Laserfiche WebLink
FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W! (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1OA OR LGT2 W/ IOd 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 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 PBS36, .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 />1Z 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 / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 L13S 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 & <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />4x4 (3 12'k3 121 <br />HTT4 W/ 5/8" DIA. x 5" EXP. <br />SVP. PT, WOOD POST <br />BOLT <br />r--------I <br />FIRE <br />—='UL0�. — <br />314" SUB <br />FLOOR —� 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. m <br />STOP <br />FLR. TRUSS <br />ELEV. VIEW <br />PRE-ENG.FLR.JOISTS III <br />3/4" PLYWOOD <br />I <br />DRAFT STOP <br />1 <br />PRE-ENG. FLR.JOISTS II I <br />2X4 NAILER FOR <br />DRAFTSTOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />II II II II II II I) 11 II II II I II�-fl , II griu II II II IIm II <br />It 1. .1 It 1. 1. 1. ]1I1 11 11 It-n 114- u u n u ji iq p <br />II II II II II II II II II II II II II it II II II II II �, II �I,I <br />It I. It It Is It 11 11 11 11 It It It 11 Itu n n uII <br />II II II II II II II II II II II II II II II II II II II � -N <br />II II II II II II II II II II II II II II II II II II II II it <br />II II IIFJ1.. II II II II II II II13II II II II II IIFJ211 II II <br />II II /,II,II.„III.IIII, <br />�=��"if--H' II II II I�Ir1��, II II II II II II II II II fl <br />11it It of If lt 11 <br />Is It If Is -II II II II II II II II /if � it Il II II II II II II II II <br />II it II II II II II II II II �y'01 11 11 1 <br />11 11 li it 11 11 11 11 11 11 <br />II II II illy' II II II II II II II Ii II I' <br />II II II II II <br />2X4 WOOD BEARING <br />II WALL W/ SYP N0.2 II II It �I ° II SECURE 2X12 HDR II II a II I <br />STUDS 16" O.C.. TO 2X8 HDR MTS-20 <br />II TOP F WOOD II II II BL II II W/(14) 0.148"x 2 1/2" I II II i <br />II WALL EL. 8'A". H �I ,-STUD �. n it NAILS i 1 <br />STUDS <br />PROVIDE DRAFTSTOPPING, �— SEC 12 H <br />= ALONG THIS TRUSS AS TO=== 2_ <br />S <br />LIMIT AREA TO 1000 S.F. W/(' <br />PER FBCR 502.12 NAILS <br />STUDS <br />x <br />CMU 8 (2) 10d X 1 1/2" GALV. <br />NAILS TO TRUSS <br />SIMPSON LGUM26-SDS W/ (4) <br />3/8" X 4" TITEN HD ANCHORS <br />TO CMU g (4) 1/4" X 2 1/2" SIDS <br />SCREWS TO BEAM <br />PRE FABRICATED IJOIST <br />(03 24C. MAX" O. <br />SIMPSON HETA 16 W/ (2) <br />1/2" WOOD PANELS <br />FJ4 <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" = 1'-0" IJOIST <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />o <br />r44 <br />J <br />O <br />w <br />0 <br />N <br />o <br />�g <br />k` <br />a <br />6 <br />ZZ <br />w <br />O <br />"Z' <br />SUHDIV. ae LOT= <br />ABBOTT PARK <br />LOT #29 <br />BLK #9 <br />PROJECT# <br />04181.000- 29092 <br />MODEL <br />3EEB <br />"2260-ELSTON" <br />GARAGE $TIIIQG: <br />LEFT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />160 MPH Au <br />D-PRurr 04/06/21 <br />SCALE 1/4"=1'-0" <br />SHEET <br />S3 <br />