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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 WV (9)10d x 110 HOG NAILS. <br />SMALL JACKS <9' MAY BE NAILED WW (10)d x 1 IQ' HOG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 112" HOG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 UNTELS 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 REVIEWAND <br />APPROVAL. <br />9. PLACE 2x4 PTTO 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 P8836, .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 />�BC�IPn. <br />REMARK <br />D <br />(2)2X8 <br />BEAM SCHEDULE <br />EZZUM 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 />(P-) <br />W;.H' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />6.9 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR W PRECAST & PRESTRESSED U-LINTELS <br />C SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE NM r1AI rnas I 4Prro I am= 004w 1 Ewa was <br />LENGTH <br />94" (4r) PRECAST 2ZH <br />W4r (41M PRECAST Im <br />4'$ (14-) PRECAST 1608 <br />84' 04-) PRECAST 1217 <br />5'-10' (M PRECAST 1082 <br />V4' (7W) PRECAST we <br />T4' (W') PRECAST 743 <br />" (112) PRECAST 564 <br />194" (12S) PRECAST 475 <br />11W (198') PRECAST 382 <br />174' (144-) PRECAST 997 <br />19'4' (180') PRWABT 208 <br />14'4' (16n PRECAST 270 <br />W4' (17r) PRE81 NA <br />I" (1S4-) PRESTO N.R. <br />1T4' PM PRE NA <br />184' Mn PIESIIEM N.R. <br />W-0 Mill PRE NA <br />274" 041 FRS N.R. <br />24'4' — P1ES1REIM Nit <br />=- <br />=- <br />=� <br />. <br />O�OOOOm. <br />DOmOm�m <br />moovoov <br />OD�Om�� <br />0m00�00 <br />0©DOD©0 <br />®0000m <br />m©00000 <br />Im©ovoo <br />m©0000v <br />Im©000Q-�-! <br />�0�00�0 <br />0��0000 <br />00©�0�0 <br />000©000 <br />00�0000 <br />000000v <br />©000000 <br />0�000�0 <br />©©©=��0 <br />0mEmu=z= <br />000�000 <br />�00�0�0 <br />�000000 <br />E=z0 <br />�O00®m=z© <br />"0ommoLm <br />is I >m I ao I 4M I ✓M I I= <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-AU-VALUESTAM FROM'SAFE LOAD TABLES' BY CASTCREIE W1Y2D15 EDITION <br />-ALL PREGST PRODUCTSARE TOE INSTALLED PERMANUFACTIRES SPECFIGI <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6.6. SAFo GOAD tFAIIII&MN SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />LENGTH <br />74' (4r) PRECAST <br />1025 <br />1M4 <br />,BBB <br />74' AM PRECAST <br />C4r (4r) PRECAST <br />765 <br />769 <br />1300 <br />4"-0' (41M PRECAST <br />4'4' On PRECAST <br />S92 <br />M <br />10n <br />C-r ON) PRECAST <br />8-C (8I') PRECAST <br />411 <br />411 <br />746 <br />B4' (On PRECAST <br />9--10• (M PRECAST <br />340 <br />330 <br />619 <br />S-1P CM PRECAST <br />B4' (TV) PRECAST <br />5W <br />721 <br />40D <br />lr-r (W) PRECAST <br />T4' On PRECAST <br />421 <br />j 994 <br />951 <br />j T4' On PRECAST <br />P4' (112-) PRECAST <br />926 <br />1 512 <br />290 <br />0'4' mr) PRECAST <br />10'4' (12r) PRECAST <br />264 <br />401 <br />18D <br />10-r (126') PRECAST <br />11'4' (19n PRECAST <br />28D <br />452 <br />154 <br />117W (131M PRECAST <br />174' (14n PRWAST <br />264 <br />402 <br />IS? <br />17-M (140 PREIJIBT <br />IV-4- (IOn PRECAST <br />217 <br />334 <br />110 <br />1" (118n PRECAST <br />14'4' (16n PRECAST <br />206 <br />28.1 <br />100 <br />W-W (161f) PRECAST <br />W-W (176) PREffna m <br />K.R. <br />294 <br />61 <br />W-V (17n PR661Rmmm <br />1B4' (18n PRFSTRessm <br />NA <br />250 <br />89 <br />I" (18n PRESRESSM <br />17W (2 n PFEFn E96® <br />N.R <br />194 <br />64 <br />1T4' ROn PRESINESSED <br />I9W Mn PREBTFESM <br />NA <br />140 <br />52 <br />184' mn PRF81trCr� <br />21W Will PRESTRESSED <br />NA <br />126 <br />42 <br />21W Will PRE <br />274' CIM PRESIMMM <br />NA <br />118 <br />40 <br />27-7 (16n PRESTRESSED <br />W-W Mr) PRE MMM <br />NA <br />I Al <br />7M <br />2f4' Fn pmmmmm <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR <br />-PRECAST PRDWJC78 BYOT EAB TO MEET OR EXCMVMM STAIM A <br />- PROVIDE►MBMIM COF SEAW G PAST EACH SM OF MRIDOW OPENING <br />PRO DUCT CONTROL NOTICE OF ACCEPTANCE F.E.OP. CORPORATIONCASTE.CTE <br />DIVISION ACCEPTANCE #: 1"126.03 <br />F- -- 7 �� - - - - - - - - —�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />1 ♦ 8F16-t TIOMXIB 8F18-1 TI 8F16-1TA)MOB <br />1 ♦♦♦ ♦ , 1 <br />1 ♦♦' ♦ 1 j 1 <br />1� ♦ 1 <br />Im ♦♦ e j 1 <br />LINO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8,-8", UNO. <br />1 �♦ SRF14- <br />1 ♦ 1T/0M/OI <br />I 1 <br />1 1 ♦♦ <br />1 1 <br />1 1 <br />1 1 ♦♦ <br />1 1 <br />1 1 ♦ <br />1 8F1B-1T/OMMB 1 <br />1 1 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <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 />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 />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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.mm <br />AA N: 0003325 <br />N <br />m <br />2 <br />4 <br />d <br />F <br />BiJHDIV. de IAT: <br />SILVERADO <br />LOT #11 <br />BLK" #7 <br />PRO"MT111 <br />04128.002-11071 <br />MODEL: <br />4EAB <br />"1672- ARIA" <br />7MAR,AOE BWMWG. <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />%150 MPH EXP. B <br />D w. 1/17/19 <br />aCALE: 1/4"=1'-0"' <br />ar1EET <br />kIII <br />s2 <br />