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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177" ° x 2 7/8' LONG, WITH WASHER @ 10" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM, CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. <br />TOE NAILED TO ADJACENT TRUSSES W/ (2)1; <br />_ COMMON NAILS & SECURE TO BM. W/ <br />i3 SIMPSON LTA2 USED TO BRACE TOP OF WALL. <br />CA x EJ7 <br />I <br />§ CJ3 n guN x pau ygn pryx pqx n ux Nn it x 1 B II x M : CJ3 <br />F� tl a N A II II II A II <br />CJ5 = n n x n x n s u n x x n n CJ5 <br />1A 1A <br />3.1 A14G <br />1A to <br />A7---- :aaaaesaaasaae=ate =—a —soaaa----=—. <br />�ss:a®a�a:a�aaamaa�asa� .... ......a <br />PRE-FABRK'ATED ROOF <br />7RL MM O24" O.C. MAX <br />a...=.a........ .._............ <br />a.=.=®=._....... .. . . . . . . . . . . . . . . . <br />...............W ................ <br />1A __ 1A <br />3.1 aa�az�aa®sa�sasaa. a:s aa�as=aa.aaamaaz�a:a�• 3.1 <br />. a.........: .. _.=.........:. <br />=.:a=saa..(=22"xsa" �••••• .=.ate=.::_.... <br />° I ATTIC I <br />ACCE�SS �L.... .aa�a.=.=...... <br />...-_..... ........... <br />��e tiA <br />. <br />to A15 1 •1 to <br />0 <br />A16 <br />81 ..� ..-..a.... <br />1 1 7 1 <br />FRAMING PLAN <br />SCALE: 1/4" = T-0" <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdaslgngrouP.com <br />L AA N: 0003325 <br />1 <br />r <br />bb� <br />14 <br />F <br />m <br />C <br />go <br />a <br />To <br />SILVERADO <br />LOT #42 <br />BLK #18 <br />PROJECT <br />04128.00 —42181 <br />MODRIA <br />4EBB <br />"1828-CALI" <br />5ARAOR ewua0: <br />LEFT <br />PACE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />DATjc. 07/27/20 <br />8CALIlC: 1/4"=1'-0" <br />8 s3 <br />