Laserfiche WebLink
FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 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 HI OA OR LGT2 W/ I Od x 1 V2" 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 NTH <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 WWDOW, 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 />HEADER SCHEDULE <br />MARK <br />DESC�P n. <br />REMARK <br />1Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF SEAM/ B.O.L. = BOTTOM OF LINTEL / T.0.0. = 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 />(0 rc <br />�H, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />Bel <br />MASONRY <br />3000 <br />8xl6 <br />(1)#5 <br />(1)05 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />0)#5 <br />N/A <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS B" PRECAST & PRESTRESSED U-LINTELS <br />4—c-S911 SAFE LOAD- POUNDS PER LINEAR FOOT �oM SAFE LOAD <br />PLF <br />TYPE BUM �® W120 W"O fm 4P34.0 �® �m TYPE _._ _" <br />LENGTH <br />3'4' KM PRECAST 2231 <br />4'4' (487 PRECAST 1906 <br />R4' (M') PRECAST ISIS <br />F-C (84-) PRECAST 1217 <br />5-11Y (70) PRECAST 1062 <br />" (M PRECAST 90B <br />r4' On PRECAST 743 <br />VW (112') PRECAST 554 <br />104' (12r) PRECAST 475 <br />11.4' (139') PRECAST 302 <br />12-V (144-) PRECAST 337 <br />ISW (16n PRECAST 20 <br />14'4' (19n PRECAST 219 <br />W4" (171n PRESTRESSED N.R. <br />184" (1M.) PRE RR <br />1rW ROBS PREFIRESSED NR <br />19W Mn PRESIRESS D N.R <br />21'-' Mn PRtSIISM NA <br />2r4' PM PNFffrRES FD N.R. <br />24'4' (YBB') All <br />om0000v <br />oomo®om <br />000000v <br />O�m000 <br />om0000v <br />0�00�00 <br />000Qr*!i^ <br />ms�aov©ov <br />mm0000v <br />mm000mo <br />mm000cJr_+c�! <br />o�00000 <br />Om1111=000l <br />=Q_ <br />000000v <br />000moov <br />�000m000 <br />000©000 <br />moomomo <br />oomm©©o <br />D�Om�©0 <br />�00�000 <br />"m=1"K=m0m=z0 <br />0000000 <br />000moom <br />©000000 <br />"KM""m <br />0 <br />RR in I m 1 4w f 041 - M1 I I= I- an <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM *SAFE LOAD TABLES' BY CASTCRETE ANY 2015 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE PETALLED PER MANUFACTURES SPECIFICATIONS <br />SW (42') PRECAST <br />10251 <br />1041 <br />1698 <br />04' (W) PRECAST <br />785 <br />783 <br />1300 <br />4'4' (M') PRECAST <br />592 <br />581 <br />10?3 <br />5'-C (64-) PRECAST <br />411 <br />411 <br />745 <br />5-40' (N') PRECAST <br />340 <br />330 <br />610 <br />84' (78') PRECAST <br />507 <br />721 <br />400 <br />r4' M PRECAST <br />424 <br />534 <br />363 <br />S-C (11r) PRECAST <br />32B <br />512 <br />230 <br />1Pd Mn PRECAST <br />284 <br />401 <br />180 <br />ll'-C (138) PRECAST <br />M <br />452 <br />154 <br />lr4' (1") PRECAST <br />2" <br />402 <br />137 <br />184' (iWj PRECAST <br />217 <br />324 <br />110 <br />14.4' (HIS) PRECAST <br />2M <br />293 <br />100 <br />W4' (178') PREFIRMS) <br />N.R. <br />254 <br />81 <br />16W (164') PREffIREftW <br />N.R. <br />250 <br />83 <br />lr"P PM PRE <br />N.R. <br />194 <br />84 <br />194' Mn PREffTFES M <br />N.R. <br />14B <br />62 <br />21W Mn PRE$ME8SW <br />NA <br />125 <br />42 <br />22-W 12M') PRt <br />NA <br />116 <br />40 <br />24-0' (288') PRESRB'=98® <br />N.R <br />91 <br />33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD- POUNDS PER LINEAR FOOT <br />��0000000 <br />��000m000 <br />mOmm©DO <br />_ <br />00000mo <br />Om00© <br />ommoomm <br />- <br />©m®0000 <br />00®Om�m <br />mcr_ <br />Q!caEz-�!m�! <br />mo-Er_!1E7-crZZ3' <br />IWZr <br />®MQIQ"QI11=Q=11= <br />"NEIR <br />0 !'1cr_ <br />cr_ <br />- <br />OKE1T0E0m <br />NM3 <br />W3 <br />NMm <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCE BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />- PROVIDE M1NMJM C OF BEARING PAST EACH SIDE OF NBNDOW OPENING! <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE 4t 16-0126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = l'-0" <br />0 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-W78 <br />FAX: 407-7744078 <br />www.abdes(grompemR <br />AA #: 0003325 <br />� <br />h <br />a1 <br />ci <br />44 <br />Q <br />2 <br />Y�Y <br />S <br />I <br />O <br />tad <br />9 <br />h <br />StmDrv. 4 L01� <br />SILVERADO <br />LOT 26 <br />BLK 18 <br />P1iOJECT4/ <br />04128.002 26181 <br />MODEM.: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 811tNG: <br />LEFT <br />1PAGE: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />50APH EXP. <br />rpD = 04/06/20 <br />acALM- 1/4"=1'-0" <br />a*=1'1' <br />s2 <br />