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 1 112" 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 PBS36, .177" " x 2 7/8' LONG, WITH WASHER Q 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 />812E 8 <br />DESCRIPTION <br />REMARK <br />(2) 2X12 <br />p <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 />WXH' <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 LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />r'_—^ SAFE LOAD - POUNDS PER LINEAR FOOT r'�_ SAFE LOAD <br />PLF <br />TYPE 8U8 4A0B F13as — 0P400! 0F�4aB a IF4s® TYPE __ .— RC10 <br />LENGTH <br />3'2' (42') PRECAST 2231 <br />V0 (46") PRECAST 1986 <br />IV-C (547 PRECAST 1699 <br />S4' (641 PRECAST 1217 <br />V-10' (m PRECAST 1002 <br />" (78") PRECAST ON <br />r4r (119 PRECAST 743 <br />9'4' (112') PRECAST 664 <br />101d (12r) PRECAST 475 <br />11'4' (131M PRECAST 302 <br />1?4r (144') PRECAST 337 <br />IT4' (18n PRECAST 296 <br />14'4r (1W) PRECAST 279 <br />14'41" (IM PRESTRESSED N.R. <br />IV41' (184') PRESTRESS N.R. <br />174' PM PPEMREUM N.R. <br />194' Mn PRE6TIRESSED MR <br />2114' Mn PREBTREBSED MR <br />22'ir (254) PRESTRESSED N.R. <br />24.4r (1B8') PRESTRESSED NFL <br />amm0�00 <br />©�®0mmm <br />0000000 <br />o�0000c <br />0��1uil"�mm <br />mm00000 <br />t�RiEil00RE�00 <br />Ri^ E <br />R0K"!.- <br />m_=_ <br />ffm <br />EM" <br />mmovc�©m <br />mm000�o <br />mm000C�'"Q� <br />D�D0�m0 <br />oo©oomo <br />0m000� <br />1t"". <br />0�mmR0�0 <br />�Di;r.7m1�7�0 <br />0000000 <br />0000000 <br />®omm��le� <br />Rffi■�mmmm0 <br />0�00�00 <br />©�0m000 <br />��00000 <br />®D�m00m <br />001L7107mRIG.70 <br />RF70�1>�01II3.71» <br />000�0©0 <br />0001Z:.7®mm <br />00R1v�00� <br />1M I m 1 400 OM - sm 1 1082 1 1717 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM WM LOAD TABLES'BY CASTCRETE MAY 2015 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />3.4r (42-) PRECAST <br />1026 <br />1 1024 <br />1 1E98 <br />4'4r (48) PRECAST <br />7B6 <br />763 <br />1309 <br />ra' (149 PRECAST <br />392 <br />pi <br />1073 <br />S4' (841 PRECAST <br />411 <br />411 <br />746 <br />V-10' (M') PRECAST <br />340 <br />330 <br />610 <br />80 (M PRECAST <br />W7 <br />721 <br />400 <br />rd' On PRECAST <br />424 <br />634 <br />303 <br />84' (112') PRECAST <br />328 <br />512 <br />230 <br />10'd' (126) PRECAST <br />264 <br />401 <br />100 <br />11'4' (136) PRECAST <br />290 <br />462 <br />154 <br />12'4r (144') PRECAST <br />244 <br />402 <br />137 <br />13'4' (16n PRECAST <br />217 <br />324 <br />110 <br />14'4M (166") PRECAST <br />2D5 <br />213 <br />100 <br />W-r (178) PRESTRESSED <br />N.R. <br />284 <br />91 <br />1B4" (10C) PRESTRESSED <br />N.R. <br />269 <br />83 <br />1r4' (20n PRESTRESSED <br />N.R. <br />194 <br />84 <br />1V-C RM PRESTRESSED <br />N.R. <br />140 <br />52 <br />21'4' Cam') PRESTRESSED <br />N.P. <br />126 <br />42 <br />2T4r i284") PRE <br />NA <br />116 <br />40 <br />2V-W Mn PRESTRESSED <br />NA <br />91 <br />1 38 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />�m�00�m0' <br />m000000. <br />m���01L7m <br />m0�00®0 <br />0�00�®0 <br />�6L"1Q:10000 <br />�m�0�m0 <br />0 <br />WT^L" <br />1ff=Q1Q^K1 <br />R1r7R0R©R£7R0RmR» <br />oom0000 <br />010mmm0m <br />oo�QQ!oo <br />m�calm�lcrl��r_1 <br />ca,�r,Qacr�^�+Qa1 <br />IIIE2"I <br />L= <br />R1123 <br />1=111= <br />111= <br />"Orr <br />En*11'1@m <br />_ <br />OEl�Q1Q'1C:]'1■u�'1ri <br />�1"C!"_l <br />sm"1@"@1 <br />7c1 <br />0"Orr <br />lIrmmg9 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR E)MED VALUES STATED ABOVE <br />- PROVIDE MINIMUM C OF SE~ PAST EACH SIDE OF WIIDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0128.03 <br />— --- <br />_----- <br />__mm_--- <br />__ ;% 8F18-1 TIOM/188F1TIOM/OBF16-1T/OM/1B�_ __rIl <br />1 19'-4" 1 <br />im ♦♦ <br />33 ♦ 1 4 <br />1� ♦♦ 1b o i 1 <br />Ii ♦ u u 1 <br />1 m ♦ m AH7 <br />'4 <br />a <br />8F16-1T/0M/1B <br />10'-6" <br />LINO, PROVIDE B01 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 9'4", UNO. <br />i� <br />i <br />I <br />I <br />♦♦ 1TOIVVoB <br />1 ♦ <br />AH7E 1 ♦� 4'-0" <br />1 <br />1 ♦ <br />1 ♦♦♦ <br />1 ♦ <br />1 <br />8F16-1T/0M/0B , 2 1 2 <br />t------------ f------ � 1 <br />L------I-----J <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />.1 <br />of <br />in 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />�1 <br />ei <br />1 <br />1 <br />i <br />1 <br />1 <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />ml <br />it <br />LLI <br />ml <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I I ♦♦ 1 <br />I i ♦♦ 1 <br />1 <br />1 R <br />I I ♦ 1 <br />8F36-1T/0M/0B 4* ♦♦ 1 <br />♦ ♦ 1 <br />8F36-1T/OM/1B ♦ 1 <br />LIFT BEAM PLAN 1 <br />ARCNITICTS <br />6 <br />Grown <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdoWgngroup.com <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MS-2628 <br />FAX: 8134186-2802 <br />acrsDrv. k r oT <br />SILVERADO <br />LOT #12 <br />BLK. #13 <br />Pltoj=T# <br />03719.000-12131 <br />moDB.0 <br />2795—F <br />GAPACIE DWIN6: <br />RIGHT <br />PA06: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />JUL <br />PRINT 7/07/20 <br />DATE: <br />8CALM: 1/4"=1'-O" <br />WERMT <br />s2 <br />