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6611 SW 78 TERR_EB-09-015-006 47-7" G =366# REVISIONS 11-0* 17-7" 33'-0" NET UPLIFT 629# STRAP 2 PLYWOOD NAILING DETAIL DATE EV - 191 SCALE:N.T.S. 4)STEELSTUDS HSS 4"X4"x3/8' 8' X 4'LONG CONCRETE FILLED RB .......... ....... D- 3/16"FILET WELD ALL AROUND STL. PROVIDE ItV 75-7� T131 SPACINGAT 3116 COLUMN ITYP.@ TOP&BOTTOM PANEL EDGES PREFABRICATED MOD TRUSSES 3116 STEEL PLATES) 24°ON CENTER SEE ROOF PLAN co co co 4'x 8'CDX PLYWOOD \�10L-X10'70/4- SHEATHING MIN.19132•THICK 12"xl 2"x3/4"STEEL PLATE W/(4)ANCHOR BOLTS @ @ @ MAX SPAN 24' STEEL PLATE CD C) 5/8"0 x 12" MIN. EMB. ------------------------------------------ x x x m 04 C14 04 N W NEI V 3/4- 0 3/4- tt F- PROVIDE 2-x4'BLOCKING @ F ROOF C/) ALL PLYWOOD SEAMS,4�Er BACK FLAT ROOF @ 4'o.c.EA.SIDE OF SEAM. 0) > 0 0 12' 12' u') I I OF GABLE END.NAIL SEAM w/10d LU -7 UJI o 0 0 M+ 0 0 0 24.=OD FASCIA SEE Z Lo TYPICAL WALL SECTION NAILED LATERAL BRACING SEE DETAIL HSS 4"X4"X318" 2"0 HOLE FOR FILL GROUT ——1� ONTHISSHEET. TC uj W/2-16d NAILS EACH TRUSS CONCRETE FILLED co 00 TO 10d NAILS AT 6a.c.AT PANEL EDGE 7 m 0 AND INTERMEDIATE SUPPORT A4)STEEL STUDS uj LILJ M T- 0 1x16•SPACE AT PANEL EN 4*o.c,@GABLE ENDS cf) Lo E /8"OX4*LONG FIRST 48'BACK co c) DS 12"x1 2"x3/4"STEEL PLATE 0 in VV/(4)ANCHOR BOLTS E 5/8"O:K12" MIN.EMB, 10"XI0'x3/4" CL W W @ 4t U) CL GRAV =366# E60M STEEL PLATE w in 3/16 U (n NET UPLIFT 629# U) Lij C%q 0 cp PLYWOOD ROOF DIAPHRAGM HSS 4"X4'x3/8" WOOD JOIST 2"x I STRAP 2 < 4 .0 .0 GRAV 7,47# CONCRETE FILLED U) SHALL BE SIGNEI I AND SEALED BY z L LL SIO AL ENGINEER NET UPLIFT 1,086# 1 ROOF DIAPHRAGMS COMPLY WITH THE DESIGN RECOMMENDATIONS OF'A.P.A-DESIGN/CONSTRUCTION A PROFES STRAP I GUIDE-DIAPHRAGMSAND THE LOCAL BUILDING CODE. REGISTERE[I IN FLORIDA z co 1qT 0 0 2.PLYWOOD ROOF DECKING SHALL BE 19W MINIMUM THICKNESS,AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS,WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. 4- < 4 ��l MIN.LEVELING 1 tg:— c1*4 C) < 4 3.CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH Bd GALVANIZED NAILS,SPACED AT 6o,c.MAX AT SUPPORTED GROUT E E EDGES AND AT 6or-ALONG INTERMEDIATE SUPPORTS, L) CD EXISTING GABLE ENDS NAIL SPACING SHALL BE 10d NAILS @ 4o.m MAX. -�E FOUNDATION PLAN (D 00 A FORDIMENSIONS SE� mlpp;=n POOIZ 4.INSPECTIONS:SHALL COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS(BY THE MUNICIPALITY, z Z 141) ARCHITECT OR ENGINEER)OF SPECIFIED COMPONENTS OF THE ROOF STRUCTURE REQUIRING INSPECTIONS. 3° TO REMAIN NEW o Tc KRICK DETAIL STEELU"OLUMN (TYP) 4/S-3 Z I]IJ U.1 U) z PROVIDE 2-x 1 BLOCKING @ALL SCALE:N.T.S PLYWOOD SEAMS,4r BACK @ 4*o.c,EA.SIDE OF SEAM.OF 0 GABLE END.NAIL SEAM w/(2)164 WOOD JOIST SEE HNEW SO 04 PROVIDE Itr ROOF PLAN FOR T- 1 1 > I SPACINGAT SPACING CL TCr-, PANELEDGES 10d NAILS AT 6o.m I 4°x V COX PLYWOOD ATPANELEDGE TBI AND INTERMEDIATE IN.19W u KRICK SHEATHING M NEW THICK MAX SPAN 24' SUPPORT 4o.c.@ 8"X12"CONC. BEAM GABLE ENDS FIRST 4r BACK EXISTING NEW SC HIPPED ROOF . . . .. . . . . . . . . . . . . . . . . . ..... . . . . . . . . . TB. ELEV.+191-9" r TO REMAIN CID C13 WALL cn M+ C13 WALL 2W WOOD FASCIA SEE > TYPICAL WALL SECTION NAILED 8" LINTEL W/2-16d NAILS @ EACH TRUSS 1-4�7A#L ul 1116-SPACE AT PANEL ENDS TB UJ W co 1") COLUMN iii NEW -W NEW NEW 8"X12"CONC. COL. z K ICK KRICK KRICK KRICK PLYWOOD NAILING DETAIL RB RB RB RB . . . . . . . T . ELEV. +10'-0" UJ cy) T —t T-B1 TC 8"11,6"OVERFLOW SCALE:N.T.S. . . . . . . 1111 11 111 IT7-r-T'- (ELEV 19'-9-) SCUPPER. PLYWOOD ROOF DIAPHRAGM . . . . . . . . . . . . . . . PICA 2-PLYWOOD ROOF DECKING SHALL BE lM2'MINIMUM THICKNESS,ANDS BE CONTINUOUS OVER TWO OR Q` L OF 2) t ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF'A.PA DESIGN!CONSTRUCTION 16'-3m GUIDE-DLI\PHRAGMSAND THE LOCAL BUILDING CODE. 00 L MORE SPANS,WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS, 8" LINTEL 47-7" 3.CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 10d GALVANIZED NAILS,SPACED AT 6•mc.MAX.AT SUPPORTED EDGES AND AT Wo.c.ALONG INTERMEDIATE SUPPORTS.CABLE ENDS NAIL SPACING SHALL BE 10d Lu ft-ft� GRAV =7,47# NAILS @ 4'mc. NET UPLIFT=1,0 86# 4.INSPECTIONS:SHALL COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS(BY THE STRAP 1 MUNICIPALITY ARCHITECT OR ENGINEER)OF SPECIFIED COMPONENTS OF THE ROOF STRUCTURE REQUIRING INSPECTIONS.' U) Roof P-lan N TBI SCALE: 1/4" = V-0m 8"x12"CONIC. BEAM LEGEND 4#5 BARS CD 'Tumomw TIE BEAM :4 TIC I D UMHEgHH= INDICATES 8' REINFORCED MASONRY WALLS. — 8"X16"CONCi,, COL. STRAP SCHEDULE INDICATES WINDOW AND DOOR OPENING NVSTA- 20H BY NU-VUE 4 4 0 co U) W/N I Od X 1 1/2"TO TRUSS & 4 ac W/(6) 1 Od X 1 1/2-TO SEAT 4 co NET UPLIFT= 1,306# NOA 04m0510.03 CONC.BL WALL NVRT-24 BY NU-VUE TIES#3 @ 4-O/C. SHINGLE ROOFING ON 19W W/(7) 16d X TO WOOD JOIST& cn THICK EXTERIOR GRADE w G.B. SEE FOUNDATION SCH PtYWOOD DEOKING (5)X 1/4-0 TAPCON TO T.B. West Elevation 28 GA.MIN.31/2X3 11r CONT. NET UPLIFT= 880# GALV.METAL DRIP"LED 3'm 12 12 4 NOA 03-0327.14 _:�--�OPENING — > RB. SEC SCALE: 3/16" V-0" MAX ALONG EDGE AND BULLED 4 CAP E BEAM SCH IN A-,TB.REV.+19--v Re 12 12 I-F 4 14 z R-30 BATT. A I U� LAMON I'XZ'P.T.BLOCKING INSULATION 1 ft 5 IN �LCX�—K "�1#5 IN LOCK . . . . . . . . . . TB. ELEV. +19'-9" 2'W WOOD FASaMA ILL C -1—FT77-11 FILLED CELL ILLS CELL CELL WOOD RAFTIERS AT STRUCTURAL DETAIL TO OPENING DE 3' TO 8' Z-O'O.0 MAX(TYP) SCALE:N.T.S TC1 TC1 CRICKET WOOD TRUSSES USP RT 16F 14 GA.STEELS CODE: 8"X16"CONC. COL 8"X16"CONC. COL USTIEBEAM BT MANUFACTURER. BEAM W1(12)164 NAILS AT EACH END.TYPICAL AT EXISTING ROOF COLUMN RB. GONG W/&B*R.H. 4' Z-G'O.C.UPLIFT 1,0%# CAP SEE BEAM SCH C. (1)2X12 PT WOOD HEADER SBCCI 2031,DADE COUNTY,FL M1211&03 8"X12"CONC. COL. WD 27X6*PT EXISTING 314'0 x 21/4"EMBED,INTO TRUSS CONCRETE OR GROUT FILLED @ 12-O.C. 12 12 60 WI(l)DYNABOLT BY RED HEAD (1)WOOD JOIST 2X12 @24.0.C. 8'X12*CONC.TIE BEAM W/ B I CEILING ATTACH NEW RAFTER TO 4#5•S&W1#3 TIES @ 4.O/C. TB SEE BEAM TB. ELEV.+101-0" THE FIRST 44r FROM EACH USE Mn3 USE SCHEDULE TOP CHORD OF EXISTING TRUSSES W1 1-1/4' . . . . . . . . . . . . . . . . . . . . . . CORNER&12*REMAINDER& 16 Clk TWIST STRAP @ EVERY SUPPORTIING TRUSS -S�P &NAILED W/(4)10 D NAILS EA SIDE OF STRAP OW1 NEW W/2WS,5'-O'LONG,BE SCHEDULE SCHEDULE PARTITION WALL 4' 0 @—CORNERS. NEW Ifr GYP I BOARD ON 1'x 2" ON WALL 4' /X V6qNDOW-B SEE P.T.FURRING @ 1 EXISTING T131 WIN DOWSCHEDULE CMU WALL (R-5 INSULATION) ZEXISTING 8"X12"CONIC. BEAM D Ab T CB WALL 6E1 6-08 10 GYP.BOARD ON I*x 27' COLUMN CONC.WINDOW SILL W1 P.T.FURRING @ 16-D.C. COLUMN CONT. (R-5 INSULATION) 8"X12"CONC. COL. 8"X12"CONC. COL. W OD STAIR� L_2��O�WN #5 TIE DOWN TYP.AT EA.JAMB. SHEETS14A WOOD BASE SET IN CONC.BLOCK FILLED CELLS Ld F.F.E=Z-71/7 WOOD BASE (TC-1 SEE A-2) DESIGNED MATCH EXIST. WOO BASE LEVEL r= LLJ F.F.i O�O DRAWN 0 Ir2*EXPANSION JOINT 1711 T . ELEV.+2°- '® EXISTING FL COR WOOD J.L. F�l I E�d 11-1 G N TB. ELEV.:t 0�4' STING CONC.SLABI SLAB illlll�III II NEW 12W4* G.B. SEE FOUNDATION SCH 12'x 24*CONC.FOOTING W/3#5 BARS CONT. N Section IZ�-3 EXI 12•x24•- -SOIL CONDITION AT SITE(BY VISUAL INSPECTION) SCALE. 3/16- 1`-G- INDICATES ALLOWABLE BEARING OF 2DD0 PSF L SHOULD ANOTHER CONDITION BE FOUND;NOTIFY ENGINEER South Elevation SCALE: 3/16" = V-0" N!:RAL. >-3/16 T7q ;VI= 0 N . DATE= V5'j W 4RO <12- FT- W" ANCHOR TS 5184 X 1 2� MIN. S-3) ------ ...... ------ ----------------------------