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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ IOd x 1 1/2" HOG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. 98 <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE 1 <br />CONCRETE LINTELS. t <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND " " " 3 <br />CLEAR SPAN OPENINGS. '1 <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4y. <br />9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE I\ \ •,\ <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE � , \ <br />-n rr n n n u l 1 <br />FRAMING SCHEME SHOWN VILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS It it 11 11 11 it It a 11 /1 11 11 1t I N )l <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND II II II II II II II II II II II II II II II II II II II II II h11 <br />APPROVAL. 1, <br />10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES 11 11 11 If 11 11 11 It It 11 11 11 11 11 11 11 11 11 11 I yI1 \\ <br />SECURE 2x MEMBERS TO WALL WITH HILT( X-ZF, POWDER ACCTUATED II II II II II II II II II II II II II II II II () II II L II <br />FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. to „ „ „ „ 11 If 11 11 11 „ „ It „ „ 11 11 11 11 11 11 <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. II II II II II II II II II II II II II II II II II II II II II <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON 11 it 11 11 11 11 If 11 11 11 11 1 1— u u If 11 1 u <br />RATIONAL ANALYSIS. II II II II II II II II II II II ICI if if itII II II II II II <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESSWi NOTEDOTHERSE. 14•• •• •• —• ,� •, •, „ •, •, 1� a 1�u „n 1 <br />�==�hdl-N II II II , ,N- t 1 II II II II II II IIFJ211 II 4 <br />If <br />1111 11 11 11 11 11 11 11 If <br />1 <br />TRUSS MANUFACTURER / ENGINEER NOTES' - II - to 11II II II 1� �� II II II II II II II II II <br />u n u n u u <br />1. ROOF GIRDERS W/ UPUFT IN EXCESS OF 2,600 LEIS SHALL BE <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 1 4 I II II II IIn IIu II II II II II II II II II II II II <br />of <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS 1 It11 11 of 11 11 11 It 11 11 11 11 11 11 It 11 11 11 11 11 <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT II II II II II II II II II II (\ •) II II II II II II II II II II <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />3. TRUSS COMPANY! ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO 11 11 11 11 II If 11 11 11 „ „ 11 11 If 11 11 11 It If 11 <br />TRUSS <br />CONNECTIONS. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. II II II II () II II II II II II II II II II MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN. 2X4 II 4 II II II <br />WOOD BEARING <br />11 WALL W/ SYP NO. 2 II 11 11 11 11 11 SECURE 2X12 HDR 11 11 II 11 11 I <br />TO 2X8 HDR. MTS20 <br />II STUDS 18" O.C. II II (I 'I (I W/(14) 0.148"x 2 1/2" ( II II II <br />TOP 0'. DBL <br />It WALL EL. 8'-8'. II 11 STU 11 11 11 NAILS i 1 11 11 11 SIMPSON LGUM26-SDS WI (4) <br />11, 3/6" X 4" TITEN HD ANCHORS <br />TO CMU & (4) 1/4" X 2 1/2" SDS <br />SCREWS TO BEAM <br />HJ7 -_ _ =�1 DBLSTUDS 4 5 <br />q .i .1 11 <br />_NI <br />HJ7 1 8 <br />PROVIDE DRAFTSTOPPING SEC 12 H <br />ALONG THIS TRUSS AS TO = = = TO L 2 <br />LIMIT AREA TO 1000 S.F. W/(1 �� 9B 10B 3 <br />PER FBCR 502.12. NAILS STUDS 1 .1 i <br />WD <br />r---------i - --------------- <br />FIRE <br />DRAFTSTOP <br />3/4"SUB 98 108 3 _—_------- ----- —L1G 1A <br />FLOOR 2X4 NAILER 1 .1 .1 " SIMPSON HU26 W/ ((4 1/4" X 11 _ 1 <br />FOR DRAFT =___= 23/4"TITEN2ANCH�RSTO-===PRE-ENG. STOP CMU & (2) 10d X 1 1/2" GALV. xEJ4 FLR.TRUSS - NAILSTOTRUSS 1]3A <br />ELEV. VIEW 'I I PRE FABRICATED (JOIST 9B 106 3 y4 <br />1 24" O.C. MAX _TILE:, 1 <br />PRE-ENG. FIR. JOISTS i = _ _ _ _ — _ _ _ 1/2" WON PAN L W/ (2) <br />1/2" WOOD PANELS <br />3l4" PLYWOOD---"`- 111 <br />DRAFTSTOP �� �iaaaaa�a.®a��.®aa� <br />PRE-ENG. FUR. JOISTS 11��II 4 <br />11 f1 ' <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/DRAFT TOP FLOOR FRAMING PLAN <br />DRAFT STOP <br />PLAN VIEW SCALE:1/4"= V-0" IJOIST <br />DRAFT STOP <br />DETAILS <br />COLUMN SCHEDULE <br />MARK <br />SIZE A <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />4x4 (3 1/2k31Y2") <br />HTT4 W! 5/6" DIA. x 5" EXP. <br />SYP. PT, WOOD POST <br />BOLT <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32T50 <br />PH: 407-7748078 <br />FAX: 407-774A078 <br />tivww.abdaigngroup.com <br />AA M: 0003326 <br />[k <br />� <br />O <br />ae LOICI <br />ABBOTT PARK <br />LOT #8 <br />BLK #11 <br />PROJECT <br />04181.00�-08111 <br />1[ODEIe <br />3EEB <br />"2260-ELSTON" <br />GARAGE swtxG: <br />LEFT <br />PAGE: <br />FLOOR <br />RMN <br />180 MPH E C <br />