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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) 10d x 1 112"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d 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 (B 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 />SQL A <br />DESCRIPTION <br />REMARK <br />Q <br />(2) 2X12 <br />2Q <br />(2) 2x8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = 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 />(P-I) <br />SIZE <br />MH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTMJ <br />TOP <br />I MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3DD0 <br />8x8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED (-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH SUS <br />T- r (42') PRECAST 225I <br />4'-W (4n PRECAST 19W <br />4'4' (M') PRECAST 1WB <br />54- (M-) PRECAST 1217 <br />S-tr (70") PRECAST 1002 <br />Qe" (M PRECAST 906 <br />r4P (90') PRECAST 743 <br />IT4- (112') PRECAST 554 <br />low (un PRECAST 475 <br />11'4' (13r) PRECAST 382 <br />174r (1"-) PRECAST 337 <br />IV41" (1W') PRECAST 216 <br />14'4" (1M) PRECAST 279 <br />14'4r (171M PRESTRESSED N.R. <br />IV-V (184') PRESTRESSED NR <br />1T4" (206") PRESTRESSED N.R. <br />I" Mn PRESTRESSED N.R. <br />214" (M PRESTRESSED N. <br />274f PC) PAEffIRIESBED NR <br />2r4r RM PRESTRESSED N.R. <br />©omo©o� <br />©D®A®mom <br />Om�00�mi <br />O��OmOml <br />��m00�0 <br />mm�Om00 <br />��OO�Om <br />m <br />0 <br />OIIA'r'7. <br />'_11� <br />Its!! <br />Its <br />mmovoov <br />�mmovo <br />�m000�o <br />lmm000cac;�r <br />�m000�0 <br />oomo©mo <br />0�m00�0 <br />000momo <br />oomomov <br />0t1011�0�00 <br />©�DODmO <br />it®It011u' <br />�7t011�tt�t17 <br />0NIZz000®0 <br />It©ItOtl <br />0mmoc <br />ffEm" <br />0�0000� <br />ttf'�It471t�tt�ltr_-'^7. <br />t1�7ti3Ei <br />©It©0ELM"" <br />tt®ttl�ttL'�7. <br />tt�7tt�tt�tt <br />0��0�mm <br />0©�0�00 <br />Oti[7110mtt01t�m <br />�t000�000 <br />0��0®gym <br />�00tt01i0mmm <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELDADDED REBAR. <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4-�1 SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT <br />1-/— PLF <br />TYPE RCMU TYPE eI61T MI11T eF114T ePMo.1T eF2i4tt ens1T eral"n <br />LENGTH &k 8F8 LENGTH ew,xr 4F1Mir Iflei(r en34rr w246r evwar etmn <br />T-r (4r) PRECAST 1025 107A IBIS V4C (42") PRECAST for ewe wx 4eM mee tom <br />few ww awi 4ew ww ma tool <br />r-0' (48n PRECAST 765 783 1300 r-0" (45") PREd18T twe 23M Mw wiI 4PQ On Wto <br />11w 3eoe ww wu 4M ww WN <br />4'4r 041 PRECAST W2 691 1078 r4r 041 PRECAST <br />SW PC) PRECAST <br />411 <br />1 411 <br />1 745 <br />1 84" (M PRECAST <br />5'-10' ('M') PRECAST <br />MO <br />I 889 <br />016 <br />8-10' (709 PRECAST <br />r4r CM PRECAST <br />W7 <br />721 <br />400 <br />6'4" (M PRBCAST <br />r4M 18DI9 PRECAST <br />424 <br />SS4 <br />363 <br />rd (9r) PRECAST <br />9W (11n PRECAST <br />3M <br />612 <br />230 <br />VW (112-) PRECAST <br />1a-r (12r) PRECAST <br />2114 <br />401 <br />iW <br />1014P (12r) PRECAST <br />11'4" (I31r) PRECAST <br />200 <br />452 <br />154 <br />IT-C (13r) PRECAST <br />174` (141r) PRECAST <br />244 <br />402 <br />137 <br />124r (I"') PRECAST <br />124" (1Wj PRECAST <br />217 <br />324 <br />110 <br />IV-V (160") PRECAST <br />1r4P (IWj PRECAST <br />205 <br />203 <br />IOD <br />ir4r (ISS) PRECAST <br />14'-r (17r) PRESTRESSED <br />NR <br />264 <br />91 <br />14'4T (17r) PRESTRESSED <br />194" (101 PM87FEM <br />N.R. <br />250 <br />83 <br />1" (164') PRE--;—m E0 <br />1r4' (2M) PROD <br />NR <br />iM <br />M <br />'IT4' P" PRESTRESSED <br />184" On PRSSIRESSED <br />N.R. <br />140 <br />82 <br />1" Mn PRESTO <br />21'4' Wn PRESTRESSED <br />KR. <br />125 <br />42 <br />21'4' Mir) PRSSTAESM <br />274" PC) PRESTRESSED <br />NR <br />116 <br />40 <br />�'-0" PC)PIESTRESSED <br />of ' im ' tnz ' IZVV On PRISTRESIBED I NR 1 91 1 33 1 124-0 Mn PRIMTRI39E0 <br />(#)THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRACE 40 FIELD ADDED RESAR. <br />-ALL VALUES TMEN FROM WEE LOAD TABLES' BY CABTCREM MAY 201E EDITION - PRECAST PRODUCTS BY OTIEiRB TO MEET OR EXCEED VALUES STATED ABOVE ' <br />ALL PRECAST PRODUCTS ARE TO BEINSTALLED NU PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF BEARING PAST EACH BIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />♦i----r-------1TI--------------- SFAS-1TMM/o8--------------SFAS-1T/OM/18 <br />JLI6 <br />1 <br />♦♦ <br />6 <br />0 <br />im <br />1 <br />1 <br />1 <br />1 <br />♦ <br />AH7 <br />LL <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />t <br />t <br />1 <br />1 I �♦ <br />1 1 ♦♦ <br />1 1 <br />1 1 ♦♦♦ <br />1 t <br />1 I ♦♦♦ <br />I 1 <br />1 <br />1 1 <br />I ` <br />i18F36-1T/0M/1B ; <br />L— - — — — — — — — — — — ——M..�1�� — — — — —— <br />8F16-1T/0M/1B <br />10'-6" <br />I <br />♦ I <br />♦♦ I <br />♦ I <br />♦rI <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 6 <br />1 <br />1 <br />I <br />t <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />11 22 <br />4* "♦ C J <br />♦♦♦ <br />/ ♦` <br />♦♦ LINO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />♦ OF WALL EL. 9'4", UNO. <br />8RF14- <br />� 1 1 <br />I t � <br />1 1 <br />J# 1 1 <br />1 1 <br />1 1 <br />8F36-1T/0M/0B 1 1 <br />1 1 <br />8Fi6-1T/0M10B 1 <br />1ML--- 1 — — J <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.6bdosigngroup.i om <br />AA 0: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PN:813 M-2628 <br />FAX: 813418E-2502 <br />aunDIV. & I.OT: <br />SILVERADO <br />LOT #4 <br />BLK. #13 <br />PROJECTO <br />03719.000-04131 <br />MODEXA <br />2795-B <br />GARAGE 9VnNG: <br />FT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />