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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA18 W/ (9) 10d x 1 1/2" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HOG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 146 10d 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 LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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 C 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'-W, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(rc <br />Pei) <br />SIZE <br />VAH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />1 (1)#5 <br />N/A <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />*--0— SAFE LOAD - POUNDS PER LINEAR FOOT I �Ia1►GMIB SAFE LOAD <br />PLF <br />TYPE MJe M.&M env pa4e ecas4eI TYPE _.._ I W I R(w <br />LENGTH <br />T-r (42") PRECAST =1 <br />4'4' (4n PRECAST 1Be9 <br />4'0 (54') PRECAST 1B9B <br />e'4' (01') PRECAST 1217 <br />F-10' (709 PRECAST 1082 <br />sr (7e') PRECAST 908 <br />T4Y (9D') PRECAST 743 <br />9'4' (11:M PRECAST 554 <br />1V4' (129') PRECAST 475 <br />11'4- (13n PRECAST 302 <br />1r4' (144') PRECAST 317 <br />1S4' (18n PRECAST 290 <br />14W (189n PRECAST 279 <br />14'4Y (17V) PREBTREM NA <br />194' (1841 PR68T NA <br />Ir-C ('DB') PRESTRESSED N.R. <br />194' Mn PRESTREM N.R. <br />214' Mn PRESTRESSED N.R. <br />2r4' (284') PRESTO RR <br />24'4' PRE'SID <br />0®00�l06� <br />00mlOm0 <br />� 000000m <br />oo�omo <br />�moolvov <br />mmoomov <br />®�Ol00m <br />! <br />®gym■ <br />m" <br />0®100"=C1 <br />�lOIOO�mO <br />�m00mQ^Q� <br />Oltt�m0101m0 <br />oEmm <br />cap <br />oosno©oo <br />l0�mlDOmlO <br />oormomm <br />o©momoo <br />d�mmm <br />®Iom�mmv <br />®lOmOlml00 <br />0�mm0©00 <br />DD�O�m® <br />©O100�00 <br />(D00(0©0� <br />�D�m�Om <br />��"0®00 <br />���� <br />( N.R. 129 1 Teo 1 4a 1 W4 M tai I im <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TNffN FROM'BAFE LOAD TABLES' SY CASTCRETE MAY 2016 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE 9DTALLED PER MANUFACTURES SPECIFIGTIONB <br />rd (421 PRECAST <br />1025 <br />1024 <br />15M <br />4'4' (4n PRECAST <br />765 <br />7e3 <br />1309 <br />C-r (649 PRECAST <br />692 <br />S91 <br />1073 <br />S4' @C4 PRECAST <br />411 <br />411 <br />746 <br />9-10' ('M') PRECAST <br />340 <br />330 <br />01e <br />e'e' (M PRECAST <br />507 <br />721 <br />40D <br />T4' (90") PRECAST <br />424 <br />634 <br />303 <br />94' (112) PRECAST <br />928 <br />612 <br />230 <br />104' (128') PRECAST <br />284 <br />401 <br />1S0 <br />1T4' (11W) PRECAST <br />20D <br />452 <br />154 <br />1r4)' (144) PRECAST <br />244 <br />402 <br />137 <br />1Y4' (190'9 PRECAST <br />217 <br />324 <br />110 <br />Iwo (1w) PRECAST <br />2DS <br />203 <br />100 <br />1441' (17e') PRESTRESSED <br />NA <br />2114 <br />91 <br />I&W 11W PRE <br />NA <br />209 <br />83 <br />1T4' (2M PINWRISISM <br />N.R. <br />194 <br />e4 <br />IV-4' Mr PRENTRESOM <br />N.R. <br />148 <br />62 <br />21'4' (28e') PRESTPEUM <br />NA <br />12b <br />42 <br />27-W (25n PRESTRESS® <br />N.R <br />118 <br />40 <br />W-W Mn PREFIREBBE47 <br />N.R. <br />1 91 <br />33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />�m01001000 <br />moom000 <br />moom000 <br />'�om0000m <br />�OIO�ODmO <br />©mml00�0 <br />.. <br />ODI�O®!O!0 <br />�oar_ <br />sm�s�:ro-sue- <br />oo�Q�oo <br />ID=C71l <br />O"w!Pw7R <br />(=gff=z7!" <br />Czm_ <br />OGE?9E=rQ�'IQ�N1M" <br />OlcmmrrQi0^_ <br />1=1 <br />mm_q <br />0ET1�}'1lll�rT�@.1C7'1 <br />�7 <br />0Q�E7'1Q1Q!!Q!'1!Q" <br />C:1MLJ14. :L....2JMENEM <br />=�.}'I' <br />1111111113"== <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-PRECAST PRODUCTS SYOT}EA8 TO MEET OR EXCEED VALUES STATED ABOVE <br />- PROVIDE MINIMUM 4 OF BEARING PAST EACH SIDE OF WIDOW OPE9iNG <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-0RETE <br />DIVISION ACCEPTANCE* 16-0126.03 <br />C. __.m ,__­ __.. ...,..,. ,.T .,," ".. ,.o"„---------.--,KK %,--u..--e �.. ".— —­ — —.-- — <br />LIFT BEAM PLAN <br />SCALE: 1/4" - V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www,abdoelgngfoup.eom <br />AA M: 0003326 <br />q <br />V <br />IS <br />24 <br />0 <br />f�.. <br />ti <br />ec7�arv. ae '7 <br />SILVERADO <br />LOT #13 <br />BLK #12 <br />PROJECT# <br />04128.002-13121 <br />MOaEI1 <br />4EBB <br />"1828-CALI" <br />GARAGE 9WING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />DA M. 11/15/.18 <br />sCAXX: 1/4"=1'-0" <br />sHE= <br />S2 <br />