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) 10d x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Dd 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 />S. 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 HILT[ 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 />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 />ro <br />(pal) <br />SIZE <br />W'xH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BS1 <br />MASONRY <br />3000 <br />8x8 <br />(1) M5 <br />WA <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />4—4-- SAFE LOAD - POUNDS PER LINEAR FOOT �ia9•Gww SAFE LOAD <br />PLF <br />TYPE BLM 0;&m �+ a -we WAM 4P44m sma ran TYPE .... — RCMI <br />LENGTH <br />3-4r (42) PRECAST 2231 <br />r4r (4n PRECAST 199E <br />4'd (81r) PRECAST 1699 <br />6a' (64') PRECAST 1217 <br />6-10' (M PRECAST 1082 <br />64' (M PRECAST we <br />T4T (On PRECAST 743 <br />C-r (112') PRECAST 664 <br />10'-0' (128') PRECAST NB <br />IT-C (139') PRECAST Sex <br />1" (1"-) PRECAST 397 <br />IT-C (180) PRECAST 298 <br />IN4r (18n PRECAST 279 <br />14'2' (179') PRESTRESSED N.R. <br />164' pul PREFIRE88ED N.R <br />17'-C (208') PRESTRESSED N.R <br />IfW Pn PREMRESSED NR <br />21V' On PRESTRESSED MR. <br />22'-9' (264") PIrE811AESSED NR <br />2r4r PRE91RE89ED <br />mL=11ml771m= <br />0m0000 <br />D0m0m0 <br />000000m <br />o��mmm <br />mm00��0 <br />mo��©mom <br />�000moo <br />®00■�0m <br />0®�0000 <br />�0mor�o <br />mmoo©oo <br />�mm00m0 <br />ommoo��! <br />oo�o©mo <br />ommom�!Q! <br />oommomo <br />oommo�o <br />000�moo <br />ODDOmO <br />®om�s�oo <br />Is£:ls�7�■L7�m0 <br />os»ooa>a©o <br />ELM <br />®�O�D0m <br />0�000�� <br />00mmm0"" <br />mcm <br />NAL Ib 1 MO 1 410 1 4M 1 04 1 I= 17a <br />(4) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM'SAFE LOAD TABLES' SY CASTCRETE MAY 2D15 EDRION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MAMIFACTURES SPECIFICATIONS <br />3'fi M PRECAST <br />1025 <br />1024 <br />1699 <br />4'-0' (49') PRECAST <br />7S6 <br />798 <br />13M <br />r41' 04') PRECAST <br />512 <br />691 <br />1073 <br />64' (841 PRECAST <br />411 <br />411 <br />745 <br />6.111' (7D') PRECAST <br />340 <br />339 <br />618 <br />64r (78') PRECAST <br />W7 <br />721 <br />490 <br />-r-r (90') PRECAST <br />424 <br />534 <br />363 <br />6.4' (112') PRECAST <br />326 <br />512 <br />23D <br />104Y (128') PRECAST <br />294 <br />401 <br />180 <br />114' (13n PRECAST <br />29D <br />452 <br />154 <br />174r (144') PRECAST <br />244 <br />402 <br />137 <br />IV4' (190") PRECAST <br />217 <br />324 <br />110 <br />IN-V (16n PRECAST <br />205 <br />203 <br />100 <br />14'41' (178) PRESTRESSED <br />N.R. <br />284 <br />91 <br />I&W (184') PRESTFISM <br />N.R. <br />259 <br />83 <br />1T-' On PRESTRESSED <br />N.R. <br />194 <br />84 <br />lir-C Mr PRESTRESSED <br />NA <br />148 <br />62 <br />21'-' Wn PRESImmm <br />N.R. <br />125 <br />42 <br />2r-W W) P <br />�N.Ft <br />114 <br />40 <br />41VY Rom') PRESTRESSED <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 />- <br />m��00m0 <br />I�m0��0�0 <br />���oomo <br />0@G"1Q9ET,21�"@!� <br />D�mO©■9m <br />©000000l <br />oo9=,9K=W:rE=i <br />00M <br />+m= <br />N=@=1= <br />ES1 <br />Q'� <br />CT� <br />�!'�iWl1iL.'^!IiL7'1 <br />.. _. <br />cimm <br />D��Q1��Q1�1Q <br />�OK!rl= <br />^ <br />0E7'1Q�Q7��CT�@� <br />0 <br />iGl1E7� <br />Q'!Q�C�'!Q'1 <br />�0iG2!1 <br />E!�!QT�'1iW <br />1"! <br />Q_1 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALIA;S STATED ABOVE <br />• PROVIDE M9gM91M 4.OF BEARING PAST EACH SIDE OF WINDOW OPEN9D <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE e: 16-0126.03 <br />L---------.a..-------m—JL—m—m----------1.—m--m------­J <br />LIFT BEAM PLAN <br />SCALE: 1/4' = V-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32780 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />wwwabdosigngroup.com <br />AA #K. 0003328 <br />114 <br />pF <br />C <br />r414 <br />g <br />44 <br />h <br />kbg- <br />6 <br />rbp <br />6 <br />avaDnr. k X0151 <br />ABBOTT PARK <br />LOT #13 <br />BLK #8 <br />PROJECT# <br />04181.000-13081 <br />MODEL& <br />4EBB <br />"1828-CA " <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />a <br />DATE. 09/30/20 <br />SCALE: 1/4"=1'-0- <br />MIKEET <br />s2 <br />