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::~.:::::"--"':r""""" '." ..:.._~~ ,......:. ....~.....;.<_-.:..;.~._-..;.--- .:......~ ;;'.-"'-':':7~~g~tf"~-';""-1----a:q,..; General Notes: Ll. All reinforcing steel shall be ASTM A 61 S. Grade 40 (D1ln.) DOUBLE 2 x 4 TO? PLATE FIBEGLASS ROOF SHINGLES 1.2. Anchorages shall be hot-&pped galvanized, after fabrication per ASTM A 90. ENGINEERED IJOOD TRUSSES 2 24' QC, 1,3. Trusses shall be designed per SBC and TPI specifications and certified by a Professional Engineer registered in the state of Florida, Bracing specified by the truss manufacturer (internal to the truss system) without fastening instructions shall be fastened with 2-16d nails per bearing point at cross bracing, lOd nails at 8" o,c. along stiffeners (i.e. 'L' and 'T' bracing) and 3-16d nails toe-nailed at end bearing colU1cctions, l.~. Trusses shall be braced in accordance with the Truss Plate Institute's HlB-90. 1.5, Windows. exterior doors,and other vendor-provided exterior cladding shall comply with SBC section 1205 including the design criteria set forth in the following wind load notes. 112' GYP, CLG, BOARD FASTEN TO TRUSSES ~I 5~ BOX NAILS DR 54GIJB SCREIJS 2 7' DC, 1.6. All structural lumber shall be #2 (min.) SPF or SYP. SIMPSON H3 'JITH 8 - 8d NAILS PER TRUSS 1.7. All load bearing frame walls shall be stud grade (min,) SPF or SYP with studs at 16" o,c. with a double top plate. Top plate joints shall be lap-spliced a minimum of 48" and fastened with 15 - 16d nails. 1.8. All non-load bearing frame walls shall be stud grade (min.) SPF or SYP with studs at 24" o.C, DBL 2X12 8EADER ~/ 1/2' CDX eTR. PLATE FASTENED 'JITH 2 ROIJS Of 16d NAILS 2 8' O,C. EA. FACE 1.9. Windows in wood framed walls shall be 'fin' framed aluminwn fastened directly to framing with 3 - #8 x 1-1f,f' wood screws per side. Wind Load Notes: ALUM. FIN FRAMED IJINDOIJ OR SGD. FASTEN DIRECTLY TO IJALL FRAM~ ~/ 3 118 x 1-1/4" SCRE'.IS (MIN) PER SIDE 2.1. Design Velocity = 100 Mph 2.2. Specifications = SBC 1991 including 1992 and 1993 addenduills, section 1205. 2,3. Roof Dead Load (used to calculate uplift resistance) = 11.8 psf. 2.4. Maximum net uplift per truss bearing colU1cction = 134.4 lbs. 1/2' GYP, 'JALLBOARD VINYL SIDING OVER 15/32' APA RATED SHEATHING (Typ, EXTERIOR) 2.5. Factor of safety against overturning = 1.5 2.6. Maximwn unit shear at roof diaphragm = 201.6 plf. STUD GR, (MIN) SYP DR S-P-F 2 16' O,C, 2.7. Maximwn unit wall shear at midheight wall = 504.0 plf. 2 ~ 4 PT BDTTD~ PLATE 1/2' CIP DR EPOXY AD wi STD 'JASHER @ 32' O,C, 2.8. Roof Sheathing: Fasten 15/32" APA Rated Sheathing perpendicular to framing with 8d nails or 0.113" spiral shank P-nails at 6" o,c. along panel edges, 12" o.e. along intennediate supports (No blocking required). 4' CONC, SLAB We: = 2500psl) ~ ~/ 6x6-1J1.4xl.4 IJIJF -CENTERED IN SLAB "- ,4' '4 4' .11 ~II ('m" I ~ -III -III I -III 1 f 2.9. Wood-Frame Shearwalls: Fasten 15/32" APA Rated Sheathing to framing \\ith 8d nails or 0.113" spiral shank p. nails at 3" along the top and bottom plates, 4" o.e, along panel edges, 12" o.c.along intennediate supports. Provide 2 x 4 blockingedge\\ise along horizontal panel joints. Buildingcomeis shall be double studs fastened to bottom plate \\ith one (1) Simpson L TT20 tension tie \\ith a 1/2" epoxy set or cast-in-place anchor bolt with a manufacturer's pull-out capacity of 1,750 pounds (min). Fasten tension tie to double studs \\ith 10 - 16<1 nails. C E . ~ ~ .... ---.--------...- -- ~.~~~??--=-~~-~~~*:~:-:~::..-:~::-T~~~~=~.:<.::~:~_:~:_:7"~~~.~~~~ -~. -. - - ~--.~=~~:~c?___= ~~;,,=~.-:-~.c=-;;;o~~~-=:-=~=;;~ l{i-' ::'_"-:f~ <;..:;,";"-, ~~ ~~ '"2:' 1:5 BARS (CONT.> ON 3" CHAIRS 'c}',!4IH. LAP = 25' 31 CLR. ~ -':', ,