720 TRITON - REVISION 10/31/17 CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach,Florida 32233
OCT 3 1 2017 Telephone(904)247-5800
FAX(904)247-5845
REVISION REQUEST SHEET OR
CORRECTIONS TO REVIEW COMMENT
Date: 10/3//20/ Received by: CrD Resubmitted:
Permit Number. to-(-A Q 0- KS} -al--
Original Plans Examiner: Project Name:
Project Address: 72 0 Tr;4-0/1 Rd
Contractor: r act Name: ZOrr., 122 PrOda a
Contact Phone : Contact a-mai .
Revision/Plan Check/Permit Fee(s)Du-: $ mc),Oe
Description of Proposed Revision to Existing Permit:
e fru SS€5
„
i` /, d i.i/ .v ,I //
Additional Increase in Building Value: $ Additional S.F.
Site Plan Revised: Public W/U Approval:
By signing below. I (print name) affirm that the above revision
is inclusive of the propose changes.
l /D,/3//2d/ 7
Signature of Contractor/Agent(C ntractor must sign if increase in valuation) Date
3-1/ Office Use Only
//
Date: ! / Approved: A Rejected: Notified by:
Plan Review C mments:
GoNoc ?- i P�Z '- v� Zio Colt a rt/ /^et
Department review required Yes o y�
Bw Ing
tanning
Tree Administrator ans Examiner
Public Works �.
Public Utilities
Public Safety
Fire Services Date Created 4/13f16 Rev.3
This document has been electronically
signed using a Digital Signature. Printed
copies without an original signature must
be verified using the original electronic
ver
Alpine, an ITW Companyapn
t �e .
2400 Lake Orange Drive suite 150 Orlando FL 32837 A • /c,
Florida Engineering Certificate of Authorization Number:0 27 `\-,• .•''�C•".�I�''•• v,.,
Florida Certificate •
of Product Approval#FL1999 NY •��GFr•s f''•� �
Page 1 of 1 Document ID:I W I W9353Z032210104 .�'
•
No.70861
Truss Fabricator: Gleckler & Sons Building Supply *
Job Identification: REPAIR / 62382 -ZORI NTAZA PRO (REPAIR / 62382 --) : STATE OF l
Truss Count: 2 A i
Model Code: Florida Building Code 5th Edition (2014) .1) (ORl� ff
Truss Criteria: TPI-2007(STD) �`s '••a.„•.w`• \ •
Engineering Software: Alpine Software,Versi on 17.01. siONAI E
Structural Engineer of Record: The identity of the structural EOR did not exist as of ON
Address: the seal date per section 61G15-31.003(5a) of the FAC
Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration
Floor - N/A
Wind - 130 MPH ASCE 7-10 -Closed
Notes: 06/22/2017
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 match the date shown 3400 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 number is preceded by: HCUSR9353
Details: -
# Ref Description Drawing# Date 1OFFICE
1 32229--JB / B3 Repair 17173005 06/22/17 COPY
O^`
2 32229--JB / C8 Repair 17173006 06/22/17 r Y
REVISION
BP# !G -72Aq lq s--�o7
DATE j __1
SIGNED
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED DATE:_
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR.
(REPAIR / 62382 -ZORINTAZA PRO - C8 Repair)
This truss is repaired to extend truss span 5-1/2" on the *** (2) 1/2"(NOM.)32/16 APA RATED SHEATHING, 32/16, EXP 1
right end of truss as shown. GUSSETS REQUIRED. APPLY ONE GUSSET TO EACH FACE LOCATED
AS SHOWN, AND ATTACH WITH O.099X2.0"(6d BOX)NAILS w 2"OC
Refer to drawing HCUSR9353 17172044 for plates and other INTO EACH MEMBER COVERED WITHOUT SPLITTING LUMBER
data not given here.
(a) (1) 2X12X 3-6-0 SP #2 SCAB;ATTACH TO ONE FACE OF
Repai r(s) must comply wi th Al pine designs & speci fi cati ons TRUSS WITH 10d BOX(0.128"X3.0") NAILS @ 4" OC
WITHOUT SPLITTING LUMBER.
Shore Truss and any supported spans in proper position Scab may be trimmed to match truss profile.
as repai r i s bei ng made. O
1..1..1
PO. U
1120
VLL% (a) 3-5-4 �..JL
0
***12"x12 oil
woo
„�i 12-10-4 l
llgt
4.5 11...
—
•
•
J 3 •
•••••••JililliIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIISi
„ 8-0-0 •
•
L.,-059
20-9-0 Over 2 Supports
R=848 U=139 W=8” R=755 U=229 W=3.5"
RL=285/-68 M,MM,wNN,r
H �„
Desi gn Cri t: FBC2014Res/TPI -2007(STD) _Or-..........'`1,�''%
PLT TYP. Wave FT/RT=0%(0%)/5(2) 17. .`0V1C; -\• •Se .Q&TY: 1 FL/-/4/-/-/R/- Scale =. 3125"/Ft.
TRUSS REPAIR .•
TC LL 20.0 PSF REF R9353- 32229
DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAMAGE i o.708., •• ~; TC DL 7.0 PSF DATE 06/22/17
AND THE FEASIBILITY OF REPAIR, IN SOME CASES THE PRUDENT SOLUTION IS TO SCRAP • : —
THE DAMAGED TRUSSES AND REBUILD. INTERNAL WOOD FIBER DAMAGE AND EXCESSIVE BC DL 10.0 PSF DRW HCUSR9353 17173006
t A CONNECTOR STRESS FROM BENDING OR SHOCK CANNOT BE READILY DETECTED. THEREFORE, .t S •T• 0
A LEF '` ' i T• IT IS VITAL THAT THE TRUSS FABRICATOR AND BUILDING CONTRACTOR CONSIDER THE r�[�/�' BC L L 0.0 PSF HC ENG J B/WH K
U ' v CAUSE OF THE DAMAGE IN THEIR DECISION WHETHER TO REPAIR OR REBUILD. 0:;:•..P4
�.y� 4 +1:... ��f 9`
AN ITW COMPANY F ..."' G` ! TOT. LD. 37.0 PSF SEAN- 1914
REPAIR WORK SHOWN ON THIS DRAWING APPLIES ONLY TO THOSE SECTIONS OF THE TRUSS A SIONAL��:,
REPORTED BY THE TRUSS MANUFACTURER TO HAVE BEEN DAMAGED. A QUALIFIED THIRD PARTY `�µhMaMWw�w DUR. FAC. 1.2 5
2400 Lake Orange Dr.,Suite 150 INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE, IF ANY,
Orlando,FL 32837 AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. PACING 24.0" J REF- 1 W1 W9 3 5 3Z0 3
FLCoAAO27a illiam H.Krick Lic.Number 708615
06/22/2017 - — -