HomeMy WebLinkAboutRevisions; South South East Wall' I �
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
u
LOCATION/SITE
ATTDVQQ.
PERMIT # r -4) a " U "l, l '�
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE, FL 34982.5652
(772)462.1553
DEC 2 0 % A
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION ST. Lucie County, Permitting
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME:
CITY: CTZj tj
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME: _
ADDRESS:
CITY:
PHONE (D)
ST. LUCIE CO CERT. #:
ZIP:
FAX:�t�N
TE: i- L
FAX:
TE:
FAX:
ZIP:
Revised 9/23/09 RLBVISION
,Revised06/30/17
Architectonic Inc
January 13, 2020
St. Lucie County Building Department
2300 Virginia Ave.
Ft. Pierce, Florida
Re: Anthony Fedynik
3225 Mura Dr.
St. Lucie County, Florida
RECEIVED
JAN 13 2019
ST. Lucie County, Permitting
Permit #
To Whom it may concern:
Please be advised that the interior bearing shall be constructed with 2x4 studs at 16" o.c. max. with double top
plate, pressure treated 2x4 bottom plate with 1/2" x 6" expansion bolts @ 24" o.c. max. and Simpson SP4 "U"
straps at top and bottom plates every stud for the above referenced project.
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'tectonic Inc.
M,w.' .....
806 Delaware Avenue
Fort Pierce, Florida 34950
Tel: 772 460 7751
Fax: 772 460 4244
www. a rc h ite cto n i c i n c. c o m
FL Reg #AA26003348
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PRODUCT REVIEW
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PRODUCT REVIEW
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
DESIGN
TYPE
CASE)
PRESSURES
WINDOW
ZONE 4-28
-65
SILVERUNE
SH VI SERIES
FL#
NON-
3/1V TAPCONS 0ILSO" MAX. O.C., 6.2V ON
ZONE 5-34
BUILDING
70
14911
IMPACT
CORNERS WITH A 1.25" MIN. EMBEDMENT AND 1.7r
PRODUCTS CORP.
DISTANCETOEDGE
DOOR
ZONE 4-28
.55
MASONM
WOOD EDGE
FL#
NOW
X" TAPCONS Lat 5.5" MAX. O.C., 3" ON CORNERS WITH
ZONE 5 -34
STEEL DOOR
17798.1
IMPACT
6" AND 3'r CENTER CLUSTERS
ROOF
ZONE 1.24
N/A
GAF
TIMERUNE
NOA#
N/A
(6) 3/8" DIA. ROOFING NAIL PER SHINGLE
ZONE 2-40
SHINGLES
16-0811.11
SHUTTERS
ZONE 3 -60
ZONE 4-28
-S8
EASTERN METAL
BERTHA ALUM.
FL#
IMPACT
X"TAPCONSIS12"MAX. O.C. PANEL ATTACHMENT 70
ZONE 5-34
SUPPLY
STORM PANELS
11964.1
MOUNTING HARDWARE OF DIRECT MOUNTING WITH
1-31V MIN. EMBEDMENT AND 1' MIN. EDGE DISTANCE
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ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
THIS OFFICE FOR THESE PRODUCTS.
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ARCHITECT
Certification for Desian Load Compliance
1,
DESIGN CODE: Florida r-P0IPBNTIA-L- code 2017 Edition w/20 supplements using ASCE 7-10
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Structure Design is: x Enclosed Partially Enclosed _Open Building
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3.
Risk Category: _I K II _ III _p IV Exposure Category: �B _C _D Adjustment coefficient t .O
4.
Design Wind Velocity 1G0mph,ASD _LRFD End Zone Width uR.
6.
Mean Roof Height: (�Lft. Roof Pitch: 5 :12 Parapet _R
806 DELAWARE AVENUE
6.
r
Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ MRH (worst case)
FORT PIERCE, FLORIDA 34950
Zone i:%'b Zone 2:- AD Zone 3: b 0 Zone 4:--* Zone 5:- 3;� Garage:N ^
T. 772 460 7751
7.
Design Loads: Floor: 75' PSF Roof/Dead: �G.._ PSF Roof/Live 3o PSF Balcony: ,_PSF
F: 772 460 4244
Dock: _PSF Deck: _ PSF Stairs: _ PSF Fence: _ PSF Railing: PSF
W W W.ARCHITECTONICINC.COM
8.
Were Shear Walls Considered for Structure? 7_C Yes _Not Applicable Explain Why Not:
9.
Is a Continuous Load Path provided?,< Yes _Not applicable Explain Why Not:
STATE REG # AA26003348
STRUCTURAL
NOTES:
COPYRIGHT 2017
1.
STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
PROJECT
2.
CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
-
FOOTINGS TO 2500 P.S.I. MIN.
3.
REINFORCING STEEL SHALL BE GRADE 60 OR DETER WITH 30' MIN. LAP.
- - - -- --
4.
CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
E DY N I K
BEAMS 1-1/2'
COLUMNS 1.1/2'
6.
FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 96%
FIRE RECONSTRUCTION
MODIFIED PROCTOR DENSITY,
ST.LUCIECOUNTY, FLORIDA
6.
ALL COMPONENTS OFTHIS STRUCTURE RAVE BEEN DESIGNED AND SELECTED TOWITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION
_
T
DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
e,
PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6' MINIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION,
9.
FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
CLIENT
"NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
Z-MAX COATING OR BETTER.
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CONSULTANTS
' REGISTRATION
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MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. I DATE REVISION
KEY PLAN
CI17TItJfo �`�� 1?EEEAIrV SHEET TITLE/SHEET NUMBER
W f� L.L,•�j
PROJECT NUMBER `j 1
L DATE 1105 � 5 -'(($
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