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FRAMING NOTES: I. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 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 AFC-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 134SED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. 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. 9. 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 P8836, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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. R IA 1A 1 2-PLY U:-1581 LBS G: 3695 LBS to 1 2-PLY U:-1581 LBS G: 3695 LBS � I I I I I I I II I II I 7i- IT .�.�.�. .y/A ........... .`Q. ....... —•— —�—�a� ........ PREFABRICATED ROOF .. ..® TRUSSES (0 24" O.C. MAX ............ ------- .—.—.—.—.—.r.s• ...a.......... .,_. e_.—.—.—.—.—.— RIDGE e � � e � —•:.see::a .ao.ao.....�.>_.:. ease ----..a a. ----m s Gem e a.aaaes ... . o . znm a ssa e a :. a... - as - — e ATTIC ACCESS ae----. — - — - a ----.aesee:.m_.:®. .—.—. �Q Rio . p Y H II N N II N N II II N H q a� x8 WOOD BEARING qq I SHEAR WALL WI SYP I I N I I I I I A p N 11 NO, 2, STUDS 0 W- G.C.TOP OF II H N N N N N N q II OD WALL EL. 118'-B , UNO I I I I I I I I II n II I I I I 1A I U:-124 LBS I G: 334 LBS I r------------------------------J I I I I I I I I LINE OF 1ST FLOOR BELOW ROOF FRAMING PLAN SCALE: 1/4" a P-0" to 2-PLY U:-1581 LBS G: 3695 LBS U:-1030 LBS G: 2063 LBS 1A , 1A 1 2-PLY Ur1581 LBS G: 3695 LBS d N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-77446078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 4R iY x 0 x SVHDIV. As LOT: SILVERADO LOT #6 BLK #11 PROJECT 04128.00 -061 1 HODEIA 4EJB "2807- ELLE" GARAGE SM►naG: LEFT PAGE: ROOF FRAMING PLAN LEVATION "H" 50 MPH EXP. 18 DAM 8/17/18 SCALE: 1/4"=1'-0" SHEET S6