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FRAMING NOTES: S <br />^ ^ ^ ^ ^ ^ ^ ^ r r k k k k k <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.10 <br />CONCRETE TO WOOD FLOOR: <br />--■-----NRN---tiI--�AA--R---w-- <br />SIMPSON LTA2 WT (8) 10d x 1 NAILS, WOOD TO WOOD: CA" <br />SIMPSON H10A OR LGT2 W/ 10d 0d x 1 1 1/ 1/2" HDG NAILS, FILL ALL HOLES. <br />■ <br />� YY AA AA YY <br />� <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER CJg <br />. ■ ■ a ■ o ■ ■ ■ ■ ■ x M ■ ■ ■ ■ . <br />CJ3T` '7 <br />SCHEDULE. <br />I N■ Ap■ pA■ I■ <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />I <br />MEETING THE REQUIREMENTS OF AFC-01 AND APPLIED IN ACCORDANCE WITH CJ5 <br />6.. ■ ■ ■ ■ 18 ■ ■ N ■ ■ ■ o ■I ■ ■ ■ ■ N = <br />CJST <br />MANUFACTURER'S SPECIFICATIONS. <br />I <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1A <br />AH7 I ( <br />1A <br />I I <br />ARE TO BE GALVANIZED. •1 <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, <br />I <br />I <br />CONNECTERS ARE TO BE GALVANIZED. <br />= _ _ ._.=s�_s:= ._�_ _■�= <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE <br />I <br />CONCRETE LINTELS. <br />- a a� aaaaaa - a a : a � a� a� a HIS—_ a MINOR �aa�a ate- E;�a�=�� Sim <br />AH11 <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />3 I <br />y�A <br />CLEAR SPAN OPENINGS. <br />L _ — — — — — — — — — — — — — _ J <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). <br />_ <br />a HESSE a pia a—_ a 61-- -. T a 1sim a aaaa a am—_ a aIMMES a 210im E a aa— a aim <br />AH13 <br />9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />I �Q <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />_ <br />>J.s .�:�:�_ -sal. .�_..>®_�_�:� _�_>�_�_�_�_ <br />. <br />AH15 <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />I I <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />p.:. s........ Is .esss.s.:....... s: - — - <br />AH17 <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"°x27/8" LONG, WITH WASHER C 16"O.C. <br />_ :�. �i. _ _ - - <br />AH19 <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />sic--s.s <br />AH21 <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />I <br />RATIONAL ANALYSIS. <br />I <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />�..s�ls.S(�s� :.. ssz=. sue: sue. sue. <br />AH23 <br />NOTED OTHERWISE. <br />I I ATTIC I <br />--��i$S��ss�s>oo=s�smsss sss s <br />A <br />I I <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />L - - - - - - - - - - - - - - - - - - - J <br />s sss�sss�sssc.....ssc.>ic:sus:= ...:a�s:�.ssss=.s��.=:�:..■�F <br />Al <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE <br />FABRICATED W/A2x6 BTM. CHORD (MIN.) <br />2.COORDINATE ANY TRAWCOFFERED CEILINGS, AND ATTIC ACCESS <br />sue .aac s.�s>sa=s.�s s:�s�s�-�. q -�-.- I <br />s—.----s— <br />Al <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />I <br />3. TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />.. .. .. .. . .�.�. s. �. . ��. �.�.�� <br />Al <br />TRUSS CONNECTIONS. <br />I <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST O" FROM THECENTER OF THE COLUMN. <br />w <br />i <br />; � . � . � .. � ...:.....:.� .......... p(. s ..... P <br />'� <br />I I <br />.I.......L........... ...........;.......� <br />I <br />A2 <br />I i L- J <br />>f.......-.......... ..s ......-- <br />A3 <br />PREFABRICATED ROOF <br />_ -s TRUSSES 2=4" O.C. MAX <br />® s@ <br />:. s.. ......---- .: s... s.......... <br />A4 <br />..................s ..--- .----- <br />A5 <br />i I <br />........... ....■ems ......---- `...... s...6 <br />I I <br />A5 <br />I <br />I I <br />................. i ...®s-s.........IL <br />AH23A <br />AH21A <br />L _ - - _ _ _ - - - - -I <br />...... <br />AH19A <br />-- .Q <br />_ <br />s..:...:s i. _ =I = =.=s�.�- s:�. ssc:ss=a.sac.ss=s . <br />AH77A <br />I �54 <br />AT C <br />ACCESS <br />s,)H10A (� - = _ <br />( <br />AH15A <br />I BEARING WALL) <br />. s■>=s...ss�. .:...I :s�s..sss..s.. .::..:s.: <br />AH13A <br />s ,mom..:ss�s m.ag■oseas s...s�s....>v>¢se�.. s.s>�.:. <br />AH11A <br />.....s. <br />AH9A <br />1A <br />AH7E 1 1 <br />1A <br />1 <br />.1 <br />GA <br />s <br />.. s sss=(d5� <br />. <br />.. s <br />.. s - - . sow ... <br />CH9 <br />O <br />tl ■ ■ <br />GA <br />. <br />. s.ss: s smmm: z <br />s <br />— s <br />yg■ <br />N A @ <br />.: , . s:. <br />CH7 <br />Q <br />a GGEA <br />: <br />as <br />N N ■ ■ <br />®W �� n� <br />= a n ■ N p .a <br />4 <br />_ <br />i�a <br />Np YA w <br />wg <br />_ W <br />- <br />Q y <br />/A <br />o <br />■ p ■ ■ ■ <br />r. <br />W <br />■_ — JI— — 1 . _ IL <br />C,13 <br />R R R n ■ tl = <br />CJ3 <br />CJi <br />,t0000a <br />- -- <br />1. k <br />Cil <br />FRAMING PLAN <br />_ <br />g y g <br />ui ui uS <br />GGE <br />�2"' <br />S <br />SCALE: 1/4" = 1-0"' <br />� ' ,ri r r r ' M <br />7 <br />"j✓ <br />A N C N I T N C T t <br />5 <br />Groin <br />- LONGWOOD, FL 32750 --- <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesi��oup.eom <br />AA #: 0003325 J <br />DRAFTING BY.- <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813 386.2628 <br />FAX: 813886.2802 <br />BIIIIIIIII <br />OU13DIV. Se LOT. <br />SILVERADO <br />LOT# 1 <br />BLK# 16 <br />PROJECT* <br />03719.000-01161 <br />MODEU <br />2795-CAMDEN <br />GARAGE 9111MG: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />e-mm" 03/24/21 <br />DATE: <br />SCALE: 1/4"=1*-0" <br />8 s3 <br />