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FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN HALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS 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 SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0--0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM, CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. y r r n n r r n r r r r r , k I- n K q M ✓� c-i L� L3 'w 'w 'w w ww 'w 'w w w w 'w w 'w 'w 'w ww CA CJ3 CJ5 tU II II II II II II AID II II A II II II Il r,_JL--AIL—JI--Y_—AIL—JI--II _ CJ3T n n n if 18 Il n n n N n n u n n n n n n =�_ CJST 3.1 I AH7 I a a a aaa= __ a= a aa= a aaaaa =- aaa= a ao6i a is mm - y�AI I Ea a s a s a N a ma -Ala aaaiiiiii a aaaaa a aaaE3 a aaaaa a awe a siiiiiiiiiiiiii a a=aaa a N� a a man a aaiiiiiiS a aaaaa a aaaa a aa= a --- I I I I I I I I I I I I I ATTIC ==a==LAQQ§ I I I I I _. ....... •.________�_______�_ I I I I I I gs.sssaapssa.=.=a=a W I I ea=asses:=s��.=.s.=�e o L— J PREFABRICATED ROOF TRUSSES @24"O.C. MAX ------------- I I I I I yA I I I I L J k'Ll � pu a We U ATTIC A=CESS=======a (2)H10A (TYP (cry BEARING WALL) ==a—_�====a=======a=ate --------- 7 — =—L AH9 AH11 AH13 AH15 AH17 AH19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 A5 A5 A5 AH23A AH21A AH19A AH17D AH150 AH13D AH11D AH9D D1 D1 D1 D DGE C CGE FRAMING PLAN SCALE: 1 /4" = V-0" A I C N I T E C T 5 6 GrouOLLQ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-888-2802 00 �IIIIIINII ammm� SUBDIV. ae LOT: SILVERA'0 LOT #13 BILK 16 PROJECT* 03719.001-13161 MODEL: 2795-D GARAGE SWING: RIGHT PAGE: FRAMINfik I LA H to 0P..