Laserfiche WebLink
FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1Dd x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1OA 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 />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. 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 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'-W, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE a <br />DESCRIPTION <br />REMARK <br />0 <br />(2) 2X8 <br />BEAM SCHEDULE <br />ZZMMM 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 />r <br />(Fgl) <br />SIZE <br />WkH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />13131 <br />MASONRY <br />3000 <br />Bx8 <br />(i)85 <br />N/A <br />GROUTEDSOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT *--*^ SAFE LOAD <br />PLF <br />TYPE WeN_ _ Lama amen so -AM _r_� ww TYPE ., „, RCM <br />LENGTH <br />Top (427 PRECAST =1 <br />V-V (4S') PRECAST 1I68 <br />414-r (54') PRECAST IBIS <br />94' (64') PRECAST 1217 <br />8.10' (70') PRECAST 1002 <br />f-r (78') PRECAST I06 <br />r4T Mn PRECAST 743 <br />V41' (112') PRECAST 554 <br />10'4r (12I') PRECAST 475 <br />111'-P (13r) PRECAST 302 <br />17-V (144') PRECAST 337 <br />13'4' (160') PRECAST 290 <br />IN-V (1851 PRECAST 279 <br />14'41' (1M PRESTRESSED N.R. <br />lVW (1841 PRESTRESSED N.R. <br />1r-P RM PRESTRESSED N.R. <br />19-C (292') PRESTRESSED N.R. <br />21'4" (288') PRESTRESSED N.TL <br />2Z-V (2541 PRESTRESSED N.R. <br />24'-0' PR!$IfiE88ED <br />EMS= <br />ff-7llKMjff=2000 <br />Ommmmmm <br />v00000m <br />DA�mm <br />0■�mmm00 <br />mo��©mom <br />mmmo�oo <br />m®mK::m <br />m <br />�= <br />mm3m- <br />0®�0000 <br />mmm0©mv <br />Ommm®m0 <br />DODO©�Q11 <br />OD®DODO <br />DOm00®0 <br />o�mm��o <br />ot7mmmoo <br />oom0000 <br />©omom�o <br />mOm�m�O <br />mmm0mcm" <br />"00"© <br />0000000 <br />(2887 N.R. 129 1 20 I 440 1 4N 1 064 1 100E 1 129 <br />Is) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2D16 EDR10N <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFlCATIONS <br />T$' (42') PRECAST <br />1026 <br />1 1024 <br />1 1688 <br />4'-W M PRECAST <br />M <br />783 <br />1308 <br />4'd' (54-) PRECAST <br />m <br />BBt <br />1073 <br />SW (64') PRECAST <br />411 <br />411 <br />745 <br />T-10' (7n PRECAST <br />340 <br />339 <br />816 <br />C4r (7B') PRECAST <br />6W <br />721 <br />490 <br />r4r (90') PRECAST <br />424 <br />534 <br />383 <br />V4' (112) PRECAST <br />320 <br />512 <br />230 <br />11041! (12T) PRECAST <br />264 <br />401 <br />180 <br />11-W (1138') PRECAST <br />260 <br />452 <br />164 <br />lr4r (11"') PRECAST <br />244 <br />402 <br />137 <br />1T4' (160") PRECAST <br />217 <br />324 <br />110 <br />W-W (10n PRECAST <br />2D5 <br />203 <br />100 <br />14'-0' (176') PRE81RE8SED <br />N.R. <br />284 <br />91 <br />1T4' (184') PRESTRESSED <br />N.R. <br />259 <br />83 <br />74- (20B') PRESTRESSED <br />N.R. <br />194 <br />64 <br />IWW (2M PRESTRESM <br />N.R. <br />148 <br />52 <br />21.4- (26B') PRESfRE88Ffl <br />N.R. <br />126 <br />42 <br />22-0' 964") PRESTRESSED <br />N.R. <br />118 <br />40 <br />ZV-T (26B') PRESTRESSED <br />N.R. <br />91 <br />33 <br />SAFFE- UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />S/n SAFE LOAD - POUNDS PER LINEAR FOOT <br />moo�000 <br />III�KIIIIII�III�mo©oomo� <br />�mmOm001 <br />©mm0��0 <br />OD®®®mm <br />O10"m <br />@uNam@4 <br />�t�n�n■a■��rllma <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 MNIMLIM 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 C 16-0126.03 <br />5---- — 8F16.1T/--------------MIOB 8Fi6-1T/OM/OB �-------- 8F16-1T/O— _—___ I� <br />1 <br />,% <br />t <br />1 <br />1 <br />I <br />�1 <br />1 <br />% <br />m <br />j <br />cb <br />.- <br />I <br />I <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0'. UNO. <br />8RF14- 41p r 1 <br />T/OM/OB I 1 <br />i 1 <br />1 1 <br />� 1 1 <br />op <br />BF8- 1 8F16-1T/OM/OB 1 <br />1T/OWOB ; <br />------ c::::t' 1-------------j <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-77446078 <br />FAX: 407-7744078 <br />www.abdesigngroup.eom <br />AA I: 0003325 <br />P <br />N <br />• <br />p <br />• <br />81 <br />W <br />L <br />LL. <br />j <br />aunDIV. ab LOT <br />ABBOTT PARK <br />LOT #15 <br />BLK #15 <br />PROJECT# <br />04181.000-15151 <br />MODEL' <br />4EAB <br />"1672- ARIA" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />