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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 1/2"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 112" 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 MATCH CONNECTOR FINISH. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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 />8. 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 2A 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 P8S36, .ITT" ° x 2 7/8" LONG, WITH WASHER ® 16" 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 2,600 LEIS 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. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2) "4 COMMON <br />M ' NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO <br />�✓� v BRACE TOP OF WAIL. �'A <br />CA N EJ7 -- --�— u-- 0 CJ1 <br />N � I <br />S, CJ3 x n u a a u u u N xN An II �n I "fix y{ n a CJ3 <br />r N N N ATTACH 4'-0"LdNG 2x SCAB TO q I 1 <br />CJ5 a p N N TRUSS W/ 10d NAILS 0 6" O.C. x I I x u CJ5 1A <br />(4" FROM EA. END) I I +I , <br />1A GT <br />i1617 ....e .. m.....a®so.. . a <br />e.......... m y,A - tee �R m ----veer---- <br />s—eeeeeea---a®e—a—e a PREFABRIO- ROOF e-----e <br />TRUSSES ® 2P' O.C. MAX <br />Q <br />am�a�es�as=ssess�ssss=e� m�esms�e>z�ssssssasas®sssex <br />Al ............ e. .—e—.s_.—.>_.—e—. <br />1A <br />3J ee�e�s�v>_e w.—a—. •—e—e—a—.—•—.—• <br />A2 <br />e�ee� 22"x�.�.��.�.e —.m�m—mm�.—.—.—. <br />" I ATTIC I <br />ssasm.l ACCESS e� <br />A6 .®._.a®. ®.tea®a <br />® 1A <br />A7 <br />1A ABG GT — — V 1A <br />An <br />wCJ3 x x .NIf <br />0EJ71A <br />CJ1 N s.� ®see:.®. 1A <br />C1GE <br />a + <br />FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL.32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA M: 0003326 <br />04 <br />a <br />>9LTHDIV. As LOT <br />SILVERADO <br />LOT #8 <br />BLK. #17 <br />PROJL'CT* <br />04128.002-08171 <br />MODEU <br />4EAB <br />"1672-ARIA" <br />GARAGE SUING: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />DA 12/03/19 <br />MCA=: 1/4"=1'-0" <br />ez1IMET <br />s3 <br />