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HomeMy WebLinkAboutRevisions; EOR review modified Truss FormOFFICE USE ONLY: q � / DATE FILED: 1 . PERMIT # C L l 1 ' ©�l.P 1 REVISION FEE: RECEIPT # q '] PLANNING & DEVELOPMENT SERVICES RECEIVED BUILDING & CODE REGULATION DIVISION SEP 9 2021 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 St. Lucie County (772) 462-1553 Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: l ((QQ r 311 DETAILED DESCRIPTION OF PROJECT REVISIONS::: � CONTRACTOR INFORMATION: STATE of FL REG./CE BUSINESS NAME: QUALIFIERS NAME: ADDRESS: 2-2� CITY: j59a0kt- PHONE (DAYTIME):' #: ��C��I�C� ST. LUCIE CO CERT. #: STATE: ZIP: - 4 / 9 -4r'q- 4 FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 Allp q,4-x '� I STATE: ZIP: FAX: ZIOFAX: :: ermit # Transmittal .. ........ :RECEIVED.... ...... .. . a. CONSTRUCTION . .. u cuss Revision. . ::. SEP 2:9 2021 u S bmittal: Date: 09/29/2021. 2211 South: Kanner Highway Stuart FL 34994 :St. Lucie ounty Permitting 772=4:19-8828 . _ ...:..:: 9 License: CGC 061217 To: St. Lucie County ::..::.:: :.:::.:Project: 914 ... . ..... ..... Baron:Islarid Storage :.�: - :...::. :.:::.:9:563 S. Ocean Drive.: .. , ..Jensen Beach FL.34957 Return packaged required no later than: 10/06/2021 .::Submitted By: Nick:Nobili Attached please find the 'submittals,for:.. 03000-011. Bldg B-.Truss Al2 ; per inspectors request SHk P � t A 1NCISURMITTAL t�EVAEV :.......::.::.:.. X REVIEWED.' REV'IEWE© WITH CHANGES �iOTED a , ,RE)/ISE AND RESUBMIT REJECTED d r s x Thies review is for generalgconforman'cew. th plan and peclficatlans only► Approvals�a`re subject to sub. ntractdr performance withrnrth71 eq . ,confnes of the contract�dbcuments KeowW of dlmenslar s will no#�se,}n°re to relieve thefsubcontractor of contrctua( responsINllty for.any ��evlatlon efeQm the contra�c#3re`qulrem�ents ; � � �� Nick Nobili/ Project Manager. Date ; , September 29; 2021 . y :. k .: .. .. .. `H dks Ca 1 ,U' C-tI0n �T �anner, Highvr�ay stuarti°FL - 994 b Truss Truss Type Qty Ply BARON ISLAND STORAGE J40921-J40921A Al2G Roof Special Girder 1 Z Job Reference (optional) Kastner Engineering, LLC, Cocoa, FL 321-403-2093 8.420 s Jan 21 2021 MiTek Industries, Inc. Mon Sep 20 18:37:19 2021 Page 1 ID:Ig70Uf 28U8ewYBncKNVK7y619f-Cuk_kz_UIjF_xxjX12tjM0eGwhz00EkE_?_05zybg3U 61-2 10-10-5 15-5.12 20.1-3 26-1-2 30-2-13 351-10 40.5.10 ' 13. + 2-9-13 4-&3 47-7 4-7-7 5-11-15 4-1-11 4-10-13 5-4-0 so.1e=1:65.1 10 5.00 12 4 30 31 5 32 33 6 7 34 8 9 35 11 CID 3 36 2 29 1 12 dd 22 21 37 38 20 39 1940 18 41 42 17 16 15 U 13 0.2�13 336 61-2 10.10.5 16612 20.1-3 26-1-2_ 30.2-13 33.5-15 40-2-13 40,410 i 0. -13 2-9-13 4-9.3 47-7 4-7-7 5.11-15 4-1-11 33-2 6&14 0.2'13 Plate Offsets X Y - 1:0-1-14 0-0-4 4:0-6-0 0-3-0 , 9:0-5-12 0-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 1.05 17-18 >461 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.96 17 >505 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) -0.16 12 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MS Weight: 510 lb FT = 00 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except" TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc T3: 2x6 SP DSS purlins. BOT CHORD 2x6 SP DSS BOT CHORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=3494/0-8-0 (min. 0-2-2), 12=2657/0-8-0 (min. 0-1-9) Max Horz 1=75(LC 5) Max Uplift1=-3615(LC 4), 12=-2310(LC 5) Max Grav1=4243(LC 19), 12=3138(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-9926/8544, 2-29=-9881/8549, 2-3=-10540/9140, 3-4=-10494/9156, 4-30=-14135/11999, 30-31 =-1 4135/11999, 5-31=-14135/11999, 5-32=-16704/13726, 32-33=-16704/13726, 6-33=-16704/13726, 6-7=-16704/13726, 7-34=-16704/13726, 8-34=-16704/13726, 8-9=-17406/13755, 9-10=-7115/5448, s- 10-35=-7177/5470, 11-35=-7229/5449, 11-36=-7359/5535, 12-36=-7424/5523 r BOT CHORD 1-22=-7863/9081, 21-22=-7863/9081, 21-37=-8508/9840, - 37-38=-8508/9840, 20-38=-8508/9840, 20-39=-11819/14068, 19-39=-11819/14068, 19-40=-11819/14068, .18-40=-11819/14068, 18-41=-13596/17336, 41-42=-13596/17336, 17-42=-13596/17336, ; 16-17=-10373/13585, 15-16=-10373/13585, 14-15=-10377/13582, 13-14=-4649/6291, 12-13=-4986/6779 Q �OZt WEBS ' 2-22=-386/389, 2-21=-805/853, 4-21=-1078/1092, 4-20=-3775/4774, 5-20=-2081/1779, 5-18=-1990/2920, 6-18=-738/848, 8-18=-1072/544, PHEN E. KASTNER, P.E. 8-17=-298/583, 9-17=-3553/4080, 10-14=-3678/4769, 10-13=-412/566, IDA PROFESSIONAL ENGINEER 11-13=-432/448, 9-14=-8477/6662 LICENSE # PE 39528 5320 FLORIDA PALM AVE. NOTES- COCOA, FL 32927 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. Continued on page 2 F Truss Truss Type Qty Ply BARON ISLAND STORAGE J40921-J40921A Al2G Roof Special Girder 1 2 Job Reference (optional) Kastner Engineering, LLC, Cocoa, FL 321-403-2093 8.420 s Jan 21 2021 MiTek Industries, Inc. Mon Sep 20 18:37:19 2021 Page 2 ID:Ig70Uf 28UBeWY8ncKNVK7y619f-Cuk kz UIjP�jX12tjM0eGwhz00EkE_?_05zybg3U NOTES- 4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 6-1-2, Exterior(2R) 6-1-2 to 10-1-12, Interior(1) 10-1-12 to 30-2-13, Exterior(2R) 30-2-13 to 34-3-7, Interior(1) 34-3-7 to 40-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) Plates checked for a plus or minus 0 degree rotation about its center. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3615 lb uplift at joint 1 and 2310 lb uplift at joint 12. 12) Use USP HJC26 (With 16-16d nails into Girder & 10d. nails into Truss) or equivalent at 6-1-9 from the left end to connect truss(es) ZEJ6A (1 ply 2x4 SP), ZHJ6 (1 ply 2x4 SP) to back face of bottom chord. 13) Use USP JUS26-2 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent at 20-1-3 from the left end to connect truss(es) ZEJ6G (2 ply 2x6 SP) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-10d Nails (0.148" x 3") toe -nails per NDS guidelines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-64, 4-9=-64, 9-10=-64, 10-12=-64, 23-26=-16 Concentrated Loads (lb) Vert: 7=-107(B) 21=-707(B) 17=-1225(B) 30=-107(B) 31=-107(B) 32=-107(B) 33=-107(B) 34=-107(B) 37=-56(B) 38=-56(B) 39=-56(B) 40=-56(B) 41=-56(B) 42=-56(B)