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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1l2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ IDd 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 />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. BOTTOM OF LINTELS 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 REVIEW AND <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, .177" ° 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 />1. 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 I 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 6 <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD-1 <br />4X6 (3 X"x5 y") SYP. <br />HTT4 W/5/8" CIA x 6" <br />553.tA <br />PT., WOOD POST <br />EXP. BOLT <br />r---------1 <br />FIRE <br />L— — — — — — — -- <br />3/4 <br />FLOOR ^� <br />RUSS <br />2X4 NAILER <br />FOR DRAFT <br />PRE•ENG. STOP <br />FLR.T <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS �I i <br />3/4" PLYWOOD 4i <br />DRAFTSTOP �) <br />PRE-ENG. FLR. JOISTS—Ijj�\� <br />ii TI <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />SIMPSON <br />TITEN HO / <br />BOB SCRI <br />PI <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1l4" = l'-0" IJOIST <br />1 N. RONALD REAGAN SI <br />LONGWOOD, FL 32780 <br />PH:407.7746078 <br />FAX: 407-774-4078 <br />www.ebdoeigngroup.eom <br />AA A: 0003325 <br />q <br />R <br />SLJBDIV. de EAT <br />ABBOTT PARK <br />LOT #11 <br />BLK. #8 <br />PROJECT <br />04181.00 -11081 <br />MODEU <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />