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FRAMING NOTES: <br />1. U.N.O-ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 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 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 />- <br />CLEAR SPAN OPENINGS, <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />9A <br />106 3 <br />9B <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 />- - - - <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />F1*7777771 <br />'. <br />10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />u u u n n n u n n <br />u <br />SECURE MEMBERS TO WALL WITH POWDER <br />u n u <br />n <br />R @ 16"TED <br />FASTENER, ZF 72 PSS38, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />R, ' LO G, WITH <br />I II II II II N II II II II <br />I N II II <br />II II II II II II <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />u u <br />UNLESS OTHERWISE SHOWN DIFFERENT <br />n n u u n u u n <br />n <br />N <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />II II II II II II II N II <br />N II II II <br />i II II II II II <br />RATIONAL ANALYSIS, <br />u 11 <br />n u n If If u It It n <br />n <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />11 rrJ2 11 <br />IL 11 N <br />NOTEDOTHERWISE. <br />J3 <br />N IL II II II II II II II II <br />1 <br />®N <br />.n 11 <br />(I J9 I) <br />of If n 1. It 1. it it It it <br />ofn n u" <br />" <br />n u u u 1,n <br />II II II II II 4 <br />BM1 TO CMU WALL W/ <br />II II N II II II II II <br />2x4 WOOD WALL W/ <br />, <br />TRUSS MANUFACTURER! ENGINEER NOTES: <br />SIMPSON LGUM46.SDS W/ (4) V x r <br />TITEN HD ANCHORS AND <br />I n n n n u n n <br />II �� 2x4 WOOD <br />(I s %ADC (I II N II WALL W/ N II <br />SYP. NO.2 STUDS n <br />@ 12" O.C. <br />II <br />n N <br />II I W <br />(4)Y'x2WSOSSCREWSTOBMI <br />SYP. N0.2 <br />j <br />II 1) <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />""J 1. u n a u STUDS @ u <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />12" O.C. <br />I II <br />(If <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />BM1 <br />WOOD r <br />���1�r�i <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />WA2XI <br />6 LL W DBL <br />3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />41 <br />II II STUD UNDER II II <br />TRUS6 CONNECTIONS. <br />s4 <br />=- _-_ ===e=dl <br />II EACH JOIST <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />I <br />r - -, <br />11 ri u <br />3 108 9A <br />- <br />I I(T <br />u <br />1 1 <br />III III <br />4 <br />.1 <br />DBL STUD <br />1 <br />L=- <br />WALL N N 2X4WOOD <br />WALL W/DBL. <br />II I (I II II 'I <br />=�.' _ - <br />4 <br />II r1 STUD UNDER <br />11 PROVIDE DRAFTSTOPPING <br />THIS TRUSS ASIN II <br />u 1 <br />H JOIII T <br />N E <br />.ALONG <br />00 S.F. II " <br />II <br />II <br />PER FBCR 302.12 <br />u n u a <br />u II <br />_ <br />_= PRE-FABFLOOR <br />-JOISTS11 <br />J7 1 <br />I'� = �0= <br />u u u B <br />II II II II <br />n tr n n u 11 <br />II II it II II II <br />n n n,^ n <br />r1 u n rl Ir r1 <br />FIRE <br />u u u <br />`- -� <br />h <br />II II I II <br />II II II II it <br />FLOORS-�, <br />_______= __� <br />� <br />rl rl rl <br />rr rr II II II rr <br />FOR DRAFT <br />II <br />PRE•ENG. _ STOP <br />- - <br />t3.1 <br />II II II II <br />Il II II II II II <br />FLR. TRUSS <br />9C <br />3.1 <br />__ <br />u u III <br />a uIIII n u <br />11 <br />ELEV. VIEW <br />Ysesssd'1 $a11 <br />'ll=6 <br />98 tOB 3 <br />PRE-ENG. FLR. JOISTSi <br />3/4" PLYWOOD__- <br />8 7 <br />jI <br />DRAFT STOP III <br />3.1 .1 <br />PRE-ENG. FLR. JOISTS-n-, jj, <br />I I TI <br />2X4 NAILER FOR <br />DRAFT STOP <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />3/4"PLYWOOD <br />DRAFT STOP <br />SCALE: 114" = 1'-V' <br />W OIST <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />COLUMN SCHEDULE <br />MARK <br />SIZE & <br />BABE PLATE OR <br />REMARK <br />DEBCFlIPTION <br />REINFORCEMENT <br />WD-1 <br />4X6 (3 Yz'k5 Yx") SYP. <br />HTT4 W/5/8" DIA x 5" <br />5/S3.1A <br />PT., WOOD.POST <br />EXP. BOLT <br />VS N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH:407-774.6078 <br />FAK 407.774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 , <br />0 <br />1�'l <br />�q <br />nI <br />DIV. deBOTT PARK <br />LOT #19HLK #12HASE. 4C <br />PROJECT# <br />04181.04C-19121 <br />acoaEx: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 9NIrT6: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />I <br />ROCAPD A ABOUCHACRA <br />AR NO 93723 I <br />PRtNT <br />oz/oa/zz <br />S9IiEET <br />