 5 a 70-0 O G tdh1G :L I N�1 V 1� V.1� 1-:#:7 '�' o - l'L PRYWALL I _ t W-000 4X61 GOIJG• ,jLA8 - DETAIL AT STAIR LANDING Ali 3 _ scaler 02-a 1-- 0" ADDf:D-5'f2t)C., INF04-1kf'IOw I o _ G�G�tIV L�UIf�% 7JTRUGT. D\Y Cs S •"' PRA`( O!! T�.IcTUR E, 7 TIO "In TYPICAL O_ DETAIL_10 i L. i ie"_ __PARTIT G 1 scale, ltz "• 1'. 0" 6 LL L Ass A �I�E2CaLASS SHINGLES IQ Co PARTIAL SECTIOt ENTRY ON Ne _ pLywooD sNEn,YN1N��-QV 560 T. Ll( ' �cate:'..1'= 0" a� �..�r✓G-f 4/) p �p� I��s.t..,�►.1G� 0 EIJ£�ItJ��12Er� P12.CcA5T C.0.r, LAW 01 tJG G L.Ae� SEG Mr -t:; owcA,5 5oo-00000or00 8 %8" QST ccx�c LOan = f850 PL_ \TexTw2r_-o sTucco SECTION AT STAJR SCSW 1/2'• 1 0` ---SECT ICole v _r I P W/STAik v . �►2�c.�sT sly '�' - DETAIL AT STAIR LANDING 3 scaler 02-a 1-- 0" ADDf:D-5'f2t)C., INF04-1kf'IOw o L TIE 4511, E -AC 14' �,LOM- FJ&EIZGLA�55 14 19 CY L r-'5 A(So WIALUM. COYf-P- S C�0 * F E L -r TOP 10 RTAC 6 LEVe L FROM 00 I- X T I -LY woor (F_Lr-_)(!_T0.MATCN TOF V/Q:, -To 4" 0 F 17 1 r o F Cp" P 1;F_CAo6T1) rL F. E C A.CT FL-ri, S14 10 01 4p 51 &P, RE C_ A -r 5 L b, 9�, an QC "To P P I 2 X8 396,,o (�'&PT, SLAD Co 0 (D 0 0 � . , . L - u ------- 5 (OT. ro APT, 5LAFb F,IXE-V ALUM. WINDOU) U, _W 0 C) 0 T RU 5e; F_5 lAj/T1rJ7F_D GLAV5 C 0 0 0 (D (�i FR Tyz P, T P -o,5,5 �5R&.(3 4"BALC.51LAD 4 F`PF-,-A5T- �I.Ale!:, ?�OT, 4- bAIc, il_Xf�, 7F.00 -T. DWG.'5,. FLAbAIm(y_ o C_ R T If: BEAM vlT 6 rD N -5l 0 L ATI 0 AJ 4L 518 DRYWA.LL H SECTION AT WINGWALL ww O,C %f. T r2'X A' S TO P� C1 I (C T, L L P, '5 I# Cx 9ZIP IWGUL &BALCONY SLAB D ETAIL AT BALCONY AT OfJ t4A W CrP- L (o - -#-% P I --�,E R & ;\,>S 5 H I N & L E S eACH JOIST _T s c A 16.: Y2 1'. 0 $t- FIE. 12 T- 0­ sc6le: 'o Ste;' F X 7- P I- y W T), E A7 H I W LOT'j 2 W -AVE VE -TA) L_ C L 10 w ERESTORY DETAIL. 10 06DICS -7 >4,:11- FP- Ar,� -r�r> -0 i - r-. . . I ::�l XLOM, DAI P— IZ Z-LAYE.Q.S 5'/& -N� X m a Qu Ss rL S 1 *4 P,T,. 1) L OC K I tJ 6 15A'L -YAL DLIF ED&L x FASCIA yq VF As WO0P TRU55 aLVPA,FA5C1& COV"t ALUM COVER __21 LL T Lj) F I- Itj 2 -USS S _JV L P &FPPJ ME I A L �-REFAIS, ENG, APPROVED '�TCP MACH lv�/ oo 1) -r A L),.-,5 e 'S oc" -T EXTuqf-C) 4TUC 3m T A Eft ESTO RY WltAET -\NC Hot$ 5/0", N ii yo 7E:.x-rL)rzF_D �lTuc_co 9 -T I- x -t uRr- D TL) C CC) ,)N PAPrz% 5per-LD r L -e" 00 C7 - E X, L rt- 7 .;7L-,, woor, 7 FIbEj&LNlSS SHIN6LES 01`4 1 �z I F -T 3,/,z I- TA L DRYW&L-t-h� Ve>` TIE IZIOL PLqVY DOD z21 S FIROVIL?E PMWAI�46 X _T V r - m F -A T H I q G, E A, C +4 -T V_ 0 f> -TTZUSS fTI�PKALL) Fi-I-) j9',0L&-TI6N R IV 1111`45ULATIOW --T L_15a�- -r A I L 7 1 YPICAL RAKE DEIM uk� 4_� scale, 3" 1% 0" �7//,5'Z71;Z-T-WA L h LUM, T: A SC I A w il-S L L_ L CI-b-LINE.&T SMOCT415'rocco __5f 1) fty W4 L _I 10 4% L) MI"T I x ALUM. G 0 TTF_ R L_ -] < E N mr; E c P. T- L i t-4 Ta L T KU C T, V W 6-S I Y-60 W1 ALUM, 2 -0 v PRILT-10MATED ALVAn. ENAAS C-0 V R R 'L A W, AT WA Lk WXY R, tl, L 1- 0 V I- KI C, 5 —4- �J rrU �A I *r -j Li ou* F 0 T I f _� L r�;) . ­-- OOT 150F FIT III t;,t, I : I cow C. eyomp E E' 17 P 0 C T. rV,/ 6- uj PE. Fl%F0 R ATEV 1 0 13 L_ oc K A L VIV1. �,o FF I -T M,p" PpYWAL�. z A Z LL < FOIL 5ACKE0 VZyVyALL _j —SECT 10 N i Hm'u'" 5 L I E) I �J CL,% SS Dom -�3 "0 OT H C -1 -MCC 0 4LALAwT ALL NZDVMIP��' WISCAL&NT f4_1_ CO 2. P R Y W A L 1, ok -4 /1, 0 1 L HXCK E12 IZ - -3) W I W 00 0 2- 4 0 r- PAP"T" WALL M I P.T, FL) RR IM 6 0 00 K Y A"u"D POO fz T F: 0 RR 94 G 210(, DONNVALL 01,4 112 T - 0' 1 V:C M TL. 0 R r-. Ep" FURIP kM(,P- -Z'-o`o, r- 0 1 AT F_ A LT E R N LT F_ ... 4- 14OR17-. RAIL - PV 0 VED 9 CA LAV T ;�,10 I AJ T 3 '�ECOWOt-Vf FOUR AS REQ 7, 1 & FIRE r- AS -r ot4(_. 10 F I LL. -10 (MT W/ 6A COT L A t5 E)Ecomvwzy POUR I!:- 1-�f ty) VARIES 1'N"70 1 4 114N I U Fr,)R aPPKOVAL, 3RD- FL. (x; f>9ECA5-r -5LA fb (�D PRECAST5LAIN F"o I,f-- wt: -t- V5 a 4'-o 0 C_ ILOPE It -3 m M 00114 6-Tuc-C 0 ---------- u VJ IN DOW V A INI E L_ C T Url _77T E7. 7 7EXTC'KEP CLG, rExTurLEO C L G, A P RE C A5T 1_51 L ON I& Rpm u �F_E_ 67RUCT, 0: j w < -JY IFYA,11-11-1140-1 % _TF>(_T0KEV STUCCO P_ ME-tNL L4._TH+5T(0)C(0 GONC. 5 LO K 101� I M00T H lb L 1 1) 1 Q 01 GL As-, voo a V2 DRYWALL ON FOIL r_>LCKEp(12 -5) 1 IN Cr A LQ Av1 �5 -T-o c C o '/Z F- 0 1 L 5 A, C- K tff Z) Z� rZ'-CW L L L t P. 1. p u a tz I tj o c DRYWA I. L 01IJ N DCD'W UUj5oCP1LAMr ALL 0 1 X S PT� F UfZ ILI LJ(y 2 q-0 C_ h2DUND 0001t P/2: -M _T L- 0 R P. T E E D)V &, FoRRIM&(? 2LO"o. C I I L U M, 5C R E fi J4 z Fpp_o'VtI7 "5ShLANT(V 40INT F_ A\ 0 FRECA57 COWC."51 I KkT W 64zo o -V FFk E -C A COWC. SLA45 LL A:7 T '5 L A f!�, uj 9 OPE vitEEp-5 (P A -C 0 C_ 8'.L)f- WALL 4'WICIL F=14 G. DRAW OJ re 5 70 5E 50 B M 1-1-7 ED F OQ 0 P QOV%L rFZYIVF_ WIX-rCIZITO RECAN57 131LAES PRECAc, -1 H 1�- ;I)z ON FLOOR — :� 1 11 ��-1 4 S110eF, 17 _jL , . . .. , , 00 00 CID 1p Lj �"()VE YqF 000 0 00 0 0 0 LE A [I r -f T:�; < T R c /7 E E: T. V 71 EX TU gr. p > 007W 41UCCO 14 F R F_ C 1 T e7 L A F-1 (�PW IN DOW P A ?4 f- L S- 7' Mo()TH -5 TO C C 0 r7s I/t2 f R T, 1: 0 ZQ IN (s C? 24 0<- Pmyiok/AL_L Ow APT V/,2 M-rL- OR P. -V WALKWAY STG A L _j -T-�_= x -r �j r-_1 5r,::) — 6 CC lu (n 0 .0 uj vJ 0 0 4 COWC.5LAB W 4 C 0 N C_ S L A b z CC 0 Q r- . L Ak 15 z >_ W LL .157, FIL CC y) Z A, Fv-r I :!LOPf- I" FF_ w rz E v -6 lov 4'-0" 0 C. CL 03 VA 17 0 R_ A% 12 ft I I- rz 4 CONC. 15LAb "IN Ci E E 4-7 7 U C T U R4. L r? \V �J 0 T F R FOOTIN 15oLA5 1(7-F-5 'i Af-I mpt '1084 D EC 6 SECTIO&N' THRU ECT 10 THRU TION THRU 6 /iZ Uc 14111A L� F1 L V I'l u Ku 2�S ml VRAL V, L SECDO THRO a F"A"o""NT WAL,L ECTION THff% coli PARTT WALL E N um"" WAL STORAGE CLOSET 5 C,6, L I - sea lqf 0_ 0 scale. 1/2 Of _.'' %.� 0 scale, v. o icalet V2-2 11 1/2's 11'. Cj i _ 1 — ., G U Q ARY 0 5 N P R � 17 R 4L N YW L I . '. .C. tit G 6L0G : o K I I � - 1 .4 1 � I �� , I - I I I I I I I I I 1 11 1 � I . . , N M ! x l 2 FU RRih1CrC�'Z .0 b. i� k-" P F .. 1iV A KWAY 1 , 2 _ I _. - • _ 1N'A WAY L {C L Ai um R A _ �t _ � G G W � T T S 5 u v 3 a , , Tx 2 L A LU F/i . 4 . 7 O _ T I2 4 R 4 b s t M A PT F 1727 �? 4 .- _ - CION � A ,GG7 A ."C -3G, 5"T IRS Lo t P O. it A B R G L T 5 NG VA.R TO co G.T P I ES O P , .. _ _ _.G j -r o _ 5 0 _ P D�',AW NG SU13M N I 5 ,. , s .1 1 f.! T C= N r 2 N DFL N a 4 A CONIC- l.A _ PRB.0 4T o S _. _ 1 K I E mac+ 0 P T G 5 .. T � f�ell,�a < A ! I✓ � �I d R } N _ `.. .. . 00000 0000 tt 000 0 D - . .. :. ... - � . 0 0000000 O 00 00 O 00 _O O O O O O A i 4TH G1 Nom. IZ S �N G► � NI N � I- I E17 ( R G V6 - b E U S yTR � T T C v E E R T G 0 � A _ )= R T !1 W G!� L M � Q E A Y �• ..: P �H t� L P L_ .F � _ x , _ �.A'-.FA f�1LIN - :E - A C 5 5 D N A S LLA _-. O _1 N • �M CTN UCGD I t 1 0 l'� E _ C F A, M E o Ir f3 E 5 u R `� 5TR T , e Y ND: I � _SE 1 7 8 _ �_ 4 5 5 v G �-� o o T v c o rH 5 , r r r l M a LV . , Ix2 A G f P T N �— ; ;- s v r 7 r WALKWAY W _ � � ET_ PQ . 1N PORO K �. � a N 0 I _ 1 .> 4 - i _ N - $ � M (. to r �. \ 0 UMAl1=a. ALL AL T L V R A T !G N 5 TO (n UQ OC Ili a o O G R N Z OL O ..a f RAILING ®TAIL AT LA Rd®If�GS u�l _ (aC , _ W. , _. _. l T R � _ G _ _ w �l � ....E DoCC _: __U- — X Y 2 MA T O LA f $_T ti _ 4IJ G" L 6 CQ Q � f r� e. : L N S G• L1. T�At i LL 5H BE ESl NE."D UJ0 0 .... W 4. _ Fz R _ _.Lao .F 2 f'L �D..M E Efill 'T MIN . 5 0 P LF H fi CZ _ \ d- E I hA LOAD R SJ i�E E►yT5 {�: 4. 1 ms's -P R G _ _ r C13N C . �iL A� S �.� STRU ICY, D1N GS DO tt_R E11.1 F . O P A Vel G R N C 'rG ti H D i 1 _ • _. j �V C T U G R SE 5 R T Fa B 77 5 . .. o It _ __ _ CO E �O � ?INC-�' BIZ ��-�N I�IrJcr , a , r r _ O M -- OWN 2 A t i� I M P : .. .. I L �vJ 7 4 o _ �f T lJ �� S -� T 1�1 2 S V®L� THRU (�Ar1���T :Y YT!® lVrA A�'S _ z ►- • it �Scate. : _10 10 . 1/2 .1 0 10 cafe 1/2-s 1 6 - '. ..:. :... :. I Z r Copyright`© GINOCCHIO AND SPINA • ARCH ITECTS/PLANNE,RSInc. All Rights Reserved Ec l\ S.T _ LI N'T E 4L- TI zbw& �0 REIN1.. 0 1 . a r - , 2x4 BLocI<tN G �lultn►ca1rBT1E"S'~RCH iST CL615.5 . FIBERGLASS �l'NIfJGLt`_S ALOM. FLAShINCJ !Q 30+1 FELE' _ TOP 4URFAGL LEVEL YO.RIE4i FROM I X( wIIALUM. COYER —13 /L ELEY-TO M&TGH TOP X3'/2' TO 4" o 3/g ExT. FLYwOOV t C oF.lo PRE.CAST'i ^ pEaF. alum. Sot clr PLA Ip e,'1 '' w PRECAST SLAM Yf�EGAST 5LA6 ,. CDFJG,TOPPING ��pP.£.�-%1 %7+, h' _ Cc i2' 4�2 k8 1� 3Rcr,�' �n APT, SLA!? , ?30T. G. APT, 5LAfb. G O C O - F IxEp ALUM. winDow y t �ttL:ODD TRU 55E5 _ C C...G :G o (, t _ �— O WITIRITED GLASS v ; t d — - - - 1.GTRp�.RTtzU55 � 6RG,@ 4 $ALC, 5LA4-i 4 PRECAST 5LA6 PjoT, 4. 64LG, SLAB 5EE STRu�`[, Dw(,.5. FpRT1EBEAM ..O FLASNIN 2 X8 Q y R-1� INSULliT(0►J - G - s(8 ORYwaLL __� 12 SECTION AT WiN WALL _ 2x9 57UI75C� ICo C C _ --- A pJtov�q J014,T ,' �tAS :� A > �^p N — &BALCONY SLAB I o DET°A-1 L A1` BALCO�I�( - W n Iwo W aljI INSULATION �- t4AWCst1Z(n'�KH FI3E?a�ASS SHIN(,LES ms Z_ 5 AxCtooe. f l .10�sT scale: � `! 1'• 0 • � . _ T - w. 12- O - - I EX f( EA N N - ~ E V_£ DEZA I L }}-- T ^(W T I CLERESTORY DETAIL Q �4-a) o.c, .,-Lk YERS 57/8 R T,'t X" -T- AL U M. b Al P r �1 > LI i I �fiT1uEBN (LOSSES IX4 Q,i, DLOGK11.tG f 12 12 SEAL ��}_'F_NI",�,`, A`• - I' � �I/z�— �3,/2 )v1E1AL pLIP GD6E I x Co FQSC:IA A'ZW oo D TR uSS ►_ r- � ( ,. • �LUM�FA�Ip Lov�Et .,..,._. ... .. ALV/'t1. CoV�R � ,1 L AX E M. 5 /8 'r'r1� "X" 17�T.%v LL BETcuEEN T!2USSES SEAL C�PENINC*5 AS �E MEiA� )I Q "ICJ�i�Ir �1}Cfi `zJSS A1NGH0 Q5 ( • �'G c D �s 7C p i o PREFAB ENG L,PPRUVEV - - �Nc�r' lDW[ EACH -r2os5 3 v1lOOD-rAUs5ES� Z -O oG T EXTURt-C) Tu cc o ✓ II I �- I a W CLERESTOQY 5�g '(lid /. xx q W 1AET NNc H 0Q5 . EA . E N DT- ( ru 6E'(ID / /�_ cx7u2ED STucco 7EXTUPr-0 BTU CSO �� r _ - I2F ': AC ✓ '7RVSS , I: - PAPEZ oN PA EQ �I%2 �ATW ov& R ETC 'r, a� �'woov C I I� Z +�t2 Lx7,- �� wd0V _ FI$E1tGLASS 5NIN6LE5 ON I2 I - APPROVED METAL r PESIC�N���, - t-��8 T7flYW1,.LL.-^ PROVIDE FILAMING 3o fl -T F_-L_T li 3�Z1/ /� 2 @G - t 5/8 i= XTERI01L PL�7w00D iRu55 QUGHORS - I ,- \`_ -~''.moi✓ C' I '�O.0 d.6L&END _ -_. f_. R-!� `NSULe.-fI6N T1ZU55 �TYP(CbL) ' �. R M k5ULAT IOW EAC}i "f2U5S SHE.�TNII+IGi _ R-IdJ INSc�LAT�OtJ ii ., 2x4 ►tel0 TYPICAL RAKE DETAIL i 1 - - -� scale= 3 . 1'. 0" q _ �` —% �.LUM DRIP A,2 ►71LYwt�LL 2- � CLv•LINEAT � SMOOTH STUcco ;� � - \ e' R`j' _ I OA UNITS OVEFRWIN170W-, t`L-:? A LU M.1G !� SG 1 Q• - --5 8' D R WALL --..- I I _,�,_ _��: �..-_---__. - 1 1 - I ALOM. GUTTER Y.O1lElL IXC t _ / ! ENG,PAECA.4T LINTEL SUE�•FASGt�. • ,. tiEG STRUGT, Uuj(,s ) XCo Wi ALUM, ovG� ALL oI�ENltill�5 _ IN I'i'UMII�IUG�U�' >7 PirtzFD tLt� T F -D A Evan , 2 - D B E A M AT WALK WAY N CON C. AN'r LLl �OR.TtE (3E.AMS> c.OVER SofflT �"tY�1C�AL) 81~ D ; EE STRUcT. D4'J c4 a • I _- PERFORATED I I -I I kiLOGK }_ - Z 0 ti ^ ^ ALum.5oFF1T r7/8 M.R, DRYVJAI-L t I li I li) + IreM Q '/2 FOIL SACKED PV-YWALL \� -S CTI ,' T R� \ _ e---`�LIpItJC� GLA SSDDOSZ� �ii�ALANi ALL Ae.OUwp•{ I _ �� MO OT H NOGG O % t_ Ofd. ) X 2 P T, F U R R. I W v %�n- c P�'"1RTY ALL 9 uJISEALANT lfl-t CO ` I�G DRYWALL 09 - 12FnIL Uxc E12 r,-3% AwM• W►NDo� I I 4 (f'24 oG �% I \ i � I ; AIZOVND DOD R P.T. FUR-FIIN(r( 1400 DRYWALL oh1 � -- scale j L'/a MTL. o �, P. T 1/2'.1'• 0' I ! � LTE RW aT F' iNTEIZMEDIAT� I?PROVED SF-ALAP!T�; JCIN T -' }ORIZ. RAIL S-E'GONO PIZ-{ pouR AS RE•q n, I . r Q t'R��AST M15.IJUFi - I )O � EGO►JDAR POVR I FILL. Jo(NT Wt GRDUT (Cj PREC4S�- �'ONL. SL4b ' � `{ I �QNG, TOPPNG S Y I u A r E(VCr•PWA WINC-S„p bE5V8MITTEsD_ FaR 50 Nil REST ST NGE , ! VARIES 2'l2 TC2"- n (n V CT�IL I1 tI FOR APPROVAL- 3RD. FL. I� ' .._ (� PIRECAST 13LAb (o PREcAST�LAB CAPRECA�7 LAS �iI /'"') /�f'�'� t�c,i�t. tf-YS L' 4 -O 0 • G s OP ► ► I I - i I L.�F..✓t/'"L�- ~ W 5 / W -.i - ---- .--- r ♦ L E � SMOOTH STVGLO IM, -- y 2�L co1�lY - W I N E. I T`(P, ENGIIJEEIZED PR EG&ST �� = E "'RAY 7EX7CKF-V CLC -7, I SPRAY TEXTUrLrm0 CLG, --_-. ._.--_- , _.(NTLrL GVE..R NLL a(�ENlrt(S o / W -rte _��.� - ,Q RE C AST L p� L". (n I- E.. ST�RuCT, t w'\N , V �W � I �� Q I. I pis l c-, N _o rvtE5 MIN ,o per. I { TF)KTUKED STUCCO -- i-aRIZ ICU KZF.QM?z. i - 4— Co —n - METAL LATH+STJG E� Z'r�cUG �N8 GONG.6LocK I ,. I � M O T H ►� f I ` O _ I STUCCO SL 1 IGGLAss boon dI + SLID)Nc. ALUM ►/7 DRYWALL ON 2 FOIL 6ACCED(R 3 Z FDIL 5kCKeD DRYWL.LL T ,Q0C f � Ul � SC ALp1J ALL ( I . I P. T. FURR►n1C.'' PRY WAILOIJ WINPC�W OfJ 1 X 2 DT. FUR RIUC�Cd Z Q O G �- I -- ApvUND 0009 0& -ht 5>=E D��G. I I _-L, OR P. _ FUIRRIN&G 2'-O•'o. c T L1 LU M,SGpr-rzu 0 APPR.OJED �7EAL6.MT(,§1 J0►NT .� i � FRAME PRECAST CONC,SILL -�bl}.lT W/WZOUT �w./ . I - ' r A - I I 2 .4 t... PRECAS CON C. 5L mORSOUND R�SISTAI.IGE �. (� -E14 .DRAw►N G5 To 5E 6U8M►T-1ED 1 I SECON17e.QY POVtt. �.: ��_J�/�v/�_J�-J W FM AP PILOV%L 2 N>7, iL �(ppREcAST 'SLAB VFZVIVE WATE2'5To (Q FRECA�jT 5LAE5 TOPPING -t ,� I 8.UP WALL 14 WIDE ROPE w t E PS A -0 O G S L o P E 't2 1 " 1=1 N ��I I�JAL{� 3 j1� -- -- - -�- -- -- I. O N , 00 R- -- ------- — �9 .�.o - o O 0 Q o o F ---- G _�..-- .. -_ - -- _ r � F- to - i i r t r. - - �'. t1YL i`I �-�f 7 1..�'� ��. - - 000 00000000030 i �LEP(L 1 �iEE STRUCK", bW Cr 5 I P T TU C 3. �+� I SMOOTH 41UCCO � RAY EX R D L `T PREGtaST�LAR �NcUlNoow PnNEt s �f= AUG (�L�1G�1S �l.fi'� --.�M00TH STUcco I ; 11 k 17IZYWq�,L O wl 'h FOIL 6AG KF D'Fi3) I i ICY )!O•G, - i P•T•FURRINCi(±240C pRYweLL Ota V/2 MTL • OR p.7 WALKWAY STG APT S" _ ,C3 t �! �I IQ FURRIt�1G@2'-00•G ti I �Q T �x r 2 EEO C) o cc i t� t✓x� -- t CC I. ! 1t 4 COWC.5LAS C GUl�lc h T (n K m 4 cc G. 5LA15 I = t 1` W/�WElz P�G"fU�'r�D r,l II L 4 B 12 o G � L_ c1- ►AJ IST, FL_•IFN�p� \(�� Iii SLOPS 1�I� I - �:� \" C r WEEPS 69 4-0 OG O ., -- - Vn f'O Q BAR k !•.K , i r- jj „ � VIS Pct2 . 15A R R) E-2 � v ` 4 LONG. �JLAI3 � � �•- � ���-'1"x2' '-1'"tJF�� C7V`IGt�a � - N OTE: SEE 177RUCTURAL DSV& FOR FOOTING 5LA 5 SILES f1 RtINF, SEIC71,01042 TRU FRONT WALL scaler ire "•1'• 4• DEC 7 1984 L� SECTION THRU SECTIO T R ,-SECTION TNRU ry'� S T10, . T HR . AL L Y 3 PARTY WAL" a END WALL STORAGE CLOSET ► scale: 1/2-V 1•• 00 tcote, 1/12-21'• 0" K]E7Scalgt 1/2"m V. 0 Q 5cc LE ,/2 I LA - CD �l o z = W NUl .� O 30124 � Nwool PLYWoor� _ c> 3Oa FELLY ub- ntractor shall make all seeora concrete urs 9. The drywall sub contractor shall install and tape all sheetrock draft �. 1. The concretes co secondary Po � 5►,r►�tN6 SN�KGLCS for.porches no later than one week after first floor slab is poured, stops at trusses above the second floor ceiling as shown on drawings.,- �12�-P unless otherwise agreed upon by the project supervisor. E� p�'f�lL'1rH� g 10. The drywall sub -contractor. shall seal the joint between the second 1 _ � ALUM. DRIP � _ Yw _ F�2dM1 @ 12 O,G. V -O d.�. w e concrete sub -contractor shall check all :form el®vations b in- floor slab and the exterior concrete block wall with approved sealant' *"' G� N� "i'�'Lk /�tlGl-1Ot25 @/E,�. E,NC� i KING PT �• st me cr screeds. Sufficient screeds shall be used as specified. 1 t 4 e�Lo c ( atrumnt Prior to setting S O� -r�2U��.. y - ...and screed pipes will be-,usedwhere required GL.,a4,15 �► in insure levelp Pe- ,; - FI xG FASCIA 11., The plumbing sub contractor shall dh nand, install all plumbing fig to assure -level and smooth finishes. •, �: e 2 aures and rim as'shown o e dr wi sub -contractor LONE°L,4r� ,� I . Gla-Xrk , , t a on a ngs � The plumbing sub contractor T 5 T ALUM. F/s.SCfA �1,. C�Je. �f �'� C�'I K •'R�LJ�� WD. 2Us5 , TaxT, T;Tucco oN PAPER /s _ _ shall make all plumbing connections for garbage disposals and washing a Gov�t� ,. 3. The. masonry sub contractor shall provide hoisting equipment for set p 4 9 g P g ACKED MET LASH, � v � sub - con-. machines._ The disposals and washing machines will be furnished b _. _ _ �t-I�.-T�-��►J� I ting concrete block on the second floor stab. The masonry sub co Y oN EX_T. GF FLYW-OOD_ others. The Owner -Contractor will select all plumbing fixtures. All - � tractor shall coordinate -.this with the project.�upervi�or. P 9 __SN%r�?1ilNG_; trim shall be SAYCO, SPACE AGE, -or APPROVED EQUAL,. The plumbing sub- � 0 P g " LA 4 The mason sub -contractor shall leave construction openings in the contractor shall connect all dishwashers as shown on drawings. 'J A IST masonry}- • concrete block party walls on the second floor as shown on the dra 12. The plumbing sub -contractor shall drill holes 'through the 2nd floor __ G G.T/Sr1L P 9 q;57iesC1L(W6.L1. wings. The masonry sub -contractor shall block -in the construction precast slab for all plumbingvent and drains and one hole each for 1.4 ( _ Q �3/B�TI�K• openings when authorized by the project supervisor. electrical service airconditioninglines, dryer vents and bath vents XT."�.'UGO ow The plumbing sub contractor shall coordinate the drilling with the _472�-0� PAprg $AGKr_p S. The carpentry sub -contractor shall properly level and align the floor • M� t -A_ project supervisor and the precast slabsub-contractor's engineer. H 0 slabs as re uired,,bY the project manager. FoR. r�FEaM �Y`4%2. - �.. 13 The air conditioning sub contractor shall furnish and install air 6. The carpentry sub contractor shall furnish a crane tb set wood true handelers and condensin9 units for each apartment. Ve riiy type and A4 KDreu sea. This work shall be coordinated with tha project supervisor. size of equipment with project supervisor. �oFFiT. - The car ntr sub -contractor shall furnish all required accessories .• P� Y 9 for settin , bracing and anchoring the wood trusses. The wood true- 14. The appliance sub -contractor 9 9 pp sub co tractor shall furnish and install the following son w v b the Owner -Contractor 1 _ ill be 'provided y appliances as shown on drawings, unless otherwise noted.. i Y ICA G ABLE WET Dishwasher _ a. .e. Washing Machine �(-Jtcales- 7. The ca ntr sub contractor shall furn sh electrical a ui ment enclog3 • i ® ._ ... .. .. b. Refri erator f. Disposal sures as- shorn on the drawin s. 9 poral with Pfgta11 (installed by g • �E� Sls1"fIOFJ c. Ran a with Pigtail. . g 9 others) .. �Q T i r _ d. Dryer with Pigtail Ran Hood (installed 8. The tries carpentry sub contractor shall provide a platform and endo Y 9 9 Range t 1 d by electrical NC�"T pc Y P P a .sure at each -a arti�nt to support rt the A/C air handeler above the va- i• sub -contractor) P ter heater. _. LL..2 _1 L. -.. ti T` 15. The Plumbing sub -c n F6i3_sciUtva��� �r.�E _ 1�O7E _ P g o tractor shall furnish and in tall $ glass lined, f�.St aTAN CC--_ - SUe FASCIA � energy miter, 30 gallon electric watdr heaters, RUDD or APP �..l�Gk. JD�NT �T�) -TNI�a �-!T � FASCIA WALL SE ROVED 0 - EQUAL with drain pins and over -.flow -drains, See plans for.water 1�OPE W t9 VETT! 5 ARF_ ; �. caEJt ,r Gu Q 5/B��TNK baAter locations. INDIGATEP Ohl �, TE XT. STUCCO ON PAPER 16. The precast stair sub -contract ,, --- peAwiNGS _ or shall submit engineer approved. shop 0000000000 -� �QTCC...13iZ�K __.. _��._ �.__�. ---�, &,&CKF_D MILT. LATH . drawings to the Building De artment and the . P .Owner �.ontzactor for EXT. PL-YWDOD approval before fabricating Stairs.. St=F;_-STr_Z�o�T. DWGs_- '�'� l'S _ f'k21�C G�JhL�. I I C�►�IhIG p'9i Ai7� 17. The precast concrete slab sub -contractor shall submit AN GI-(�t2h GOrJ'i - � - .. , m engineer a ro- . r–�t-6"J�J ; ' *• - -_FQ�. _T_t_E�,REA!`:1..'� "- ._ � • _ �Ved ah r D•t✓C TEo op drawings to the Building Department and the Owns - GALV. FLd.g141NG x' Contactor for approval before fabricating slabs, The precast concrete sub- c on - tractors shop drawings shall include all slab anchor details and 2Go G�1S. LST secondary concrete pour details required for slabs. ALUM. DRIP &P _ N11 L- �Gv 'C�Cf G.�GC.O G7t_i ALUM FASCIA COVER ALUt-4- = i 1 � .`r V�IOQI� CLIP ___ t8. The concrete sub -contractor shall verifythat the s WO FASuA..�-r' � •. - been completed oil treatment has- PER-ATED Is uceo mP prior to pouring concrete slabs. The sub-contracr�r M 5GtltF�T shall notify the project supervisor immediately �.0 � t�l'1"I oNpa. • sly if the roll t�swtmert is not completed. N A L C 12 I=L k,4 12 I N� ,ROPir. W��Pa ' • � �s -x+10 �. �� d, _ . -- i o+O�L.. M ETH• 41 T �A CIA DETAIL. � TYPICAL FL WING DETAIL AT SHORT GABLE a rr oNt a j s c�1 •e 4'• 0' s�c�tie: 02-i t 0 N -- t,, 'C --G N �►tl t� SEt STRtfCT.URAL ;DVVGS .FOR :RF INF, FIL,�, GOMIS r21 EN2 - AyC - 0 e CA 51 r-FRECk\5T LI N' F -L _ :S 5?tLUcT- DwLrS. k 'FpR RE 1 "r Z I I H 11 0000000000� n zve �Czr_, f r 00 L9 PLYWOC>= 3O* FELT 1. The concrete sub -contractor challin-ake all secondary concrete pours 9. The drywall sub -contractor shall install and tape all sheetrock draft 54VIAT41 WCS n dra�iings. 54 for.porches no later than one week after first floor slab is- poured, stops at trusses above the second floor ceiling as shown o unless otherwise 4greed upon by the project supervisor. ISEE 0e7TA%JL_ --rH ry ,:�44EE7 EW -4, APY1QVVEJZ;1 10. The drywall sub -contractor -shall seal the joint between the second floor slab and the exterior concrete block wall with approved eealant"101- 2. The concrete sub -contractor shall check all form elevations by in - V -01 O.G. �v as specified. ClAets rz� _rleL� Amrpogz-s e06" El..40 1.4. bLor_v.1146 (P.T) strumnt prior to setting screeds. Sufficientecreedeshall be used \TJ_ in insure level slabs and screed pipes will be used where required 4::5LA#SP5, A -1 jcG FASCIA ll.' The plumbing sub -contractor shall all plumbing fi) FI to assure -level and smooth finishes. _J CA tures and trim as shown on the.� dravvifios,. The plumbing sub -contractor ,::�;w ONE L -4t ALUM. F-ASCIA 2 TEXTAPTUCCO ON PAPF.Fk "64_, 4 -`�?3—,qEAJ1aM t1' ITQU4�47 WO. TZUSS 3. The masonry sub -contractor shall provide hoisting equipment for set- shall make all plumbing connections for garbage disposals and washing C1 g:) W6. T rv, ting concrete block on the second floor stab. The masonry bub -con-• machines. The disposals and washing machines will be furnished by 15A,CKF-D tAF-T. ikPt4. c�N F_)(T-1.G$3A0F_ FLYW00a tractor shall coordinate this with the project supervisor. other@. The Owner -Contractor will select all plumbing fixtures. All trim shall be SAYCOtj SPACE AGE,. or APPROVED EQUAL,. The plumbing sub- A�z 6>4LAMT 4. The masonry sub -contractor shall leave construction openings in the contractor shall connect all dishwashers as shown on drawings. 9 concrete block party walls on the second floor as shown on the dra- 12. -The plumbing sub -contractor shall drill holes through the 2nd floor wings. The masonry sub -contractor shall block -in the construction precast slab for all plumbing vent and drainap and one hole each for openings when authorized by the project supervisor. electrical service air conditioning lines, dryer vents and bath vents 4 7i)rL, 7yL y 4 7LL: <1 < -ft-TtXT.45�,ruce.0 ow The plumbing sub -contractor shall coordinate the drilling with the PAPMP% eAcl K M P 5. The carpentry sub -contractor shall properly level and align the floor project supervisor and the precast slab sub -contractor's engineer. _F _K L)C M iRT. J_AT H ON �,i slabs as requiredlby the project manager. + '51 _T. DWG,5 13. The air conditioning sub -contractor shall furnish and install air F-C>J� TiC BEAM. ll�4YWV. 6 6.' The carpentry sub -contractor shall furnish a crone tO set wood true- handeler's and condensing units for each apartment. Verify type and At UM, see. This work shall be coordit;ated with thim'project supervisor. size of equipment with. project supervisor. W, The carpq!ntry sub -contractor shall futnish all required accessories for setting, bracing and anchoring the wood trusses. The wood true- 14. The appliance sub -contractor shall furnish and install the following see will be 'provided by the Owner-Contractoro appliances as shown on drawings, unless otherwise noted: nn a. Dishwasher' e. Washing Machine r GA 0.1 7. The carpentry oub-contractor shall furnish electrical equipment enclo- 1,7, 3 *a. Jr. 0" sures an, shown -on the drawings;-- bo Refrigerator f. Disposal with Pigtail (installed by TY ,*PF,F, -15l5CTk:2W c. Range with Pigtail others) rl:�w IT, Dryer with Pigtail g.. Range Hood (installed by electrical 8. The trim carpentry sub -contractor shall provide a platform and enclo- Ile, sure at each apartr.,-,nt to support the A/C air handeler above the wa- i`� sub -contractor) ter -heater. 40TE 150 The Plumbing sub7contractor shall furnish and install glass lined, 6Lv .�JDItJ'f T i r. f +1--• SUE, FASCIA energy mizerp 30 gallon electric wator heaters, RUDD or APPROVED FASCIA )WALL BE EQUAL with drain pqrs and over flow -drains'. See plans for water 4F -P -T. W14EXIF ZA44 beAter locations. P-10PE WF -.F- FS &uTTeZS AiZr- .518 7 W K - F7tVJJ F?_ INVICATED OW .05 TEXT. 55PTUICCO ON FAFS7, 16. The precast stair sub - contractor shall submit engineer approved shop DIZA W IN Ca S 2>&CKF_17 MELT. L-AT44. drawings to the Building Department and the OwRer--,ontrictor for approva ore fabricating stairs. EXT. FI-YW00P SEE STRUCT. DWOS• 17. The precast concrete slab sub -contractor shall submit TI E.- [BEAM A440 wvt) e-OWT. engineer dppro- FOR ved shop drawings to the Building Department and the OwneV-Contractor ct' a or cwe: *ro y5e goo- 10 A V. F L_ A.,ep 44 1 for approval before fabricating slabs. The precast concrete sub-. con- 5tractor's shop drawings shall include all slab anchor details ano secondary concrete poUr details required for slabs. P- 2 ALL)PI, DIZIF- 95qJC4ZP 4;*4 ALUm FASC44 CZ7W_1CLIP 1 151-Y-1 COVEP, ALUt-4- The concrete sub -contractor shall verify that the soil treatment has lt& WO fAsuA been completed prior to pouring concrete slabs. The sub -contractor -- PE12-FOP-ATED STUCCO shall notify the project supervisor immediately if the toll •4-Lum SOFFIT ce� I is not completed. LJ N -,F10f-F WFLEFPS, A 7f%l I 17M CIA MMMAII /5Z\TVD1r_A1 n win [DETAIL AT SHORT GABLE gig Kol%-� 01) 3 T. 07 1)2 1 I r L FILL 4:2. P S.Et GTRUC70RAL DVVGS F70F% TRF -INF, XIJ51 A ZL M SECTION at END WALL -114\TYPICA L SECTIOR il-01 Q'Je"10: �2-111%0 tcow Mul0 .7 C'UTTF-M G 0 -r -TF- R _AJ -0m. A -V5 TV -Y -T. 00 T14 K 7�m o -r i -t *--71pTUCC0 OW PAPER BTU GCO 7 V. U 4�7TIT TI) Cr- 0 5XCKEV MET. L &T H al -_r=LV-J 9 4 P,0 U T 01 -rYL5ALC0WEYP• F.AL1.-r5 0 C&I71MG 5F-At7 FR 0 NT E L EVAT 10 N__ --(-R 5. ILARJ _N11z1*,_?,,8 11 6 2r' STUCCO P�&.l 1:5E -P. 5TLI CCO Y ERT. EE., D, N D@ W I W vow DETAIL at GABLE END Scale, 3*- 11-C� - _. - y. -- - t4SULATrOU R-10 �I I�� I I I 1{ i I 1 ., t )Wriju 1( JOUIN40.4-,iGDi:G I-. h'i.: -5 i Jce o o I _ tI�NG. _ I _ �D,rn��S �,BrrDRYWALI, ---- .. _ - �d i ,-OI.IG I-!►fit-c;v IL •F � " � C.TGffi t>►r-TIT�� _ _ o 11:T.'fTt1GS 2-0 OC r�IIG I-IN�1t�L y�J� !' % AL1:PE...1 t it RY WAL L O O 1� . _ I �'p v tiAtODQ 461 pAEGA6T GONG -'SLAB . t:IWML FIE-1—OW O' CM I s SECTION ATVI IAVALL nQ W PCZ t p 11 - ,L �?F SA__.LCY SLAB �A W_ �W �- SEZTRUGT. d-SVGS.PRA1( ON T�xTURE. I _ A . PRYW -� A LJ�. --_ . ° (-Q- SGr- (1-O" 2 AL � Zz FOI /2 L - M ET 5TUP5 IV 2•-0 0.0 _ I �AIJD12A) L. a <11<1 I L . _ ENC-IIAJtEr2Er� PW_CC_A5T CoWr. L I - LAW 01 QCa S LA E� 4" SE Y ICAL-PARTITION ®TAIL C_C:`� w L_10 oft 'EY^ r iO O O O O O O O O �'xP" p12RCAS"( C�JG � -' • - . - �ItJ I SI -t STL.KLO '7 U►.r(�L -DESIGN ~ N w/sT� l f� � .S �L'�Fv ,-, - - �. t2 -r �� = 1t35o PLr- 1�lSE R �^10 IMI p• O �N1 -(fixru►2G-+� SYUcGo � 2ND fit,-G�t2 ' ' • - �►2�cesT s� 1 - _FRE.Gn�ST LI.NTE.L 6 ES STttUCT. DW &r5. " r AOR REI N f. Q _ _C t_ Ass A", ril5e 6iLASS SNINGL�S t2 SECTION AT STAIR 5 DETAIL AT STAIR LANDING ow /e p�Yw000 � �o PARTIAL SECTION 1� ENTRY sNEA`�NINa —� If' 560�. LYscale, 1/2 • T. 0 IO ,scale: 1 • 1'-0 scale: h'• 1'- 0" INS 'f `�/ip t=o►2- � t,,�r•IGr Ap�f2oV�0 WCk tO PFW- rAP) SWC -1. Ai't"12� U IJ �EIZ TfZu S. L E S _ WO TRUSSES G) 211 (:::).C,. 1iEETRUSS MCI25 1►� GLGt F'z �1.i'C12`f tJ t� 11;- e- �P 2 L 10 (WALL ,iJ 12 PRb-FA2 ENGINI=E1, APrROYGD GAYLR5jl�Tgp X. WOOD TRU55Gy 2=d CSG Wl MHTA6 HURRICAWIL ANCROKS -I of Nva >'D�IYc��tt �a�ir�l _�t-o I�__ � . _ _, q. / A L ►_ �R ISI Q`I^�' - i eac�,e�D_nF TR SS W/s.&rzzj" AP /ISO METAL T1*,U-S �� 'DRANCf ,CIs AS AjXgUIrAaP. AWCJ-40Ft5 AT Fs.. - RUSS C7(,4X- I l2' I ! e r� �t�e.-tLc g ETW C -C- h 1 112 ss 1? 2 eG ►Xj \ �TZu se, . � JG- h, <I �- 19 _T 5- c`s r -o rz �s �c�r��G�_4 --r 0paisav� Sc 2 IJ ALEW. CKITTE R0000 Nl 1t�t2."1r1� I NStJL t` 'TFiU`s�a bL.�F�IN(� nil � _ r.� 2-o a►J MTL, f &-T -H _ ,-- fi a L�j I -- ,� — 2X4 SU•b- �.SGI A - ,SEE 5TiZOC-T _D /f�5. FC? .n Pam z�►�-r1zAc.-t• - N z _ ._ SE ��T R CT. t�yG�; SEG .. STRUC.T. U1NG'S. I _. tY�:._�'.1,�•.: 13F-. e� '`�9 . -: ,� �':>��� _, , - si�'ccv i S e I- o -r, 0 \14,157 'IS ; 0J -ALUM 'cwt _ TEXT ALUM Comer'{ - f ` PRS ti t SH E»I ALUM � Ft A 5or'�IT r 2• L R Wt� L oN i IBUrni N DCq I' SIX �a(.Q55 I C f'T fupw-1t tc� �.sloE _ = C T ! wlr�taow ISS 8µ 61 QI2' SZuCco ARcH IntlTH i , _ I "5T -Al- FRII,MIIdG . 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