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FRAMING NOTES: K ^ ^ ^ ^ ^ ^ 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO 8E CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: O SIMPSON LTA2 (8) 10d x 1 NAILS, WOOD WOOD: SIMPSON HiOA OR LGT2 W/ t0d Od x 1 1 1/ ,/2" HDG NAILS, FILL ALL HOLES. CJt n lql- Jtll Atl N II --------u- —'r--�--� --•-- u NN I CJ1 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER c CJ3T = • n �• • x u x n x n upq x n • CJ3 SCHEDULE. Mqu unx qge B• ypu qpn 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE tl 11 8 R I� N Ix N eg• p A I MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH CJ5T = _ = a x n n u a u a u u n n iB II n u n = s d CJ5 MANUFACTURER'S SPECIFICATIONS. 1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS iA AH7 I 1A A ARE TO BE GALVANIZED. 1 I 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, I CONNECTERS ARE TO BE GALVANIZED. AH9 =s=a= _ = _ __ _ 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE I I CONCRETE LINTELS. AHI1 _ ��__>__�__ = =- EEC E—_--E �EEEEE=E�EE= E 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND ` J 3 CLEAR SPAN OPENINGS. — — a�Q 8. LINTELS SHALL HAVE 4" NOMINAL BEARING(4'1. AH13 Em=_ =_—z—=_—=_—_ E EEEEM=_ ammE=__ae�_ E'er 3Es 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE AH15 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. AH17 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 I FASTENER, ZF 72 P8S36,.177"°x27I8" LONG, WITH WASHER @ 16"O.C. AH19 - 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. AH21- 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON 1 RATIONAL ANALYSIS. I I 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS AH23 =s=s=s=s=s= NOTEDOTHERNSE. ATTIC I A =__________I A°===a== _=====sF - A I I TRUSS MANUFACTURER /ENGINEER NOTES: r , — — Al _ _ _ _ _� _ _ _ _ , _ _ aJ_ -- - - ---- - 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 216 STM. 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. 3. TRUSS COMPANY ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO Al = TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. IN MAINTAATLEASTe"FROM THE CENTER OF THE COLUMN. a L------------ A3 PREFABRICATED ROOF TRUSSES @ 24' O.C. MAX AA a c AS—=—=s=—===__�_______ A5 I I 1 I AH23A I I AH21A - L — — — — — — — — — — — — — — — — — -I AH19A- - A117D =s======22x54 ATTIC �CCE�S AH15D ====s=== _ _�_= (2)HIOA WAL� BEARING AH130 �= s J AHIlD AH9D _o D1 D, ________________ _�_____ _ _MAR cr ,A =s�1 = =s=s= FH7 FH5 1A CJ3 = n MI n _ CJ3 0 DGC = CJi CGE - - -- _ - W �h FRAMING PLAN � EGE � h M v w 'ww Ili U v y SCALE: 1 W' = l'-0" `�S 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesIgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-262838 FAX: 8186-2802 sysa><v a� LAT: SILVERADO LOT #13 BLK #15 PltOJECT# 7 1 mopmu- 2795— D GARAGE SVnNG: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B