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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" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ IOd 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 />5. 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 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 @ 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 />COLUMN SCHEDULE <br />MARK <br />81ZE 6 <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD-1 <br />4X6 (3 Yz"x5 Yz") SYP. <br />USP HTT4 W/ 5W <br />5/S3.1A <br />PT., WOOD POST <br />DIA. x 5" EXP. BOLT <br />r--------- <br />( FIRE <br />I � RAFT STD P � I <br />L---------J <br />F OORB—� <br />2X4 NAILER <br />PRE-ENG. FOR DRAFT <br />_ STOP <br />FLR. TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS—��_I i <br />3/4" PLYWOOD------41 1 <br />DRAFT STOP 41 <br />PRE-ENG. FLR. JOISTS <br />— <br />Ti <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />APPLY DRAFTSTI <br />ALONG THIS TRUS: <br />LIMIT AREA TO 1, <br />FBCF <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" =1'-0" OWT <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AAA; 000332® <br />I& <br />b <br />O <br />• <br />� <br />� <br />1QJ11 <br />�o <br />U <br />IP <br />stmDIV. As MSILVERADO <br />LOT #8 <br />BLK #18 <br />ROJECTO <br />04128.002-08181 <br />HODEIA <br />3EFB <br />"2447-ROBIE" <br />GARAGE EWWO: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />FRAMING PLAN <br />ELEVATION <br />' H' <br />50 MPH EXP. ly <br />PCILAM A ABOUCHACRA <br />L AR NO 93M A <br />DATIM 30/09/19 <br />8CAL,Z: 1/4" = f—o" <br />SHEET <br />S3 <br />