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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 WY (9)10d x 1 1/7 HOG 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 />8. 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 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 />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 OTHER WISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE <br />FABRICATED W/A 2x6 STM. 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. AVD PLACG A TRUSS PERPENDICULAR TOA STEEL COLUMN. <br />MAINTAOIIN AT LEINAST 8" FROM THE CENTER OF THE COLUMN. <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. <br />ti TOE NAILED TO ADJACENT TRUSSES <br />COMMON NAILS & SECURE TOO BM. BM. W/ <br />Z SIMPSON LTA2 USED TO BRACE TOP OF WALL. <br />CAIf a (I Ell If I 1 —--�— _ e— CJi <br />CJ3 = U 11 11 11111 If 11 11 11 It 11 II II 1 1C II It Y =1 CJ3 <br />11 11 II II 11 II II A1 11 <br />TTACH 4%0" LONNG 2x SCAB TO II I I II <br />CJ5 = 11 II 11 11 II TRUSS WI 10d NAILS 06"O.C. 11 I II II =s1 CJ5 <br />(4" FROM EA. END) <br />I <br />A14G 1 <br />I I� 6 I I <br />Ate• � I �1T1TI I I I I I -- <br />I I I jiIII I <br />TED ROOF <br />24' O.C. MAX <br />I I I I I <br />I i I I I 1 <br />I I I I I I <br />I I i I I I <br />ATTIC ACCESS AJL— <br />I I I I I I <br />I I I I I I <br />A11 <br />A13 L <br />1A ___ - 1A <br />=A15 <br />81GE C1GE <br />7 8 7 8 <br />1 1 1 <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />J.441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX:407-774-4078 <br />www.abdesigngroup.eom <br />L AA M: 0003325 A <br />off <br />G <br />a <br />BU13DIV & LAT <br />ABBOTT PARK <br />LOT #15 <br />BLK #13 <br />PHASE 4B <br />PROa=T# <br />04181.04B-15131 <br />a�oaEx� <br />4EBB <br />"1828-CALI" <br />GAllAGE BWiNG: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH DE. <br />FAAW A. ABOUDIN4 RA <br />L AR NO 9111M <br />Daurr <br />A 02/07/22 <br />SCALE: 1/4"=i'-0" <br />•!IFFY <br />s3 <br />