HomeMy WebLinkAboutRevision; Change windows & Doors to non-impactOFFICE USE ONLY: 1
DATE FILED: \ `A. z o
REVISION FEE:
LOCATIONISITE
ADDRESS:
PERMIT # . _ 0 U �3 - b 4L -LL_
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
RECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
OCT .I 4< 1010
(772) 462.1553
Permitting Department
APPLICATION FOR BUILDING PERMIT REVISIONS
St. Lucie County
PROJECT INFORMATION
i
DETAILED DESCRIPTION OF PROJECT
DF Vi4Tnw4z.
CONTRACTOR INFORMATION:
STATE of FL REGJCERT. #:
BUSINESS NAME: 11 Q� �, Imo_, L
ME: � Q,�, , �
QUALIFIERS NAL. _-
ADDRESS: —L47
CITY: TO S -- STATE:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATI
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION; p
NAME: 1 Qom- ( Cr e l cL
ADDRESS: 8
CITY: (� L STATE
PHONE (DAYTIME): 8
ST. LUCIE CO CERT. #:
ZIP: Y IF 3
FAX:
FAX: Tile . a►
: ru zip: II( 9 $y
FAX: ,
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite #114
Port Saint Lucie, FL 34984
Phone (772) 785-9888
pwelchinc@aol.com
or,
October 05, 2020
Re: Montoya Residence
2802 Grove Dr.
Fort Pierce Fl.'
PERMIT NO. 2003-0422
To Whom It May Concern:
Please be advised of revisions to plans dated 10/05/20:
1. Revised sheet 1 product approval to show non -impact stem.
P pP P Y
Thank you for your attention to this matter and, if you should have any questions
matter, please do not hesitate to contact our office.
Sttbmitt °d by;
PA LCH INC.
Paul W 1 , P.E.
Fla Reg o. 29945
PW:ns
4
II
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Planning & Develo mant Services De ent
P Partm
o Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982- (772) 462-1553 1
i
Certification for Design Load Compliance
_
Project Name:. SEEPLAN
Project Address: SEE PLAN
Permit Occupancy Type: R Construction e: V-
INSTRUCTIONS FOR USE:
This Certification
rt fication must be completed, signed, and sealed by the design professional of record. 1
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following;
a New Residences (single or multi -family)
o Residential Additio
o Any accessory structure requiring a building permit
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED- (complete aft that apply)
1. DESIGN CODE: Florida Building Code 2017 6TH Edition with 20_Supplements using ASCE 7-10
2. Structure Designed as (checkone): X Enclosed —Partially Enclosed Open
3. Risk Category: 1 X II 111 IV Exposure Category: X B C D
4. Design Wind V �
elocity 150 mph 116 ASD N/A LRFD End Zone Width: 5 it
-
-
S. Mean Roof Height: 15 ft Roof Pitch: s :12 Parapet: N/A it
-
6. Components & CladdingDesign Press g ores Used: (PSF, based on 10sgft Ca11S'MRH- clearly label on all plan openin
16.0 16.0
Zone 1: 16.0 24.2 24,2 N A
Zone 2: Zone 3: / .Zone �
4. Zone S: Garage: I
-22.1� -38.5 -57.0 -26.2 -32.4 g N/A 1
:
7. Design Loads: Floor N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony: _ N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF1 CONCENTRATED
8. Were Shear Wails X :Yes - _Not Applicable Explain WhNot:
9. is A Continuous Load Path Provided?X Yes Not Applicable a Explain Why Not:
o
10. Design Soil BearingPressure; 25 DO PSF Soil Test Reports Submitted? Ye
I
DESIGN PROFESSIONAL CERTIFICATION STATEMENT'
V-
I certify that to the best of my eand belief, t-h.e attached
ed Plans . &specifications.h ve b_e d ne a. g d to
Comply with the applicable structural portions of the building codes Currently adopted and enforced by St.
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Paul Welch P.E. 29945 / 5115
Print Name Cert # & Co. Cent Auth.
Paul Welch Inc.
ON PLAN 2/24/20'.
Signature, Date, and Seal 1984 S.W. Biltmore 5t. Suite #114 Port St. Lucie, FL
stccuv corm u uzu-xz Revised 3/15e12 pCompany Name & Addresssl
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BUILDING `DEPARTMENT ;PRODUCT
APPROVAL SUBMITTAL AF
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PRODUCT MODEL �S`r4jT�l"'t
,# MANUFACTURER �
TYPE, SIZE, - SPACING, EMBEDMENT .& STIFFENER ETC, _
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MULLION A AREA SCHEDULE ►n/ED FOR
N ! CODE COMpL(A!V o
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A/C AREA 1614 BOCC li
...SIDING I>1 �A , I�
SOFFIT +q,a t I�,l GARAGE 410
�4 2°/t(ni,7 /"L.dSTI '(�6'YLiEIM �Jic� 77� � rJ LAnJ 3, r1
v,
�� �.etaL u �, ENTRY 28
HURRICANE 1 I Ln4, t"D taG,o �A,ad7f�L.�".1Jk"C �
0-4 %��JrI�Y11.1 t�1 x t Y� r � � t� �(� � S
I PANELS iLt��i2."i .i �at4t,Iir'st.. �a, N E L t✓. l.,
TOTAL 252 Lz Lsciul�FileI have reviewed the above Product aPProyal information and approve It;
- _-
Ca r d
LINTEL LENGTH/TYPE �.
SAFE .APPLIED L.J..
`SAFE '. APPLIED . COMPOSITE
NaMe� Paul Watch P,E, Certification Number, :29945 N rr
O' GRAVITY GRAVITY UPLIFT W � UPLIFT BEAM.
_ LOAD
LOAD LOAD , LOAD
NOTES-
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-
ALL GLAZED X > EXTERIOR WIND
OWS AND D ❑ 7 T A ❑ RS SHALL THE CONTRA LL HAVE A U CIO. SUB , FACTOR LESS R SUBCONTRACTOR, IP THAN ❑R EQUAL T❑ 0, 65 AND A SHGC ) z, SI I LICK, FCT. SHALL YtRiFY ALL
LESS THAN ❑R EQUAL T❑ 0,25 `
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2 STRUCTURAL FEATURES NOT DETAILS ' � ) DON THESE PLANS WILL BE
THE
ADDRESSED BY N . r t F ENGINEER AS CONSTRUCTION PROGRESSES.
3 L r ,
\ - ALL WRITTEN DOME , \ ) DIMENSIONS ON THESE DRAWINGS TAKE
I{ PRECEDENCE OVER
SCALED DIMENSIONS.
„ 4 ALL CONSTRUCTION r
•, I ) O MUST COMPLY 4YITII THE, FLORIDA BUILDING COD(
I
(FBC) 2017, FBC 2017RESIDENTIAL, FBC 2017 PLUMBING CODE FBC 2017
I;
MECHANICAL CODE .FBC 2017 ENERG
Y CONSERVATION, AND THE NEC (NFPA
70) 2014 EDITION.
JAN, 14, 2020
5 RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING C AREA, AND iN DRi N OTE: WHENL INPELISINvARtous LOCA Io Ns WORST CASE L OADVG IS S OWN HEAVY TERMITE INFESTATION AREA PER FRC 301.: NOTE: PROVIDE "CASTCRETE"PRE-CAST CONCREE LINTEL AS NOTED ON PLANS.
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