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y✓� q n r n n r r ; n n r r r r k k k k k L) O O u� u� u@ u� w w w @ fi FRAMING NOTES: 1.U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1(9) 10d x 1 1/2" HOG NAILS. CJl CONCRETE TO WOOD FLOOR:----—SIMPSON II —,I Ir--m--til---ir--�r---»---y rill II CJ1 LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: IrCJ3 s n n u n n n n n n n n n n n nu n n n CJ3TSIMPSON Hi DA OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES.2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENERINSCHEDULE. CJ5 6. n e 11 11 n 1B I 9 11 e u 11 11 u nn n n • CJ5T 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE 3,1 MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH to AH7 I 1 MANUFACTURER'S SPECIFICATIONS. 1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS I I ARE TO BE GALVANIZED. _ s AH9 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, — — — — — CONNECTERS ARE TO BE GALVANIZED. = — — — — — — — s ' � � ` - '- '- '- = `- 6 AH 11 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE _ - = = =' — = = �'- � = � = = ` s 3 1 CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND =BIOIO=?a�=arl—aa—a�a�_=�a_�=_=___RESM __ _amm __�=_�5�=_ _ AH13 CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. dasasa=a=as sales=a=sea=a.a.== AH15 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE sass=a=a=== SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE I I FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS a I` a - - - - - AH77 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES �a=a=a==a=a=®i' '==='a=a= ______ AH19 SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED I FASTENER, ZF 72 P8S36, .17T ° x 2 7/8" LONG, WITH WASHER a 16" O.C. ,) ss� : a� = a : sas = a = aes = ae�l= asp a a.a s a _ =s®: a =: s ®= a®s a =sea = a = AH21 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END I I UNLESS OTHERWISE SHOWN DIFFERENT, I 1 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON 21as®=s:ass=a=a=ai.:a® . a.=aafi22xe s as— s as —a-- = AH23 RATIONAL ANALYSIS. I I I ATTIC I 13. ALL ELEVATIONS ARE REFERENCED FROM 94% FINISH FLOOR. UNLESS I = a = = a = _� J-ACQE48� _=ease : aaa=sass = sa== a: a s=aa. _ ::. aa=QQ = a� . s:: s=®+= a A NOTED OTHERWISE. II I d......as=..a.==Qac=a=a>sa.a== ... A I --aa.®aa. a. a.®.a:as =a===a=seas=: Al TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2.500 LBS SHALL BE =z®===a=a===aam==.... a. s:.ass=a=aqm=a: ==m a=a=m� Al FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS I I WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT = :a= --as a. : ----- Al SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. I I 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO ASTEEL COLUMN. I 1 f I alamsa xaaaas =z:caaaa a=®asses ... a.a.:s seems.. I W sea �a =�' A2 MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN. I C) I I >fa:.:.ass:✓:®.:.a=asas�� =aa====6=av�:==®:=aa�a� A2 —— =J >♦......ap a. a... - — - =ass ---a= A3 I PREFABRICATED ROOF L---------- j TRUSSES 024"O.C. MAX e—ass:a—s--seessc.—.=z-a----s =._=ass:. a aas A4 =asaa=aama=aaa....s..m.—s a. a a s a s--sa:s. a..esaea:a:a=s� A5 I I ass...sa ... a. a. as ... a.s a s a. a. a===sack I I A5 I =aassa.as=a:=asasa. a: a:=ass�sa=a..ma.seasas:F A5 II I .ss.so.==. a.aaasaaaaaaaa=a a .s.�.as.e.a.a.—sap AH23A ti�A I II s =. s....as=..a ... AH21A L----------------- J s =sue=s=a=seas==a=sass:==® .a.a= sass-asa.a=seas= = AH19A a� --- .a®.asa.�aa:s®=�. al sae am a��a:�aa �- a�.:=—sa. � _ AH17D I ( ATTIC =ACES.. a ... a . _ .asasa:a.�s =as = (2)H10A(TYPQ AH15D 1 i BEARING WALL) AH13D I �.r :=ease=a®a asaaaaa. .a�saa - sas.es=aa=aaaasesa�=s:saaea a AH110 IoJlo,' .oIIto Am a ONE" 00 LONGWOOD, FL 32750 PH: 407-7746076 FAX: 407-774-4078 www.abdeslgngroup.com AA N:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: $13-886-2628 FAX: 913895-2902 SUBDIV. da LOT: SILVERA 10 LOT #7 BLK 16 PROJECT# 03719.001-07161 MODEL: 2795-D GARAGE SWING: RIGHT PAGE: FRAMING PLAN PH E