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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) ,Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON HiOA OR LGT2 W/ 10d x 1 1/7' 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 />y✓� <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 />CJ, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />CA <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />CJS <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. <br />9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />1A <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />3 1 <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 20 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 PIIS36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. <br />0 R <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />,A <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />c <br />3.1 <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />It a <br />RATIONAL ANALYSIS. <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />y z <br />NOTED OTHERWISE. <br />z <br />TK= MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES SHALL BE <br />FABRICATED W/ A 2x6 STM. CHORD (MIN.) <br />2. COORDINATE ANY TRAWCOFFERED 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. i <br />Lj <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. O <br />O <br />N 3.1 <br />I <br />2X4 BLOCKING BETWEEN TRUSSES 24"O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON <br />NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO <br />BRACE TOP OF WALL. <br />q n <br />— <br />N — <br />—b--r— <br />EJ7 <br />n <br />1 <br />N N N 1C <br />la '1 <br />N N <br />N N n n N N N N <br />1 <br />ATTACH 4'-0"LONG Dc SCAB TO <br />N TRUSS W/10tl NAILS 6"O.C. N B8N <br />(4" FROM EA. END) <br />N N N N <br />N IINII 999u = <br />A14G <br />essemmo�es�m� =a�saesxa:m mmm�=sem�e <br />eye <br />I I I= I 8 1� I <br />a . .... .... tea® <br />I I 1 I 1 <br />PRBFABftlIJ1T® <br />TRdlImIQ84° AAA1L <br />I I I I I i <br />= eees, a a_ i asm a eves, a e e m� a� e sA� a :_ asm r Bess+ s � e sass+ s s� <br />we e:ms®�:�e:as emma aa�--a— mmmm - — - ---- <br />I I I I I I <br />saga m:assmmeiesam:--- eee - ---a>zQ— - — - .eammaed� <br />I I I I I I <br />aee_m� �ma>ie ee� e�m e� <br />22"x54„ <br />ATTIC <br />-� <br />ACCESS <br />Ol,.e_.All <br />Owl <br />A, <br />x®r — seezam aa�a ee�alb— <br />to = 1A <br />cc77 L&`� I 3.1 a 3.1 I = 1 a s®m A15 <br />1GE <br />OR <br />FRAMING PLAN <br />SCALE: 1/4"- 1'-0" <br />101" <br />,A <br />3.1 <br />IS N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA M: 0003326 <br />� <br />1 <br />M1111, <br />C <br />emm a LOT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #9 <br />PROJECT <br />04181.006 02091 <br />MODS <br />4EBB <br />"1828—CALL" <br />GARAGE 8WnFG- <br />RIGHT <br />PAGES <br />FRAMING <br />PLAN <br />,,160APH EXP. C <br />