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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d 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 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 Z500 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 />SIZE 8. <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />4X6(3 Yd'z5 Y")SYP. <br />PAU46 W/5/8"DIAx5" <br />WD-1 <br />PT., WOOD POST <br />EXP. BOLT <br />553.tA <br />U: <br />G:1 <br />GIRDER TO CMU WALL WASP <br />LOUM28-2 W/(4)A'x4" WEDGE <br />BOLTS AND (4) WS3 WOOD <br />SCREWS TO GIRDER <br />3 <br />n n� n n u n 11 11 n n u I nn n n n u <br />II II II II II II II II II II II II II I'°1 III II II II II <br />uu n n n n <br />II II II II II II II II II II II II II II IIII 11 11 �� 11 <br />4 4— —N— 4— ff —H— ff —fHl .... . �I— <br />n n n n n n n � 1 � u <br />4 II II II II II III'IIIII-WLW II IIII II II II II 4 <br />/ 1 <br />11n n n n n <br />$YFlNQ21 '� IIII II II II II <br />II II II II II II 2X'4 <br />' II II II STRS@ II h <br />1 O.C. <br />n n n u n 0.2 n u n n n n <br />ST S@ <br />SYP WDN; IIII II II II II <br />2-PLY 1 O.C. <br />G: 4922 LBS III I. I I .. I <br />2-PLY IIII II II II II <br />G: 5326 LBS 4 <br />11 II II li <br />1. <br />DDF <br />7,�i <br />BLTU1I 1— <br />____—_— _31 __--- II II II II II II II II II II <br />-. 4 = II 11 11 11 II �� II 11 11 II <br />T"' 3, II II II II II II II II II <br />10E I. .. I u I- u n I1!1n .1 <br />a II _ II II _II II II II _II II _II <br />TED� 2FLOOR <br />11 II II II II I 3', I II II II 1! � <br />I II �� 11 11 11 II II 11 11 11 <br />11 ___ __ II it II II II II II II II II <br />11 11 11 11 11 11 II 11 II 11 <br />II II II II II II II II II II <br />111 II II 11 11 11 1 ,D <br />1-PLY �� g �� 11 T 11 n n ,0E n II II II II II II I ' I II II <br />345 LBS 10A 1 11 11 11 1 1 11 11 11 11 11 <br />709 LBS <br />n n n a n n <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" - V-0" <br />i N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.eom <br />AA #,. 0003325 <br />#1. <br />b <br />h <br />V <br />N <br />R <br />to <br />m <br />O <br />F <br />m <br />tm. <br />StMDIV. 3e LOT: <br />SILVERADO <br />LOT 3 <br />BLK 11 <br />PROJECT#j# <br />04128.001-03111 <br />MODEL• <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />Dpnrr -1 <br />A08/16/18 <br />SCALE: 1/4"=f—O" <br />SHEET <br />S3 <br />