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Cs7 <br />R1 <br />I�l �� II NMI�I <br />SCALE: 1/8' ■ I'-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 1 <br />let Level <br />465 <br />465 <br />Roof <br />SIMPSON <br />TRUSS <br />TYPE <br />JOiNT <br />LOCATION <br />UPL IFT <br />(LBS) <br />CONNECTION <br />QTY. <br />CONN. <br />JCAPACITYJ <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: t HUS26 FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />MET420 <br />1 <br />1500 <br />14-10d X 11/2' <br />TIMBER <br />H10 <br />1 <br />990 <br />16-8d X 11/2' <br />HUNG <br />HUS26 <br />1 <br />1286 <br />20-106 x 3' <br />USP <br />TRUSS <br />TYPE <br />JOiNT <br />LOCATION <br />-_UPLIFT <br />" ,(LBS) <br />CONNECTION <br />QTY. <br />GOWN. <br />CAPACITY <br />FASTENERS** <br />PER CONN. <br />TA (2 PLY) <br />LEFT <br />2530 <br />HTA20-18 <br />2 <br />2150 <br />30-10d X 1 1/2' <br />RIGHT <br />2530 <br />HT 20- 8 <br />2 <br />2150 <br />30-10d X 1 1/2' <br />NOTE: ALL OTHER TRUSS BRCS. CONNECTIONS ARE USP HTA20-18 OR EQUAL <br />FOR MASONRY: USP HC10 FOR FRAME: 4 THD26 FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />HTA20-16 <br />1 <br />1500 <br />14-10d X 11/2' <br />TIMBER <br />HC10 <br />1 <br />950 <br />18-10d X 11/2' <br />HUNG <br />THD26 <br />1 <br />1520 <br />18-16d x 31/2' <br />* 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 />which could force the plate off the truss. <br />*** Mounted vertically <br />TAM. <br />Z DECORATI VE <br />FIND <br />SHINGLE <br />RDOF <br />a ZDECORATIVE <br />FIS <br />FINISH FLOOR LINE <br />(2) 5/8' 0 THRU B <br />SIMPSON CC44 COLUMN <br />(2) 1/2'0 THRU BOLTS <br />SIMPSON LC544 <br />RIDGE VENT RIDGE VENT RIDGE VENT <br />12 <br />1 5 5 12 Z-1,WIWXLE � 8 <br />ROOF <br />SCALE: 1/8' 1'-0' <br />* ErEIMSENCY EGRESS <br />ONE SASH OF This GROUP MUST BE <br />EQUIPPED WITH EMMENCY EGRESS <br />HARDWARE TO COMPLY WITi4 GOVEMING <br />FIRE AND BUILDING CODES <br />NIZA I MA I ZA [:Ai le \ •\ I <br />-PLY 2x BEAM W/ <br />PLYWOOD SPACER <br />R LVL BEAM <br />2) 5/5' 0 THRU BOLTS <br />D.T. 4'X4' POST <br />ELEV. FOR FiNISH <br />FALSE FRAMING <br />'x16' OR 24'x24' PILASTER <br />)LUMN <br />05 VERTICAL <br />WOOD TO MASONRY COLUMN <br />SCALE: 3/4"=V-0" <br />O1l 1 1/2' RECESS FOR GAR. DR. <br />I'•8" s 8" CAU: CO LMN 6A e f016' <br />Aff. &IT01/2UK <br />N'ON-5ig1CMA, ca, AM <br />rlmr_=IIIIIM� an <br />LINE OF INTERIOR <br />VAULT BEYOND <br />TAM <br />Ll <br />Z DECORATIVE DECORATIVE a <br />FMISH7 FINI8 <br />/147 � <br />FINISH FLOOR LIM <br />GARADIE LINE <br />(ASSUMED) RIG= ELEVATION <br />SCALE: 1/8' 1'-0' <br />12 <br />ss <br />GIRDER TRUSS 5 � 24 O <br />FAMILY <br />ROOM <br />POT SHELF <br />POT SWELF <br />SCALE: 1/8' 1'-0' <br />Ix6 FASCIA <br />2-2x12 BEAM w/ DRIP ED <br />STUCCO (TYPICAL) <br />4 13/16' FINISH <br />RAISED <br />HEEL <br />(FIELD 512 12 <br />8 <br />VERIFY) <br />1Tucco <br />3 <br />42' DIA. ROUN <br />COLUMN ON <br />16' Sa BASE <br />NOTE: <br />ROOF OVERHANG To �auIcot r FRONT MPrAT11To COMMUNITY REMENTS ENts <br />SCALE: 1/4' = 1'-0' <br />6' 1 <br />BANDING W/ <br />2' •SCORED• <br />8ANDING <br />(TYPa i <br />Lam' <br />TAM <br />IN PROCESS <br />LATEST DATE REVISION DATE DESCRIPTION <br />09/24/03 <br />LIViNG/DINING <br />ROOM <br />'TILES' <br />4' <br />/ BAND <br />MINIM <br />MININIE <br />MIEWITI <br />Mimi <br />11MININ -1 <br />10 1 VVY ON 1 y 1 9 \ <br />ROOF FRAMINCs NOTES: <br />1. SEE SWEET 53.1 FOR SHINGLE INFOWATiON <br />AND INSTALLATION INSTRUCTIONS <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE 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 />e <br />O <br />O <br />ig <br />d <br />a <br />P0 <br />C4�P <br />4�P <br />P <br />P <br />� <br />m <br />Q <br />@9 <br />29 <br />n <br />Q <br />11111 1 <br />ILY YJI <br />m <br />m <br />o <br />n <br />m <br />O <br />O <br />m <br />S <br />d <br />a <br />® <br />o <br />U <br />a <br />a <br />o <br />I- <br />Q <br />DAZE <br />05-21-02 <br />SCALE : <br />AS NOTED <br />Dw►wN 6Y : <br />BILL VANCE <br />AITOW F&E NAME <br />'144eAEIC <br />D�INEER GF RECORD <br />D <br />P.A. <br />SHMT DESCRP7M : <br />ELEVATION Tv <br />PLAN <br />❑ SAMUEL A. GREENBERG, P.E. 034245 <br />❑ IRWIN J. BENSON, P.E. 04S158 <br />