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1" 153 § Z I U U U CJ1 CJ3T— II11 I .. 4 • k p I I q a n n CJST I U EJ7T >�•�= x RIDGE a EJ7T a� CJ5T I a 11 N N I CJ3T CJ1 I n 41 U M 1A M:7 .ate. EJ7 •�: EJ7 I L »� • aaaa. ` EJ7 I p®•»»tea EJ7 III III EJ7 ✓< aaa>o ` aa® ` I EJ7 I ram`®• EJ7 II aaaa: 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 ✓• aaaa • asaQ . TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL. EJ7 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS EJ7 10d NAILS STAGGERED 0 4" ON CENTER EJ7 • e EJ7 tea. CJ5 CJ3 N CA fl �1 Q Q Q Q Q ¢ Q Q Q Q Q N I I I I I 'II I I I I I I u N l l N agY N I N N a N x N n N p p d'Q H N N II N 1 N 1 1 1 1 I IW�q 1 1 1 N N Y H N p I NMLU Lu I N N N I q n � a n n gazq I I a a N M II N II N II II 11 Iq IIIIgIq N If If H n a n I n 1 N 1 I 1 1 I n q n p II n n n N 11 N I ntl It.- — a — n y,A 11 II If II U II II — � I-. I I I I I I I I I I 1 I.IH M I I N 11 N N N N g I N H I n x n x w n x x n n n n N� I I N it N N I 1 1 I I N DIM_C N N. 1— I A I ILI II II n -F-Fn it Ifs I N II 1-' .' x 1 w I FRAMING PLAN SCALE: 1 /4" a V-0" a N 1k 11 M Y N X 11 IUJ I I 11 p N N N n N p N (9 a x II p 1 1i i1 I q��1 I I' 11 p ,p N p 11 — N 11 p n II It x N a It n N x N N 0 4� iz1z"CA 14— CJ3 111 CJ5 � a aa� a aa�7 1A � 1 I A Z EJ7 MG CJ1 yy1 al CJ3 . a®y CJ5 EJ7 II EJ7 EJ7 II aa�aa�>J I EJ7 y�A I `I II CJ5 II „ CJ3 I� ._.. _.Y. M CJ1 ( I I I M�Nw u w u N IDGEx u i II it q N N111ININN O O 0 5 's" 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" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG 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. B. 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 WILL 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, ATT'"x2 7/8" LONG, WITH WASHER a 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 M 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 6'FROM THE CENTER OF THE COLUMN. A R C N I T R C T R GMD uo 1441 N. RONALD REAGAN BL% LONGWOOD,FL32750 PH: 407-77443078 FAX 407-7744078 wwwabdosigngroup.com AA A: 0003325 I� otmi)XV. Se ILOT: SILVERADO LOT #23 BILK #13 PROJ1aCT 03719.00t-23131 MODZIA 2558-HAWTHORNE" OARAGZ SrRNO: RIGHT PAOIC: FRAMING PLAN 150 MPH EXP. B