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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 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" 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 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL NTH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 POS36, .177" • x 2 718" LONG, WITH WASHER @ 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 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />x 11 Is n to n it n it It n x n it <br />811 U N II II II V a 11 N 11 II II <br />II n x u IIJam <br />1 11 11 11'' 11uIn <br />(I II I, ' J2 L I—,! —!! I 7F <br />n u N it u x x I' n n u it x {'' <br />II II SIYP. NOWOODWALL DDSW/ I) I N D N IIt <br />WALL <br />/11 II II u II <br />II II I c� 12" O.C. <br />p h p p II II ' II SYP. NO.z u II II 0 /T. °` II <br />x n n u u u n STUDS u Itn n n <br />II II II II\/II II II12"O.C. B II II II II II <br />COLUMN SCHEDULE <br />4 DBL STUD <br />SIZE S BASE PLATE OR n n I .1 ., u <br />MARK DESCRIPTION REINFORCEMENT REMARK " II fl II I II II <br />4X6 (3 }!2"x5 J2") SYP. HTT4 W15/8" DIA x S' 2X4 WOOD <br />WD-1 PT., WOOD POST EXP. BOLT 553.tA I� PROVIDE DRAFTSTOPPING �� WALL U DBL. " <br />ALONG THIS TRUSS AS TO STUD UNDER <br />(I LIMIT AREA TO <br />FBCR 02 .F, II EACH JOINT I) <br />u .. .. n x It <br />FIRE <br />DRAFT STOP <br />g/4" SUB <br />FLOOR �, 2X4 NAILER <br />F <br />PRE-ENG. _ STOPOR DRAFT <br />FLR. TRUSS - <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS �I <br />3/4" PLYWOODI <br />DRAFT STOP �I <br />1 <br />PRE-ENG. FLR. JOISTS"'T'�'�v' <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />II II II II ii II II II <br />II II II II II �'' II II <br />n n n u u u u x <br />II II II II II ;, II II <br />II II II �� II II II II <br />ersxsxs sx ax: <br />zsxs sx I _ x� <br />Iszsxs sxsxsx= <br />�, s sxszsxzz: <br />PRE-FABFLOOR <br />JOISTS a 2P O.C. <br />e x= x xxxx x xxxxx xxxa _= x z� x e <br />m�a�ssz= sxszs ze <br />IIIIII <br />�xx�x==� ==xxxxxxxxxxx== <br />N N N It gnq y�A <br />10 g p CJ3E <br />t R d I,N <br />p EAE II II _fl <br />-- - ---- - L-"-- CJ1E <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" - 1'-0" IJOIST <br />yKs <br />F <br />BMI TO CMU WALL W/ <br />SIMPSON LGUM488DS W/ (4) %* x 4• <br />TITEN HD ANCHORS AND (4)y' x 2)4• <br />SDS SCREWS TO BMI <br />L"I N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407.774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA M: D003325 <br />S <br />a <br />111.3 <br />D RENT 04/16/21 <br />BCALM 1/4"=V-0" <br />SKEET <br />S3 <br />