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FRAMING NOTES: ^ ^ ^ ^ ^ ^ ^ 0 'w w 'w 'w 'w 'w 'w 'w 'w 'w ^ w' 'w 'w w' w' 'w w U 'U ` 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE 0 O w' w 0 CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: C.11 --•--'a'-v--r--v---r---r---n-- n CJl SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 N 10d x 1 12" HDG NAILS, FILL ALL HOLES.- 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER CJ3 s n • n n N n n N n n a n n n n x n n p CJ3T SCHEDULE. ^ 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH CJ5 6 a z • ■ • • CJ5T MANUFACTURERS SPECIFICATIONS. mlC I 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1A AH7 I I to ARE TO BE GALVANIZED. I 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, I l I CONNECTERS ARE TO BE GALVANIZED. e s s s:s = sssse s s� s z s:s� z : z� z e : e e� AH9 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. AH11 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND yA I i J CLEAR SPAN OPENINGS. - - - - - - - - - - 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). �" O.C. TOE LID �(f _ _ _ _ _ _- �8�r.�=1�'= -_:��--;:-- � I � _ e �e�9a'✓�'=_;sa - AH13 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE TfNASESW/(URE COMMON XISES l d COO I .j,Q SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE NALS 89EClAiE TO BY. WI � ss� z ssse s s= s :: a� a :�k zz� _ � _ _ :: z sz� e _ _ � s s� s : � s s� s AH15 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS SWSON LTA2 USED TO BRACE I I LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND TOP OF WALL APPROVAL. AH17 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES I SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED �� AH19 FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. :s:=—=:=—e 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END I UNLESS OTHERWISE SHOWN DIFFERENT. - sl es ....e z AH21 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON I RATIONAL ANALYSIS. i 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS U AH23 NOTED OTHERWISE. I ATTIC I - A I I I A TRUSS MANUFACTURER/ ENGINEER NOTES: .=.=.e . _e_e.=. Al 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE I FABRICATED W/ A 2x6 BTM. CHORD (MIN.) - - - - - - - - - 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS Al WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. I I 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO I I sews s s sxs z z ss� s sssz: . a . z . s Al TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. I I oul _ = A2 L-----------i I �_e—e_e=�p�e�._= ®_� ®_ :.__: _es.®e_e e A3 I PREFABRICATED F I I I� ._._.71 MAX A4 I I ---- I I e_e_e_e_=-�e�.:z I e . I i _e��--z_s_z_z-6 I i A5 _ s I i �.�zozoe�z®ssl. I A5 e_e_.iese_ ewe e e e ey/q I ,.�e_ese_._e 1 AH23A I / / •_ e _=fie �e�=sasses �_�_/ AH21A =e�sas�z zszs= _ =�emzaz_e�= z AH \�\ ACCESS e =�x�= seals: ee�e I I = em s�es�:�e�zsss=e:ems= - AH15D es:z— e—a—z—e—e:s_z:=z AH13D a:s—e AH11D � J � 0 - eeeae:e = AH9D -- - ewe:es= ------s—zs:=—zee Di F FH7 sus:s /. s 1A _ _ s:s�s�_�_�=®sue= DI 1A FH5 .1 = z_z.z D1 CJ3 a r a CJ3e yp B DGE Cjl • ------ --- ----- CGE FRAMING PLAN _0 _--_p SCALE: 1/4" = V-0" LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wrrW.abdesi8ngrogxc AA 8: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX 813896-2802 HUBDIV. Qe LOT"" SILVERADO LOT #13 BLK #10 PROJECT/► 03719.000-13101 MODEL 2795—D GARAGE 81IING: RIGHT PAGE: FRAMING PLAN 150 H EXP. B R 8/03/201/4"=1'-O"3