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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) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HOG 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 />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <br />9. 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 />10. 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 @ 16" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. 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 WI A 2x6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAYICOFFERED 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 />COLUMN SCHEDULE <br />MARK <br />SIZE 8 <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WC-� <br />4X6 (3 X"x5 }2") SYP. <br />HTT4 W/5/8" CIA x 5" <br />5/S3.1A <br />PT., WOOD POST <br />EXP. BOLT <br />y,, 3 3 3 3 <br />CA N N CJ1 <br />CJ'l n u n II n n m n u a CJ3 4 <br />NNNNNNNNNNNNNN <br />CJ • n n u u n n a n n n n n n n •® CJS <br />1C y�'� A8G Q GT iC <br />t 1 <br />A7 <br />U <br />As 6 I I $ 9 <br />m o <br />mai A4 13 <br />IA3 I mI I 1 1 <br />�m PRE -FABRICATED m�TED e OOFx>om= m <br />A2 TRUSSES 0 24 O.C. O�O <br />:=ems Ye) <br />m RIDGE <br />z _z®z�s •� O 1A <br />zs�x�sax>aev\e�=tea �\e - =x�a�x�ees=�vs � O <br />I I ATTIC I I I I $ b <br />a <br />LL (� <br />J Z <br />_ <br />I <br />A6w <br />� ¢ <br />�a <br />o � <br />a <br />lC GT O 1C <br />p 8 <br />It x x cis <br />r <br />1q B2G GT O N II CJ3 R <br />t I- <br />CJ5 x u n n n u y'A CJ zA ON �N �N �Nf �N III N CA <br />9 NN Y CJ3A ,� p <br />� CJ3 � <br />CA „ N N N N EJ7 <br />I <br />I <br />a a a G a g------------------- J <br />ROOF FRAMING PLAN <br />SCALE: 1/4" =,'-O" <br />Vw V, . <br />1441 N. RONALD REAGAN BLVD.: <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.aom <br />AA #: 0003325 A <br />Q <br />a <br />m <br />C <br />8 <br />N <br />SUDDIV & IAT <br />ABBOTT <br />PARK <br />LOT# 1 <br />BLK# 11 <br />PROJECT#t <br />04181.000-11112 <br />MODEL <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 8WDFG: <br />LEFT <br />PAGE: <br />ROOF FRAMING <br />PLAN AND <br />NOTES <br />60 9M EXP <br />DwTE 04/16/21 <br />DCAL.E: 1/4"=V-0" <br />SHEET <br />s6 <br />