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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" HOG 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" 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 WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER (G 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 LEIS 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 />CJt It 11-__It­ __'It __ __m__yl__ __�__It __ CJ1 <br />---_1_-�---�_,N N N N N N N N N N N N N N N <br />CJ3T u n u It itn u u n u n w u w u n u n n n w CJ3 <br />I N N N N II �N N II N N N II N N N N N N N 91 <br />I <br />CJ5T : zz:zl = it w 11 u If III n 11 a It u 11 n I 18 1 u It 11 u ..:i CJ5 <br />I 1 <br />All 1A <br />AH9 <br />z zr7oi <br />---- --- <br />��Q 3 <br />AH13 <br />L----------- -----' <br />m - iiiiiiisEs -z o- <br />�'O I I <br />AH15 <br />aaa�zz:as=s=zazs=a-----===.zaaa ..= sue.. zags aza�6 <br />I I <br />AH17 <br />_.=..... : =.=.I =.z :sz - asp F <br />AH19 <br />III <br />=...z=- — - — z::az --a.a .I.a.=zs..aa.=....— <br />E <br />. <br />I <br />AH21 <br />=.-----.=.=..... a.: ..I....a......=>=�sa.saa®!z <br />I I <br />AH23 <br />....=a -spa. <br />22x38 la . _ . a a®a <br />ATTIC <br />A <br />= =:az®= = =ga la--------=I----zsaaz- �e <br />II <br />i <br />Al <br />z----- <br />At <br />III I <br />al.zasa=m=.zzz��a:�.. a.zas�z.z a......:=.:._...... <br />II <br />Al <br />I <br />6 ..... .swam=... .a.......: <br />I I . <br />A2 <br />l I <br />'i as®a azz:..zazz . z� )S : s .� s a� a aaszz = zas = =ems — a ssa®a a®a ass: x xaas . xxaaa � — a asm a — s aa: <br />A2 <br />I I _ <br />.a.i.s.as........>= . ......-6 <br />L --- <br />A3 <br />=—...a®.a..®:=a==—=—.—:a:>®..tea ...:=a.oa.—..®aa��=a=�=.�:®). <br />PREFABRICATED ROOF <br />TRUSSES @ 24" O.C. MAX L - - i <br />A4 <br />= _....._ .....a =...a.......=...... <br />A5 <br />.... a.=.==..zz...ate..:a = <br />A5 <br />I I <br />.®....: _..._._�===�z.:ate:a®a <br />I I <br />AS <br />_..._.= z.a:aa..:=.sa==z..=a.a.z.a:=®a <br />I <br />AH23A <br />I <br />_ <br />�...as®a..�z=asz.mez a—.aa®a z--------a-----a�z <br />I I �.Q <br />AH21A <br />z : z : - — z aaase s .a® ... aaza. z z <br />L------ ----J <br />AH19A <br />=..._..— ...... <br />AH17D <br />---� <br />s.::::oa=—=.22x54 <br />ATTICa <br />�CCESS <br />AH15D <br />:.:.a.. <br />(2)H10A (TYP @ . -. <br />BEARING WALL) <br />AH13D <br />- ••_•_••===a.=—z-- ._.= a®a. za.. --a. a.a = <br />J <br />AH110 <br />a..a®..=.zzza:zsa�z:z W.=.zzazsaa .azs.®y>e� a—.. a.z <br />AH90 <br />=..._._.=.=..asza. �.=.=saw.. z .. a.. <br />D1 <br />a.s.=:=..a=.=.z.= <br />Di <br />=.=.=sz=zz=sssszssszas:a:s s...... <br />1A a.�1 .... <br />FH7 <br />D1 <br />v <br />.aaaaz:aza=s.=...... ==..a=:: . 1 a J� <br />_ FHS <br />1A <br />D <br />......� ......... . _ .... <br />. a <br />CJ3 = w sl n a <br />CJ3_ <br />0 <br />DGE <br />.......... ..... <br />v' <br />C <br />.....a . n uCGE <br />CJ1 <br />EGE-FRAMING <br />y'�S PLAN <br />u� u� u� <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134181"628 <br />FAX: 8134W2802 <br />SVHDIV. Ae LOT: <br />SILVERADO <br />LOT #4 <br />BLK #16 <br />PROJECT* <br />03719,001-04161 <br />14ODEL: <br />2795-CAMDEN" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FRAMING <br />PL <br />150 MP E B <br />DATE:E: FINT 06/10/21 <br />SCALE: 1/4"=1'-O" <br />SHEET <br />s3 <br />