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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" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1Y1" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING IV). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SNZE & <br />DESCRIPTION <br />REMARK <br />10 <br />12) 2X12 <br />20 <br />(2)2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />rc <br />(psi) <br />SIZE <br />WXH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />1 <br />TEDSOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />60 6m- SAFE LOAD - POUNDS PER LINEAR FOOT � SAF.E GOAD 4tAM-61 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH 0°0 <br />a'd (42') PRECAST 2231 <br />4'd (4a•) PRECAST 1g55 <br />4'd (541 PRECAST Iggg <br />S'-C (541 PRECAST 1217 <br />s-10- (M PRECAST 1082 <br />Sd (7n PRECAST g05 <br />r4' M PRECAST 743 <br />174' (1121 PRECAST 564 <br />194r (1281 PRECAST 475 <br />11'-' (131n PRECAST 362 <br />12'4r (1441 PRECAST 337 <br />194• (1W) PRECAST 296 <br />W-W (18n PRECAST Z79 <br />14'd (175') PRESTRESSED N.R. <br />1" (134') PRESIH08ED N.R. <br />Ira ' On PREP N.R. <br />19'd CA9 PRESTRESSED N.R. <br />21'W 01011 PRESTRESSED N.R. <br />27d CM41 PRESIRESSED NR <br />24'd (235') PRESTRESSED <br />©m©o©ov <br />©o®o®mm <br />omovvoo <br />©o®ommm <br />sum©os�ov <br />©m©Om00 <br />sum©m©oo <br />mm�00m0 <br />mm000C�'_".Guy"" <br />00000mv <br />oos.�mo�s <br />oomoomo <br />os�s.�0000 <br />I0��010�10 <br />©DDODmO <br />DOEMO0"m0 <br />1©oomll�ory <br />00000�0 <br />IOC"mOm® <br />1®D�00�Im <br />I�r�alnmooly <br />00000�0 <br />OD�m��m <br />�0�0�00 <br />RR n I 1.0 _ 4m 1 - IM{ g"4 1177 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MAMIFACTLREB SPECIFICATIONS <br />LENGTH <br />-----I <br />LENGTH <br />7- (4Z) PRECAST <br />1026 <br />IOTA <br />I= <br />Sd on PRECAST <br />4'd (41n PRECAST <br />795 <br />78.5 <br />13M <br />4'd (4a•1 PRECAST <br />Pd (549 PRECAST <br />m <br />591 <br />Ion <br />4'd (54') PRECAST <br />B-4' ml PRECAST <br />411 <br />411 <br />746 <br />E4' (64-) PRECAST <br />V-14r (70") PRECAST <br />340 <br />330 <br />616 <br />s-15' (7d') PRECAST <br />Sd (78') PRECAST <br />507 <br />ref <br />400 <br />5'd (15") PRECAST <br />rd (W) PRECAST <br />424 <br />534 <br />363 <br />rd mn PRECAST <br />od (112) PRECAST <br />S&I <br />1 512 <br />230 <br />VW (112) PRECAST <br />10'd (12r) PRECAST <br />2s4 <br />4o1 <br />1a0 <br />lad (12r) PRECAST <br />1114- (135) PRECAST <br />200 <br />462 <br />164 <br />11'W (136) PRECAST <br />12'd (1449 PRECAST <br />244 <br />402 <br />137 <br />1Z'd (144') PRECAST <br />IX-C (1a0') PRECAST <br />217 <br />324 <br />110 <br />19-C (1W) PRECAST <br />14'd (ion PRECAST <br />205 <br />2gS <br />100 <br />14'd (IWj PRECAST <br />14'd (lin PRESTRES3ED <br />NR <br />254 <br />91 <br />14'd (17" PRESTRESSED <br />18'd (IM PRESTRESSED <br />NR <br />259 <br />83 <br />15'-C (184') PRB7RE88ED <br />ir4' Mn PRESTRESSED <br />N.R. <br />104 <br />54 <br />1rc C4089 PI✓�7REBBED <br />19i' Rom') PRESTRESSED <br />NR <br />148 <br />52 <br />15d (282') PRE67RE08ED <br />21'd On PRESTRESSED <br />NR <br />125 <br />42 <br />21'd' Mn PRE91RE.88ED <br />274r (204") PRESTRESSED <br />NR <br />116 <br />40 <br />22d 04") PREY D <br />W-W (Tee') PRESTRESSED <br />NR <br />91 <br />33 <br />2Pd MM PRESIPEBBED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />-PROVIDE MINIMUM 4' OF BEARSIO PAST EACH CEDE OF VANDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE #:16-0126.03 <br />1 <br />1 <br />1 <br />1 <br />1 <br />4 1 <br />1 <br />1 <br />1 <br />-------1T/OM/10----—---------BF18-1T10M/OB-----------m--6F16.1T/O—----- <br />------ <br />II <br />1 <br />12'-0" <br />5'•10" <br />m <br />1 <br />1 <br />b <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />$ 1 <br />< 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />6 1 <br />1 1 <br />1 <br />4 1 <br />1 <br />�` <br />art'/��. I ♦ <br />BF16-1T/0M/1B <br />10'-6" <br />o <br />I <br />0 <br />w <br />f <br />0 <br />W <br />LINO, PROVIDE B81 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 9'-4", UNO. <br />IUM/Ut$ 1 <br />1 <br />4'-0" i 1 AH7E <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />8F36-lT/0M/0B I ram; <br />' 1 <br />� <br />1 . <br />LIFT BEAM PLAN <br />SCALE: 1/4" = l'-0" <br />8F16-lT/0M/0B <br />7-8—_________ <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813886-2802 <br />StmDIv. ae M <br />SILVERADO <br />LOT #13 <br />BLK #13 <br />PIOJECT1/ <br />03719,000-13 <br />�Io�EI� <br />2795-F <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />I0/30/20/4"=1'-O"2 <br />