Laserfiche WebLink
FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW(9)10d x 1 IQ" 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/ 10d x 1 1/2" HDG NAILS, FILLALL 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 />S. 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 (41. <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 REVIEWAND <br />APPROVAL. <br />10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER Q 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 LSS 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 />$ 6 <br />BASE PLATE OR <br />I <br />REMARK <br />DEBCRI. <br />REINFORCEMENT <br />WD_1 <br />4X8 (3 )�"x5 }4") SYP. <br />HTT4 —18" DIA x 5" <br />5/S3.1A <br />PT., WOOD POST <br />EXP. BOLT <br />r--------- <br />FIRE <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />PRE•ENG. FOR DRAFT <br />STOP <br />FLR. TRUSS _ <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS III <br />3/4" PLYWOOD <br />I <br />DRAFT STOP 'I <br />1 <br />PRE-ENG. FLR. JOISTS II <br />I�1 <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFTSTOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />II II II II II II II II II it II II II II <br />u X u n u 0 u u u u u u u n <br />II II II p II II II II II II II II II � <br />o n n u u n u n u u u n n n <br />III al IL II II II IIJ311 II II II <br />11 II II II II II II II 11 11 11 II II II <br />II II 2X4 WOOD WALL II II II II II II II II II <br />11 II SYP. NO2 STUDS II II 2x4 WOOD II 11 II II 11 <br />12"°° II �j WALLWO II II II II I� II 1 '1 SYP. N0.2 / <br />u u u n u n n STUDS 1a1 u n u n V / u <br />II II II II D, II II II 12" o.c. II II II II II II <br />L' <br />II n liu <br />II 11 I <br />..�l II <br />I 1 <br />IN-DBL STUD �II <br />II „ it <br />PROVIDE ORAFTSTOPPMG <br />2X4 WOOD II <br />WALL W/DBL. <br />ALONG THISTRUSSTO <br />STUD <br />LIMIT AREA <br />II PII <br />EACH JOIST <br />() <br />B1000Z <br />.E„ <br />II <br />II IIUNDER <br />II 11 11 11 <br />— <br />II II <br />4 <br />PRE"FABRICA7e. FLOOR <br />—JOISTS®wo.C_— <br />1 I MEG II II : J5EE a <br />■ N N 11 II y/q I <br />1 II II n CJ3E_I <br />10 <br />X X X 11 II II _I <br />EJ8E <br />I __ i _— <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" WOIST <br />BM7 TO CMU WALL W/ <br />SMPSON LO111M8;3D�VW (4) �' x 4' <br />TITENHDANCHORSAND(4) z2)V <br />SDS SCREWS M BM1 <br />CJ1E <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngmup.00m <br />AA #: 0003325 <br />G <br />O <br />aumly at LoT: <br />ABBOTT PARK <br />LOT #9 BLK #12 <br />PHASE: 4C <br />PxoJECT# <br />4 81.04C-091 1 <br />MODEL' <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WDfGI <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />DATE: 12/7/21 <br />SCALE: 1/4"=1'-0" <br />sttE CT <br />s3 <br />