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12-347-021i V" CDX PLYWOOD SHEATHING WITH 10d NAILS 0 4 11c /c ALL SUPPORT. PREFAB. WOOD TRUSSES 0 24 "c% MAX. RB -I, SEE BEAM SCHEDULE TIE COLUMN BEYOND 51/2" CAST IN PLACE - CONC. SLAB/PAVERS REINF. WITH 04 0101 CENTER EACH WAY. rya y »* •fir CJs7t 2 "5 CONT. WP-16, SEE FOOTING +•+ SCHEDULE _1 • SECTION 3 SCALE : 3/4" • I' -0" �+ - 11/2" EXPANSION • •••t.+ •ii u • 11/2" EXPANSION %.. CDX PLYWOOD JOINT MATERIAL JOINT MATERIAL REINF. WITH 2 5 CONT. SHEATHING WITH 10d 6' CONIC. SLAB SCHEDULE I`I• 41_011 NAILS 0 4 "c /c ALL REINF. WITH DOUBLE REINF. WITH SUPPORT. W -z CN HURRICANE STRAP, SEE - - - -* • • • NOTES ON SHEET 6-3 FOR • t -2x6 P.T. BLOCKINS BE "1WEENi PREFAB. WOOD EXISTING S FiE REQUIREMENTS I _I I ICI //� TRUSSES 24 "c /c MAX. ' 10d NAILS 0 4111 \ \ _ _ COMPACTED FILL 2x6 P.T. BLOCKING BETWEEN T.O. BEAM INTO CONC. SEE OUTLINE OF F -35(5) FOOTING BEYOND \�- OUTRIGGER AND TRUSS. - - - -J/ 2x P.T. CONT. FASCIA r4*I SCALE : 3/4" • II -OII - WITH (3) 16d NAILS EACH SUPPORT. £L: +10' -8 T.O. BEAM 1x6 T. < G. SHEATHINGS WITH (2) PROVIDE 2x4 • • • . • . ..... 10d NAILS EACH VERT. MEMBER .-r ° SUPPORT. AT END • 8' CONCRETE WALL I REINF. WITH 05 012' CENTER EACH WAY ..I PROVIDE BUILDING T.O. EXIST. BM. PROVIDE Y PLYWOOD I PAPER BETWEEN PANEL AT ONE "SIDE OF I I WOOD AND EXIST. PREFAB. WOOD TRU53, NO SPLICES, WITH I I CONCRETE TRUSSES TO REMAIN 10d NAILS 02'0% EACH TRUSS MEMBER DRILL 3/4'0 HOLES xb' REPLACE EXISTING DEEP AND FILL WITH SHEATHING AS NEEDED SIMPSON SET ANCHORING WITH 4'sll CDX PLYWOOD ADHESIVE. SHEATHING WITH 10d NAILS EXIST. CONIC. TIE 04" c/c ALL SUPPORTS BEAM TO REMAIN 2x4 P.T. BLOCKING BET. TRUSSES WITH 1/4 110 x4" TAPCONS „ally% SECTION 3 SCALE : 3/4" • I' -0" �+ - 11/2" EXPANSION • •••t.+ •ii u • 11/2" EXPANSION IS NOT CONCRETE, JOINT MATERIAL JOINT MATERIAL REINF. WITH 2 5 CONT. F -3 BEYOND, SEE I 6' CONIC. SLAB SCHEDULE I`I• 41_011 4' CONIC. SLAB REINF. WITH DOUBLE REINF. WITH T.O. SLAB W -z CN 6x6- WIAxWIA W.W.M. - - - -* • • • \\ • t -2x6 P.T. BLOCKINS BE "1WEENi Y. x. —x 1-x _x. EXISTING S FiE I I _I I ICI //� I=1 I F I VAPOR BARRIER I- ( COMPACTED FILL U1F-16, SEE FOOTING + + SCHEDULE A �• SECTION i SCALE : 3/4" • 1' -0" HURRICANE STRAP, SEE NOTES ON SHEET 5-3 FOR REQUIREMENTS 10d NAILS 0 411 2x6 P.T. BLOCKING BETWEEN OUTRIGGER AND TRUSS. 2x P.T. CONT. FASCIA WITH (3) lbd NAILS EACH SUPPORT. EL: +8'-2" T.O. BEAM STANDARD NOOK (TYP.) RTB-i, SEE BEAM SCHEDULE 05 VERT. IN BLOCK CELLS FILLED WITH CONC. GROUT, SEE PLAN FOR LOCATION. GAGE JOINT REINF. 0 16 "c /c LADDER TYPE. t4 "x4" CLEAN -OUTS EACH WALL REINF. AT 4' -0" c/c VERTICALLY EACH VERT. WALL REINF. EL: -0' 1011 T.O. SLAB (H.P.) TOP OF NEW FOOTING TO MATCH EXIST. 3'11 CDX PLYWOOD SHEATHING WITH 10d NAILS • 4 "c /c ALL HURRICANE STRAP, SEE SUPPORT. NOTES ON SHEET S -3 FOR PREFAB. WOOD REQUIREMENTS TRUSSES* 24 11c% MAX. 10d NAILS 0 4 11c /c 2x6 P.T. BLOCKING BETWEEN OUTRIGGER AND TRUSS. 2x P.T. CONT. FASCIA WITH (3) Bbd NAILS EACH SUPPORT. - EL: +10' -8 "3 �lll' 0512 "c% T.O. BEAM 1x6 T. t G. SHEATHING WITH (2) 10d NAILS EACH PROVIDE 2x4 ; T 1 ` ` • • . • • SUPPORT. VERT. MEMBER • I • ' • • . \_R5 8, SEE BEAM AT END I - .� SCHEDULE VERT. HOOKED • - I DOWELS 012" c/c .................. .Y. _EL: +8' -2" ' T.O. EXIST. IBM. -- - - - - -- - PROVIDE %, PLYWOOD PANEL AT ONE SIDE OF I I� DRILL 3/0, HOLES x6' TRUSS, NO SPLICES, WITH I DEEP AND FILL WITH 10d NAILS 02'c/c EACH 5IMP50N SET ANCHORING TRUSS MEMBER ADHESIVE, REPLACE EXISTING SHEATHING AS NEEDED WITH Y CDX PLYWOOD SHEATHING WITH 10d NAILS EXIST. GONG. BEAM 04" c/c ALL SUPPORTS TO REMAIN 2x4 P.T. BLOCKING BET. TRUSSES WITH 1 /4110 x4" TAPCONS •15"G /c TIE COLUMN TC -5 BEYOND 8 "x8" CONC. CAP IF IT • •••t.+ •ii u • 11/2" EXPANSION IS NOT CONCRETE, PROVIDE 2x4 • • • • __ JOINT MATERIAL REINF. WITH 2 5 CONT. F -3 BEYOND, SEE I AT END SCHEDULE I`I• 41_011 4' CONIC. SLAB EL: -0' -0" REINF. WITH T.O. SLAB . • u 6x6- W1,44M.4 W.W.M. - - - -* • • • \\ • t -2x6 P.T. BLOCKINS BE "1WEENi Y. x. —x 1-x _x. EXISTING S FiE I I _I I ICI //� REMAIN ' I VAPOR BARij21ER \ \ _ _ COMPACTED FILL 010'c /c, 5'i4" EMBED. T.O. BEAM INTO CONC. SEE OUTLINE OF F -35(5) FOOTING BEYOND \�- ELEVATION F 15-6 - - - -J/ SECTION r4*I SCALE : 3/4" • II -OII - V CDX PLYWOOD SHEATHING WITH 10d NAILS 0 4"c /r- ALL 'SUPPORT. PREFAB. WOOD TRUSSES 0 24 "c /c MAX REPLACE EXISTING SHEATHING AS NEEDED WITH Y CDX PLYWOOD SHEATHING WITH 10d NAILS 04" c/c ALL SUPPORTS 2x4 P.T. BLOCKING BET. TRUSSES WITH 14 X10 x4" TAPCONS 10d NAILS • •••t.+ •ii u • 04 "c% ( PROVIDE 2x4 • • • • __ Y • • Y ii•YN VERT. MEMBER •� • ` F -3 BEYOND, SEE I AT END SCHEDULE I`I• 41_011 -- `1------- - - - -- J .................... •• • . • u T.O. EXIST. BM. l PROVIDE' /' -10d NAILS 0 4 "; r f.: • : PLYWOOD PANEL AT -* • • • EXIST. PREFAB. WOOD) ONE SIDE TRUSS, • t -2x6 P.T. BLOCKINS BE "1WEENi T RUSSES TO REMAIN NO SPLICES, WITH 10d S, OUTRIGGER AND TRUSS. NAILS 021c/c EACH 2x P.T. CONT, c�!-�:IA ••iv• WITH (3)]6d 14AIL5 TRUSS MEMBER •i EACH SUPPC; er. • • ft NVx10' CONT. WITH W • V0 TITEN HD BOLTS oL EL: +10' -8" 010'c /c, 5'i4" EMBED. T.O. BEAM INTO CONC. SEE ELEVATION F 15-6 %11 CDX PLYWOOD - SHEATHING WITH IDd NAILS in 41 1 ALL SUPPORT. PREFAB. WOOD TRUSSES 0 2411c% MAX. RB -3, SEE SCHEDULE TIE COLUMN TC -2 BEYOND 4' CONIC, SLAB REINF. WITH ex6- WIAxW1.4 WIUM. EL: -0' -011 T.O. SLAB x —x 1x --max I � L_ I I 1 I I I I I i l —STANDARD HOOK 1x6 T. 4 G. SHEATHING WITH (2) 10d NAILS EACH SUPPORT. 8' CONCRETE WALL REINF. WITH 05 012" CENTER EACH WAY (CLI PROVIDE BUILDING PAPER BETWEEN 1 WOOD AND 1 CONCRETE DRILL 1/4'0 HOLES xb' DEEP AND FILL WITH SIMPSON SET ANCHORING ADHESIVE. EXIST. CONIC. BEAM TO REMAIN ri•• u•s • • •••t.+ •ii u • • • • •• •,a • W ••i • F • Y • • Y ii•YN i • Y F -3 BEYOND, SEE I ri)� • C�2 "• SCHEDULE - HURRICANE STRAP, SEE NOTES ON SHEET 5-3 FOR REQUIREMENTS • • •• • . • u to -10d NAILS 0 4 "; r f.: • : +•• • � •u -* • • • • �' • t -2x6 P.T. BLOCKINS BE "1WEENi • ••• Y•u OUTRIGGER AND TRUSS. 2x P.T. CONT, c�!-�:IA ••iv• WITH (3)]6d 14AIL5 go. �•• *• i • • •i EACH SUPPC; er. • • • W • oL EL: +10' -8" T.O. BEAM L� R15-2, SEE !SEAM SCHEDULE TIE COLUMN TC -5 BEYOND 1j2" EXPANSION JOINT MATERIAL 4" GONG. SLAB 5112' CAST IN PLACE CONC. SLAB/PAVERS - - - - - - 6x6- H1.4 REINF. WITH 04 010' W1.4x WAUM. � I CENTER EACH WAY. EL: -0-6" x Tx —x ---- T.O. SLAB +, 1 I� =1 111 -1 \ ; , EXISTING VAPOR BARRIER STRUCTURE TO 1 REMAIN I I COMPACTED FILL I I I 1 I 8'x12' LONG. 1 THICKENED EDGE WITH 2 5 BOTT. CONT. 1 1 a , WF -20, SEE SCHEDULE I I �. SECTION 2 SCALE : 3/4" ■ 1' -0" S HURRICANE STRAP, SEE NOTES ON SHEET 5-3 FOR (REQUIREMENTS 10d NAILS 0 4 11c /c 2x6 P.T. BLOCKING BETWEEN OUTRIGGER AND TRUSS. 2x P.T. CONT. FASCIA WITH (3) 16d NAILS EACH SUPPORT. OIL EL: +10' -8 `r T.O. BEAM 3x6 TRELLIS 024 "c /c 4x8 WOOD BEAM 4 e3 ©03 "c /c AT TOP CONC. COLUMN ID BEYOND 11/2" EXPANSION JOINT MATERIAL 4' CONIC. SLAB REINF. WITH 16x6- W1.4xW1.4 W.W.M. III = I# LVAPOR BARRIER 2 S CONT. 1 1- 1 COMPACTED FILL WF -16, SEE FOOTING SCHEDULE I� F -3 BEYOND •a • 1.. Ilt I ar_ ai -cCnl All SECTION A -A II 1/411x2 "411 WASHERS (2) %'1# THRU BOLTS SHOP WELDED TO EMBEDDED PLATE EMBEDDED IR S's11x8"xb" WITH (2) V+ HEADED STUD, 6" LONG, SHOP WELDED TO We 211 411 211 Itll I. •,v, . P L .0 .% III CONC. THICKENED EDGE WITH 2 S MOTT. r r, I lei.`•• �L � •'« � ::�. F -3 BEYOND, SEE I ri)� • C�2 "• SCHEDULE ); * °c'` 1 FRANCISCO CUELLO JR. P.E. INC. SECTION 5 • �' ., .�F• Cj ,K "t Coneulttng Civil/Structural SUITE 2 er � �1 14i ALHAMi3f2A CIRCLE SUITE 200 SCALE = 3/4 1' -0 �� -; ,- •. CORAL CsABLES, FL 33134 n , 11 fr (305) 561-0125 — 't +•. Rai. No. 40061 mmmm-1 INCORPORATED • SARDINAS AP CHI'FEC'I'S I NC01U'01UTED ARCHTTF.CTTIRT URBAN DESIGN SPACE PLANNING A A 2 6 0 0 0 6 7 5 AIt 0015567 1E25. PONCE DE LLON RI,.VR NO. 295 CORAL GABLES, FT. 33134 'PET $PT TONE,: 305-44-3-7765 PACSINTILIFI: 305 -443 -7793 c -mail: sarda,ch(i,�a•l.00m U H Is I ti �r W V W Z V '" z C W H W 0 � LI ce 0 IIII- N V! W W IL] 0 w 4 V CA Z w;: I V v5-, W W 0 wg un W $ o= RPJ _0 V0 .z � W Z 0 d� 0 d DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES. OR BY ANY OTHER PARTIES, THAN THOSE PROPERLY AUTHORIZED BY CONTRACT, WITHOUT THL SPECIFIC WRITTEN AUTHORIZATION OF SARDINAS ARCHITECTS, INC. Client's Information MR < MRS CARL05 DE CE5MDE5 841 NUJ 66 6T MIAMI, FL 33166 Date 10 JAN 12 Drawn By GC Checked By Ms Revisions Project Number SAF'tT01 Sheet S-5 Of