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BUILDING PLANS PAGES 16-30
F A-5.1 &12 A-A A-5 7 8 e� A-3 • 12 +35'-0" MEAN ROOF HGT. 4.5 TYP.+35'-0" T.O.TB. ,^9z @CENTRAL TOWER 12---------------I -- 8 TYP. 12L12 +281- I O" T.O.TB. - 19 9 19 TYP. 4.5 - - - @ FUTURE SUITE 201 TOWER @ UTURE RESTA NT TOWER ------------- 8 � F URA +2G'-O" T.O.TB.------------------------------- _ @ FUTURE SUITE 201 12 12 8 8 8 17 TYP. 5 -- 5 TYP.NMI J @IFU OIRE RESTAURANT 4 -- - - �+ I T-0" T.O.TB. -- 1+ 1 T-0" T.O.TB. ---------------- _ @ ENTRY LOGGIA ENTRY LOGGIA + 14'-0" T.O. SLAB �-------------------- ---- ----------------------------- @' SECOND FLR r w 5 5 5 1 I 4 Jri I 5 I I I 5 I 1 I 5 3 I 3 1 FOL. O"REF. FIN. +0'-0" REF. FIN. +FL. ELEV. ------ -------------- ---- --- - ----- -------------- ELEV. A-5 A-5.1 A-5.1 A-5 FRONT ELEVATION SCALE: 1/8" = T-0" NOTE: HANGING UCHT FIXTURES IN COVERED AREAS NOT SHOWN. 12 7 TYP. 8 A-LI A-ll A-5 B-0 • A-5 +35'-0" T.O.T.B �12 ---- --- "" I4.5 --------------------------------------------- _fTF @ CENTRAL TOWER TYP. 8 1212 -------------- ----------------------- -- ------ - 8 TYP.12 4.5 TYP. 19 9 19 +28'- I O" T.O,TB. +28'-10" T.O.T-P-------------------------------- - - -� @ FUTURE SUITE 200 TOWER @ FUTURE RESTAURANT TOWER 3 @ FUTURE SUITE 200 17 12 1 2 7 -- 12 8 8 8 8 TYP. 5 t 19'_0" T.O.TB.----- 5 TYP. - - - _. r @ FUTURE RESTAURANT - 4 4 I I I+ 1 T-O" T.O.TB. + 1 T 0" T.O.T15 L -- ---_=_==_i=====____--________________________ -- -- ------ @ENTRY LOGGIA @ ENTRY LOGGIA 2020 20 I + 14'-0" T.O.51AB 5 — _-------------------------------�@ SECOND FLR ✓ 5 5 1 5 5 5 5 I I I I I I 5 I 3 3 I I I 3 1 +O'-O" REF. FIN. +0'-0" RE P FIN +FL. ELEV. cdo B_B A B A -A 8 A 5 A-LI A-LI A-5 REAR ELEVATION �. SCALE : 1/8' = 1'-0' NOTE: HANGING LIGHT FIXTURES IN COVERED AREAS NOT SHOWN. • • sa�l�l��ll��t�tlii►@��I��{�j1�1��lil�l��ll�iliY�>�1�•ll�llYH�illlllrillliFiri�ri�ri�riII�ii► • • _ • - ��i�di_r� �i�i__•L���i_ii�L�_idL----i�� CENTRAL gum - • - - ������ ��4��t��r 3 _ • • PARAPET EQUIPMENT AREA @ EQUIPMENT AREA i� @ FUTURE RESTAURANT ---------------------- • • I'I J • • SECOND - `!'' I■k O © j O I■ A +0'-0" REF. FIN. ------------------------ FL. ELEV. KEYED NOTES O SCONCE LIGHT5 (5EE ELEVATIONS FOR HEIGHTS). 0 STUCCO/ FOAM BANDING. 0 STUCCO QUOINS. O42" METAL RAILING O5 DECORATIVE DOMED WINDOW CANOPY. O STUCCO/ FOAM OUTRIGGERS 0 ALTUSA 5PAN15H '5' CLAY TILE ROOFING. OB DECORATIVE SLOPED FLAT WINDOW AWNING. Oq DECORATIVE STUCCO/ FOAM DIAMOND. 10 STUCCO/ FOAM MOLDING 11 STUCCO/ FOAM SILL. 12 CATCHBOX AND DOWN SPOUT. 13 8" X 8" SCORED STUCCO FINISH. 14 5TIPPLED CAST STONE STUCCO FINISH. 15 DECORATIVE STUCCO/FOAM MEDALLIONS. Ib STUCCO/ FOAM CROWN MOLDING. 17 DECORATIVE SQUARE STUCCO/ FOAM MEDALLIONS. 18 TEXTURED STUCCO FINISH. 19 DECORATIVE ANGLED CORNERS. 20 STUCCO/ FOAM TRIM TYPE W. 21 STUCCO/ FOAM TRIM TYPE'B' 22 STUCCO/ FOAM TRIM TYPE.'C'. 23 OVER SCUPPER. 24 STUCCO/ FOAM WINDOW E DOOR SURROUND. 25 STUCCO/FOAM PARAPET CAP. THESE PLANS ANo . REQUIRED AND ECr �tRP. PROPOSED WO MAy BV s LI NSP CRRECTIONS 1! COMP(Y WlT l T SSAj?V ItV EC rORS THAT H AEi AI'PIICABCE CODES. 12 TYP. 1 8 uL 5 I 5 u uu 3 I I I I E A-5.1 A-5.1 A-5.1 LEFT SIDE ELEVATION SCALE : 1/8' = T-0" NOTE: HANGING LIGHT FIXTURES IN COVERED AREAS NOT SHOWN. +0'-0" REP. FIN, FL. ELEV. YATES RAINHO ARCHITECTS 10 INC. CUSTOM • RESIDENTIAL - COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL: 561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com MEMBER: G' C H A date: SEPTEMBER 15, 2006 approved: D.A.R. job no: 06-0943 revisions: ^-^ (D W z U W T -J m E Q u- g O (.5z 0 w CO � W 0 cd J � CA Z Q -� rJ� V ✓ FINAL SUBMITTAL SET 12-20-07 SEAL C 2007 KEL Y YATES FLORI AR 13706 street no. A�3 of 18 ehts Copyright ® 2007 Yates Rainho Architects Inc. . . .. ........ .. +35'-0" MEAN ROOF HGT. @ FUTURE SUITE 12 8 IYP. I • _ ^� is W r • 1— ^� • - SLAB IV @ SECOND I'L i1 I I 2 +0'-0" REF. FIN. _ _ K.ELEV 2 SCALE : 3/16" = I'-0" 12 4.5 TYP. T 7 A-5 1 12 8I TYP. N 0 lille, S4.11111 F 1 I 1 1 1, v Q,. B-B A-5 1 1 3L-11 LIJL1 L-IL-1 1 , G 2 B—B A-5.1 A-5 cop ---------------------------------------------------- @ CENTRAL TOWER 12 TYP. 8 WIN= IN^19— - N No w, -1111 � Umr© +28'-10" T.O.TB. @ FUTURE RESTAURANT TOWER 16 + 19'-a T.O.TB. �@ FUTURE RESTAURANT + 1 T-0" T.O.TB. - T 4 @ENTRY LOGGIA 10)--\ I �6 _+a-O" REF _FL FL ELEV KEYED NOTES 10 SCONCE LIGHT5 (SEE ELEVATIONS FOR HEIGHTS). OSTUCCO/ FOAM BANDING. OSTUCCO QUOINS. O4 42" METAL RAILING O5 DECORATIVE DOMED WINDOW CANOPY. OSTUCCO/ FOAM OUTRIGGERS O7 ALTU5A 5PAN15H 'S' CLAY TILE ROOFING. O8 DECORATIVE SLOPED FLAT WINDOW AWNING. Oq DECORATIVE STUCCO/ FOAM DIAMOND. 10 STUCCO/ FOAM MOLDING 11 STUCCO/ FOAM SILL. 12 CATCHBOX AND DOWN SPOUT, 13 8" X 8" SCORED STUCCO FINISH. 1 q STIPPLED CAST STONE STUCCO FIN15H. 15 DECORATIVE STUCCO/FOAM MEDALLIONS. 16 STUCCO/ FOAM CROWN MOLDING. 11 DECORATIVE SQUARE STUCCO/ FOAM MEDALLIONS. 18 TEXTURED STUCCO FINISH. 19 DECORATIVE ANGLED CORNERS. 20. STUCCO/ FOAM TRIM TYPE'A'. 21 STUCCO/ FOAM TRIM TYPE'B'. 22 STUCCO/ FOAM TRIM TYPE'C'. 23 OVERFLOW SCUPPER. 24 STUCCO/ FOAM WINDOW E DOOR SURROUND. 25 STUCCO/ FOAM PARAPET CAP. YATES RAINHO ARCHITECTS 10 INC. CUSTOM • RESIDENTIAL • COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL: 561-493-1500 FAX: 561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com MEMBER: X13A date: SEPTEMBER 15, 2006 approved: D.A.R. job no: 06-0943 revisions: c U �CIO z 0 0 ^ , r m E > g p z z (.5 = o W co III mm D O CLS D ® W � a V ) FINAL SUBMITTAL SET 12-20-07 "I L Z , 2007 KELL D. ATES FLORIDA AN 13706 sheet no. A-3.1 Of j$ shts Copyright 0 2007 Yates Rainho Architects Inc. o7-0 T01. 5;P NROGA C.1 10 O 6" 5 0 2 • o N +0'-0" REF. F_IN. FL ELEV -------------------------------- 12 4. TYP. REAR ELEVATION SCALE : 3/16" = I,-0" E A-5.1 7 1 12 a TYP. v 2 - - - @ CENTRAL TOWER G 7 2 b TYP. 19 ------------------------------------ @ FUTURE SUITE 200 TOWER 16 .--------------------------------- --- ------------- -- -- +26'-0" T.O.TB. 1 V @ FUTURE SUITE 205 J 2 17 10 8 , 8 2 + 14'-O" T.O. SLAB I I 24 --------------------------------------- @ SECOND FLOOR rR - TR ri ry rr 7 �`?l 0 5 o 1 3 ILL I J 11 +0-0" REF. FIN. ---------------------------N -----------------------`---------------- ---- ------ FL ELEV E A-5.1 LEFT SIDE ELEVATION 7 B—B A-5 1 1 19 9 13 20 � , G7 o - 'pS I � 12 N ,A• %.. n 1 = 0 0 0 i VE ��Ei►51 " 5 0 2 12 �TYP. a A AI.1 A BI, I rva 12 �4.5 0 "{ 12 TYP. b THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO +s5'_o" T.O_TB_--� COMPLY WITH ALL APPLICABLE CODES. @ CENTRAL TOWER 12 4.5 6 2 TYP. 19 � n O A-5.1 ---------------------------------- @ FUTURE SUITE 201 1 :J 1 12 TYP.5 - r 2 -------------- -- ------------------------------- ---- ------ - @ ENTRY LOGGIA ------ 10 24 10 6 1 1 �o 1 5 b 3 2 22 1 t 1----- N�1--------F------"-- 0'-0" EREF. FL — - - 12 �TYP. a 17 / @FUTURE SUITE 200 roweR @FUTURE SUITE � 200 .. + I T-O" T.O.TB. @ENTRY LOGGIA + 14'-0" T.O. SLAB � @SECOND FLOOR 12 � TYP. 5 2 6 10 4 0 6" 2 22 0 N FL - FL. ELEV KEYED NOTES OSCONCE LIGHTS (SEE ELEVATIONS FOR HEIGHTS). O STUCCO/FOAM BANDING. O3 STUCCO QUOINS, O4 42" METAL RAILING ODECORATIVE DOMED WINDOW CANOPY. OSTUCCO/ FOAM OUTRIGGERS OALTUSA SPANISH '5'CLAY TILE ROOFING. ODECORATIVE SLOPED FIAT WINDOW AWNING.. ODECORATIVE STUCCO/ FOAM DIAMOND. 10 STUCCO/ FOAM MOLDING 11 STUCCO/ FOAM SILL. 12 CATCHBOX AND DOWN SPOUT. 13 a" X b" SCORED STUCCO FINISH, 14 STIPPLED CAST STONE STUCCO FINISH. 16 DECORATIVE STUCCO/FOAM MEDALLIONS. 16 STUCCO/ FOAM CROWN MOLDING. 17 DECORATIVE SQUARE STUCCO/ FOAM MEDALLIONS. la TEXTURED STUCCO FINISH. 19 DECORATIVE ANGLED CORNERS. 20 STUCCO/ FOAM TRIM TYPE'A'. 2j STUCCO/ FOAM TRIM TYPE'B'. 22 STUCCO/ FOAM TRIM TYPE 0. 23 OVERFLOW SCUPPER. 24 STUCCO/FOAM WINDOW #DOOR SURROUND. 25 STUCCO/FOAM PARAPET CAP. PATES RAINHO ARCHITECTS INC. CUSTOM •RESIDENTIAL •COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX: 561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com date SEPTEMBER 15, 2006 approved D.A.R. job no; 06-0943 revielonw. L. co CIO z 4lJ — U Q z U MQ a) T W a o = U U LLI o CLf Q •� J FINAL SUBMITTAL SET 12-20-07 SEAL >rroo7 KELLY PATES FLORIDA AR 13706 sheet no. A-3.2 or 18 s,ta Copyright 02007 Yates Rainho Architects Inc. SCALE : 3/16" = I'-0" +0'-0" REF. F_IN. FL ELEV -------------------------------- 12 4. TYP. REAR ELEVATION SCALE : 3/16" = I,-0" E A-5.1 7 1 12 a TYP. v 2 - - - @ CENTRAL TOWER G 7 2 b TYP. 19 ------------------------------------ @ FUTURE SUITE 200 TOWER 16 .--------------------------------- --- ------------- -- -- +26'-0" T.O.TB. 1 V @ FUTURE SUITE 205 J 2 17 10 8 , 8 2 + 14'-O" T.O. SLAB I I 24 --------------------------------------- @ SECOND FLOOR rR - TR ri ry rr 7 �`?l 0 5 o 1 3 ILL I J 11 +0-0" REF. FIN. ---------------------------N -----------------------`---------------- ---- ------ FL ELEV E A-5.1 LEFT SIDE ELEVATION 7 B—B A-5 1 1 19 9 13 20 � , G7 o - 'pS I � 12 N ,A• %.. n 1 = 0 0 0 i VE ��Ei►51 " 5 0 2 12 �TYP. a A AI.1 A BI, I rva 12 �4.5 0 "{ 12 TYP. b THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO +s5'_o" T.O_TB_--� COMPLY WITH ALL APPLICABLE CODES. @ CENTRAL TOWER 12 4.5 6 2 TYP. 19 � n O A-5.1 ---------------------------------- @ FUTURE SUITE 201 1 :J 1 12 TYP.5 - r 2 -------------- -- ------------------------------- ---- ------ - @ ENTRY LOGGIA ------ 10 24 10 6 1 1 �o 1 5 b 3 2 22 1 t 1----- N�1--------F------"-- 0'-0" EREF. FL — - - 12 �TYP. a 17 / @FUTURE SUITE 200 roweR @FUTURE SUITE � 200 .. + I T-O" T.O.TB. @ENTRY LOGGIA + 14'-0" T.O. SLAB � @SECOND FLOOR 12 � TYP. 5 2 6 10 4 0 6" 2 22 0 N FL - FL. ELEV KEYED NOTES OSCONCE LIGHTS (SEE ELEVATIONS FOR HEIGHTS). O STUCCO/FOAM BANDING. O3 STUCCO QUOINS, O4 42" METAL RAILING ODECORATIVE DOMED WINDOW CANOPY. OSTUCCO/ FOAM OUTRIGGERS OALTUSA SPANISH '5'CLAY TILE ROOFING. ODECORATIVE SLOPED FIAT WINDOW AWNING.. ODECORATIVE STUCCO/ FOAM DIAMOND. 10 STUCCO/ FOAM MOLDING 11 STUCCO/ FOAM SILL. 12 CATCHBOX AND DOWN SPOUT. 13 a" X b" SCORED STUCCO FINISH, 14 STIPPLED CAST STONE STUCCO FINISH. 16 DECORATIVE STUCCO/FOAM MEDALLIONS. 16 STUCCO/ FOAM CROWN MOLDING. 17 DECORATIVE SQUARE STUCCO/ FOAM MEDALLIONS. la TEXTURED STUCCO FINISH. 19 DECORATIVE ANGLED CORNERS. 20 STUCCO/ FOAM TRIM TYPE'A'. 2j STUCCO/ FOAM TRIM TYPE'B'. 22 STUCCO/ FOAM TRIM TYPE 0. 23 OVERFLOW SCUPPER. 24 STUCCO/FOAM WINDOW #DOOR SURROUND. 25 STUCCO/FOAM PARAPET CAP. PATES RAINHO ARCHITECTS INC. CUSTOM •RESIDENTIAL •COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX: 561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com date SEPTEMBER 15, 2006 approved D.A.R. job no; 06-0943 revielonw. L. co CIO z 4lJ — U Q z U MQ a) T W a o = U U LLI o CLf Q •� J FINAL SUBMITTAL SET 12-20-07 SEAL >rroo7 KELLY PATES FLORIDA AR 13706 sheet no. A-3.2 or 18 s,ta Copyright 02007 Yates Rainho Architects Inc. SCALE : 3/16" = I'-0" 7 �`?l 0 5 o 1 3 ILL I J 11 +0-0" REF. FIN. ---------------------------N -----------------------`---------------- ---- ------ FL ELEV E A-5.1 LEFT SIDE ELEVATION 7 B—B A-5 1 1 19 9 13 20 � , G7 o - 'pS I � 12 N ,A• %.. n 1 = 0 0 0 i VE ��Ei►51 " 5 0 2 12 �TYP. a A AI.1 A BI, I rva 12 �4.5 0 "{ 12 TYP. b THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO +s5'_o" T.O_TB_--� COMPLY WITH ALL APPLICABLE CODES. @ CENTRAL TOWER 12 4.5 6 2 TYP. 19 � n O A-5.1 ---------------------------------- @ FUTURE SUITE 201 1 :J 1 12 TYP.5 - r 2 -------------- -- ------------------------------- ---- ------ - @ ENTRY LOGGIA ------ 10 24 10 6 1 1 �o 1 5 b 3 2 22 1 t 1----- N�1--------F------"-- 0'-0" EREF. FL — - - 12 �TYP. a 17 / @FUTURE SUITE 200 roweR @FUTURE SUITE � 200 .. + I T-O" T.O.TB. @ENTRY LOGGIA + 14'-0" T.O. SLAB � @SECOND FLOOR 12 � TYP. 5 2 6 10 4 0 6" 2 22 0 N FL - FL. ELEV KEYED NOTES OSCONCE LIGHTS (SEE ELEVATIONS FOR HEIGHTS). O STUCCO/FOAM BANDING. O3 STUCCO QUOINS, O4 42" METAL RAILING ODECORATIVE DOMED WINDOW CANOPY. OSTUCCO/ FOAM OUTRIGGERS OALTUSA SPANISH '5'CLAY TILE ROOFING. ODECORATIVE SLOPED FIAT WINDOW AWNING.. ODECORATIVE STUCCO/ FOAM DIAMOND. 10 STUCCO/ FOAM MOLDING 11 STUCCO/ FOAM SILL. 12 CATCHBOX AND DOWN SPOUT. 13 a" X b" SCORED STUCCO FINISH, 14 STIPPLED CAST STONE STUCCO FINISH. 16 DECORATIVE STUCCO/FOAM MEDALLIONS. 16 STUCCO/ FOAM CROWN MOLDING. 17 DECORATIVE SQUARE STUCCO/ FOAM MEDALLIONS. la TEXTURED STUCCO FINISH. 19 DECORATIVE ANGLED CORNERS. 20 STUCCO/ FOAM TRIM TYPE'A'. 2j STUCCO/ FOAM TRIM TYPE'B'. 22 STUCCO/ FOAM TRIM TYPE 0. 23 OVERFLOW SCUPPER. 24 STUCCO/FOAM WINDOW #DOOR SURROUND. 25 STUCCO/FOAM PARAPET CAP. PATES RAINHO ARCHITECTS INC. CUSTOM •RESIDENTIAL •COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX: 561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com date SEPTEMBER 15, 2006 approved D.A.R. job no; 06-0943 revielonw. L. co CIO z 4lJ — U Q z U MQ a) T W a o = U U LLI o CLf Q •� J FINAL SUBMITTAL SET 12-20-07 SEAL >rroo7 KELLY PATES FLORIDA AR 13706 sheet no. A-3.2 or 18 s,ta Copyright 02007 Yates Rainho Architects Inc. SCALE : 3/16" = I'-0" 0 0 0 i VE ��Ei►51 " 5 0 2 12 �TYP. a A AI.1 A BI, I rva 12 �4.5 0 "{ 12 TYP. b THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO +s5'_o" T.O_TB_--� COMPLY WITH ALL APPLICABLE CODES. @ CENTRAL TOWER 12 4.5 6 2 TYP. 19 � n O A-5.1 ---------------------------------- @ FUTURE SUITE 201 1 :J 1 12 TYP.5 - r 2 -------------- -- ------------------------------- ---- ------ - @ ENTRY LOGGIA ------ 10 24 10 6 1 1 �o 1 5 b 3 2 22 1 t 1----- N�1--------F------"-- 0'-0" EREF. FL — - - 12 �TYP. a 17 / @FUTURE SUITE 200 roweR @FUTURE SUITE � 200 .. + I T-O" T.O.TB. @ENTRY LOGGIA + 14'-0" T.O. SLAB � @SECOND FLOOR 12 � TYP. 5 2 6 10 4 0 6" 2 22 0 N FL - FL. ELEV KEYED NOTES OSCONCE LIGHTS (SEE ELEVATIONS FOR HEIGHTS). O STUCCO/FOAM BANDING. O3 STUCCO QUOINS, O4 42" METAL RAILING ODECORATIVE DOMED WINDOW CANOPY. OSTUCCO/ FOAM OUTRIGGERS OALTUSA SPANISH '5'CLAY TILE ROOFING. ODECORATIVE SLOPED FIAT WINDOW AWNING.. ODECORATIVE STUCCO/ FOAM DIAMOND. 10 STUCCO/ FOAM MOLDING 11 STUCCO/ FOAM SILL. 12 CATCHBOX AND DOWN SPOUT. 13 a" X b" SCORED STUCCO FINISH, 14 STIPPLED CAST STONE STUCCO FINISH. 16 DECORATIVE STUCCO/FOAM MEDALLIONS. 16 STUCCO/ FOAM CROWN MOLDING. 17 DECORATIVE SQUARE STUCCO/ FOAM MEDALLIONS. la TEXTURED STUCCO FINISH. 19 DECORATIVE ANGLED CORNERS. 20 STUCCO/ FOAM TRIM TYPE'A'. 2j STUCCO/ FOAM TRIM TYPE'B'. 22 STUCCO/ FOAM TRIM TYPE 0. 23 OVERFLOW SCUPPER. 24 STUCCO/FOAM WINDOW #DOOR SURROUND. 25 STUCCO/FOAM PARAPET CAP. PATES RAINHO ARCHITECTS INC. CUSTOM •RESIDENTIAL •COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX: 561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com date SEPTEMBER 15, 2006 approved D.A.R. job no; 06-0943 revielonw. L. co CIO z 4lJ — U Q z U MQ a) T W a o = U U LLI o CLf Q •� J FINAL SUBMITTAL SET 12-20-07 SEAL >rroo7 KELLY PATES FLORIDA AR 13706 sheet no. A-3.2 or 18 s,ta Copyright 02007 Yates Rainho Architects Inc. SCALE : 3/16" = I'-0" FINAL SUBMITTAL SET 12-20-07 SEAL >rroo7 KELLY PATES FLORIDA AR 13706 sheet no. A-3.2 or 18 s,ta Copyright 02007 Yates Rainho Architects Inc. SCALE : 3/16" = I'-0" + 17'-0" T.O.TB. III 0 +28'-10" T.O.TB. A -A A-5 1 1 I 6 Al. +24'- 10" A-I.I A -I +35'-O" +35'-0" +35'-0" T.O.PARAPET T.O.TB. T.O.TB. 1 +26'-O" +35'-O 1 T.0 TB. T.O.TP. I I c JL 7— -- — -- — — — — I — — — — 1 II 1 I I II 1 I III NII 1 II -- - I 1 - -- 1 I I I I I I I I II II 1 I II 1 I I I II I I I I 1 II I i J 1 II I rr I II - - rI II I 1 II II I I 11 11 1 ii 1 i t I I II 1 I I II I L —IT 1 I II I II I — i I I 9 R I F 1 1 I I 1 1 I 1 1 I 1 1 1 1 I +26'-0B" T.O.T. 1 + ITT-0" 1 T� C TB I 1 I A -A A-5 ROOF PLAN 9-13 A-5 :RFLOW SCUPPER (0.5.) CATCH13OX AND 'ICAQ I DOWNSPOUT (D.5.) (TYPICAL) +20'-0" I +24'- I O" T.O.T5. T.O. PARAPET 1 +23'-10" T.O. PARAPET s. �r �� 0.5. - - SLOPE SLOPE I SLOPE 11/�%PT MIN. I/4"/F7 MIN. I/�"/FT MI I FLAT ROOF 1 I z ROOFTOP1 MENT z I w (TYp. OF 14, VL J) I w I 1 LO zO El ANY II P 1 lury 1 I I I I I 1 I — I II I I -4100 1 1 I 1 A I I I I I I 1 I �- 4 1 2-10' '01 1� I -- -_ _- - r- -- _ i r 1-- i _ }- - - - - + 19'-0" +28'-10 " 1 T.O.TB. I T.O.TB. +35'-0" I +35'-0" 1 +35'_O" T.O.TB. 1 T.O.TB. 1 T.O.TB. 1 + T.O.TB. I ' 1 - 1 1 A-5.1 A-5.1 A-5 N� r +I T.O.TB. + 17'-0" T.O.TB. YATES RAINHO ARCHITECTS INC. CUSTOM • RESIDENTIAL • COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL: 561-493-1500 FAX: 561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com MEMBER: GOPWVILDERSA0, i° 9>fz Hopes aid date: SEPTEMBER 15, 2006 approved: D.A.R. job no: 06-0943 revisions: U �U z p r O to E Q u- Q © 3U w U = O U co W 0 cri J O w H (A C0 FINAL SET L� 12-20-07 SEAL '•,Ff''r '%u I KELLY FLORIDA sheet no. A�4 of 18 slhts Copyright 0 2007 Yates Rainho Architects Inc. SCALE : 3/16" = r-0" TEXTURED STUCCO FINISH ON CMU (SEE ELEVATIONS) _7z STUCCO REGLET FLASHING ALTUSA SPANISH '5' CLAY _ - TILE ROOF IS/32" PLYWOOD SHEATHING 1 1/2' CORRUGATED MTL DECKING I 5 1/2' IGYNENE R-20 INSULATION PRE-ENGINEERED MTL TRUSSES a 45" O.C. ROOF DETAIL SCALE:I 1/2'=I'-0' TUGCO ON S' CMU CASING BEAD AND CAULK W/ SEALANT-- - CONT. P.T. Ix WOOD STRIP W/ \`\ 3/0' DEEP SAW KERFS is 1'-0' O.G. FASTENED W/ POWER \ DRIVER FASTENERS m 2'-0' TOP 4 BOTTOM IN STAGGERED PATTERN ALUM. FLASHING STUB ( - NAILED 6 6' O.C. BASE FLASHING ON CONT. 4' FIBER CANT STRIP 8. T/BEAT" ROOFING MEMBRANE—� gLOr ° a ° EL Q EXP. JT. FILLER ° m Q EPICORE <° ° STEEL BEARING PLATE CONC. SLAB SEE STRUCT. DWG5.) A, NOTE: SEE DWG A4 FOR ROOF SPc - L STL. BEAM (SEE STPuCT _ ROOF DETAIL SCALE:I 1 /2' = I' - O' LENGTH 4S REQUIRED 2 1/2" 11 S" 12" BOOT -4' CANT LINE OF CATCH BOX ENCLOSURE r o o F I C SL-E TO SCUPPER 0 o PRECAST CONC. i SCUPPER SET IN DRY PACK I �J r� 0 SLOPE CANT TO FOL_CIIJ 1 — ROOF SLOPE SCUFF)ER i"LAN SCALE:( I/2'=1'-O' PRE-ENGINEERED MTL TRUSSES e 40" O.G. 12 ALTU5A SPANISH 'S' CLAY 4.5 TYP. TILE ROOF 112/32" PLYWOOD SHEATHING: 1 1/2' CORRUGATED MTL DECKING 5 I/2' IGYNENE R 20 NSULATION 2X2 MTL DRIP EDGE 0 0rj� nmum/\ ROUGH SAWN IX2 0 0 DRIP STRIP 2XI0 ROUGH SAWN FASCIA ° MTL FASCIA BRACKET 4 SECURED TO TRUSS a °, ° a o d STUCCO ON HI -RIB MTL. LATH a ° STUCCO OVER FOAM Ile CROWN MOLDING TEXTURED STUCCO FINISH GONG. TIE BEAM (SEE STRUCT. DWGS.) 2 1qlz'vvr L�1Z I ?L SCALE:I 1/2' = STUCCO ON 0' CMU REMOVABLE 6"X6° GALv. MTL BIRD SCREEN IN MTL. FRAME. - SCREUJ IN PLACE a 4" O.C. 2 1/2' 5- COLLECTOR BOX 2' 1/2" CONTINUOUS CAULK SET IN CONT. BED OF _ SEALANT (TYPICAL) PRECAST CONC. SCUPPER METAL LINER SET IN CONT, BED OF - SEALANT (TYPICAL) I! ! III , 4 COLLECTOR BOX Ilk I 0' DIA. MTL 1/2' _ c" - � 1 1/2' DOWNSPOUTS MTL, STRAP 3/4' STUCCO (MIN.) ON MTL LATH ON 5/0" DENS GLASS GOLD = __ _20 &l SCUPPER SECTIO SCALE:1 1/2'= I' - ROLL FLASHING DOWN I' INTO VENT BASE FLASHING WATER CUT-OFF MASTIC 8 ST. STL. CLAMPING RING PRE -MOLDED PIPE SEAL z y TWO PLIES OF FELT SET IN MASTIC SEALANT 4" 4° 4" GAFGLAS PLY SHEET BASE FLASHING DE( ROl BO: REMOVABLE STRAINER CLAMPING RING RUN ROOF MEMBRANES INTO ROOF DRAIN BODY, SEAL ALL EXPOSED ENDS TAPER ROOF INSULATION TO A MINIMUM 2" CONC. DECKING �1 ROOF DfRAIN DETAI N.1 PROVIDE ADDITIONAL LAYER OF BASE FLASHING AT PARAPETS MORE THAN 24' HIGH BUILT-UP BASE FLASHING STUCCO ON 6' CMU SET ON PLASTIC CEMENT UP AND OVER TOP OF MASONRY FOR PARAPETS UNDER 24" H. (OTHERWISE SIM. TO DETAIL 5/A4.1) CONT. CANT STRIP BASE FLASHING I j 8„ ON CONT. CANT STRIP (VERIFY W/ MANUF.) MIN. ROOF CRICKET T/BEAM CONIC. TIE BEAM ' ° (SEE STRUCT. DWGS.) a' °a °a a 8. °d i < o a a > a n GAFGLAS MEMBRANE ON GAFGLAS FELT ON GAFGLAS VENTING BASE SHEET INSULATION OVER METAL DECK ROOF VENT STACK DETAIL 170 CONIC. SLAB I' EXP. JT. FILLER FILE C i� ALUM. PIPE BRACKET— RUBBER GASKET - PVC STREET ELBOW (90) GROUND SURFACE LINE -�� STREET ELBOW TO RECEIVE (b" ROUND DOWNSPOUT DOWNSPOUT 6' PVC DRAIN BREAK NOTE: REFER TO CIVIL DWGS FOR FURTHER INFORMATION. SPOUT DETAI SCALE:( 1/2'=I'- CJ VARIES SLOPE ► q ° q ° v a � q ° MTL FLASHING - I 1 1/2 STUCCO ON S' OR 12' CMU (BOTH SIDES) L FOAM PARAPET CAP VARIES EXTERIOR ROOF SIDE !REFER TO PLANS) BILCO TYPE 'FR' 2 PR FIRE RATED ATTIC ACCESS SCUTTLE SIZE: 30" X 30' PRE-ENGINEERED MTL TRUSSES a 48' O.G. BEYOND 4 a ® STAIRWELL r 4" CONC. SLAB 1 HR RATED CLG. ° SEE DETAIL I/A-io OSHA APPROVED ACCESS LADDER WITH 1 1/4' DIA. STEEL RUNGS. ATTACH TO WALL AT THIRD POINTS. PROVIDE FILLED CELLS IN WALL AT ATTACHMENT POINTS. ATTIC ACCESS DETAI SC'AI F•I'-I'- YATES RAINHO ARCHITECTS INC. CUSTOM • RESIDENTIAL • COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com MEMBER: G C 43 A dale: SEPTEMBER 15, 2006 approved: D.A.R. job no: 06-0943 revisions: W W U z U L _J T O m q U w U = O U m C/3 (P W O cd D W O cf) a j �J^ V ) FINAL SUBMITTAL SET 12-20-07 _yClz "0 KELLY . Y ES FLORIDA '13706 sheet no. A-4.1 Iof 18 shts I Copyright 0 2007 Yates Rainho Architects Lic. +35-0" T.O.TB. _ @ CENTRAL TOWER -------- ---- STUCCO/ FOAM BANDING. —� SEE (I/A-G) TYPICAL WALL SECTION FOR FASCIA CONDITION �If +2G'-0" T.O.TB. @ FUTURE SUITE 200 STUCCO/FOAM CROWN MOLDING. TEXTURED STUCCO FINISH (TYP.) DECORATIVE SLOPED FLAT WINDOW AWNING. + 14'-0" T.O. SLAB _ @ SECOND FLOOR. DECORATIVE DOMED WINDOW CANOPY. — STUCCO QUOINS.—\ STUCCO/ FOAM TRIM TYPE'C' STUCCO/ FOAM BANDING.— +0'-0" REF. FIN. - - — - - --------- FL. ELEV m 12 8 12 4.5 TYP. 5/8" TYPE 'X' GYP. BOARD ON 7/8" MIN. RESILIENT FURRING CHANNELS FUTURE SUITE 200 8" HOLLOW CORE SLAB W/ 2" TOPPING. `11 SLAB BUILDING SECTION 'A A' SCALE : 3/16" = 1'-0" NN L HANGING LIGHT FIXTURES IN COVERED AREAS NOT SHOWN, STUCCO/ FOAM PARAPET CAP. +20-0" T.O.PARAPET + 1 T-5" T.O.DECK. - - - - - - - TEXTURED STUCCO FINISH (TYP,) DECORATIVE DOMED WINDOW CANOPY. STUCCO/ FOAM TRIM TYPE Cl STUCCO/ FOAM BANDING. +0'-G" REF. _FIN. 11_FL ELEV rA•�111�114� L C-C A-51 1 FRE-ENGINEERED MTL TV5ES @ 48" O.C. 1 1 of of I O 1 1 8" THICKENED EDGE W/ KEY SEE STRUCTURAL DWGS FOR ADDITIONAL INFORMATION Cc A 5.1 12 4.5 iYF' EPICORE CONC. SLAB — — / SLOPE /47FT STL BEAM 5TL COL. - FUTURE RESTAURANT SLAB CC A 5.1 i i CC A-51 ACOUSTICAL TILE DROP CEILING d GRID F ill ACOUSTICAL TILE DROP CEILING E GRID 4" CONC SLAB 5 1/2" ICYNENE R-20TO BE APPLIED TO UNDERSIDE OF THE ROOF DECK IN CONTINUOUS 5ECTION5 FUTURE SUITE 102 5 1/2" ICYNENE R-20 TO BE APPLIED TO UNDERSIDE OF THE ROOF DECK IN CONTINUOUS 5ECTION5 PRE-ENGINEERED MTL TRUSSES @ 48" O.G. FUTURE 12 TYP. 18 12 TYP. 4.5 5PANI5H '5TILE ROOFING. -------- @ E&T T. L TOWER - @ CENTRAL TOWER STUCCO/FOAM DECORATIVE OUTRIGGER (rYP.) TEXTURED STUCCO FINISH. \ DECORATIVE ANGLED CORNERS. ------------------------------------- +2G-04T.O.TB_ -- @ FUTURE SUITE 201 STUCCO/ FOAM MOLDING 12 TYP. 5 -------------------- - @ ENTRY LOGGIA + 14'_0" T.O.SLAB --------- -- -------------- - @ SECOND FLOOR +0'-0" REF. FL ------------------------- ------------------------ FL. ELEV THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. WE COPY 5PAN15115' TILE ROOFING. -------------------- +28'-10 T.O_TB_-- @ FUTURE RESTAURANT \ TOWER STUCCO/FOAM _ CROWN MOLDING. TEXTURED STUCCO FINISH. 12 TYP. 5 + 19 -0" T.O.TB. ^"{ @FUTURE RESTAURANT - - _ + 1 T-O" T.O.-LB. - - @ ENTRY LOGGIA STUCCO/FOAM DECORATIVE OUTRIGGER ".) STUCCO/ FOAM BANDING. STUCCO/ FOAM MOLDING YATES RAINHO ARCHITECTS INC. CUSTOM • RESIDENTIAL • COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX: 561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com date: SEPTEMBER 15, 2006 approved: D.A.R. job no. 06-0943 revisions; W a) z U it Q ( T O m E LL Q z O m ca U1 Ill o CIO ® W F- Q J VJ FINAL SUBMITTAL SET 12-20-07 SEAL FLORIDA AR 13706 sheet no. BUILDING SECTION 'B B' SCALE : 3/16" = 1'-0" NOTE: HANGING LIGHT FIXTURES IN COVERED AREAS NOT SHOWN. I Of 18 shts I Copyright C 2007 Yates Rainho Architects Inc. 5 1120 ICYNENE R-20 TO BE APPLIED TO UNDERSIDE OF THE ROOF DECK IN CONTINUOUS SECTIONS 1 1 1 irftl E l f' l f l l PI' 11 Of NI111 _ RESTAURANT D TRUSSESN� REO L �+ 17'-0' T.O.T_B. \'1 5 TYP. ' @ ENTRY LOGGIA / 1 , / + tY FIN. . ELEV ---s\ � SEE (I /I TYPICAL WALL SECTION FOR FASCIA CONDITION + 17'-0" T.O_.TB.F " @ ENTRY LOGGIA ` STUCCO/FOAM DECORATIVE OUTRIGGER (TYl 12 5 TYP. C. FUTURE RESTAURANT I I � I IF --�FUTURE 5LAB ------- STUCCO/ FOAM MOLDING HANGING LIGHT FIXTURE STUCCO/FOAM TRIM TYPE'C'. nl STUCCO/FOAM - BANDING. PAVERS +0'-0" REF. FIN. FL. ELEV PRE: -ENGINEERED MTL TRUSSES @ 48" O.C. 5/8" DENS GLASS GOLD EXTERIOR SHEATHING ON MTL STUD FRAMING. FINISH W/ TEXTURED STUCCO. PRE-ENGINEERED MTL TRUSSES @ 48' O.C. 5/8' TYPE 'X' GYP. BOARD ON 7/8' MIN. RE51UENT FURRING CHANNELS FUTURE SUITE 203 W/ �2" TOPPING. �� vv �✓ O BEAM 5TL COL. — B-B Ai BUILDING SECTION 'C -C' SCALE : 3/1V = Ii W L HANGING LIGHT EU(1URES W COVERED AREAS NOT SHOWN. 5 1/2" ICYNENE R-20 TO BE APPLIED TO UNDERSIDE OF THE ROOF DECK IN CONTINUOUS SECTIONS SEE (I /A-G) TYPICAL WALL SECTION FOR FASCIA CONDITION @ FUTURE SUITE 200 STUCCO/FOAM CROWN MOLDING. TEXTURED STUCCO FINISH (TYP.) �12 4.5 I TYP. 5/8" TYPE 'X' GYP. BOARD ON 7/8" MIN. RESILIENT FURRING CHANNELS PRE-ENGINEERED MTL TRUSSES @ 48" O.C. 8" HOLLOW CORE SLAB STUCCO/ FOAM MOLDING W/ 2" TOPPING. + 14'-0" T.O. SLAB - - - --------- -0-i @ SECOND FLR 5/5" DENS GLASS GOLD EXTERIOR SHEATHING ON MTL STUD FRAMING. FINISH W/ TEXTURED STUCCO. O HANGING LIGHT N FIXTURE STUCCO QUOINS. STUCCO/FOAM FUTURE SLAB TRIM TYPE'C'. STUCCO/FOAM PAVERS BANDING. +0'-0" REF. FIN. - - - - ------ FL. ELEV ---- --------------- i N m TEXTURED STUCCO FINISH (TYP.) BREEZEWAY 4" CONIC SLAB SLOPE I/4'/FT SLOPE 1/411 5PAN15H 'S' TILE ROOFING. A_A A-5 IUIi1YIg11111Fl1111►111111p11(I�fIIIIIIIVII/ • • !l1gjJ : -- r • r - r - -1 ��UIUI/l/JO� • • - • � r • DROP CEILING # GRID iv 5/8" TYPE 'X' GYP. BOARD ON 7/8' MIN. RESILIENT FURRING LOBBY #2 CHANNELS IE SUITE 02 0O I �W/ 2�TOPPINORE SLAB O I —ACOUSTICAL TILE N -- —STL BEAM DROP CEILING # GRID ' m LOBBY #1 ® ®I� El ® SUITE 11002 0 FUTURE SLAB 511 THICKENED EDGE KEY V �\ 4" CONIC S IB i SEE STRUCTURAL DWG OR 5 1/2" ICYNENE R-20 TO 1 c BE APPLIED TO UNDERSIDE 8 TYP, OF THE ROOF DECK IN CONTINUOUS SECTIONS SEE (I /I TYPICAL WALL SECTION FOR FASCIA CONDITION +35'-0" T.O_.T_B. @ CENTRAL TOWER r STUCCO/FOAM- DECORATIVE - OUTRIGGER (TYP.) - TEXTURED STUCCO FIN15H (IYP.) - STUCCO/FOAM _ TRIM TYPE'A'. STUCCO/FOAM7 MOLDING - 42" METAL RAILING G" HOLLOW CORE SLAB W/ SLOPED TOPPING. STUCCO/FOAM MOLDING + 14'-0" T.O_SLAB ----- SLOPE I/4"/Ff @ SECOND FLR o0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a Q Q a0 0000000 0 r MTL STUD FRAME OUT CONNECTED TO CONC. BEAM STUCCO QUOINS. STUCCO/FOAM TRIM TYPE'C'. STUCCO/FOAM BANDING. PAVERS +0'-O" REF. FIN. --- ------------- FL ELEV AA A5 +2G'-0" T.O.T_B._ @ FURE_TUSUITE 200 + IT -Om T.O.TB._ @ ENTRY LOGGIA -------+14'-0'T_O. SLAB @ SECOND LOORR 5 1/2" ICYNENE R-20 TO BE APPLIED TO UNDERSIDE OP OF THE ROOF DECK IN CONTINUOUS SECTIONS J'f 8 T I 12 SEE (I /A-G) TYPICAL WALL SECTION FOR PRE-ENGINEERED MTL FASCIA CONDITION ��� _ TRUSSES @ 48" O.C. +35'-0" T.O_.T_B. @ CENTRAL TOWER r - STUCCO/FOAM TYPE 'X' GYP, BOARD ON DECORATIVE - 5/8" TYPE 'X' GYP. BOARD 7/8" MIN. RESILIENT FURRING OUTRIGGER (TYP.) 7/8" MIN. RESILIENT FURR CHANNELS CHANNELS PRE-ENGINEERED MTL TEXTURED STUCCO TRUSSES @ 45" O.C. FINISH (TYPJ STUCCO/FOAM 77 TRIM TYPE W. 5/5" DENS GLASS GOLD EXTERIOR SHEATHING ON STUCCO/ FOAM MTL STUD FRAMING. MOLDING FINISH W/ TEXTURED - STUCCO. P S AND ALL PROPOSED WORK HA � 1 TJ CT TO ANY CORRECTIONS 42" METAL RAILING FIXT REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY ORDER D STUCCO/ FOAM 8" HOLLOW CORE SLAB COMPLY WITH ALL APPLICABLE CODES, MOLDING W/ 2" TOPPING. 8" HOLLOW CORE SLAB W/ 2" TOPPING. + 14'-0" T.O. SLAB @ SECOND FLR '' 0000000 5/8" DENS GLASS GOLD EXTERIOR SHEATHING ON MTL STUD FRAMING. FINISH W/ TEXTURED STUCCO. HANGING LIGHT STUCCO QUOINS. FIXTURE CAM 5/8" DENS GLASS GOLD TRIM TYPE EXTERIOR SHEATHING ON MTL STUD FRAMING. FINISH W/ TEXTURED STUCCO/FOAM STUCCO. BANDING. FUTURE SLAB +O'-0" REF. FIN. - ---------- FL ELEV - - - YATES RAINHO ARCHITECTS 10 INC. CUSTOM IF RESIDENTIAL IF COMMERCIAL AA-0002536 5707 SOUTH DD IE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net www.ym-design.com MEMBER: �-'CH'' } date: SEPTEMBER 15, 2006 approved: D.A.R. job no: 06-0943 revisions n� W nC W U �U z m ^` Q LL a CE C 0 U = 0 m co j W 0 cd J . 3 W 1! a FINAL SUBMITTAL SET 12-20-07 SEAL FLORIDA AR 13706 sheet no. A-5.1 BUILDING SECTION 'D' SCALE: 1/4" = Il BUILDING SECTION 'E' SCALE : 1/4" = T-O" BUILDING SECTION 'F' SCALE: 1/4' = Ii BUILDING SECTION I SCALE: I/4" = 1'-0' I of 18 shts I Of © 2007 Yates Rainho Architects Inc. PROVIDE FIRESTOPPING SEALANT STUDS STRAIGHT TO STRUCTURE ABV. BRACE AT 4'-0" O.C. - (CONTRACTORS OPTION) ACOUSTICAL BATT INSULATION (TYPICAL) I LAYER 5/8" TYPE 'X' - GYPSUM WALL BOARD INSTALLED AT FUTURE TENANT IMPROVEMENTS. PT 2X PLATE SILL WALL TYPE W1 SEE DETAIL 3/A-G. ACOUSTICAL TILE CEILING GRID @ 10'-0" A.F.F. I LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD 18 GA. G" METAL STUDS AT 1'-4" O.C. FINISHES AND BASE T.B.D. INSTALLED AT TENANT IMPROVEMENTS. NO SCALE I HP RATED PARTITION (SEE DETAIL 2/A-6) SEE DETAIL 3/A-G. STUDS STRAIGHT TO STRUCTURE ABV. BRACE AT 4'-0" O.C. ACOUSTICAL TILE CEILING (CONTRACTORS OPTION) l GRID @ 1 0'-0" A.F.F. ACOUSTICAL TILE CEILING GRID @ 0'-0" A.F.F. 12" GYPSUM WALL BD PT 2X SILL PLATE — WALL TYPE W2 NO SCALE UL DESIGN NO. P521 ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED W/ LONG DIMENSION PARALLEL TO TRUSSES ON 7/6" MIN. RESILIENT CHANNELS (PERPENDICULAR TO TRUSS) @ I G" O.C. U51NG I " TYPE 'S' DRYWALL SCREWS @ 12" O.C. ON BOTTOM CHORD OF MTL TRUSSES. 1 HR CEILING 1 11 nGclrZKl Kin 1A/P 19M 2 (TYP. BOTH SIDES) 16 GA. G" METAL STUDS AT I'-4" O.C. FINISHES AND BASE T.B.D. INSTALLED AT TENANT IMPROVEMENTS. ONE LAYER 5/6" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 3-5/8" METAL STUDS I G" O.C. 2. 1 " TYPE S DRYWALL SCREWS 8" O.C. TO VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM. 3. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24" O.C. 1 HR PARTITION WALL SCALE: 1 I " MINIMUM CLEARANCE FOR DEFLECTION \ 1 3/4" DEEP LEG CHANNEL - SECURED TO STRUCTURE ABOVE DO NOT SECURE STUD TO CHANNEL SUPPORT CHANNEL HORIZONTAL BRIDGING AS REC)'D ALTU5A 5PAN15H'5'C LAY TILE ROOF INSTALLED PER LOCAL CODES AND N5 PER MANUF. INSTRUCTIONS S RECOMMENDATIONS DN (1) LAYER 90# FELT HOT -MOPPED TO (1) IAYEK 30# FELT (TIN -TAGGED) ON 19/ 2" PLYWOOD (EXTERIOR GRADE) SHEATHING CN 1 112" MTL DECKING, NAILED PERFENDICUDkRTO FRAMING END JOINTS STAGGE D W/6d RING SHANKS (0. 1 1 3"DIA. MIN.) OR I Od NAILS @ G" O.C. THROUGHOUT, 4" O.C. @ GABLE ENDS t 4" @ DIAPHRAGM BO NDARIE5 � T.O.T.B. 2X2 COPPER DRIP ED E ON ROUGH SAWN I X2 DIRIFSTPIP OVER 2X 10 FASCIA ROUGH SAWN FINISH ON MTL BRACKET (TYP.) SECURE W/ (2) I Gd @EA. TRUSS. STUCCO ON HI -RIB tv T'L LATH 13'-2" A.F.F. WINDOW HEAD HEIG T (U.N.O.) STUCCO OVER FOAN CROWN MOLDING (SEE ELEV5 FOR LOG TIONS) STUCCO/ FOAM WINE OW SURROUND (SEE ELEVATION FOR LOCATIONS) — TAPER STUCCO FOR DRIP CAULK SEE ELEVATIONS d F I AME TYPES ON SHEET A-7 FOR STORE FRONT TYPE, SIZE, 8 LOCATI DN. CAULK TAPER STUCCO FOR DRIP WINDOW TRIM (SEE ELEVATION FOR LOCATIONS.) CAST -IN -PLACE CON SILL SEE STRUCTURAL D G FOR REINFORCING. TEXTURED STUCCO INI5H ON 12" CMU (5EE E EVATION5) - REFERENCE FINISHED FLOOR FIN. GRADE D 5 112" ICYNENE K-20 TO BE APPLIED TO UNDERSIDE OF THE ROOF DECK IN CONTINUOUS SECTIONS 12 4.5 M — JEERED MTL @ 48" O.G. r FUTURE FINISH CEILING MATERIAL TO BE INSTALLED AS PER TENANT REQUIREMENTS li UNDER SEPARATE PERMIT. FURRING, GYPSUM BOARD 4 INSTALLATION BY FUTURE TENANT 21-011 ' OVERHANG SEE STRUCTURAL DWG5 FOR STRAP AT EACH TRU55 EMBEDDED INTO GONG. BEAM AND FASTENED OVER TOP CHORD OF TRU55 (SEE ROOF RAINING PLAN FOR DETAILS.) P.T. WD. BUCK NOTE: GLAZING SHALL BE IMPACT RATED U.N.O. NOTE: SEE SHEET A-G 4 STRUCTURAL DWG5 FOR FURTHER INFORMATION. FUTURE FUR FIN15H MATERIAL TO BE INSTALLED A5 PER TENANT REQUIREMENTS UNDER SEPARATE PERMIT. " FUTURE FXPAN51ON LJOINT i FUTURE SLAB NOTE: 4" FLOATING CONC.SLAB FOR INTERIOR 5PACE5SHALL BE POURED BY TENANTREQUIREMENTS UNDER SEPARATE PERMIT. COMPACTED FILL A5 PER FOUNDATION PLAN. SEE STRUCTURAL DWG5 FOUNDATION INFORMATION ALTU5A 5PANI5H'5' CLAY TILE ROOF INSTALLED PER LOCAL CODE5 AND AS PER MANUF. INSTRUCTIONS b RECOMMENDATIONS ON (1) LAYER 90# FELT HOT -MOPPED TO (1) LAYER 30# FELT (FIN -TAGGED) ON 19/32" PLYWOOD (EXTERIOR GRADE) SHEATHING ON 1 112" MTL DECKING, NAILED PERPENDICULAR TO FRAMING END JOINTS STAGGERED W/8d RING 5HANK5 (0. 1 13"DIA. MIN.) OR I Od NAILS @ G" O.G. THROUGHOUT, 4" O.G. @ GABLE ENDS 4 4" @ DIAPHRAGM BOUNDARIE . EL. +20-0' T.O. BEARI NG 2X2 COPPER DRIP EDGE ON ROUGH SAWN I X2 DRIP STRIP OVER 2X 10 FA5CIA ROUGH SAWN FINISH ON MTL BRACKET (IYPJ SECURE W/ (2) I Gd @EA. TRUSS. STUCCO ON HI -RIB STUCCO OVER FOAM CROWN MOLDING (SEE ELEV5 FOR LOCATIONS) VARIES (SEE ELEVATION) WINDOW HEAD HEIGHT TAPER STUCCO FOR DRIP CAULK 2'-0" OVERHANG SEE ELEVATIONS b FRAME TYPES / ON SHEET A-7 FOR STORE FRONT TYPE, SIZE, 6 LOCATION. / CAULK TAPER STUCCO FOR DRIP — WINDOW TRIM (SEE ELEVATION FOR LOCATIONS.) CAST -IN -PLACE GONG. SILL 5EE STRUCTURAL DWG FOR REINFORCING. EL. + 14'-0" — — — — — — — — — — — — — — — — — — — — — T.O. SLAB FILE COPY THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. TEXTURED STUCCO FINISH ON 8" CMU (5EE ELEVATIONS) EL. 0'-0" REFERENCE FINISHED FLOOR - FIN. GRADE 0 5 112" ICYNENE R-20 TO BE APPLIED TO UNDERSIDE OF THE POOP DECK IN CONTINUOUS SECTIONS 12 4.5 YP/ PRE-ENGINEERED MTL TRUSSES @ 48" O.C. 5/8" TYPE 'X' GYP. BOARD ON 7/8" MIN. RE51LIENT FURRING CHANNELS ON MTL TRUSSES @ 48" O.C. (SEE DETAIL I/A-G) NOTE: GLAZING SHALL BE IMPACT PATED U.N.O. NOTE: SEE SHEET A-G 6 STRUCTURAL DWG5 FOR FURTHER INFORMATION. FO 0 000o00- 000 8" HOLLOW CORE SLAB W/ 2" TOPPING FUTURE EXPANSION JOINT FUTURE SLAB NOTE: 4" FLOATING GONG. SLAB FOR INTERIOR SPACES SHALL BE POURED BY TENANT REQUIREMENTS UNDER —__t__`-- — a. 6 COMPACTED FILL AS PER FOUNDATION PLAN. SEE STRUCTURAL DWG5 FOUNDATION INFORMATION PATES RAINHO ARCHITECTS INC, CUSTOM RESIDENTIAL COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL: 561-493-1500 FAX: 561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com MEMBER: date. SEPTEMBER 15, 2006 approved. D.A.R. job no. 06-0943 revisions W U V •� a 0 z U ac F 0 m LL J E a g W 5 U = 0 LlJ 0 Cd J O Q �U j VJ FINAL SUBMITTAL SET 12-20-07 Ij 2 2007 KELLY (� YA ES FLORIDA AR 1 706 sheet no. 3 METAL STUD WALL 6 SCALE: I TYPICAL WALL SECTION SCALE: 3/4" =1 '-0" TYPICAL 2- STORY WALL SECTION SCALE: 3/4" =1,-0" Of 18 shts Copyright © 2007 Yates Rainho Architects Inc. 1 TYP. t!IS�➢ TYPE A TYPE B FRAME TYPES:ALUMINUM SCALE: 112" = P-O" NOTE: VERIFY DOOR E WINDOW 5URROUND TYPES WITH ELEVATIONS. G'-4" TYP. I N TYP. 2 TYP. 7 TYPE C FRAME TYPES:ALUMINUM SCALE : 1/2" = 1'-0" NOTE: VERIFY DOOR t WINDOW SURROUND TYPES WITH ELEVATIONS. TYPE G TYPE GG FRAME TYPES:HOLLOW METAL SCALE : 112" = P-0" NOTE: VERIFY DOOR a WINDOW SURROUND TYPES WITH ELEVATIONS. TYPE D 1 1 1 2" 2 7 7 7 l P$:]Y 0-0° EE 2" o? in 2" N I TYPE II DOOR TYPES SCALE : 1/2" = 1'-0" THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. TYP. TYPE F TYPE III 7 TYPE IV STORE FRONT NOTES l 1. ALL STORE FRONTS SHALL BE MANUFACTURED FROM POWDER COAT PAINTED ALUMINUM (COLOR TO BE WHITE ESP FINISH). 2. ALL STORE FRONTS SHALL BE IMPACT -TESTED AS PER MIAMI DADE COUNTY CODE STANDARDS. CONTRACTOR SHALL SUBMIT PRODUCT APPROVAL FROM MANUFACTURER. 3. ALL STORE FRONTS SHALL HAVE SINGLE CLEAR LAMINATED IMPACT TESTED GLAZING. 4. ALL STORE FRONTS SHALL BE CAULKED WITH CONTINUOUS POLYURETHANE BASED SEALANT ON ALL SIDES. 5. CONTRACTOR SHALL VERIFY OPENINGS FOR NEW STORE FRONT PRIOR TO THEIR MANUFACTURING. G. CONTRACTOR SHALL SUBMIT STORE FRONT SHOP DWG5 FOR REVIEW BY ARCHITECT BEFORE MANUFACTURING. 7. ALL STORE FRONTS SHALL HAVE I G OZ. COPPER INTEGRAL PAN FLASHING W/ SOLDERED CORNER SEAM, G" RAISED AT JAM55 SET IN MASTIC BED. 9. ALL STORE FRONTS SHALL BE PROVIDED WITH BRICK MOLDING U.N.O. DOOR NOTES 1. ALL EXTERIOR DOORS AND THEIR FRAMES SHALL BE MANUFACTURED FROM POWDER COAT PAINTED ALUMINUM (COLOR TO BE WHITE ESP FINISH UNLESS OTHERWISE INDICATED). 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO MANUFACTURING. 3. ALL OUT SWINGING DOORS SHALL HAVE NON -REMOVABLE PINS. 4. ALL OUT SWING DOORS FACING EXTERIOR SHALL HAVE 13RA55 THRESHOLDS (PEMKO 2005 B WITH THERM05EAL IN5ERT) OR EQUAL. 5. CONTRACTORS SHALL VERIFY OPENINGS PRIOR TO THEIR MANUFACTURING. G. ALL EXTERIOR DOORS SHALL BE IMPACT TESTED AS PER MIAMI DADE COUNTY CODE STANDARDS. CONTRACTOR SHALL SUBMIT PRODUCT APPROVAL FROM MANUFACTURER. 7. ALL DOORS SHALL HAVE SINGLE CLEAR LAMINATED IMPACT TESTED GLAZING WHERE GLA55 15 INDICATED. 8. ALL EXTERIOR DOOR5 SHALL BE CAULKED W/ CONTINUOUS POLYURETHANE BASED SEALANT ON ALL SIDES. 9. ALL DOORS MUST COMPLY WITH NFPA 101 .5-2. 1 .5. 10. ALL EXTERIOR DOORS BE PROVIDED WITH BRICK MOLDING U.N.O. I I . 50LID CORE METAL RATED DOOR (COLOR FINISH SELECTED BY OWNER). 12. SOLID CORE WOOD RATED DOOR (COLOR FINISH SELECTED BY OWNER). FILF COPY O DOOR SCHEDULE LEVEL NO. 51ZE YPDTOOE DOOR PANEL FRAME FINISH HARD GROUPWARE REMARKS 100 (2) 3'-0" X 8'-0" TYPE I PAIR METAL SWING FRENCH MTL - TYPE C - - 101 (2) 3'-O" X 8'-0" TYPE I PAIR METAL SWING FRENCH MTL - TYPE C - I - 102 (2) 3'-0" X 8'-0" TYPE II PAIR METAL SWING MTL - TYPE GG SEE NOTE # 1 1 4 45 INUTE DOOR 103 3'-0" X 8'-0" TYPE IV METAL SWING MTL - TYPE G SEE NOTE # I I 5 3 GO INUTE DOOR 104 1 (2) 3'-0" X 8'-0" TYPE IV PAIR METAL SWING MTL - TYPE GG SEE NOTE # 1 1 4 4 MINUTE DOOR O 105 (2) 3'-0" X 8'-0" TYPE IV PAIR METAL SWING MTL - TYPE GG SEE NOTE # 1 1 7 4 MINUTE DOOR UL- I OG 3'-6" X 8'-O" TYPE IV METAL SWING MTL - TYPE G SEE NOTE # I I G A 4 MINUTE DOOR 0 107 (2) 3'-0" X 8'-0" TYPE II PAIR METAL SWING MTL - TYPE GG SEE NOTE # 1 1 4 2 4 MINUTE DOOR 108 (2) 3'-0" X 8'-0" TYPE I PAIR METAL SWING FRENCH MTL - TYPE C - I - 109 3'-0" X 8'-O" TYPE IV METAL SWING MTL - TYPE G SEE NOTE # I I 5 GO MINUTE DOOR V' 1 10 3'-0" X 8'-O" TYPE III WOOD SWING MTL - TYPE G SEE NOTE # 12 2 20 MIN. DR - RAISED PANEL 1 1 1 3'-0" X 8'-0" TYPE III WOOD SWING MTL - TYPE G SEE NOTE # 12 2 20 MIN. DR - RAISED PANEL 112 3'-0" X 8'-0" TYPE III WOOD SWING MTL - TYPE G SEE NOTE # 12 2 20 MIN. DR - RAISED PANEL 113 3'-0" X 8'-0" TYPE III WOOD SWING MTL - TYPE G SEE NOTE # 12 3 RAISED PANEL 114 3'-0" X 8'-0" TYPE III WOOD SWING MTL - TYPE G SEE NOTE # 12 3 RA15ED PANEL 1 1 5 3'-0" X 8'-0" TYPE IV METAL SWING MTL - TYPE G SEE NOTE # 1 1 5 GOVINUTE DOOR 3 200 (2) 3'-0" X 8'-0" TYPE I PAIR METAL SWING FRENCH MTL - TYPE F - 8 2 201 (2) 3'-0" X 8'-0" TYPE I PAIR METAL SWING FRENCH MTL - TYPE F - 8 0 O 202 3'-O" X 8'-0" TYPE IV METAL SWING MTL - TYPE G SEE NOTE # 1 1 5 GO INUTE DOOR Q 203 3'-O" X 8'-0" TYPE III WOOD SWING MTL - TYPE G SEE NOTE # 12 2 20 MIN. DR -RAISED PANEL LL- 204 3'-O" X 8'-0" TYPE III WOOD SWING MTL - TYPE G SEE NOTE # 12 2 20 M DR - RA15ED PANEL 205 3'-0" X 8'-0" TYPE IV METAL SWING MTL - TYPE G SEE NOTE # 1 1 5 GO INUTE DOOR C) C)20G 3'-0" X 8'-0" TYPE III WOOD SWING MTL - TYPE G SEE NOTE # 12 3 L.EA RAISED PANEL U w 207 3'-0" X 8'-0" TYPE III WOOD SWING MTL - TYPE G SEE NOTE # 12 3 RAISED PANEL 208 3'-0" X 8'-0" TYPE III WOOD SWING MTL - TYPE G SEE NOTE # 1 2 2 20 MIN. DR - RAISED PANEL 209 3'-0" X 8'-0.. TYPE III WOOD SWING MTL - TYPE G SEE NOTE # 12 2 20 MIN. DR- RAISED PANEL 210 2'-8" X 8'-0" TYPE III WOOD SWING MTL- TYPE G (51M) SEE NOTE # 1 2 6 GO IN. DR - RAISED PANEL HARDWARE GROUPS GROUP NO. I GROUP NO. 3 GROUP NO. 5 GROUP NO. 7 TOP E BOTTOM OFFSET PIVOTS I-I/2 PAIR BUTTS 1 112 PAIR BUTTS 2 CONCEALED CLOSERS I PASSAGE SET (LEVER TYPE) I CLOSER 3 PAIR BUTTS I CYLINDER LOCK (THUMB TURN INSIDE) I CLOSER I CYLINDER LOCK (KEYED OUTSIDE) I CYLINDER LOCK 2 PULLS I STOP I PULL I PULL 2 PUSH BARS GROUP NO. 4 1 PUSH BAR 1 72" ALUM. THRESHOLD 1 2005 AV x 72" ALUM. THRESHOLD I EXIT DEVICE GROUP NO. 8 I WEATHER-STRIP 3 PAIR BUTTS 2 CLOSERS GROUP NO. G TOPE BOTTOM OFFSET PIVOTS I EXIT DEVICE I CYLINDER LOCK (THUMB TURN IN51DE 1 1/2 PAIR BUTTS 2 CONCEALED CLOSERS GROUP NO. 2 E KEYED OUTSIDE) I CYLINDER LOCK I CYLINDER LOCK (THUMB TURN INSIDE) 1-112 PAIR BUTTS 2 PULLS I PULL 2 PULLS I KEYED LOCK (LEVER TYPE) 2 PUSH BARS 13G" ALUM. THRESHOLD 1 2005 AV x 72" ALUM. THRESHOLD I STOP 1 2005 AV x 72" ALUM. THRESHOLD I WEATHER-5TRIP I WEATHER-STRIP I EXIT DEVICE I EXIT DEVICE STORE FRONT DOOR SYSTEM: DOORS: ALUMINUM IMPACT STORE FRONT: ALUMINUM IMPACT r N.Q.A. OG-0803.05 N.O.A. 04-0 123.0 METAL IMPACT 2 N.O.A. 08-01 15.01 I N.O.A. 08-01 15.03 N.O.A. 05-0325.02 BUCK INSTALLATION CHART MASONRY TAPCON5 WOOD SCREWS MINIMUM OPENING WIDTH OR HEIGHT BRICK TO HEAD AND JAMB FRAME TO BUCK UP TO 8'-0" 114" @ 9" O.C. 4 3" MAX FROM CORNERS AS PER DOOR/WINDOW MANUFACTURER OVER 8'-0" TO 10'-0" 114" @ G" O.C. 4 3" MAX FROM CORNERS AS PER DOOR/WINDOW MANUFACTURER OVER 10'-0" TO 1 2'-0" 114" @ G" O.C. 4 3" MAX FROM CORNERS AS PER DOORMANDOW MANUFACTURER OVER 12'-0" SPECIAL INVESTIGATION NOTE: PROVIDE TAPCON5 2 114" MIN INTO CONCRETE. ►�aY o 2 zoos SL(:;F®� YATES RAINHO ARCHITECTS IF INC. CUSTOM • RESIDENTIAL • COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com MEMBER: )N� — u date: SEPTEMBER 15, 2006 approved: D.A.R. job no: 06-0943 revisions: Q1CHANGE PER ELEVATOR MANUFACTURER 2-18-08 QCHANGE PER PLAN REVIEW 2-14-08 Q3CHANGE PER FIRE REVIEW 4-16-08 L a � � U Z �U p J ^I� W m E a E Q 5 w U CO CD Co O 0 U z •� a ^^ �J Vl 0 O }ILL F— j 0 J FINAL SUBMITTAL SET 12-20-07 SEAL 4P 2 6 20U KELLY D. YATES FLORIDA AR 13706 sheet no. um Iof 18 shts I Copyright © 2007 Yates Rainho Architects Inc. YATES RAINHO ARCHITECTS INC. 0 NOTES: I. REFER TO ADDITIONAL NOTES ON DWG Al. 2, ALL ALUMINUM STOREFRONT/HOLLOW MTL, ANCHOR DEVICES SHALL BE DESIGNED PER APPLICABLE WIND LOAD CODES. 3. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 4. INTERIOR TOILET ROOM DOORS SHALL BE PREHUNG UNITS. CASING BEAD 4 CONT, SEALANT ON BOTH SIDE5 2 X P.T. JAMB WE). BUCK W/ I/a" DIA. HW4-3/4" TAPCON W/ 1 3/4" EMBEDMENT STUCCO/FOAM WINDOW ALUMINUM STOREFRONT (SEE SCHEDULE? \ 4LUMINUM WINDOW JAME i 3/4" STUCCO S" CMU STUCCO/FOAM DOOR SURROUND CONT. SEALANT CA57-IN-PLACE GONG. SILL — REFER 70 STRUCTURAL DWG5 FOR RE INFORCING — d-. I d I d a d au �. GONG. BEAM (SEE SCHEDULE) 14" X 2 1/2" PH5M5 (AB) OR 1/4" X 3 1/4" TAPCON W/MIN, 1 1/4" EMBEDMENT BACKER ROD 4 SEALANT BGTH SIDES ALUMINUM DOOR (SEE SCHEDULE) CASING BEAD MTL. STORM SHUTTER ANGLE OR TRACK STUCCO FINISH TO MATCH STUCCO TRIM. 14" X 2 1/2" PHSM5 (AB) OR 1/4" X 3 1/4" TAPCON W/MIN. 1 1/4" EMBEDMENT ALUMINUM STOREFRONT (SEE SCHEDULE) STUCCO/FOAM WINDOW SURROUND (TYP.) MTL FLASHING . i. CON7. SEALANT I' a STUCCO/FOAM SILL TRIM (TYPJ 3/4" STUCCO ON a' CMU 57UCCO/FO4M FLAT BAND (TYP.) 51 0 CASING BEAD 4 CONT. SEALANT 2 X P.T. JAMB WD. BUCK W/ 1/4" DIA. HW4-3/4" TAPCON W/ 1 3/4" EMBEDMENT STUCCO/FOAM DOOR SURROUND (TYP.) CONC. COLUMN (5EE 5TRUC DWG5) ALUMINUM DOOR (SEE SCHEDULE) T SEE DOOR SCNEp. PREHUNG DOOR 4 FRAME EXPOSED CONC. 5LA5 FLOOR FINISH MATERIAL PER FUTURE TENANT IMPROVEMENTS CONTRACT. GONG, 5LAB E PLANS AND ALL PROPOSED WORK D SUBJECT TO ANY CORRECTIONS QUIRED BY FIELD INSPECTORS THAT AAY BE NECESSARY IN ORDER TO IMPLY WITH ALL APPLICABLE CODES. SILL DETA SCALE:3'=1' CORNER BEAD CONT.SEALANT HOLLOW METAL FRAME STUCCO FILL WITH GROUT 2111/4" 3/4" FACE OF CMU FACE OF CMU DOOR GYPSUM WALL BOARD h'IETAL STUDS AT DOOR FRAME BEYOND ALUM. THRESHOLD - SET w 1/2" PREMOLDED IN FULL BED OF SEALANT EXPANSION JOINT m 4 CONC.SLAB.SEE n OUBLE MTL. STUDS 57 UCT. DWG5. R Gi. (2) 2X4 WD STUDS � PAVER WALKWAY -SEE — SEALANT DETAILS ON 5HT A-S FUTURE EXPANSION — JOINT -10LLOW METAL FRAME 5/8 2 y K%OZ e' CASING BEAD CAULK W/ SEALANT s' a: FUTURE SLAB "..9a. 4" GONG. SLAB < AD DETAIL SILL DETAIL �� J 3/4" STUCCO ON 8" CMU CORNER BEADS SEALANT 0 CONC.BEAM (SEE SCHEDULE) 14" X 2 1/2" PH5M5 (AB) OR 1/4" X 3 1/4" TAPCON W/MIN. 1 1/4" EMBEDMENT ALUMINUM STOREFRONT (SEE SCHEDULE) GYPSUM WALL BOARD METAL STUDS AT 16" O.G. DOUBLE MTL. STUDS OR (2) 2X4 WD STUDS SEALANT HOLLOW ME7ALFRAME III FILE COPY �1 J A 3/4" STUCC 8" CMU CORNER BI CASING BE CAULK W/ ° HOLLOW ME FILL WITH G SEE 5CHEG___ FARM .noitrc CONC. LINTEL OR CONC. BM. CASING BEAD CAULK W/ SEALANT CUSTOM • RESIDENTIAL - COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE S WEST PALM BEACH, FL. 33405 TEL: 561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com MEMBER: date: SEPTEMBER 15, 2006 approved: D.A.R. job na 06-0943 revisions ^. W t� ^C W it U -U a z A 0 W E T u — m E Q Q w O U = o CO Cd w O al J O Z Q •� J FINAL SUBMITTAL SET 12-20-07 I sheet no. A-7.1 Iof 18 ahte I Copyright © 2007 Yates Rainho Architects Inc. 2" j ell i i' i O O � 3 NOTE: COLORS TO BE SELECTED BY ARCHITECT. 5UBMITTAL REQ.'D FOR 12 2' APPROVAL. SECTION NOTE: SUBMITTAL REQUIRED STUCCO/FOAM DIAMOND DETAIL SCALE: 3/4' = I'-0' N TYPE 'A' 2 z" 5ECIION NOTE: SEE ELEVATION5 FOR LOCATIONS OF DIFFERENT TRIM TYPE5. NOTE: SUBMITTAL REQUIRED � STUCCO/FOAM TRIM DETAIL SCALE: 1 I/2' =1'-0' 21 -IN � m -1N O N \ -1N N 9 A v 7 NOTE: COLORS TO BE 31„ 21„ Zi„ 31„ SECTION SELECTED BY ARCHITECT. 2 2 2 z SUBMITTAL REQ.'D FOR APPROVAL. 1 '-O" NOTE: SUBMITTAL REQUIRED STUCCO/FOAM MEDALLION DETAIL SCALE: 1 1/2' = I' -0' -1N -1N I I a O - N iN -1N I 2' 19 I 2 I Z 4 2'-O" 4 SECTION NOTE: COLORS TO E SELECTED BY ARCH TECT. SUBMITTAL REQ.'D OR APPROVAL. NOTE: SUBMITTAL REQUIRED STUCCO/FOAM AM MEDALLION DETAIL SCALE: 1 -1N 24" _ Rai -IN TYPE 'B' 1 Z SECTION NOTE: SEE ELEVATIONS FOR LOCATIONS OF DIFFERS T TRIM TYPE5. NOTE: SUBMITTAL REQUIRED ST CCO/FOAM TRIM DETAIL � SCALE: I I/2' = ARIE5 -1N Ln N 2' ARIE5 S CTION NOTE: 5U5MITTAL REQUIRED ST CCO/FOAM CAP DETAIL SCALE: N I� O N 7�" 2" 2 SECTION NOTE: SUBMITTAL REQUIRED STUCCO/FOAM CROWN MOLDING DETAIL SCALE: 1 1/2' = I' -0' I" 2" N N v v TYPE 'C' SECTION THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS NOTE: REQUIRED BY FIELD INSPECTORS THAT SEE ELEVATIONS FOR MAY BE NECESSARY IN ORDER TO LOCATIONS OF DIFFERENT TRIM TYPES, COMPLY WITH ALL APPLICABLE CODES. NOTE: 5UBMITTAL REQUIRED � STUCCO/FOAM TRIM DETAIL SCALE: 1 1/2' = I' -0' NOT USED N.T.S. '- 1 OZ" 3?" V V _ "Hv mlv le cD am N N 5 1 l-2" 3" NOTE: SUBMITTAL REQUIRED STUCCO/FOAM OUTRIGGER DETAIL SCALE: 1 1/2' -1' -0' 42" -1N m � -IN 221-1" SECTION FILE COPY NOTE: SUBMITTAL REQUIRED � STUCCO/FOAM MOLDING-� DETAIL SCALE: 1 1/2'= I'-0' C1 2) NOT USED N.T.S. G YATES RAINHO ARCHITECTS INC. CUSTOM • RESIDENTIAL - COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com .iI date: SEPTEMBER 15, 2006 approved: D.A.R. job no: 06-0943 revisions: W U Q �U z O N T EC MA W J C Q 0 2 w U = 0 m C13 CP W = 0 cri J w O _j VJ FINAL SUBMITTAL SET 12-20-07 SEAL KELL ATES FLORID 3706 sheet no. A�8 Of 18 shts Copyright 0 2007 Yates Rainho Architects Inc. SERVICE BREEZEWAY FLOOR PATTERN PLAN SCALE : 3/16' = I'-0' m 2 E NTRY LOGGIA #1 FLOOR PATTERN PLAN 3/16' = I'-0' NTRY LOGGIA #2 FLOOR PATTERN 3/16' = 1'-0' FLOOK PATTERN LEGEND NOTE: ALL COLORS TO BE SELECTED AND APPROVED BY ARCHITECT. SUBMITTAL SHALL INCLUDE SAMPLES AND COLOR WHEEL. KEY PLAN N.T.S. THESE PLANS AND AND SUBJECT TC REQUIRED BY FIE MAY BE NECES, COMPLY WITH ALL D12"x 1 2" PRECAST STONE PAVER COLOR: A D12x 1 2" PRECAST STONE PAVER COLOR: B D24"x8" PRECAST STONE PAVER COLOR: A D18"x 18" PRECAST STONE PAVER COLOR: B D18"x8" PRECAST STONE PAVER COLOR: D D9"x9" PRECAST STONE PAVER COLOR: D D18"x9" PRECAST STONE PAVER COLOR: D 18"x 18" PRECAST STONE PAVER COLOR: E DPRECAST STONE PAVER DOLOR: C DPRECAST STONE PAVER COLOR: B DPRECAST STONE PAVER COLOR: A PLAN /-----, ENTRY LOGGIA #3 FLOOR PATTERN SCALE : 3/16' = 1'-0" 11W:1kiJ YATES RAINHO ARCHITECTS INC. CUSTOM • RESIDENTIAL • COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE S WEST PALM BEACH, FL. 33405 TEL: 561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com `,s date: SEPTEMBER 15, 2006 approved: D.A.R. job no: 06-0943 revisions: U •U z O Q T } m G a Q O cr U = o w m va ui w = 0 C0 J 0 u~i z •� Q � .J FINAL SUBMITTAL SET 12-20-07 SEAL KEL D. ATES FLORID 13706 sheet no. A-9 Of 18 ante Copyright © 2007 Yates Rainho Architects Inc. 4 fV T0 #b VERT. ® 24" o%, MAX„ REINF. CELL EA. GROUT MALL 50LIO 51DE OF STEP, BELOW F.F. 5OLDIER GOUR5E #5 DOWEL X, ® 48" o/c MAX., IQ v 12" CONC. FOOTING, LAP REINF. 24" SECTION 5-I SCALE: a"=1-0' QO# FELT BOND BREAKER INTERFACE, TYP. V M A FR- 10" 10" 2'-4" O AM I 0 AC.-I. V- M I M � I L — AO# FELT I BREAKER ® — — INTERFAGE, TYP. M I f I u� TOF TPG 4 ^" rn "0." rm CAN(. FOOTING, 5EE SCHEDULE #5 X (1) FOR EA, LON51T, 1 BAR, 3" GLR. 24" I ojb 1 24" I 4'- 4'1'-8" m— r OY M. #5 VERT. 24" o/c MAX., GROUT WALL 50LID V.CJIII_ 4'-4 r------ TOG- ' (V 4 F-----� m M I TI STEP Ell IIIIIII 9111101111111 =ice II` E .%m r*w G GROUTED, ?� REINFORCED F CELL UNDER 51 L, TOF= I v 6 TC c (-2'- m " TOF= 1 4OL " I II[A 11�1111= . ��� • 11rYlII Illtw;laa. �'. =ir�il =1M'll II�I11C IIr/!\nl= IIIII�II II���II_- @III II�Mllaa _ © � 1 i� =!-11F TIIIII I=CI II mm nnl.noon mnn loon :nnl �=.: .nnm_ =_ CROUTED, REINFORCED UNDERCELL © TYR • I I FOUNDATION PLAN SCALE: Ye' = 1'-0" 4" GONG 5LAB ON GRADE w/ bxb WIA x NIA WWF ON b MIL VAPOR BARRIER ON COMPACTED TREATED 915-50I1- (TYPIGAL) #5 X 6-6" 0 12" olc TOF #5 X GONT. 24" #4x 8" GONG. WALL ® 48" O.G. 24" HATER WATER PROOFING Q ° THOR05EAL W/ #5 X GONT. ® 12" o/c, AGRYLBONID ADDITIVE d • HORIZ. 2 GOAT5 ROLL ON (L d J Z #5 X a c 'v E # 244 L " o/c ry GONG. FOOTING, 4 .� IT 5EE 56HED. ° e 8" GONG. WALL ° TOF= Q 44 d a 4 e .d a . d d, d O SECTION 5-I SCALE:7"=1 O' 23'-IV'2" M N _ F F TERMITE EAfMENT REQUIRED I � 4142" 11 z I r-o I I I c A 9 O Q cIO# FELT BOND r — — — — 1z BREAKER M INTERFACE, TYP. THESE PLo S AND ALL PROPOSED WORK M I - Toc � � s I I AND SUDECT TO ANY CORRECTIONS I (0'-4° ! 2009 REQUIRED BY FIELD INSPECTORS THAT F MAY BE NECESSARY IN ORDER TO b COMPLY WITH ALL APPLICABLE CODES. F - _ - - - _ - - _ - M II'-4Y2" 5EGTION NO. 5EGTION NO. # # SECTION 5GALE:3/4"=1'_O" 5HEET NO. SHEET NO. SECTION 15 5EGTION 15 DRAWN ON CUT ON COLUMN ISOLATION JOINT V'2" ® (4)3/4"(P 6ALV. STD. ANGHOR ry BOLTS O O T5 6"Xb"X%" W/90# FELT BOND 12 BREAK ® GOL. PERIMETER " �z ° °i=t �D �-) F—, � M t+ F� w N ( Q L N .'—'r U U �• � F' Q U U >wa o J r , i v ISSUE DATE: DEC. 11, 2007 REVISIONS 1. 2. 3. 4. 5. 6. 7. 6. s. 10. 11. 12. PRINT DATE: lu Im1--cg IF-- C' ULI ' f/9 W`. O Z 0 U� W � 06 OQ J a rrHl V U O Q ul Z 0 PROJECT f: 07-076 SHEET M S-1 8' CHU W/ #b VERT. 0 48' o%, MAX., SEE PLAN FOR LOG. q GA. DUROWAL HORIZ. REINF. o 16" o/c, TYP. ALL GMl WALL5 W HATER5TOP RECESS #4 X GONT. GOLD JT 8"XI4' TIEBEAM VV (2) #5 T 6 B, 2' GLR ALL E06B 8' CMU IN #b VERT. a 24' o%, MAX., SEE PLAN FOR LOG., 30' LAP o TOP, EXTEND ALT. BARS TO LAP W/ 2nd FLOOR VNALL5 8' CMl W/ #6 VERT. o 48' o%, MAX., SEE PLAN FOR LOG. q 6A. DUROWAL HORIZ REINF. o Ib" o/c, TYP. ALL GMU WALL° NATERSTOP RDGES SLOPE TOWS IN '6+2" PRE5TRE%ED PERMA5PAN OR EGIUIV., DO NOT GROUT UNDER EDGE 8' CMI MU #6 ART. o 24" o%, MAX., 5EE PLAN FOR LOG., 50" LAP o TOP, EXTEND ALT. BARS TO LAP PV 2nd FLOOR WALL5 Ya X 2' X GONT. KOROLATH o BR6., ROUGH SIDE DOMN PAPER DAM SECTION 12 SCALE: 3/4' = 1'-O' 3 SECTION 5 2 SCALE: 3/4" = 1'-0' — _� WASS.W.4 OWN 8' GMU VV #6 VERT. o 48' o1c, MAX., SEE PLAN FOR LOG. q 6A. DUROWAL HORIZ. REINF. o lb" o%, TYP. ALL GMU WALL5 PSI TPP6 P51 3/+" HATERSTOP RECESS F #4 X CONT. #4 X 4' �_ 0 Y-4' o% 6ROUTED 12• IN GORE OR KEYWAY GOLD JT. 2E5TRE55ED SPAN OR 8'XI4" TIEBEAM W/ (2) #5 T 4 5,2" DO NOT GROUT GLR ALL EDGES °D6E 8" GMU VV #b VERT. 0 24" o/c, MAX, SEE PLAN FOR LOG., 30' LAP o TOP, EXTEND ALT. BARS TO LAP W/ 2nd FLOOR WALLS 2' COMP. CONG. TPPG f'c=3000 P51 FF - 14 "8+2"PRESTRESSED PERMA5PAN OR EGUIV., DO NOT GROUT UNDER E06E "8+2"PRESTRESSED PERMA5PAN OR EGUIV. FF 14'-0' AFF 4 B, 2" GLR ALL E06E-5 #4 X o 3'-4" o/c GROUTED IN �" BRO.. CORE OR KEYWAY, ALT. MIN., TYP. q GA. DUROWAL HORIZ. i • ORIENTATION. BREAK TOP REINF. o 161 o/c, TYP. ALL OF VOID IF READ. 2' GONG. CM) VZ5 TPP6, f'c=3000 PSI 12' 8' CMU PV #b VERT. 0 24' o/c, MAX., SEE PLAN FOR 12' LOG, 30' LAP o TOP, EXTEND ALT. BARS TO LAP % 0 X IN DP EPDXY IN 2nd FLOOR WALLS FILLED, DRILLED HOLE s SECTION 5-2 5CALE: %w V-O' (!)SECTION 5 2 SCALE: V4" = r-o, q 6A. DUROWAL HORIZ. REINF. o Ib' o1c, TYP. ALL CHU WALL5 12' GMU VI/ #b VERT. 0 — 24" o% MAX., SEE PLAN FOR LOG. (3) #5 X CONT. A5 � 5NOM A VY._ P. GONG. TPPG m P51 FF = 0" AFF Y :R DAM 'PRESTRESSED 1A5PAN OR N20LATH X .0 BR6.,ROL16H DOMN 4000 P51 W/ (I) LAYER bXb Io,(o TYP., LT WEIGHT NO SLAB 0 SIM. • GG NOTE: GONG. CURB MAY BE Q NORMAL WT. GONG. N a 12" CMI W/ #6 VERT. 0 24" o% MAX., SEE PLAN FOR LOG., WALL 15 CONTINUOUS o SIM. L#5 DOWELL X - 0 48" o% MAX., ALT. GROUTED CELL5 12" 8+2 PERMA5PAN 2" COMP. LONG. TPP6 PAPER DAM J� Ye" X 2' X CANT." BRO. KOROLATH 0 BR6., MIN., TYP. ROUGH SIDE DOVN PAPER C Y6'X2'XG KOROLATH o E ROUGH 51DE r - 22 6A. EPICORE, NOT o SIM. Q J #4 X GONT. #4 X o Y-4' o/c 6ROUTED IN CORE OR KEYWAY 1 4' 12" 3bNk 2" 13'-T- 2OS (!)SECTION 5 2 SCALE, %4 = 1'-0' 6 SECTION 5-2 SCALE: 3/q = 1'-0' N21X83 "8+2" PRESTRESSED 'ERMA5PAN OR 5GUIV. F� 14'-O' AFF 12' 4' F #4 X 0 Y-4' o% 6ROVTW IN CORE OR KEYWAY, ALT. ORIENTATION. BREAK TOP OF VOID IF REOT). 2' CONG TPF6, Pc=3000 PSI Y4"0 X," DP EPDXY FILLED, DRILLED HOLE W21X83 2B-2 SIM., 8" GMU W/ #6 VERT. o 48' o/c, MAX., SEE PLAN FOR LOG. q 6A. DUROWAL HORIZ. REINF. o 161 o%, TYP. ALL GM1 WALLS WATER5TOP RECE55 SLOPE TOPP6 In _ d PAPER DAM "6+2"PRE5TRE55ED PERMA5PAN OR • •a EGIUIV., DO NOT GROUT" BR6, UNDER EDGE MIN., TYP. 8' GMU PV #6 VERT. 0 24" o%, MAX., SEE PLAN FOR LOG., 30" LAP o TOP, EXTEND ALT. BARS TO LAP PV 2nd FLOOR W6LL5 SECTION 5-2 SCALE: %4" = 1'-0' TYP. G 3 'v 5 0 TYP. RV X 12" X 1'-0" WV(q) We" 0 X O'-b" H.A.5. IZ 2" 2" Y2° LAI m iv O N I y P Y2" X 12" X I'-O" tV(q) 5/e" 0 X 0'-6" H.A.5. 5EGTION A -A GONNX'N TO GONG. TIE13EAM 0 SIM. WORK PROPOSED TO ANC cORRECj10►`IS THESE PUB EGT INSPECTORS THAT D gY ORD TO a PAPER DAM RE\1APIP1 pN N AL A�PPL GAgEE GOOFS• g SLOPE TOPP6 I'2'GOMP.CONG.TFPG "b+2" PRESTRESSED 20 W I MP. P51 PERMA5PAN OR EGIUIV. 14' FF= #4 X CONi.-1 COLD JOINT 0+2" PRESTRESSED GIP CONC. BEAM, PERMA5PAN OR SEE 5GHEDULE EQUIV., DO NOT GROUT UNDER E06E Ye' X 2" X CONT. KOROLATH o BR6., ROUGH 51DE DOM BR6. TYP. 8 SECTION 5 2 50ALE: 3/4"=1'-O" #4 X 12' o 31-4' IN v GORE ORR F KEYWAY Ye X 2' X CONT. KOROLATH o BR6., ROUGH SIDE DOWN 4 5" N24XI I, IIIft— a 13 REINFORCED CELL UNDER SILL, TYP. 2nd FLOOR / MECH. DECK FRAMING P SCALE: Ye" = V-O" SECTION NO. 5EGTION NO. #r#7<SECTION 5-# S-# 5GALE:3/4"=1'-O" SHEET NO. SHEET NO. SECTION 15 IS DRAWN ONFI q 6A. DUROWAL HORIZ. REINF. o lb" o%, TYP. ALL CHU WALL5 12" GMU W/ #6 VERT. 0 24' o/c MAX., SEE PLAN FOR LOG. 12' 50. GONG. COL. W/ (4) #5 VERT. 6 #3 GL05ED TIES 0 12" o1c, MAX. g #5X— o 48" o/c. 8 #4 X GONT. 8+2 PERMASPAN - m7 Ok,=P k 4 #4 X 12" o 3'4" o% GROUTED IN CORE OR KEYWAY Ye KORALATH X GONT., ROUGH SIDE DOP$N REINFORCED GELL UNDER SILL, TYP. IN RTN AFF LL3"X3"*2" X 0'-10" A. T� I I,'-O' AFF W24XI I, N24X68 N21Xf72 0 SIM. 3/4 , %-17 A q SECTION 5-2 SCALE: 3/4" W6 4• T05 13'-2 N12X136 DROP -IN H 'mac a � 9 M c+1CN h a N M N ~ n (V U H � VA V u 3 0 i" w �R ISSUE DATE: DEC. 11, 2007 REVISIONS 1. 2. 3. 4. 5. 6. 7. 8. s. 10. 11. 12. PRINT DATE: IJJ a: LAI G W d. '7 W k' 1- W N A O W�1-� O r� PROJECT M 07-076 SHEET M S2 4 GA. DUROWAL HORIZ. REINF. o 16- ok, TYP. ALL Ow NALL5 7 #s x o 48' o%. 24" 12' SO. GONG. COL BYND,5EE W-5-3" 6G NOTE: CONG. C" MAY BE NORMAL AT. GONG. )�"(P X 0'-4" HAS. o 12' o% N24X117 LL3'X3'&2' X 0'-10' 8+2 PERMA5PAN FLOOR BEYOND 8' cm NV #6 VERT, 0 48" o%, MAX., SEE PLAN FOR LOG. I (3) #5 X CONT. A5 SHOW W24X68 m oo0 0000 (2)SECTION 5 2 SCALE, Y4 = 1'-0' 8' CM VV #6 VERT. 0 48' o% MAX., SEE PLAN FOR LOG. (4) #5 X CONT. AS 5HOI* HILTI PAF "DNI Iq P8" ® lb"o/c 4000 P51 W/ (1) LAYER 6X6 1% WWF, TYP., LT WEIGHT GONG. 66 NOTE, CONG. \ CURB MAY BE NORMAL Nf. C.M. , 13" MAX. 5" MIN. 22 Cry. EPIGORE LV1 (MIN) BEARING 12" X I6" GONG. TIEBEAM 13EYND II SECTION 5-2 SCALE 3/4"=I'_O" ICYs' X 8' X I'-O' LL3"X3'X14" X 0,-q" N12X40 e SIM. W12XI32 PERMASPAN NOT SHOWN # T LL3'X3"A' X 0'-q' —j 12 SECTION 52 5GALE: I' RTN T d B 12' HILTI PAF "DNI Iq P8" ® 16" 0/c 05 X 15'-0' o 16' o%, / CNTRD IN SPAN !V FF 14' iFF -0 GA. EPICORE v : 4000 PSI W/ (1) LAYER 6X6 104o WWF, TYP., LT WEIGHT GONG. #5 x 0 48' o% MAX. 24„ GONG. TIEBEAM QBEYNO V O X 0'-4' H.A.S. a 12" o/c N24X68 EXTENT OF TIEBEAM S W21X62 vs POIX53 o SIM. T05 - 13' 12' ND X 8' (MIN) GONG. TIEBEAM 0 PARAPET. (2) #5 X GONT. • il • ., T0� Iq'-0' AFF 12' GM10 PARAPET VV _ 8' MIN. TIEBEAM o GAP, BLOCK NOT 51OVN yhp TOB - ' I' ,-0 AFF • •� 124 X 16' GONG. TIEBEAM VV (2) #5 X CONT., T 4 B q GA. DUROWAL HORIZ. REINF. 0 168 o%, TYP. ALL OW NALL5 124 GMU W/ #6 VERT. 0 24' o% MAX., SEE PLAN FOR LOG. • I • 13 SECTION 5-3 5GALE: 3/4"=1'-O" WALL TIEBEAM BEYOND, NORMAL Nf GONG. LITE PIT Cow. II GOLD JT. 0 PARAPET 5 3 4000 P51 W/ (1) LAYER 6X6 1O�(o WWF, TYP., LT WEIGHT GONG. ON 22 GA. EPIGORE DEGK SIM. SIM. APPROVED CONG. TILE ROOFING OVER 300TORCHDONN FELTPAPER OVER %'GDX PLYWOOD OVER 22 GA. VULGRAFT ISF METAL DECKING OVER MITEK METAL TW--6E5 o 41-O" o% MAX. q GA. DUROWAL HORIZ. REINF. 0 16' o%, TYP. ALL CM) NALL5 4 R CELL UNDER SILL, TYP. 14 SECTION 5 3 5GALE, %4 = 1'-0' �1 �I%IFS ATTIC R R NS ANDo ANY GOlzlZ R THESE Pop` GS PEG R �R t�"pt A 'RED 4J� CS PN A'5' E GODS RMPPLG P, C 12 TYP. 4.5 ILJI, I5 15-F22 VULGRAFT METAL DECK VV 3% 5GREN PATTERN 5 I 012 TEK 56REV6 51JPPORT FASTENERS #10 TEK 9GREN5 51DELAP FA5TENER5 (10) 51PELAP FASTENER PER SPAN (TYP) ROOF FRAMING PLAN SCALE, Ya = I'-O' MITEK METAL TRU55E5 0` 4'-O' o% 14 GA. b' 50. BENT PLATE, 4' x 2" LLV, VV (b) #12 STS TO TRUSS ! (4) Y4 m X 2' TAPGONS TO TIEBEAM, Vprov = 5000#, Ureq = 4280 12' X lb" CONG. TIEBEAM VV (2) 05 X CONT., T 4 B, 2' CLR, 8'X16'0SIM. q GA. DUROWAL HORIZ. REINF. 0 16' o/c, TYP. ALL CM NALL5 12" CM PV 06 VERT. e 24- o/c MAX., SEE PLAN FOR LOG., 8' CM VV #b 0 244 o% 0 SIM. J NO. 40. SECTION 15 DRAHN ON 15 SECTION NO. �ECTION APPROVED GONG. TILE ROOFING OVER 30" TORGHOOM FELTPAPER OVER %' COX PLYWOOD OVER 22 GA. VULCRAFT I5F METAL DECKING OVER MITEK METAL TRU55E5 0 4'-0' o% MAX. 5HEET NO. SECTION 15 GUT ON 12 TYP. 4.5 IS SECTION S 3 SCALE, Y4" = 1'-0' REINFORCED CELL UNDER SILL, TYP. FILE COPY TOW Iq'-O' AFF Y 26'-O' 0 SIM. 28'-10' 0 TOPER MITEK METAL TRUSSES o —� 4'-0' o% 14 GA. b" 50. BENT PLATE, 4' x 2' LLV, W/ (6) 012 5T5 TO TRU55 t (4) Y4 m x 2' TAPCON5 TO TIEBEAM, Uprov = 50001, Ureq = 4280# 12' X 24' GONG. BEAM, SEE 5GHEDULE I6 SECTION 53 SCALE: %4" = 1'-0' APPROVED COX. TILE ROOFING OVER 300TORCHOOWN FELTPAPER OVER %'GDX PLYWOOD OVER 22 GA.VULCRAFT I.5F METAL DECKING OVER MITEK METAL TRU55E5 0 4'-0' ok MAX. TOB- I, ww v N Q [� l I --1 M � z NM M v� Ww ^N U CA vT > 3 U o V w �U v ISSUE DATE: DEC. 11, 2007 REVISIONS t. 2. 3. 4. 5. 6. 7. 6. s. 10. tt. 12. PRINT DATE: C W Z O U U Z Q O (D 134 G u LL V1 LL O O PROJECT 4, 07-076 SHEET #, S-3