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FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" "x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 216 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 WX5 XI SYP. PAU46 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT 7 _ _ ... to It to it Itu n it rr rr r ,DE II II II II II II II II II u n n n n n n it u II II II III n n n rr rr III II II II II nu to to II II II II II II II II II II II II it II IIII II II II II 4 -I, I, -4 4 n n II II II II II II I ' I rr II ram- to IIII II II II II GIRDER TO CMU WALL WIUSP � n n n n n n u r r n 112xWWD II u n SYRrN0.2 r i t LGUM28-2 WEOOD D S IIII (jb'x4" AND BOLTS AND 4)WS3 WOOD I I I I I I I I I I I 12x4 W W/ I I I I 1 O.C. I I I ii SCREWS TO GIRDER. r r n u n n n SVP 0.2 I r r r r r S,UO@ W°'IIII 2�LY II it II II G4922 LES n n n n o I 2-PLY IIII II it II II ------- ------ G: 5326 LBS 4 .1 urr rr rr n n rr ii it rr r DBL STUD rr rr 4 rr rr it II II II 11I II II 3 4 = ri rr rr it rr 11 rr rr rr rr —___ ___ - - " 10E II II ►I II I n It 1, .1 II II II II II It n rr tor 1' II II I I II II II II _-VAIN __—__—_ " --- PTRUSSESE24 OC I II II II II II II I II to II to II ', I II II II II 11 to If it rr CRICK __— it 1. 1. 1 0E r rr nIrIr nIrIr '°A II II II II II IrIr I .1 1A 1r r _rr U: 119 LBS G: 354 LES — --------- --------. 3 FIRST FLOOR FRAMING PLAN SCALE: 1/4" =1'-0" El 1441 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngrouP.com AA #: 0003325 F .4 g V V 0 h O F r tyEmxv. ac I.OT: SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 MODEL- 4EHB "2605—HAYDEN" GARAGE 31vsr7G: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 50 MPH EXP. 18 D � os/is/19 9CAL.E: 1/4"=1'-0" SFIE:ET s3