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" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ tOd 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 20 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 2 718" LONG, WITH WASHER (2 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 / 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 TRAYICOFFERED 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 S" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />SIZE a <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />1 <br />4x4 (3 100 1/2") <br />HTT4 W/ 5M' DIA. x 5" EXP. <br />s <br />SYP. PT, WOOD POST <br />BOLT <br />4x8 (31/2-x7 l/4") <br />HTT4 W/ 5B" DIA. x 5" EXP. <br />® <br />SYP. PT, WOOD POST <br />BOLT <br />FIRE <br />LOP <br />Lgg((—�------- <br />FLOORB- <br />2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. STOP <br />FLR.TRUSS 11 W_ <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS <br />3/4" PLYWOOD " <br />DRAFT STOP <br />PRE-ENG. FLR. JOISTS''fjj,,, <br />r' Tr <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />2X6 LEDGER W/ <br />1/2" DIAMETER <br />ANCHOR BOLTS <br />a 8" O.C. <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" - V-0" <br />BMt TO LEDGER <br />W/ SIMPSON HUC48 <br />TO LEDGER W/ <br />'SON HUC46 <br />MTSI2 TRUSS <br />TO LEDGER <br />MAY <br />1441 N. RONALD REAGAN St <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />n <br />o <br />a <br />9vHDIV. as LOT: <br />ABBOTT PARK <br />LOT #21 <br />BLK. #11 <br />PROJECT#] <br />04181.00 -21111 <br />MODEU <br />2554—E301 <br />"DARWIN" <br />GARAGE $WING: <br />LEFT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />160 PH W. C <br />FOLAW A.ABOUCHACRA <br />L AR NO 93723 A <br />PRINT OS 24 21 <br />DATE: <br />SCALE: 1/4"=P-0" <br />SHEET <br />S3 <br />