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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 i 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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 (C). <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 HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PSS36, .177' ° x 2 7/8' LONG, WITH WASHER 0 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 />SIZE S` <br />DESCRIPTION <br />REMARK <br />1O <br />(2) 2X12 <br />© <br />(2) 2XII <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 />(Pel) <br />WIzH' <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)45 <br />WA <br />GROUTED SOLID <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 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6ww,69lw 1 SAFE LOAD - POUNDS PER LINEAR FOOT 6WW- j9I841 SAFo GOAD 6wr-69SA I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH °_ <br />3'-9' (42') PRECAST 2231 <br />4'-V (4e) PRECAST 1955 <br />4'4r (541 PRECAST 1599 <br />94' (54') PRECAST 1217 <br />9.10' (t0') PRECAST 1082 <br />9-0' M PRECAST on <br />r!' 8101 PRECAST 743 <br />Oi' (1121 PRECAST am <br />1041' (12B) PRECAST 475 <br />11'4- (138) PRECAST 362 <br />12'-0' (1441 PRECAST 337 <br />IS-C (180") PRECAST 298 <br />14'-0' (1851 PRECAST 279 <br />14.4r (1751 PRESTRESSED NA <br />194' (1841 PRESTR688ED N.R <br />iri' (205) PRESTRESSED N.R. <br />19'-4' M21 PRESTREINIED NA <br />21'4' X81 PRESTRESSED N.R <br />274r (2841 PRESTRESSED N.R. <br />24'-0' PRESTRESSED <br />�11 <br />�1 <br />1=1 <br />=- <br />=7 <br />omm000 <br />m <br />�f��Ommm <br />omoomom <br />� omm000v <br />mom�r,.lromm <br />�mm0�00 <br />®Om00m <br />� <br />m00�0 <br />�1�1O�Q <br />0000®umao <br />ommoo��r <br />s�osaoo�lo <br />000momo <br />0000mov <br />O��m000 <br />©oc�0moo <br />BL7�m0m®0 <br />©���WMmMM <br />��©0��� <br />000mmmm <br />0000000 <br />0��0®m0 <br />0000�8�70 <br />O��Om00 <br />(2e81 NA 126 1 M 1 400 1 04 1 SM 1 1002 L IM2 <br />(N) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM WM LOAD TABLES' SY CASTCRETE MAY 2015 EDITION <br />- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS <br />S4f (421 PRECAST <br />1025 <br />1024 <br />4'4r (461 PRECAST <br />765 <br />753 <br />B41' (54-) PRECAST <br />692 <br />501 <br />9i' (041 PRECAST <br />411 <br />411 <br />V-10' (701 PRECAST <br />340 <br />330 <br />94P (781 PRECAST <br />WT <br />721 <br />r-r (901 PRECAST <br />424 <br />534 <br />V-4' (117) PRECAST <br />320 <br />512 <br />10-0' (128') PRECAST <br />284 <br />401 <br />11'-C (135) PRECAST <br />290 <br />452 <br />lr-V (1441 PRECAST <br />244 <br />402 <br />13'4' (150) PRECAST <br />217 <br />324 <br />W-W (1581 PRECAST <br />205 <br />293 <br />14'4r (178) PRESTRESSED <br />N.R. <br />2S4 <br />1941' (1341 PRESTRESSED <br />N.R. <br />250 <br />1ri' f208') PRESTRESSED <br />N.R. <br />194 <br />IW-V (2321 PRESTRESSED <br />N.R. <br />148 <br />21'i' IPr PRESTRESSED <br />N.R. <br />125 <br />2r-W (254') PRESTRESSED <br />NA <br />118 <br />21O Mn PRESTRESSED1 <br />N.R. <br />1 91 <br />LENGTH <br />08 <br />3'4r (421 PRECAST <br />300 <br />4'4r (451 PRECAST <br />073 <br />4'4' (61') PRECAST <br />746 <br />9i' (641 PRECAST <br />115 <br />9-10' (7') PRECAST <br />I90 <br />V-r (7S) PRECAST <br />303 <br />Tor (99') PRECAST <br />730 <br />914- (11P) PRECAST <br />ISO <br />104p (128') PRECAST <br />164 <br />11'4' (135) PRECAST <br />137 <br />12'4P (1441 PRECAST <br />110 <br />17i' (1801 PRECAST <br />ADO <br />14'4r (10" PRECAST <br />91 <br />14'%r (1781 PRESTRESSED <br />S3 <br />W4' (1641 PRESTRESSED <br />54 <br />1ri' (4081 PREFMESSE0 <br />62 <br />10.4 O'.32'1 PRES1RE88ED <br />42 <br />21'i' Mn PRESTRESSED <br />40 1 12T4r (2541 PRESTRESSED <br />33 ) )2r-W p1351 PRE87 D <br />(k) 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 BEARING PAST EACH SIDE OF NANDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTELRETE <br />DIVISION ACCEPTANCE #: 15-0126.03 <br />'♦T__—_r_____---1T/OM/1892 <br />___—_—___—_-- 8F16-1T/0-00B _-____—__^____8F16-1T/OM/1B __________ II <br />1 <br />1 <br />♦♦ <br />♦41W1 <br />1 <br />1 <br />I <br />♦♦ <br />♦ <br />AH7 <br />� <br />LL <br />0 <br />17 <br />"' <br />01 <br />I m <br />1 <br />o f <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 />I <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />8F16-1T/GM/1B <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />BRF14- <br />4'-0' <br />R <br />LINO, PROVIDE BBI WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 9'-4', UNO. <br />ca <br />9 <br />0 <br />1 <br />1 <br />♦♦ 8F36-1T/OWOB ; '�; J----------% <br />♦ ♦♦ 9'i" I 2 1 z ♦ 8F16-1T/OM/OB ♦ <br />8F36-1T/OM/1B ♦ c ( <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-O" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32760 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.00m <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: 8134386.2628 <br />FAX: 813.886.2602 <br />amanm <br />BLTHDIV. do LOTIIIII <br />SILVERADO <br />LOT #12 <br />BILK #10 <br />PROJECT# <br />03719,000-12 <br />' CAMDEN <br />GARAGE 8RING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%150 JQPH EXP. B <br />G1 <br />L <br />08/03/20 <br />M 1/4"=1'—O" <br />ET <br />s2 <br />