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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 VW(9)10d x 110 HDG NAILS. <br />SMALLJACKS < G'MAY BE NAILED VW (10)d x i 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ IOd x 1 12" 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 LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS, <br />8. 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 />S. 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 WATH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PSS38, .177" ° x 2 7/8" LONG, WITH WASHER 018" 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 O'-0', FINISH FLOOR, UNLESS <br />NOTED OTHERWISE. <br />TPAM MANUFACTURER / ENGINEER NOTE8If ENGINEER NOTM: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,SW LBS SHALLSE <br />FABRICATED W/A2A 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 TOA STEEL COLUMN, <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />81ZE i <br />BABE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD 1 <br />4X8 (3 Yz"x5 X") SYP. <br />USP HTT4 W/5/8" DIA <br />-31A <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />FIRE <br />DRAFTSTOP <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />PRE-ENG, FOR DRAFT <br />FUR. TRUSS STOP <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS <br />3/4" PLYWOOD <br />DRAFTSTOP <br />PRE-ENG. FLR. JOISTS <br />2X4 NAILER FOR <br />DRAFTSTOP <br />3/4' PLYWOOD <br />DRAFTSTOP <br />PPLN VIEW <br />DRAFT STOP <br />DETAILS <br />U: <br />G: 1 <br />GRDERTO CM U WALL WAMP <br />LdJAARt-2 W!(4 WEDGE <br />BOLTS AND 4) WS3 WOOD <br />SCREWS TO GIRDER. <br />3 <br />1 <br />7717-77 <br />FT4 FT8 FT3 <br />II II II II II II II II II II II II II I I11 II II II II <br />11 II 11 II 11 It 11 11 tl 11 11 11 11 II 1111 11 II 11 II <br />II II II II II II II II II it II II II II 1111 11 11 11 II <br />I I 7fII71I 11 7I I 11 7�'1j11{ 11 J171'{t n 7I I I I IaII� �I11 1II(I 11 ' 1 <br />11 It 11 11 11 ' I 11 11 11 11 11 11 JTilj'11 11 JTIIjTl1 11 <br />11 11 It It 11 11 II I 1 I 11 II 11 11 II I1I1 II II 11 11 <br />I I I I I I I I I I 13' I I I I I 2X4W I I lilt t I I I I 11 <br />11 11 11 11 II 11 II 11 II 11 II $YPlNO2 1 II I111 II 11 11 11 <br />I I SWP I I I I I I B i l 11 1 11 <br />11 11 11 I I 11 11 BNt 11 11 11 1I11D I I 11 1 1 11 (I (I 11 11 I 1 <br />2-PLY 12 O.C. <br />G: 4922 LEIS 11 11 11 <br />11 11 11 11 11 11 <br />FTs,A any II II II II II II _-----' -_--_ 1 G:5328LBS DRAFT 4 n n n u n n <br />FT2G STOP <br />II � �_ 11 II a 11 1 II 11 4 II II 11 <br />DBL STUD <br />3 1 11 SEE DETAIL 8/S2.1A 11 1 31 I 110 11 <br />_37 _ II II II II II II II II II II <br />- - 4 - II II 11 II II II II 11 11 11 <br />_ 31- III II II II II II II II <br />-- --- 4 <br />E�: <br />1DE3.1TRLW8E8 Q 24' G.0 *�Tr I> —Tr 11--Tr I r—rr- 1 <br />- 11 II II II 13�,1 II II II II <br />) II II 11 II 11 11 11 11 11 11 <br />II II 11 II II 11 It 11 II 11 <br />FT1 <br />1A T 11 11 II 11 11 11 1 <br />CJSE <br />,Y a e,�e II II II II II II 13E 1 II II <br />345 LBS 1 10A 11 H I 1 11 11 a 11 n 11 11 11 I I <br />IL <br />cumm <br />11 11 11 11 11 11 <br />CJ1E — — 11 3 <br />- yq�- <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407.7744078 <br />wwwAbdesWkgroup.com <br />AA S: 0003325 J <br />aUBDly a LOTS <br />SILVERADO <br />LOT #9 <br />BLK. #12 <br />rao"MITIP <br />4 2-09121 <br />moDzia <br />4EHB <br />"2605- HAYDEN" <br />GARAIGM XTIEN h <br />RIGHT <br />]PAGNI: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />DA ` 11/15/1e <br />B10ALL" 1/4"=1'-O" <br />ammo T <br />s3 <br />