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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 WI (9)10d x 1 12" HDG NAILS. <br />SMALL JACKS c W MAY BE NAILED WB (10)d x 1 12" HOG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 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 LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />6. BOTTOM OF UNTELS 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 REVIEWAND <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, A77" " 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 />i. 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. AVOITAD CING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAININ ATPLALEAST B" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />Sim a <br />BASE PLATE OR <br />MARK <br />DESCRIPTION <br />REINFORCEMENT <br />REMARK <br />414 (3 12'X3 12") <br />USP HTT4 W/ 5/8" DUl x 6' <br />Di <br />SYP. PT, WOOD POST <br />EXP. BOLT <br />e' <br />® <br />DOUBLE STUD <br />4x6 (3 VYx5 12") <br />USP HTT4 W/ 5/8" DIA x 6' <br />s® <br />® <br />SYP. PT, WOOD POST <br />EXP. BOLT <br />GIRDER TO CMU WALL VW USP <br />LGUM26-3 W/ (4) 3/8" X 4" <br />WEDGE BOLTS TOCMU B(4) _ <br />1/4" X 3" WS3 WOOD SCREWS <br />G:4500 LBS <br />WDt <br />---- _— --F--- 3-PIY <br />G: 4246 k <br />FEW- <br />Izt -------- <br />_ I <br />--II - n 111 —IJ-— <br />I <br />PREFABRICATED FLO DR <br />--- TRUSSES 24"O.C. <br />--G: 4246 LBS- ---- -FT4 -_ <br />TAPPLY DRAFTSTOPPING <br />ALONG THIS TRUSS AS TO \ <br />= LIMIT AREA T01000 S.F. 11 tljlJI FT911 <br />FBCR 302.12 1 <br />11 IL 11 —4 <br />—2X4 WOOD WALL W/SYP FT3 <br />NO. 2, STUDS @ 12' O.C. <br />fREFABRICATEDWOOO FLOOR <br />_---_ TRUSSES @24"O C.MAX <br />I <br />OE 3 <br />I <br />4 <br />3.1 <br />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: 407-774-4078 <br />www.abdesigngroup.mm <br />AA #: 0003325 J <br />q <br />M <br />O <br />O <br />6M. <br />k 5 <br />If w Uj O <br />W m <br />a <br />SVHDIV. dt IAT•. <br />SILVERADO <br />LOT #53 <br />BLK- #6 <br />[PRO T <br />o <br />04128.002-53061 <br />MODEL <br />4EGB <br />"GALEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />%150 MPH EXP- B <br />:ouw A ABOUCHACRA <br />An NO 93723 J <br />DAM 1/18/19 <br />SCALE: 1/4'=1'-0" <br />DIME]" <br />S3 <br />