Laserfiche WebLink
FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO 01000: <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 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" 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 />TRUSS MANUFACTURER I ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 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. 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 & <br />SASE PLATE OR <br />REMARK <br />DESCPTION <br />RI <br />REINFORCEMENT <br />4.4(3 1/25131/2") <br />HTT4 W/ 518" CIA. x 5" EXP. <br />SYP. PT, WOOD POST <br />I BOLT <br />r---------1 <br />FIRE <br />I _25�FT. TLOP I <br />3/4" SUB <br />FLOOR �2X4 NAILER <br />FOR DRAFT <br />PRE-ENG.fa <br />STOP <br />FLR. TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS �I <br />3/4" PLYWOODI <br />DRAFT STOP 'I <br />PRE-ENG. FLR. JOISTS 1'��II <br />1 fl <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />96 <br />Mt 3u x x <br />1 <br />\� "1A I <br />u u h n n u u u u u If 11 -Ii� 0 V. If 11 11 II^ A <br />II It itII II II II II 11 <br />II II II II II II II II I II II II II II II >,� <br />II II II II II II II II II II II II II II II II II II II 1+4 <br />u u 11 n u u u u n u u u u u n n u u n n n <br />II II II II II II II II II II II II II_ II II II II II II II II <br />II II II�„II II II II II 11 II II�I,II�I' 'll II II II II�,�II II II <br />�-- - II II <br />II 111 II 11 111 It II <br />ril"if--N' II II <br />11 It 11 0 11 u <br />N----II 1111 II II <br />II II II II II II <br />II 2XII IAD II BEARING G <br />n WALL W! SYP NO 2 II <br />II STUTOP DS <br />OF WOOD II <br />11 WALL EL. <br />STUDS <br />II <br />II <br />II <br />II <br />II <br />u <br />PROVIDE DRAFTSTOPPING, �— SECjVUD <br />ALONG THIS TRUSS AS TO = _ = TO LLIMIT AREA TO 1000 S.F. W/(1PER FBCR 502.12 NAILSSIMPSON HU26 W! ((4)) 1/4" X23/4" TITEN 2 ANCHORS TOCMU & (2) iNAILS TO TRUSS <br />SIMPSON LGUM26-SDS WI (4) <br />3/8" X 4" TITEN HD ANCHORS <br />TO CMU & (4) 1/4" X 2 1/2" SOS <br />SCREWS TO BEAM <br />PRE FABRICATED WOIS7 98 108 3 M ¢ y�1r <br />0 24" O.C. MAX 1 1 1 <br />SIMPSON HETA 16 W/ (2) <br />1/2" WOOD PANELS <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" IJOIST <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />9 <br />b <br />s1 <br />� <br />2 <br />4 <br />O <br />a <br />4 <br />ri <br />mmmT <br />EUDDIV. de Lo <br />ABBOTT PARK <br />LOT ##23 <br />BLK. ##11 <br />PLtOJECT# <br />04181.000-23112 <br />MODEIIC <br />3EEB <br />"2260-ELSTON" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />160MPH E C <br />2 <br />1 9CAL.E: 1/4-=1'-O- 1 <br />s3 <br />