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HomeMy WebLinkAboutRevision 2-12-18OFFICE USE ONLY: DATE FILED: a. - 1-e.' 17 REVISION FEE: 3 ^I 45 © m PERNUT # 1 i oss - G--iA9 RECEIPT# iSL412(n PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 FEB 12 2018 APPLICATION FOR BUILDING PERMIT REVISIONS ST• Lucie County, Permitting PROJECT INFORMATION LOCATION/SITE ADDRESS: ,� 3� o Co -..mac C u-� e t✓- Lcv� ; • 5 `rk. Pc e-rcc , � 1.- 2 4 off@ ( DETAILED DESCRIPTION OF PROJECT..,_ v 4,. REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: G CrC !S'47 q 3 q ST. LUCIE CO CERT. #: BUSINESS NAME: Gros« gu.tc� a;S rtv�e , QUALIFIERS NAME: ADDRESS: 5l k�CIt- CITY: f 5 L_ STATE: ri_ ZIP: PHONE (DAYTIME): -7-> 2.- S3, t o-'7 k-o 53 FAX: '7? 2. - SSL" a OWNER/BUILDER INFORMATION: NAME: Cs-y o-? c C1-e u,� 1. . ADDRESS: Ott PSL CITY: fSt. _ STATE: Fi.._ ZIP: 349S3 PHONE (DAYTIME: FAX: 1-)7 ARCHITECT/ENGINEER INFORMATION: NAME: Gh. i �P(. - p, i?i crJ ADDRESS: Dr. CITY: Puy, 44 F�-E, - 1 c� STATE: PL. ZIP: PHONE (DAYTIME): FAX: SLCCC.• 9123109 Revised 06130/17 Per CY'\W� Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. iTekw RE: 1243959-GROZA-RAMBO - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GROZA BLDRS Project Name: RAMBO Model: Tampa, FL 33610 4115 RECEIVED Lot/Block: Subdivision: Address: 2300 CANOE CREEK LANE FEB 2 0 201B City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Permitting Department Name: License #: st. Lucie county Address: City: State General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf, ` This package includes 54 individual, dated Truss Design Drawings and 0 Additional Drawing's' With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# Truss Name Date No. Seal# Truss Name Date 1 IT13233645 IA01 2/14/18 118 IT13233662 IB07 2/14/18 12 IT13233646 IA02 12/14/18 119 I T13233663 I B08 12/14/18 13 IT13233647 IA03 12/14/18 120 IT13233664 IB09 12/14/18 I 14 IT13233648 IA04 I2/14/18 121 IT13233665 IC01 12/14/18 15 IT13233649 IA05 12/14/18 122 IT13233666 ICO2 12/14/18 16 IT13233650 IA06 12/14/18 123 IT13233667 IC03 12/14/18 17 IT13233651 IA07 12/14/18 124 I T13233668 I C04 12/14/18 18 I T13233652 I A08 12/14/18 125 I T13233669 I C05 12/14/18 19 I T13233653 I A09 12/14/18 126 I T13233670 I C06 12/14/18 110 I T13233654 A10 12/14/18 127 I T13233671 I C07 12/14/18 Ill IT13233655 All 12/14118 128 IT13233672 IC08 12/14/18 112 I T13233656 I Al2 12/14/18 129 I T13233673 CA 12/14/18 13 IT13233657 IB02 2/14/18 130 IT13233674 ICJ2 2/14/18 14 IT13233658 IB03 2/14118 131 IT13233675 JCJ3 2/14/18 15 IT13233659 IB04 2/14/18 132 IT13233676 ICJ5 2/14/18 16 T13233660 B05 2/14118 33 T13233677 D01 2/14118 17 T13233661 B06 2/14/18 134 IT13233678 ID02 2/1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification designs comply with ANSI(TPI 1. These designs that the engineer named is licensed in the jurisdiction(s) identified and that the are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes given to MiTek. Any project specific), which were information included is for MiTek's CUetOmers file reference purpose only, and was not taken Into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1 Chapter 2 WAL Tech. LLC. 1040 Harbour Drake Dr. Punta Gorda, FL, 33983 Chr tier D. Beers C Gf M 1 ~n gul Date: ti,11111111811f 1. ENgF;'Y No 22839 OF 0 ; STATE , o P-,;�,•�, �. S �' R 22839 ���,"41 ONAV 2D 33610 Waiter P. Flnn PE 110.2, MiTek USA, Inc. FL Can psoa Parke East BNd, fate:lu„,• 14,2018 Feb—]---rUy � rU1 t inn, Walter of 2 a ♦ . r i / ti �. isiae.• �` i , z_ s �i�r_�pp •�s;•:�.�♦♦�¢���.,�������,la_♦v��♦•��•':�•r_��i►�,1.>��s-.♦,�-ems♦.! -SIN 2 2 S u O �1 s ^/a 2 W ;b 49 m p D T nro ® Z 1 i m A rA c Z < N — R — osy m N m 1' 2111 NCD iA r W2gg 8 oAy C tao H mp Dyr swam �mN O OA Op 20mT NN3 �ZNy p pio c,m, a. m y �o A A m D b'We %no OnDix, D p O� ~T �A n a2 IM x m� � w°m 'dm A" i.'�•� m-. {A � A A ' o r� as a wp"� iaa'm 4a yNH .2 m A A om mA -f0 MAm lag" Oom 3Fm0 ,'� D c �2 z p0� mya� 'A'FYA WiP°Ti A go �°v0 x W�p 'je�m� a70 m m pF-ai0cA_ am Nzm Dau�n �7�D y Ri o �S ou �c�m oo� V e m Z m _F__ c CD 0 M c I 61 r 8" 52, Orr nr nn n cr nu nni nn nr n DATE —�� �� ✓ PLANS AND PERM MUST BE KEPT ON JOB OR 31 r Orr NO INSPECTION WILL BE MADE 61' 8^ 181 0" 12r 4rr 0 CV eo''. LO 0 co 'Rt TRUSS END DETAIL SQUARE CUT OVERHANG 12 5 4-1/16" HEEL HEIGHT 2.15/12 VAULT '. IONA }�1111l it�e D. �^ �z7,THIS TRUSS PLAN HAS BEEN i O NkEVIEWED BY THE ENGINEER OF Lill °RECORD AND IS ACCEPTABLE n �� a` FOR THIS PROJECT. /Eee-rs 64594 ''Jjlflil,,� VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCE7.10 ®� IMPORTANT ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II LOAD 170 MPH g Mt Be Approved And i This Drawn usWIND *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Returned Before Fabrication Will NONCONCURRENT WITH ANY OTHER LIVE LOADS Begin For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. ROOF LOADING FLOOR LOADING TCLL: 20 SIGNATURE BELOW INDICATES ALL PSIF TCLL: PSF NOTES AND DIMENSIONS HAVE TCDL: 07 PSF TCDL: PSF BEEN ACCEPTED. BCDL: *10 PSIF BCDL: PSF TOTAL: 37 PSF TOTAL: PSF DURATION: 1.25 DURATION: By Date CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. RECEIVED FEA °. r1 7_18 Permitting Departm St. Lucia County, BUILDER: GROZA BLDRS PROJECT: Single Family MODEL: N/A ADDRESS: 2300 CANOE CREEK LANE 1016s:IKiZd:E SUBDIVISION: CITY: PORT SAINT LUCIE DRAWN BY: JL JOB # 1243959 DATE. 12/26/2017 SCALE-T NTS PLAN DATE: REVISIONS: 1. REMOVE BRG @ GARAGE 12/28 2. 3. 4. FrstSoume II 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475