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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)10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1Od 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 (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 @ 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 />REaSM 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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc (psi)WZE <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)#5 <br />N/A <br />GROUTEDSOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />tw.9-6Q6 I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH �O <br />54' (42") PRECAST 2231 <br />4'-0' (461 PAST lose <br />P4' (54') PRECAST 1690 <br />5-4' (641 PRECAST 1217 <br />SAW (70') PRECAST 1002 <br />54' (M PRECAST on <br />T4' (00') PRECAST 743 <br />9-C (112') PRECAST 664 <br />194' (12r) PRECAST 475 <br />ll'-C (135) PRECAST 362 <br />12'4' (144') PRECAST 337 <br />134' (1W) PRECAST 296 <br />14W (18n PRECAST 279 <br />IN4' (1791 PRESTRESSW N.R. <br />1" (164-) PRESTRESSED RR <br />17-C (20S') PRESTRESSED KR. <br />194' Pr PRESTO N.R <br />21'W On PFEFIRE88E11) NA <br />22W (284') PRESTRESSED RR <br />2V4' PRESTRESM <br />Om�0�0 <br />000s�voo <br />DD�Omm <br />01�m0000 <br />mo�c�+om <br />sas�aovoov <br />I��00�00 <br />mm�0��0 <br />0movor <br />mm0000v <br />mm�00C�*,C�!9 <br />��m0�m0i <br />oomoo�Qi <br />oosE;a0000 <br />ammo© <br />-I= <br />o�MEM <br />10, <br />ODmm0�0'i <br />0000� <br />®om0mav�l <br />DOm��©0 <br />0a©©av <br />WmmEm <br />l <br />"m���m <br />©©mmmm <br />©ooaLt©©©i <br />©tea©aaoavo <br />0��0®00 <br />00��00� <br />0�0©m00 <br />o©0000av <br />(268') NA. t9# MO 410 404 1 M1 1 1002 1 12n <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />• ALL VALUES TARN FROM %AFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE B" PRECAST & PRESTRESSED UDS O-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFELOAD400111IM-6114111111 SAFE LOAD - POUNDS PER LINEAR FOOT <br />5d (4n PRECAST <br />1025 <br />10W <br />1688 <br />T-8" (42") PRECAST <br />4'-0' M PRECAST <br />70 <br />783 <br />1300 <br />4'4' (48') PRECAST <br />44' (541 PRECAST <br />92 <br />691 <br />1073 <br />4'4' (6P) PRECAST <br />64' (64') PRECAST <br />411 <br />411 <br />746 <br />54- (M') PRECAST <br />F-1V (m') PRECAST <br />340 <br />339 <br />618 <br />5.1D" (M PRECAST <br />54' (M PRECAST <br />607 <br />721 <br />400 <br />54' (76") PRECAST <br />T4' FID") PRECAST <br />424 <br />534 <br />363 <br />r4' W1 PRECAST <br />64- (112') PRECAST <br />US <br />512 <br />230 <br />04' (112) PRECAST <br />10'4' (12r) PRECAST <br />284 <br />401 <br />18D <br />IV4' (12r) PRECAST <br />11'4' (13" PRECAST <br />20D <br />462 <br />154 <br />11'4- (136) PRECAST <br />lr4' (14') PRECAST <br />244 <br />402 <br />137 <br />120 (144') PRECAST <br />13W (1W) PRECAST <br />217 <br />324 <br />110 <br />134' (180") PRECAST <br />14'4' (11S6') PRECAST <br />206 <br />293 <br />1W <br />14'4' (10n PRECAST <br />144' (176') PRESTRESSED <br />N.R <br />264 <br />91 <br />14'4' (176) PRESTRESSED <br />15.4' (181') PRESIAE88ED <br />N.R. <br />259 <br />83 <br />15i' (184') PRESTRESSED <br />174' Wn PRE <br />N.R. <br />194 <br />64 <br />lr.' Mn PRE <br />1Vl' M2') PRE <br />N.R <br />148 <br />52 <br />194' M2') PRE <br />21'-C mn PRE8TRE88ED <br />NR <br />126 <br />42 <br />214- (26S') PRESTRESSED <br />22'4' (2M PRE81 <br />NA <br />118 <br />40 <br />22'4' Gb4') PRESTRESSED <br />24'-0' PM PWaMENED <br />N.R <br />91 <br />33 <br />21110 Wn PRESTRESSED <br />(#) 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 A <br />PROVIDE MINIMUM 4' OF SEARM PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0126.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.eom <br />AA #: 0003325 <br />ik§ko <br />6 <br />kkb <br />6 <br />ti <br />aysnrv. ae LOT1111 <br />ABBOTT PARK <br />LOT #18 <br />BLK. #8 <br />PROJRCT# <br />04181.000-18081 <br />MCDELe <br />4EBB <br />"1828-CALI" <br />GARAGE 8W5F0: <br />LEFT <br />PAGIC: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />Dw� 10/15/20 <br />aCAL.S: 1/4"=1'-0" <br />BIMET <br />S2 <br />