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RiDGE VENTS <br />12 <br />SWiNG1.E <br />L STUCCO STUCCO <br />(Q Lj FINIS4 ' FINiSH <br />3k1NCsl ; % �4 <br />SE DpND FLOOR <br />_ EpE-pF��TI <br />1 tl J FINISH, ► 7 <br />FINISH FLOOR <br />2e <br />eANDINGM <br />SIDE S c'i t AT G!?ADE L\`\%// ((�) <br />SIDEI>•E M(3= 19LIE ATV yO <br />J� <br />aCAL.E: 1/S' = 1°-0' <br />SIMPSON H10 OR EQUAL <br />TOENAIL W/ ( 2} 16d NAILS <br />0 EA. OUTLOOKER <br />SEE STRUCTURAL NOTES AND NAILING <br />1MP5' W3 CLIP OUTLOOKER 0 24" O.G. <br />SCHEDULE FOR SHEATHING DETAIL <br />pp2"x4" <br />W92)1j'XrO STUDS <br />END 11 <br />4 (2) irocl Tost4AILED INTO OUTLOOKER <br />S1MP30N 5P1 <br />TOP CORD BLOCKI G 0R FIRSTOF <br />TRUSSES 0 EDGES F S <br />2"x4' CROSS BRACE1 <br />"C BRACE TO EXTEND AT LEAST <br />AT RIDGE FASTENi <br />9fl% OF WEB LENGTH (SEE TABLE) <br />AT EACH JOINT W/ <br />(2) 10dxr2'x4' <br />10,EE WALL W/ STUD',? s 24' O/C <br />TRUSS <br />2'X4' DIACTONAL. SRAr-Wx a MID-i-II 1&4r <br />W/ (2) 16d PER CONNECTION <br />SILL <br />PLYWOOD CND? O$.5. SHEATWINCs1/2" <br />CDX PLYWOOD OR '7/16" OS13 <br />SHEATHING ATTACHED W/ 10d NAILS 0 6' O.C. <br />F.DGIES AND 12' O.C. FIELD <br />2ax4" PANEL BLOCKINGi <br />2NW CONT. 5LOCK1NCs <br />FOR THE FIRST 8'-0" OF END WALL <br />dU (2) 16d PER JOINT <br />FROM EA. END TYP. BOTTOM CORD !� <br />W9 <br />ATTACHED W/ (2) 16-d TOENAILS <br />10dx3'0 3" 01C THROUGH <br />CHORD INTO f)C P.T. PLATE <br />f::�' I . , <br />2'x4' CANT. a 24' C/C <br />+. <br />12) <br />16d <br />VO ON TOP OF PANEL <br />.tN T. 2'x4' END NAILED W/ (2) 16d <br />BLOMNG, FASTEN <br />0 EA. ST= <br />10d)T 0 4' O/C <br />BARRIER <br />5/8" OR 1/2" CEILING DENSEMOISTURE <br />GYPSUM WALL BOARD FASTENED <br />ALUMlN41M SOFFIT <br />WITH 8d COOLER NAILS OR 1 1/4" LONG <br />DRYWALL SCREWS COMPLYING WITH ASTM C1002 <br />S►MPSO®4'-ON N META2O OR EQUAL <br />FOR FIRST 8'--0" FROM END WALL <br />O.C. TYPICAL <br />0 4" O/C TYPICAL <br />1 /2'0 ANCHOR BOLT 0 48' O.C. <br />MINIMUM 6" FROM PLATE SPLICES <br />W/ 3/16"x2'0 PLATE WASHER <br />CANTILEVERED Cx,45LE END BRACING DETAIL/A-A <br />2-PLY 2x BEAM Wl <br />1'2' PLYWOOD SPACER <br />OR LVL BEAM (SEE PLANS) <br />(1) 51MPSON CSi6 OR <br />(1) SIMPSON MTSIS PRO <br />SEAM TO COLUMN <br />DBL. 2 X 4 P.T. POST <br />ELEV. FOR FINISW <br />A5RIC 4Tf=D SYNT{ ETIC <br />SMIPSON ETA20 ;-OAM PILLED RC)tm <br />COLUMN (°vEl` ELEV. 'F' FOR <br />SIZE) <br />CO <br />LUMN <br />PILASTER <br />COLUMN nASE <br />(4)49 VERTICAL <br />.o <br />WOOD TO MAWNRY 001.UMN MAV. "F" <br />SCALE: 3/4=1'--O" <br />4) #5 VERTICAL <br />NOTE: <br />8"x16" UNITS MAY BE <br />o • . ' USED UNLESS WOOD COLUMN <br />o. " IS FRAMING ON TOP OF <br />COLUMN <br />rf7M <br />- ' 16"x16" <br />MASONRY COLUMN <br />FILLED W/ 2500psi CONC. <br />TYFICAL MA50NRY COL. <br />INIV <br />RIL KBE VENT RICXaE VENTS <br />12 lz <br />FLASHING <br />MEMOIR <br />Vows L gHW.LE <br />EGISS `'� ♦ CEILING <br />Ow '` ► LINE <br />FOR / <br />FOR DPI. FINISH ` %' 1+. <br />ONLY- <br />STUCCC\ <br />8lrCt')idD R.00Si F.G. F.G. i <br />1 <br />crw. <br />PIER DEOORAtIVE <br />rx-W. FIN <br />LANAI <br />� L 1- • FiNiSH tLOOR — <br />5C,4LE. 1/6' - t°-0' <br />0UTS\1GGEfR IDETA I7_-. <br />8 <br />* ;�.;'f'�NGY ECIRESS <br />ONE Ur:44 OF THIS 60CUP MUST 13E <br />E4UIf rEr) WIT" EMEfw-4--NGY E 115 ESS <br />44ARPI1A;e TO COMPLY WITO WVEI;NM <br />FIRE AND BUILDING CODES NOTE% <br />SET £SACK, WMOu18 6' <br />er.�E <br />UM <br />44 <br />KEYSTONE <br />DET41L <br />ill 11, I ,l. —.. <br />.. Molt <br />Ul <br />W <br />KEYSTONE <br />r lw <br />ill 1p <br />YYYY� � <br />r..rlwwrrw�--rrrr. <br />6' SANDING <br />L1i <br />GRADE LINE <br />�I�(!)�1rI� I-LI✓V1���"I�I(�) <br />5CALE: 1/4' = le-0' <br />Q <br />TYP. AT <br />SIDES <br />i 4 ---------- , I <br />—�--- -- T— - ---�—_ <br />TYP• AT HIP <br />r,4-A <br />4F <br />12 <br />OJMCI iER <br />FINI r�BEEyE'� =�PETAiL) = <br />t ..... I <br />— l <br />(Oil <br />RJDGE VENT <br />/Sww-,LE <br />RODF� <br />(SEE C.4NT. GAB <br />END VPACiPYs 1r <br />y <br />12 <br />1Ix6 FASCIA <br />\ IV DMP ECJC� <br />LATEST DATE <br />IN PROCESS <br />REVISION DATE <br />DESCRIPTION 1 <br />09/24/03 <br />1 <br />a <br />I� <br />I. M/Il 00WN) <br />NOTE: <br />ALL OVERNe4NCx5 ARE TO t3EE 12, Ulf THE <br />EXEPTION Of= EYE£3ROW5 WHIC1-4 ARE TO <br />HAVE A ir,' 0VZP-J4AtqG W1 AN 0VEF?HAt4G <br />OF 12' ON TH� rxA43LE AE30vE EYE15ROUJS. <br /><==> ROOF VENT 5CNEDULE <==> <br />Verlfy 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 />Mark <br />Location <br />Off ridge vents or <br />Soffit Veit <br />equal system (6q. in.) <br />(sq_ inJ <br />RV i <br />1Roof st Yel <br />31B2 <br />392 <br />RV 2 <br />Garage <br />52 <br />52 <br />❑ SAMUIEL A. aF4-=l^NSER3, f'.E. *34245 <br />El T4-41LIY H. HUYNH, P.E. %0122 <br />El IRWIN ,i. SENSON, P.E. *4,r✓' S <br />0,41-1 4B154S H,4KIM, f-'.1=_ *56-15& <br />TO THE BEST OF THE D6WER'a 4CNOdi1=DGE AND BELIEF, Tl E <br />STRICTIP,AL PLANS AND SPECIFiCATIft COMPLY WM4 TI-E <br />FLORIDA BUILDiNCs CODE, SECTION 1608 FOR W MP.!"I. 3 SECOND <br />aff, EXP05(ft '5` IfJIND ZEE 0.W EDiiM. <br />NIS DRAM AND DESIGfI IS YALiD FOR a MMM AFMR T9E <br />DATE 15 8I9M AND SEALED <br />W-k D AND SEALED FOR Tl E STRUCTURAL PORTION GE TN16 <br />VRAWihJCs ONLY. <br />(P <br />a41 s� <br />t <br />� <br />LsL <br />iC <br />=X <br />Lu <br />LU <br />�O <br />i <br />z <br />C <br />x <br />n. <br />vV <br />� <br />4 <br />II, <br />� 1� <br />�S <br />CJ <br />A <br />n <br />i' <br />0 <br />� <br />I <br />oa <br />RL <br />A <br />a <br />ru <br />