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JOINTS IN SHEATHING <br />MiN. b'-0', MAX. 8'-0' <br />SEE STRUCTURAL NOTES AND NAILING: <br />SCHEDULE FOR SHEATHING DETAIL <br />2'x4' CROSS BRACE <br />AT RIDGE FASTENEC <br />AT EACH JOINT W/ <br />(2) 10dx3' <br />2'x4' PANEL BLOCKING a 48' O/C <br />2'x4' CONT. BLOCKIN FOR THE FIRST (4) ROWS OF TRUSSES <br />FROM EA. END TYP. TOP 4 BOTTOM <br />ATTACHED W/ (2) 16-d TOENAILS <br />i- BACKNAIL W/ (2) 16d NAILS <br />2'x4' OUTLOOKER 0 24' O/C <br />iMPSON H10 CLIP <br />SHEATHING SECTION iNGLE 2'x4' TOP PLATE <br />END NAILED W/ (2) 16d INTO STUDS <br />t (2) 16d TOENAiLED INTO OUTLOOKER <br />,4■5. i <br />A\ INA <br />' 1661 THROUGH TRUSS WE J2) 166 THROUGH BLOCKiNG GYPSUM WALL BARD-% <br />2'Xro' P.T. SiLL <br />2'x4' 'T' ON TOP OF PANEL <br />BLOCKING, FASTEN WITH 5/8' OR 1/2' CEILING DENSE <br />10dx3' 0 4' O/C GYPSUM WALL BOARD FASTENED <br />WiTH Sd COOLER NAILS OR 1 1/4' LONG <br />DRYWALL SCREWS COMPLYING WITH ASTM C1002 <br />FOR FIRST 8'-0' FROM END WALL <br />4' O/C TYPICAL <br />NOTE: <br />SEE GABLE BRACING DETAILS <br />FOR ADDITIONAL GABLE BRACING <br />INFORMATION <br />RI <br />a <br />i/2'. ANCHOR BOLT m 48' O.C. <br />MINIMUM 6' FROM PLATE SPLICES <br />W/ 3/16'x2' DIA. PLATE WASHER <br />T.O.M. <br />M SiMPSON SPi <br />SI PSON H10 OR EQUAL e <br />6 EA. OUTLOOKER <br />2'x4' KNEE WALL W/ STUDS a 24' O/C <br />2'X4' DIAGONAL BRACING e MID -HEIGHT <br />W/ (2) 16d PER CONNECTION <br />'L' BRACE TO EXTEND e LEAST <br />S0% OF WEB LENGTH (SEE TABLE) <br />2'x4' CONT. BLOCKING 1/2' CDX PLYWOOD OR 7/16OSB <br />W/ (2) 16d PER JOiNT SHEATHING ATTACHED W/ 10d NAILS 6' O.G. <br />SIMPSON H3 EDGES AND 12' O.G. FIELD <br />2'x4' CANT. 4110 24' O/C <br />10dx3's 3' O/C THROUGH <br />CHORD INTO 2'x6' P.T. PLATE <br />RIDGE VENT RIDGE VENT <br />12 <br />rp SHINGLE <br />ROOF <br />DECORATIVE <br />FINIS/H? <br />/� BANDING <br />RETURNFINISH FLOOR LINE _ _ <br />GRADE LINE/=FLUVATION <br />(ASSUM$DJ <br />SCALE: i/O' ■ 1'-0' <br />(2) 16 d RIDE VENT <br />_,,---CONT. 2'x4' END NAILED W/ (2) 16d <br />m EA. STUD <br />ALUMINUM SOFFIT <br />VAPOR BARRIER UNDER GABLE <br />TRUSS BOTTOM CORD (ROOFING <br />PAPER OR ROOF CEMENT) <br />i <br />CANTILEVERED GABLE END DETAIL <br />SCALE. 3/4' =1'-0' <br />0 <br />O ROOF VENT SCHEDULE O <br />Verify with General Contractor all roof vent locations, <br />quantities, and sizes. Roof vents shall be installed <br />for a minimum of vented area as listed below: <br />Off ridge vents or <br />Soffit Vent <br />Mark <br />Location <br />equal system (sq. in.) <br />(sq. in.) <br />RV i <br />let Level <br />465 <br />465 <br />Roof <br />RiDGE VENT <br />L SNINCsLE <br />ROOF <br />T.O.M. <br />Z DECORATIVE <br />FMISFF7 <br />FINISH FLOOR LINE _ <br />L OECORATI VE <br />FINISH? <br />(ASW IED IR]IGHT ELEVATION <br />SCALE: 1/O' = l'-O' <br />ONE SASH OF THIS C MUST ME <br />EQUIPPED WITH EhERSENCY EGRESS <br />WARCWARE TO COMPLY WITH GOYMNG <br />12 FIRE AND ENILDNS CODES <br />SHMGLE <br />ROOF <br />T_O]'"I. <br />9 Z DECORATIVE <br />FINISH <br />FINISH FLOOR LINE <br />SCALE: i/O' = 1'-0' <br />S IMPSOi�I <br />TRUSS <br />TYPE <br />JOINT <br />LOCATION <br />UPLIFT <br />(LBS) <br />CONNECTION <br />QTY. <br />CONN. <br />CAPACITY <br />FASTENERS*$ <br />PER CONN. <br />TA (2 PLY) <br />LEFT <br />2530 <br />HETA20 <br />2 <br />2608 <br />32-10d X 1 1/2' <br />RIGHT <br />2530 <br />HETA20 <br />2 <br />2608 <br />32-10d X 1 1/2' <br />NOTE: ALL OTHER TRUSS BRCS. CONNECTIONS ARE SiMPSON META20 OR EQUAL <br />FOR MASONRY: SiMPSON H10 FOR FRAME: 4 HUS26 FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />META20 <br />1 <br />1500 <br />14-10d X 11/2' <br />TIMBER <br />H10 <br />1 <br />880 <br />16-ad X 11/2' <br />HUNG <br />HUS26 <br />1 <br />1286 <br />20-10d x 3' <br />V .o <br />a <br />5:12 <br />r <br />121 <br />m <br />v <br />2° <br />V O <br />--77 <br />� � <br />AL <br />N <br />>Y <br />A � <br />V O <br />Z <br />o <br />� <br />00 <br />QIM <br />E <br />W/O WALL <br />e <br />m <br />TRUSS <br />LAYOUT <br />u > <br />J • <br />u v <br />SCALE: 1/9' = 1'-0' <br />0 N <br />J <br />�co <br />CL <br />v <br />ao <br />Y <br />w <br />12 <br />S <br />GIRDER TRUSS —� <br />F_�..Wmmm <br />FAMILY <br />ROOM <br />STUCCO <br />FINISH <br />LINE OF INTERIOR <br />VAULT BEYOND — \ <br />F'OT SHELF <br />POT SHELF <br />LIVING/DiNiNG <br />e ROOM <br />NOTE: IFRONTEIBVAnON <br />ROOF OVERHANG TO CONFORM <br />TO COMMUNITY REQUIREMENTS <br />X SCALE: 1/4' = 1'-0' <br />c Z Double connectors to be placed diagonally to each other. <br />�• Do not drive nails through the truss plate on the opposite side of the truss <br />C. <br />.3 which could force the plate off the truss. <br />••+ Mounted vertica I I <br />y ROOF FRAMING NOTES: <br />C m 1. SEE SHEET 53.1 FOR SHINGLE INFORMATION <br />U :. AND INSTALLATION INSTRUCTIONS <br />c <br />a o <br />0o m <br />m � <br />E C <br />USP <br />TRUSS <br />TYPE <br />JOINT <br />LOCATION <br />UPLIFT <br />(LB6) <br />CONNECTION <br />QTY. <br />C0"'L <br />CAPACITY <br />FASTENERS•• <br />PER CONN. <br />TA (2 PLY) <br />LEFT <br />2530 <br />WTA20-18 <br />2 <br />2150 <br />30-106'X 1 1/2' <br />RIGHT <br />2530 <br />20-18 <br />2 <br />2"750 <br />30-10d X 1 1/2' <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HTA20-18 OR EQUAL <br />FOR MASONRY: USP WC10 FOR FRAME: E THD26 FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />WTA20-16 <br />1 <br />1500 <br />14-10d X 11/2 <br />TIMBER <br />HC10 <br />1 <br />S50 <br />16-10d X 0i2' <br />HUNG <br />TH026 <br />1 <br />1520 <br />18-16d x 31i2' <br />ix6 FASCIA <br />W/ DRIP EDfsE <br />GRADE LINE <br />(ASS6gHED) <br />❑ SAMUEL A. GREENBERG, P.E. "34245 <br />❑ IRWIN J. BENSON, P.E. 04S158 <br />LATEST DATE: IN PROCESS <br />REVISION DATE : DESCRIPTION <br />09/24/03 <br />8' <br />'TILES' <br />4' DECORATIVE <br />BAND <br />loll l� \ •\ l l ��> \ f:� <br />TO THE BEST OF THE ENGINEER'S IC40WLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND <br />GUST WIND ZONE (2001 EDITION). <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY. <br />V <br />00 <br />v <br />W' <br />Q <br />ca <br />Z <br />Q <br />W <br />oW <br />Q <br />a� <br />Cm <br />0 <br />9 <br />9 <br />9 <br />9 <br />9 <br />a <br />P <br />p <br />p <br />P <br />P <br />V <br />� <br />m <br />V <br />n <br />a <br />Ll <br />o <br />I. <br />a <br />to <br />9 <br />d <br />Q <br />0 <br />a <br />0 <br />a <br />Q <br />DALE <br />05-21-02 <br />SCALE : <br />AS NOT® <br />DRAWN BY: <br />BILL VANCE <br />NTIU D FILE NAME <br />ENGHM 144QABC <br />OF RECM <br />DANWO <br />P.A. <br />SHEET DESC- P71ON <br />ELEVATION 'B' <br />PLAN <br />