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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) 1Od x 1 1/2' HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HOG 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 PBS36, .177' ° x 2 7/8' LONG, WITH WASHER 44 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 9-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.0.8, -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 />PC <br />(psi) <br />SIZE <br />WxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />WA <br />GROUTED 30LID <br />SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />6I0ir-61011fiB SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />74r (42') PRECAST 2231 <br />4'-0' (4n PRECAST 190 <br />44' (84) PRECAST 1500 <br />S-C (04') PRECAST 1217 <br />V-10' (70') PRECAST 1002 <br />rd (7n PRECAST 006 <br />'I T4' (M PRECAST 743 <br />r4' (112') PRECAST 554 <br />Ire' (1201 PRECAST 475 <br />11'4' (138') PRECAST 362 <br />W-W (I"') PRECAST 337 <br />I" (mrJ PRECAST 208 <br />104r (16n PRECAST 279 <br />IW-r (IM PRESTRESS® RR <br />W-0 (164) PRESTRES LD NA <br />1T-P On PREBTRESSED MR <br />19-C Mr) PRESTREMIED NA. <br />21'4' CAW) PRE37RE38ED MR. <br />27-V R'9 PRESTREM RR. <br />24'4T' <br />=7 <br />r=1 <br />otmmomo <br />OmmOmOm <br />0�0000� <br />ODmtOmmm <br />0m00�00 <br />mmmQ�00m <br />0��0�00 <br />���0000 <br />m®OmOC7m <br />mm00mtl�'"IQ^' <br />OmiCJOm00'. <br />tti7tt�it�tt�tOtt5..'"S+tl�!'! <br />OmmOm�1�Q'� <br />mmmmmm0 <br />Ito0mmi0mm <br />0©m0m00 <br />ODD©m00 <br />©�00�00 <br />®mmil7m00 <br />©�000m0 <br />ItOttl�it�tt�mmt® <br />10��0m�0 <br />o©00000 <br />tt�it17t10it0®m© <br />�ttl^�.11O�mmO <br />(2e39 PRE81RE88ED MR. I inm 410 M4 424 1a#2 1 1222 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CA8TCRE7E MAY 201E EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES 8PECIRCATIDNS <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS r SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />T-r (4z7 PRECAST <br />10n <br />1024 <br />INS <br />Tr (4r) PAST <br />4'-W (4r) PRECAST <br />765 <br />783 <br />1300 <br />N-V (48n PRECAST <br />N-C (54') PRECAST <br />M <br />501 <br />1073 <br />4V4r (84) PRECAST <br />74' (64') PRECAST <br />411 <br />411 <br />745 <br />74' (64') PRECAST <br />V-10' (70') PRECAST <br />340 <br />339 <br />616 <br />s-10' (M PRECAST <br />94r (M PRECAST <br />WT <br />721 <br />490 <br />CAP (TV) PRECAST <br />r4r Pr PRECAST <br />424 <br />534 <br />303 <br />T4T' (Ta'7 PRECAST <br />r4' (112') PRECAST <br />325 <br />512 <br />230 <br />94' (112') PRECAST <br />10 r (12r) PRECAST <br />2114 <br />401 <br />ISO <br />104T' (12r) PRECAST <br />11'4' (iW) PRECAST <br />280 <br />462 <br />154 <br />11'4' (13r) PRECAST <br />17-0' (U-r) PRECAST <br />244 <br />402 <br />137 <br />1r4Y (144) PRECAST <br />17-C (IWJ PRECAST <br />217 <br />324 <br />110 <br />1r4' (lW) PRECAST <br />IW4r (IfIn PRECAST <br />205 <br />203 <br />100 <br />IR-W (1Sn PRECAST <br />14'4Y (TM PRESMESIIED <br />MR <br />254 <br />91 <br />14'41 (17r) PRE$1� <br />*41' (164') PRESTRESSED <br />MR <br />269 <br />83 <br />1B4' (184.) PREffrRE88ED <br />17`4" PM PRESTRENED <br />MR. <br />194 <br />84 <br />1T4' Mn PRESTRENED <br />tr4' (23r) PRENFREIIIIED <br />KIM <br />148 <br />52 <br />1r4' M2.) PREBTRam <br />21'4' Mr) PRESTRE88ED <br />N.R <br />125 <br />42 <br />21'4' (2889 PRESTRESSED <br />2r-0' Pmr) PREwrimm <br />N.R <br />118 <br />40 <br />2Z4r PC) PREFTRMED <br />W-V On PRESTRESSED <br />N.R <br />W <br />33 <br />2V-V Mn PREIITREIISED <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 ABOVE <br />• PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 18-0128.03 <br />i------------------------------------ <br />1 <br />nononnex <br />1 <br />`♦ 8F16-1T/0WOB <br />1 <br />♦ Tl' <br />1 <br />`♦ <br />1 <br />6'-W <br />1 <br />`♦♦ <br />1 <br />1 <br />; <br />♦ <br />4 <br />♦ <br />`♦ <br />I UNO, PROVIDE BB1 WHERE— <br />J. ROOF TRUSSES BEAR, TOP <br />1 <br />♦♦ <br />; OF WALL EL. 8'-0', UNO. <br />1 <br />`♦ <br />I <br />1 <br />1 <br />`♦ <br />I <br />1 <br />♦ <br />I <br />1 <br />♦ <br />`♦ <br />� <br />i <br />1 <br />♦ <br />Y <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />2 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />� <br />1 <br />1 <br />1 <br />1 <br />1 <br />~� <br />1 <br />1 <br />40 <br />♦, L _J <br />1 <br />i <br />` <br />♦ <br />1 <br />♦♦ <br />1 <br />1 <br />4► <br />♦,♦ <br />1 <br />1 <br />I <br />♦,♦ <br />1 <br />1 <br />4* <br />`♦ <br />1 <br />I <br />1 <br />1 <br />I <br />I <br />♦ 1 <br />GT <br />1 <br />j <br />i <br />8RF74-1 TlOM/OB <br />� 1 <br />� <br />♦ t <br />1 <br />0 <br />I 1 <br />j4f <br />♦ 1 <br />1 <br />BFB- <br />#0 <br />1 <br />SF16-1T/OWOB 1T/OM/OB <br />1 8F20-1T/OM/1B <br />1 <br />_ <br />4-8' 5- 0' <br />I 1 174' <br />LIFT BEAM PLAN <br />SCALE: 1/4' = 1'-W <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407.7744078 <br />www.abdesigngroup.00m <br />AA 11: 0003325 <br />m <br />O <br />$UDDIV. Ae X,0151 <br />ABBOTT PARK <br />LOT #21 <br />BLK #8 <br />PROJECT <br />04181.006-21081 <br />MODEL: <br />4EWB <br />"1499-FREEPORT' <br />GARAGE 8W NG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 Ift Qfe. C <br />FAX AM A ABOMMACRA <br />L AR NO 99i 723 I <br />D `: 10/15/20 <br />$GALE: 1/4"=1'-0" <br />$HEFT <br />s2 <br />