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1535 SELVA MARINA DR - REVISION TRUSS REPAIR „;-,j , CITY OF ATLANTIC BEACH _,,v 800 Seminole Road ``'' , �• Atlantic Beach,Florida 32233 '-4 a� l�S') Telephone(904)247-5800 FAX(904)247-5845 0' REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: ,5(?,--111-1 Received by: Resubmitted: Permit Nuber: 1(e)--s FR - 7 S 1 71 Original Plans Examiner: Project Name: �r,1not,nt9” RCS)3e4 w Project Address: 15 35 5e.(i IAo.,f iv,4 `.) c• II Contractor:5- v,c,-k Uce, i o w>rS- Contact Name: •' -k 1 l t 3 Co Phone): `7<<j-,i 3(1 Conta e-mail: ex 3 , mo t CO V \ vision I Plan Check/Permit Fee(s)Due: $ 0 •_oo �! itption of Proposed Revision to Existing Permit: J ! I ii. i -rrusrceA+c" MAR 3 0 2017 !i )11 • — -- ______ _____] 1 Additional Increase in Building Value: $ Additional S.F. ,�J Site Plan Revised: N({1 Public W/U Approval: By sig T g below. I (print name) gg°X 0- ' (A)i I)ate' affirm that the above revision is 401' a of the proposed changes. 3 �7 i!, a re of Contractor/Agent(Contractor must sign if increase in valuation) Da3t/ -70e � Office Use Only Date: LI J^- I /1 Approved: X Rejected: Notified by:_ ____ Plan Review Comments: ('' /Wori 17 CG/'t qv rt. C-041-C. i n cinp' '•`h ...7 )\ T's' t 11‘.z D V -Fd f on fir/ SS. €r-in s J- -i 'S S a h 4w h.,r -Pe I I ov-- /.� s-Ari .p Aar a r-e-4 -U' x- g 12e r r;on t cv s 4 A perm i H `- Pa •P4;te. -- Department review required Ye No rfi ilding�Planning&ZoningPlans Examiner Tree Administrator Public Works 1-1.5*, /-7 Public Utilities — — — -- Public Safety Date crcaud4'l3/u Rcv 3 Fire Services „ , �� I 5 D e 1 V c MK(tr‘o, cui \c' This doment has Dean electronically Jll V signed using a Digital Signature. Printed n (0 be vert usingoriginaleoriginal al signature must V �electronic I version. Alpine, an ITW Company 2400 Lake Orange Drive suite 150 Orlando FL 32837 `��........ itch �"� Florida Engineering Certificate of Authorization Number:0 27 ...'” "'�.• /� Florida Certificate of Product Approval#FLI999 ��• Vs..�N.0/.'•••�`� n Page 1 of I Document ID:1 VZ09353Z01 10143940 I •Y / No.70861 t Truss Fabricator: Gleckler & Sons Bu i l d i ng Supply * Job Identification: REPAIR / 62041B -SIGNATURE HO TATE OF Truss Count: 2 �:� fAIIV Model Code: Building ( ) p 6`•fro 0 Pt,O"4 Florida Code 5th Edition 2014 � . I'f Truss Criteria: TPI-2007(STD) ,c.,:••..........-140 s '••r"«a' Engineering Software: Alpine Software,Versions 15.01, 16.01. 'OS* �' Structural Engineer of Record: LUIS PONT I GO Address: 496 OSCEOLA AVE JACKSONVILLE, FL, 32250 Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - N/A Wind - 130 MPH ASCE 7-10 -Closed Notes: 03/10/2017 1. Determination as to the suitability of these truss components for the William H.Krick structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must notch the date shown 2400 Lake Orange Dr,Suite 150 on the individual truss component drawing. Orlando FL,32837 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Gleckler & Sons Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing nunber is preceded by: HCUSR9353 Details: 14030EC1-GBLLETIN- # Ref Description Drawing# Date 1 42389--A2 17069014 03/10/17 2 42389--A1 17069013 03/10/17 "aP7 o ' to REVISION BP# DATE / g- /t SIGNED This document has been electronically signed using a Digital Signature.Printed copies without an original signature must be verified using the original electronic version. Alpine, an ITW Company 2400 Lake Orange Drive suite 150 Orlando FL 32837 �t►VA H• Page 1 of l Document ID:I VZ09353Z01 10143940 �/' .\G �S• �� Truss Fabricator: G l eck I er & Sons Building Supply No.70861 Job Identification: REPAIR / 62041B -SIGNATURE HO = f, _ Truss Count: 1 i * Model Code: Florida Building Code 5th Edition (2014) t. STATE OF / Truss Criteria: TP I-2007(STD) Software: Alpine Software,Versions 15.01, 16.01. Qjt►•••••�R�D.r ,��' Structural Engineer of Record: LUIS PONT I GO �SS/OfilAI Address: 496 OSCEOLA AVE JACKSONVILLE, FL, 32250 Minimum Design Loads: Roof - 37.0 PSF El 1.25 Duration Floor - N/A Rind - 130 IPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of -Truss Design Engit44410/2017 William H.Krick record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet oust hatch the date 1950 Marley Drive shown on the individual truss conponent drawing. Haines City,FL 33844 3. 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