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9710411►[elli!NW <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od 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/ 10d 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 />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 />8. 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 Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PSS36, .177" ° x 2 718" 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 />TRIM MANUFACTURER / ENGINEER NOTE& <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5D0 LES 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 ALLTRUSS 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 />B� 8 <br />BABE PLATE OR <br />REMARK <br />DL-BCxtIP,ION <br />REINFORCEMENT <br />WD1 <br />4X6(3)4"%5)4)SYP. <br />HTT4 W/5/8"CIA x 5" <br />5/83.1A <br />PT., WOOD POST <br />EXP. BOLT <br />y) U U U U U U )1 <br />CJ1mi" <br />CAQJ3CJS 11 II p a . 11 II 11 II II II II II e== J5 <br />1BABG 1B <br />, <br />i <br />A7 <br />p O �_ __ _ =-mac= =06= _ �_ _ ==c =1so <br />$�o I I 6 A51 <br />�O z _- <br />U <br />o PRE- ABRICATED ROOF <br />O TRU ES G 24" O.C. <br />P _-_ AZ <br />_RIDGE <br />12 <br />ko=______ - = yA =- ==^=�e <br />O ' - T22"X30" <br />I I I ATTIC I I <br />�O <br />z U <br />O ¢ AS =_ <br />K <br />ao I I I I <br />�A6 <br />��=� <br />gj <br />U <br />1B A9G 1B <br />CJS = ------= <br />CJ3 II II II II P �, <br />CA I, II 1w P Ilw WII WII W1=______ <br />w <br />O <br />0 <br />i <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = 1'-T <br />.1 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-T74-4078 <br />w .abdesigngroup.00m <br />AA #: OD03325 <br />4 <br />® <br />O <br />S <br />is <br />ti <br />F <br />U) <br />g W <br />O <br />ISUBDrv. & I.OT- <br />ABBOTT <br />PARK <br />LOT #16 <br />BLK 9 <br />ROJECT* <br />04181.000-16091 <br />MODEIi <br />4EHB <br />"2605-HAYDEN" <br />GARAGE S'WMG: <br />RIGHT <br />PAGE: <br />ROOF FRAMING <br />PLAN AND <br />NOTES <br />L PH <br />DATA 06/14/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s6 <br />