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FRAMING NOTES: <br />1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1Od x 1 1/2' HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1 OA OR LGT2 W/ I Od 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 />S. 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 PSS38, .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 />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 />(PSI) <br />SIZE <br />WxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />SB1 <br />MASONRY <br />3000 <br />Sx8 <br />(1 #5 <br />WA <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8' PRECAST & PRESTRESSED U-LINTELS <br />*--0— SAFE LOAD - POUNDS PER LINEAR FOOT �+-nSAFE LOAD <br />PLF <br />TYPE BUB OFM IIIN21 erleae eNe#ae eras ensue ews4a TYPE -.._ I -- on, <br />LENGTH <br />74r (42') PRECAST M31 <br />4'-0' (48') PRECAST 1966 <br />4'4P (64") PRECAST 15m <br />SW (64') PRECAST 1217 <br />B-10" (M PRECAST 1082 <br />Wd' CM') PRECAST 908 <br />r4r Pn PRECAST 143 <br />W-' (1121 PRECAST sm <br />I&-r (126') PRECAST 475 <br />114' (IW) PRECAST 382 <br />124' (I"') PRECAST 337 <br />134' (1601 PRECAST 296 <br />If-W (1SS') PRECAST 279 <br />14'-W (176'1 PRESTRESSED NA <br />154' (1641 PRESIRESSED N.R. <br />1r4* (206') PRESTRESSED N.R. <br />1W4' Mn PREIITFIESSED N.R. <br />21'4' Wn PRE81REBM N.R <br />27-a 041 PRESIRF.88E0 N.R. <br />24'4' f28e') PREBTFIESSED <br />l�r7rnax]mm== <br />K=mm31m00"01 <br />"mmmm"Imm <br />omorzmmom <br />OEM <br />Irmo"" <br />Ommmmlam0"0 <br />m"wmlmr©mom <br />oomo"ov <br />mQ_�.i!� <br />OmomoiE..,,tQ'� <br />�m000�o <br />1�m00�Q*Q� <br />Omm00m0 <br />�ommoo�-Q! <br />oo®oomo <br />OI <br />mOE�E <br />Y'! <br />mm _1 <br />oomo0m0 <br />'oomoomo <br />oom000v <br />�oom0000 <br />Q000mmo <br />ODmmm<�i <br />NZA <br />NEE(llll <br />M"m"mO <br />��O10©O!0 <br />0(llll <br />Mm""" <br />®�m"ME=x"" <br />"mmm00wM00 <br />"NammEm00ELALM� <br />�ONE <br />m <br />llumllzm0� <br />NR 110 1 JIM 1 _ 11 eel eM 1 10113n <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM %AFE LOAD TABLES' BY CASTCREfE MAY2015 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE NSTAUED PER MANUFACTURES SPECIFICATIONS <br />7-0' (4n PRECAST <br />1025 <br />ION <br />1698 <br />Y-0' (4S') PRECAST <br />785 <br />763 <br />I= <br />4'4r (m.) PRECAST <br />692 <br />591 <br />1073 <br />Sd' (64') PRECAST <br />411 <br />411 <br />745 <br />W-1a (709 PRECAST <br />340 <br />330 <br />616 <br />a4r vn PRECAST <br />W7 <br />721 <br />400 <br />rd (W) PRECAST <br />424 <br />634 <br />383 <br />WW (112.) PRECAST <br />325 <br />512 <br />230 <br />WC (12n PRECAST <br />254 <br />401 <br />180 <br />114' (135) PRECAST <br />280 <br />462 <br />154 <br />1" (144') PRECAST <br />244 <br />402 <br />137 <br />17-C (155') PRECAST <br />217 <br />324 <br />110 <br />WA' (ION) PRECAST <br />206 <br />293 <br />100 <br />W-r (TM') PRESTRESSED <br />N.R. <br />234 <br />91 <br />1W-' (184') PPEEIRE88FD <br />NR <br />269 <br />83 <br />1r-0 Mn PRESTRESSED <br />NA <br />194 <br />64 <br />1W-' Mn PRESTRESSED <br />NR <br />148 <br />52 <br />214' OnPRES1 <br />N.R <br />126 <br />b <br />W-W (264) PRESTRESSED <br />N. <br />116 <br />b <br />24.4r Mr PRIEVIIIISINIED <br />N.R. <br />N <br />S. <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />m000000 <br />mE�00�®Ci <br />R <br />m0000®o <br />��m000mo' <br />®(0m0©�I <br />omoo©mm�, <br />©1�m00�1i7 <br />oomo©om <br />o�Q�Q <br />OQ1C79Cc3_^.Q'!t�i <br />7i '1�4'� <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />-PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />• PROVIDE MINIMUM r OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: I"128.03 <br />L — — — — — — — — — — m m � — — — — — — — — — — m — J L — m m — — — — — — —11— m — — m — — m J <br />LIFT BEAM PLAN <br />SCALE: 1 /4" = V-0' <br />1441 N.RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />F <br />"e <br />o <br />8tMDIV. A, LOOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #10 <br />PROJECT# <br />04181.000-14101 <br />HODELA <br />4EBB <br />"1828-CALI" <br />GARAGE 971ING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />DATE. <br />07/29/20 <br />SCALE: 1/4"=1'-0" <br />$IEET <br />s2 <br />kk <br />