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7'-0" a a s U U U Cil CJ3T I CJ5T I U EJ7T >�_�= u RIDGE p EJ7T CJ5T _ CJ3T CJ1 I 1' c� h�7 :per• � EJ7 EJ7 I EJ7 EJ7 EJ7 I • >a� i EJ7 I EJ7 _ 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 _ • _ _ 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 EJ7 CJS _ CJ3 n CJ1 N a a a a rd a a s ¢ a a a a ¢ 1 I q 1 1 1 'B N 1 1 1 II 1 N N q N N q I q p H II N N q I I N N N ICY Y N N Y I q II Y 11 N 11 Q p tl p H M 1 p N 11 11 n x H Ya�Y Y Y N n N N II N H x N 11 N n IN NNY YNNN11 Y N N p p a X q p H N 11 N R N N N Y Y N Y tl N n q N M N ■ p N N q N— 1 — Y—. n N N Y Y Y N Y N N Y N H N N p q N M N R N X q q II I In u u u u n N R N x n x N MIDGE N I IL l .L9 n n H n q a u x x n a N— f "j-p n qle! IIj unI-I N Y Nq N u FRAMING PLAN SCALE: 1 /4" = V-0" N c3 c�3 II �S ■ CJ1 II q -04— CJ3 I I CJ5 •_• J JC1 CJ3 II • _ N CJS �_�•_,� I EJ7 II 1. >®• _ EJ7 I 1 �•_•_� EJ7 II >� • e� EJ7 y�A I I •_. CJ5 II x CJ3 i III 1 -�• •TI i''�i"�'i'' ..1 r � N I I U Ilia E FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) IDd x 1 1/2" HDG 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. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" ° x 2 718" 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 0'4", 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 NIA TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST S'FROM THE CENTER OF THE COLUMN. 71 A A C N I T E C T$ Grew LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.eom L AA M: 0003328 J Ir�Illlll 911N11 amm, BUBMI ec LOT SILVERADO LOT #17 BLK, #14 PnoimcT 03719.00O-17141 MoDEZa "2558-HAWTHORNE" GAKAGs EVnNG: RIGHT PAGM: FRAMING PLAN 150 H B rxsaas-r DATA 1/28/21 BCAZX: 1/4"=1'-0" 8HMET s3