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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" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H1 OA OR LGT2 W/ 1Dd 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 />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 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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Q 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 2,500 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) 16d <br />COMMON NAILS & SECURE TO BM. W/ <br />5 33 3 SIMPSON LTA2 USED TO BRACE TOP OF WALL. <br />CA - p - q - - - ■- - EJ N p CA <br />I <br />CA a u a 1A n n N a a x a a u n u n CJ3 <br />q 3.1 g q q q q q q q q q q <br />CJ5 N a tl p tl p N ■ tl p p ■ p CJ5 <br />1A 1A <br />L. <br />AS <br />�\Q <br />®:ss®.s®.ems:a ®ate:®ao:sue .s�sas�an�a�7 <br />.�ssames. �.,�. m. .�sss■s.s®. .�:::>_.®as®:>� <br />:s�:o.z®ass:ems sand®. :----ass.------ <br />: sms•�.n®s ...........III . <br />PREFABRICATED ROOF <br />TRU88ES 0 W aC. MAX <br />K <br />............. i. •......ate...... <br />..._._._..._.-. ._..._........I. <br />s.rv. <br />ATTIC I ° <br />........... .ACr�ESS <br />a <br />to 1A <br />3.1 ®.:s:ss®ss®: ..s:.: ..s.::.: s..>®s>®. 3.1 <br />. to : ......s.s�:�. <br />3.1 <br />1A 3.1 GT to <br />3.1 6 3.1 <br />CCU �a ��F} y--~ W-----Wi <br />E.12 a�..�s�a Rx ---as <br />�.s,_,, B2GE <br />8 7 <br />3.1 3.1 8 7 <br />3.1 3.1 <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA B: 0003325 <br />F <br />a <br />gbg-- <br />6 <br />b <br />� <br />QQa <br />BVHDm Aa LOT: <br />SILVERADO <br />LOT #41 <br />BLK #18 <br />PROJECT# <br />04128.002-41181 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE ✓ MNG: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />III�150 MPH EXP. B <br />AA <br />NO <br />DA L' 07/27/20 <br />acALE: 1/4"=f-0" <br />SHEET <br />s3 <br />