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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)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2' HDG 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 (4"). <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 E 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 />DESCRIPTION <br />REMARK <br />Q <br />(2) 2X12 <br />© <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM/ B.O.L. = BOTTOM OF LINTEL I T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc <br />(psi) <br />SIZE <br />WxH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />0-4. lB SAFE LOAD - POUNDS PER LINEAR FOOT I SAFELFOAD w4CjffoMwA SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE SUS 4R140 4F1>t•4B i/408 snow IVMa# 4n4® Ewa TYPE __ -- ncuN TYPE San 4F1sn eFlsrr 4PA4T eca4n ene-1r Ras4' <br />LENGTH <br />T-r (42') PRECAST 2231 <br />YO' (489 PRECAST Im <br />4'-0' (541 PRECAST low <br />F-C (64') PRECAST 1217 <br />5-10' (70') PRECAST 1052 <br />5'4' (789 PRECAST 905 <br />T4f M PRECAST T43 <br />VW (11P) PRECAST 554 <br />1541' (128) PRECAST 475 <br />11'4' (1307 PRECAST 302 <br />120 (1441 PRECAST 337 <br />ITW (IOn PRECAST 208 <br />14'0 (16n PRECAST 279 <br />14'4C (17S") PRESTRESSED N.R. <br />194- (184') PRESTREBBED NR <br />1T4' Wn PRESTREIRIED N.R <br />1S4' Pn PRESTREBBED NR <br />2V4' (265') PRESTREM N.R. <br />22-0' (2641 PRESTRESSED N.R. <br />24'4' (zes") PRESfAF880 <br />®tom <br />=== <br />Om0000m <br />O��Omm <br />Om�0000 <br />O��O�mm <br />�m�0�00 <br />Il�tl�ll�tl.'7, <br />YIII�1�1� <br />m0mOm00 <br />O�DO��O <br />000IQ"IG"'!@!Q! <br />mmov000 <br />omomo�r. <br />mm000�v <br />mm000Q�IQ"I <br />0��0�00 <br />OmmO�t'''!Q1 <br />oomoomo <br />O�m00m0 <br />ODD0�00 <br />oom�moo <br />0�mmmIF�O <br />©oo0otmo <br />11©t1011� <br />1011''� <br />IO <br />IE <br />000��©0 <br />11©Ilia <br />11� <br />11�711011:;F�71i7 <br />0000��� <br />0�mm��m <br />0©©DODO <br />11®IIO <br />It01t5c711711� <br />tip <br />01101101117110111� <br />m <br />�00��110� <br />0�0m0Om <br />0�0�®m0 <br />0 <br />m <br />t101t011"�711a711L.7 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM WM LOAD TABLES' BY CASTCRETE MAY 2015 EDR10N <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />3'•8' (4n PRECAST <br />1025 <br />1 1024 <br />1 1598 <br />1 74r (4n PRECAST <br />4'4' (48') PREDABT <br />785 <br />TES <br />IWO <br />#4r On PRECAST <br />4'-W 6n PRECAST <br />80 <br />w1 <br />1073 <br />4'4' 04") PRECAST <br />S4' (84-) PRECAST <br />411 <br />411 <br />745 <br />94' (84') PRECAST <br />8.10' (7n PRECAST <br />340 <br />330 <br />610 <br />5.10' (707 PRECAST <br />478' (►e9 PRECAST <br />507 <br />721 <br />49D <br />" (m PRECAST <br />7--r On PRECAST <br />424 <br />534 <br />383 <br />T-C on PRECAST <br />9'4' (112') PRECAST <br />320 <br />512 <br />230 <br />9'4' (112') PRECAST <br />IWO (121n PRECAST <br />284 <br />401 <br />1w <br />10'4P (12n PRECAST <br />11'4' (138) PRECAST <br />291) <br />462 <br />154 <br />11'4' (138) PRECAST <br />12-V (144') PRECAST <br />244 <br />402 <br />137 <br />1247' (144') PRECAST <br />134' (190') PRECAST <br />217 <br />324 <br />111) <br />IV-C (18n PRECAST <br />14'-0' (188') PRECAST <br />205 <br />293 <br />10D <br />I'V-V (188') PRECAST <br />W4' (17W) PRESTRESSED <br />N.R. <br />284 <br />91 <br />14.4Y (17n PRESTRESEID <br />164' (184-) PRESTRESSED <br />N.R. <br />260 <br />88 <br />IV-C (1841 PRISSIRESSED <br />1T4' poet PRESIREBBED <br />N.R. <br />104 <br />64 <br />1T4' On PR661RE88ED <br />194' Mn PRESTRESSED <br />NA <br />14B <br />82 <br />19-C Mn PREHI D <br />21'4' PM PRESTRESSED <br />N.R <br />125 <br />42 <br />21'4' PM PRESTRESSED <br />224Y R549 PRESTRESSED <br />N.R. <br />116 <br />40 <br />2247 (M-) PREffTMNED <br />ZV4r On PRE A688ED <br />N.R <br />91 <br />33 <br />1 2C47' Mn PRESTRESSED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCI8 BY OTHERS TO MEET OR EXCEED VALUES BTATED ABOVE <br />• PROVIDE MMIMUIM P OF BEARING PAST EACH SIDE OF WIDOW OPENIM <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0128.03 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />t <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />t <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />----r----- F18-1TI---------------- ----------------------------- <br />10 BF16-1T/OM/OB8F161T/0— II <br />1 ♦12'-0" 5'-10" 19'-4" <br />♦ 1 <br />1 1 s m 1 <br />♦♦ Q o 1 <br />♦ � 1 <br />♦_ b I LL o 1 <br />8F36-1T/0M/1B <br />---------------------------- <br />8F16-lT/OWl B <br />10'-V <br />8RF14- <br />4'-0" <br />FI <br />LINO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 9.4", UNO. <br />I <br />m <br />I <br />I 1 <br />1 <br />I 1 <br />I 1 <br />8F36-1T/OM/OB oo��;---'J---------1♦ <br />1 <br />9'4" 2 1 2 8F16-1T/0M/0B <br />popoom <br />1 ♦_ <br />7$ <br />1---------------, <br />LIFT BEAM PLAN <br />SCALE: 114' = 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134396.2628 <br />FAX: S13886-2802 <br />O <br />C <br />atmDm ! W. <br />SILVERADO <br />LOT #2 <br />BLK #13 <br />PROJECT <br />03719.00-02131 <br />-MODEL <br />2795—F <br />GARAGLEFT NG: <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />Ias <br />A 8/11/20 <br />cAL1C: 1/4"=1'—O" <br />sm= <br />s2 <br />