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M <br />NOTE: <br />ATTACH PT BUCK i WINDOW FRAME TO <br />MASONRY W/ 3/16" TAPCONS 16" O.0 1 4' <br />FROM ENDS W 11 V4" PENETRATION. <br />MANUFACTURE'S SPECS FOR TAPCON SPACING <br />SUPERC:EDE GENERIC SPECS. <br />WIND RESISTANT PRE-ENGINEERED <br />SILL I145TALLED PER MANUFACTURE'S <br />SPEGIFIGATION5. <br />REFER TO WINDOW PRODUCT APPROVAL SHEET FOR <br />INSTALLATION INFORMATION BY MANUFACTURER <br />EXTERIOR WINDOW BUCK DETAIL <br />CMU WALL ABOVE AS PER TYPICAL WALL <br />SECTIONS <br />PRE -CAST LINTEL <br />ATTACH 2X PT BUCK TO <br />MASONRY OPENING; W/ 3/I6" <br />TAPC:ONS 16" O.C. AND 4" FROM <br />END W/ 11/4" PENETRATION. <br />INSTALL DOOR TO BUCK PER <br />MANUFACTURER'S SPECS. <br />3/4" RECESS N SLAB <br />EXTERIOR DOOR BUCK DETAIL <br />NOT TO SCALE <br />PROVIDE I/8' SPACING AT PANEL EDGES <br />15/32' C:DX PLYWOOD SHEATHING; <br />PROVIDE 2x4 BLOCKING • ALL SHEATHING SEAMS, 48" <br />BACK OF GABLE END. NAIL SEAM W/ 10d RI Irs SHAWL <br />NAILS a 40o a EA SIDE OF SEAM <br />PREFABRICATED WOOD TRUSSES 24" ON CENTER <br />- SEE ROOF PLAN <br />HORIZONTAL 'RAT RUNS' <br />2x WOOD FASCIA SEE TYPICAL WALL SECTION NAILED <br />W/2-16d NAILS a EACH TRUSS 10d RING SHANK NAILS AT 6"oc. AT <br />PANEL EDGE AND INTERMEDIATE <br />SUPPORT 4' or. a GABLE ENDS FIRST 48" <br />BACK t FASCIA <br />1/16"SPACE AT PANEL ENDS <br />D TYPICAL ROOF SPEATPING NAIL PATTERN <br />NOT TO SCALE <br />10d X 1-1/1" NAILS • 3" <br />O.C. STAC4L (TYP) <br />CLIP EDGE OF SHEATHING <br />NEEDED FOR ROTATED POSITIC <br />BLOCKING PANEL DETAIL <br />N.T.S. <br />8d NAILS a 3" O.C. INTO <br />EACH BLOCKING; PANEL <br />ROOF SHEATHING; AS <br />PER SECTIONS <br />FASTEN EACH BLOCK TO CMY <br />W/ SIMPSON RBC CLIP W/ lk <br />X 1-1/2" LONG NAILS AT WOOL <br />(3)1/4"X2-1/4' LONG; TAPCOI <br />CMU <br />TRUSS CONNECTOR AS <br />TRUSS LAYOUTS <br />2x4 a TOP <br />146" MIN. PLYWOOD OR <br />OW SHEATHING; <br />2X4 P.T. a BOTTOM <br />*" JO (2) 8d tOENAILS 2X4 BLOCKINC; <br />TRUSS CHORDS (TYP) <br />ROOF TRUSS AS PER PLANS <br />)D BLOCKING; PANEL BETWEEN <br />HISSES a 4'-0" O.C. SEE DETAIL <br />30YE FOR BLOCKING; PANEL. <br />MTRUCTION <br />MW WALL AS PER <br />-v-GtIC>r1S <br />EXTERIOR WALL DETAIL AT <br />Y ROOF TRUSS BEARING <br />SD3 N.T.5. <br />SHEATHING AS PER <br />SPECIFICATIONS <br />FASCIA AS PER ARCHITECTURAL <br />DRAWINGS <br />21x8" BLOCKING a MID <br />ELEVATION <br />211x8" a 12" O.G. <br />1/2" 065 W/ SD NAILS a 4" O.C. <br />AT EDGES AND 4" INTERM. — <br />PRE-ENGINEERED TRUSS AT <br />2'-0" O.C. <br />TIRUSS LAYOUT <br />SIMPSON SP2 <br />SIMPSON LTT19 o EA END <br />SIMPSON 61-1 <br />1/1110 x8" ANCHOR BOLT <br />a 32" O.G. <br />IQd=-OUT BLOCK W/ 50 <br />POURED SOLID <br />FRAMING ABOVE TIE BEAM <br />ROOF SHEATHINGS NAILS <br />AS SPECIFIED (SEE <br />NOTES/DETAILS) <br />2X6 BEVEL CUT SYP 02 S-DRY <br />LEDGERS a EA NIP -SET TRUSS. <br />ATTACH TO TOP CHORD W/ IOD <br />NAILS a 6" O.C. STAGGERED <br />NOTE I: <br />IF LEDGERS ARE INSTALLED AFTER ROOF SHEATHING IS <br />ATTACHED TO TRUSSES, FASTEN TOP OF BEVELED <br />LEDGER TO ROOF SHEATHING WIT14 FULL BEAD OF <br />CONSTRUCTION ADHESIVE. <br />OPTIONAL ADHESIVE. <br />SEE NOTE I. <br />HIP-5ET <br />ROOF TRL65E5 <br />0 24" O.G. <br />ROOF SHEATHING; <br />ROOF SHEATHING SUPPORT <br />z LEDGER DETAIL AT HIP -SET TRUSSES <br />SD3 N.T.S. <br />TYPIGAL NAILING 5GHEDULE <br />Ledger strip <br />Ibd common <br />3 at each joist <br />Sole plate to Joist or <br />Ibd common <br />16' O.G. <br />blorkinci, face nail <br />Top of sole plate to stud, <br />Ibd common <br />2 <br />and nailed <br />Stud to sole plate, toe nail <br />8d common <br />4 <br />Doubled studs, face nail <br />IOd common <br />24"OL. <br />Doubled top plates, face <br />IOd common <br />16' along each <br />nail <br />edge <br />Continuous header to <br />8d common <br />3 <br />stud, toe nail <br />IX8 sheathing or less to <br />8d common <br />2 <br />each bearing, face nail <br />Over IX8 sheathing to <br />8d common <br />3 <br />each bear , face nail <br />Build corner studs <br />Ibd common <br />24' O.G. <br />Build-up grlders and <br />20d common <br />32' O.G. at top <br />beams up to three members <br />and bottom and <br />staggered 2 ends <br />at each <br />lice <br />1/2, 6�.,um Sheathing <br />II ga 1-4" <br />4-OL. at edges <br />7/I6' head <br />6' o.c. at other bear . <br />5/8' 6gpsum sheathing <br />II go 1-3/4' <br />4-OL. at edges <br />1/16" head <br />8' o.c. at other bear) . <br />6jpsum hlallboard <br />1/2' <br />1-3/8" drywall nail <br />I OL. on callings <br />VOL. on walls <br />5/8" <br />1-1/2' "all nail <br />TOL. on callings <br />VOL. on walls <br />Hardboard Lap SWIrg, <br />8d corrosion resistant <br />lb' OL. at top <br />Direct to Studs <br />with minknum shank <br />and bottom edges <br />dia. of 0.0440 Inch <br />and minimum head <br />dia. of 0240 Inch <br />Hardboard Lap Skiing, <br />IOd corrosion resistant <br />16' OL. at top <br />over sheathing <br />with minImi n shank <br />ad bottom edges <br />dla. of O.OQ90 Inch <br />and minimum head <br />dia. of 0240 Inch <br />Hardboard Patel siding, <br />bd corrosion resistant <br />b' OL. at edges <br />Direct to Studs <br />with minftn shank <br />12' OL. at <br />dia. of OAQ20 Inch <br />Intermediate <br />and minimum head <br />supports <br />dia. of 02Z Inch <br />Hardboard Patel siding, <br />8d corrosion resistant <br />6' OL. at edges <br />Over to Sheathing <br />with minima shank <br />12' OL. at <br />dia. of 0.06120 loch <br />Intermedlate <br />and minimum head <br />wpports <br />dia. of 02Z Inch <br />mMM <br />o <br />tJ tg„ SR <br />z � alit <br />� <br />Z � <br />w <br />(7 <br />o <br />L <br />i a <br />E <br />t <br />g <br />w <br />z <br />� <br />QQ5 <br />2 <br />LU <br />ii <br />w <br />mmm LU vi <br />C3 g <br />S2o <br />0 <br />Cl) <br />z <br />O <br />co <br />> <br />w <br />Er <br />O <br />■� <br />m <br />N <br />Cz <br />a <br />N <br />O <br />Cz <br />U) <br />L <br />(ll <br />C <br />_O <br />LL <br />N <br />(1) <br />N <br />(1) <br />N <br />BSB <br />DESIGN <br />www.bsbdesign.com <br />100 Main St. Suite 209 <br />Safety Harbor, Florida 34695 <br />813 265 4808 <br />JOB NO: AM180320.00 PROJ MGR: LCC <br />DRAWN: LCC CHECKED: <br />STRUCTURAL DETAILS <br />SD3 <br />