HomeMy WebLinkAboutEngineering SEP 0 81.015 INC.
RECEI .D PAUL WELCH
Mechanical *Electrical * Civil ngineering
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie,FL 34984
Phone(772)785 -988
Email pwelchinc@aol.c m
SEPTEMBER 3,2015
RE: FERNANDEZ DO R INSTALL
387 MIDWAY RD.
FORT PIERCE,FII
SCOPE OF WORK
o REMOVE EXISTING WINDOW AT REAR O EXISTING RESIDENCE, CUT NEW
OP FORNEW DOOR
■ INSTALL NEW DOOR IN ACCORDANCE WITH PRODUCT APPROVAL AND
MANUFACTURER'S INSTALLATION D STRUCTIONS.
■ INSTALL EXTERIOR LIGHT AND SWIT H ON INTERIOR_
NOTES:
1) THE CONTRACT R,SUBCONTRACTOR,SUPPLIER,ECT SHALL VERIFY ALL DIMENSIONS,
CONDITIONS A JOB SITE,PLANS,SPECIFICATIONS,E T.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE
ENGINEER AS CbNSTRUCTION PROGRESSES.
3) ALL WRITTEN D�ENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED
DIMENSIONS.
4) ALL CONSTRUCGTION MUST COMPLY WITH THE FLO A BUILDING CODE(FBC)2014,FBC
2014 RESIDENT FBC 2014 PLUMBING CODE,FBC 2014 MECHANICAL CODE,FBC 2014
ENERGY CONSEttVATION,AND THE NEC(NEPA 70)20H.EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERINGAZEA,AND IN VERY HEAVY TERMITE
INFESTATION A1tEA PER FISC 301.
6) ALL ADDITIONS REPAIRS,AND ALTERATIONS MUST OMPLY WITH THE F.B.0 2014 FOR
EXISTING BUILDINGS.
7) THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2014 FOR EXISTING
BUILDINGS CHAPTER 7 AND 8.
OONCEALEO FASTENERS OR ATTACHMENTS
STRUCTURAL NOTES ARE THE RESPONSIBILITY OR THE
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. A�� �Q� � ATED.
2) ALL LUMBER INCONTACT WITH CONCRETE OR MASO 5 RE
3) SPLTTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF
HARDWARE IS NOT PERMITED.
4) UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL
CONFORM TO TETE MANUFACTURES INSTRUCTIONS STANDARD PRACTICIES.
ST. LU IE COUNTY
BUILDI JG DIVISION
FOR
O �';D Fri' E
LL�
� " u !.C, °„° REVIEWED B`
•,4�,>; X4,' `'o.
DATE
T / •� - P1�4�lS fAIDLS? IT
PAUL WELCH-INC-t.:�� MUST BE KEPT ON JOB OR
7 j' NO INSPECTl01N WILL BE PAADE
Paul Welch,P.E.
Reg.No 29945
September 3,2015
FILOL”
O _._
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RERNANDEZ DOOR INSTALL
387 MIDWAY RD.
FORT PIERCE,FL
20
19 USAF
AREA OF ENLARGED FLOOR PLAN
A 10
A;: CLPA
'80)
4990)
GAA 26 BAS 26
23
15 t 18
P,€�S
NORTH ---�
.AREA OF WORK-PLAN nts.
NEW DOOR 3068 S.C.DOOR --
4.
APPLIED DP:+27:5 I-29.8 PSF EXISTING COV.PORCH AND.LA ING
NEW LIGHT WINDOW REMOVED NEW DOOR INSTALLED
_ _.... f
NEW SWITCH _ _ MEMO -Ram
-
,�" z 1 'EXISTING CLST l EX6STINGIDENC -
ENLARGEDFLO PLAN=
fA 7 '7,
4 ` x3
py
PAUL WELCH INC_F
r Paul Welch,P.E
Reg.No 29445
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FEWANDEZ DOOR l C f 1f U-
389 MIDWAY RD.
FORT PIERCE,FL
EXISTING ROOF TRUSSES
EXISTING CONC.BEAM
— —._--_ _-- EXISTING CMU WALL
IX OR 2X P.T.BUCK{TO COVER
` } ENTIRE WIDTH OF JAMB)
PROVIDE 11/2"CASEHARD
NAILS @ 4"FROM ENDS AND 8"
O.C.
._x
EXISTING VERT REBAR AND
.9 FILLED CELL EACH SIDE
EgST I G WINDOW REMOVED/
NEWDOOR INSTALLED
EXISTING CMU AND SILL
REMOVED BELOW WINDOW
ti OPENING
_ 1
CONCRETE FND NOTCHED AS
NEEDED+/-1"FOR DOOR
� . INSTALL
EXISTING FOUNDATION
DOOR OPENING IN EXISTRiG WALL D►L+TAILnts...
ILE CO' Y
PAUL WELCH INC-. f m ;
Paul Welch,P.E.
Reg.No 29945
September 3,2015 __.------.__-.
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Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
FERNANDEZ DOOR INSTALL I
Building Permit# Owners Name 387 MIDWAY RD. Applicant:
— FORT PIERCE,FL I---
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Desl n Pressure Number Type
.Windows---..._.......__......----------- -�...__.
-...... ... .. _............. _-1........._. . _ . . ..._.. .. ...._._._.._....._... . .. .. ..... ---.. :.... .._... .._.. .._
Mullions
Fixed Glass
Block Glass
Skyllghts
Sliding Glass Doors
Swing Type Doors t2�L,5 •29,x' +/- SS JFI.p-weN ColiTok)'>zS FLoi !35¢0, tj1a 3/���,c I /q"` LAW tMgep TAPcaNS
French Doors frS F ?5F
Garage Doors N A
Hurricane Protection
Roof Ventllaflo
Roofing Ma
I have r d the above components or cladding and I have approved their use in this structure. 'These products provide adequate resistance to the
W! to forces specified by current code provisions.
UL WELCH P.E.
Name: Signature:
Design Prof: . PAUL WELCH P.E. Cert.No. 29945 Date: 9'1320/S�
o -
�n ;
cn
i
t
d Planning&Development Services Department
5-M -
COUNTY
_ .I Building&Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982—(772)462-1553
Certification for Design Load Compliance
Project Name: FERNANDEZ DOOR INSTALL
Project Address: 387 MIDWAY RD.
Permit#: Occupancy Type: R Construction Type: V
INSTRUCTIONS FOR USE:
I
•This cerlhliiwtion must be completed,signed,and sealed by the design professional of record.
•Submit(2)copies for residential,(3)copies for commercial with all permit applications involving the following:
o New Residences(single or multi-family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
*Note:Foran 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.
I
DESIGN PARAMETERS AND ASSUMPTIONS USED:(complete all that apply)
1.DESIGN CODE:Florida Building Code 2014 Edition with 20 Supplements using ASCE 7-10
2.Structure Designed as(check one): X Enclosed _Partially Enclosed Open
3.Risk Category:_1 X II 111 IV Exposure Category: X B C'. D
4.Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width:; 5 ft
S.Mean Roof Height: 30 ft Roof Pitch: N/A :12 Parapet: N/A ft
6.Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openin .):
16.0 16.0 16.0 27.6 27.6 N/A
Zone 1: _25.3 Zone 2: -44.0 Zone 3: _65.1 Zone 4: _30.0 Zone 5: _37.0 Garage: N/A
7.Design Loads:Floor: 40 PSF Roof/Dead: N/A PSF Roof/Live: N/A I'Balcony:. N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF/CONCENT TED
8.Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not:
i
9.Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
I
10.Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
1 certify that,to the best of my knowledge and belief,the attached plans&specifcations have b e o
C()PY
comply wlth;the applicable-structural portions of the building codes currently addpted and enforced 4by 3't�uc�e
4, ,
County.I also certify�thatstructurZ.al elements depicted on these plans provide adequate resistance to the design
forces specified:-.',,-,--
Paul Welch PIE. 299415 / 5115
Print Name Cert#&Co. ert Auth.
Paul Welch Inc.
Signature;Date,and Seal 1984 S.W. Bil�tmore St.Suite#114 Port St.Lucie,FL
Company Name&Address
SLL66V Norm#UL(1 11 Kewsetl 3/T5%11:j75) -;
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