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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" HOG 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/ 1Od 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 U-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 E.E. = EACH ENO, O/C = ON CENTER, F.E.S. - FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi)WklSIZi, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH O O <br />S4' (42') PRECAST =31 <br />4'0 (48') PRECAST 190 <br />4'4' (64') PRECAST 1800 <br />S4' (84') PRECAST 1217 <br />8'-18" (78') PRECAST 1062 <br />Sr (78') PRECAST on <br />7'4' Rn PRECAST 743 <br />74- (112') PRECAST 554 <br />1I4' (12S) PRECAST 478 <br />11'4- (138) PRECAST 362 <br />12-(r (144') PRECAST 337 <br />17-C (1W) PRECAST 206 <br />14'4' (10n PRECAST 279 <br />14'4Y (17n PRESINESM NA <br />1S4' (164') PRESTRESSED N.R. <br />1Td' (208') PRE87RE86FD N.R. <br />lf-T M2 1 PRESTRESSED N.R. <br />21'4' (An PRESIRESSED N.R. <br />274. (264) PRESTRESSED N.R. <br />24'4' PRESTRESSED <br />O��OmO� <br />0mm0�00 <br />�mo��om <br />�omo�oo <br />®OODOm <br />0®�m00m <br />0©omo <br />�m00000 <br />�mm000I!!C83�1 <br />Om�0000 <br />iF�E�00ti <br />'`1Q <br />��m00�0 <br />CJmm00G'1'1�1!1 <br />D�mm�oo <br />oommmov <br />m�o0moo <br />��mm�m0 <br />0 <br />D��0�0m <br />0��0®mm <br />12�9 N.R. 12e 1 an 1 460 1 W4 1 eel 1 1eM 1 1177 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM WT-E LOAD TABLES' BY CASTCRETE MAY 2015 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />`►A SAFE GOAD/MRA1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />S4' (42') PRECAST <br />I <br />1024 <br />I <br />SO (4n PRECAST <br />4'4' (48') PRECAST <br />766 <br />708 <br />1305 <br />4Nr (4a') PRECAST <br />4'4' (54') PRECAST <br />m <br />501 <br />1073 <br />4'0 (54') PRECAST <br />F4- (641 PRECAST <br />411 <br />411 <br />745 <br />FW (641 PRECAST <br />VAV (709 PRECAST <br />340 <br />339 <br />610 <br />V-10' (TM PRECAST <br />8'4' (M PRECAST <br />sm <br />721 <br />400 <br />6'4' (76') PRECAST <br />Td' (W) PRECAST <br />424 <br />534 <br />303 <br />T4' (W") PRECAST <br />yr (112) PRECAST <br />8T6 <br />512 <br />230 <br />VW (1121 PRECAST <br />IV4' (128') PRECAST <br />284 <br />401 <br />180 <br />I(Mr (12" PRECAST <br />1T4' (136') PRECAST <br />250 <br />452 <br />154 <br />IT< (13n PRECAST <br />12-V (I"I PRECAST <br />244 <br />402 <br />137 <br />174' (144') PRECAST <br />IT 4- (10n PRECAST <br />217 <br />324 <br />110 <br />1TW (18M PRECAST <br />14'4' (18n PRECAST <br />206 <br />203 <br />100 <br />14'4' (I 7 PRECAST <br />14'4' (176n PRESTRIMSED <br />N.R. <br />254 <br />91 <br />14%r (176') PRE917RE8 <br />15-4' (1841 PRE81RESSED <br />N.R. <br />251 <br />83 <br />1S-T (184') PRESM <br />1T4- RM PRESTROISM <br />N.R. <br />194 <br />64 <br />17'd' pM PREBTREB <br />1S4' Mr) PRES7AEMIED <br />N.R. <br />14S <br />52 <br />1S4' Mn PRE81RE8 <br />21'"P Mn PRESTRESSED <br />N.R <br />125 <br />42 <br />21'41' (nn PROM <br />274' RNI PRESTRE88E) <br />NR <br />116 <br />40 <br />22-4' (284') PRE8TRE3 <br />24'4Y (288') PREFMMED <br />I N.R <br />91 <br />1 33 <br />24'4' (un PREmm <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 C OF BEARING PAST EACH BIDE OF NRNDOW 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" = T-0" <br />i"I N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 4074744078 <br />FAX: 407-7744078 <br />www.abdoslgngmup.com <br />AA #: 0003325 <br />fi <br />y <br />m <br />O <br />KK <br />6 <br />3 <br />4n <br />vi <br />S. <br />i <br />28VHDIV. a LA a <br />ABBOTT PARK <br />LOT #17 <br />BLK #15 <br />PROJECT# <br />04181.000-17151 <br />MODEU <br />4EBB <br />"1828-CALI" <br />GARAGE 11WINO: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%160 MPH EXP. C <br />