HomeMy WebLinkAboutEngineering ENGINEERING SUBMITTALS
AuGusr20,2020
WIND LOAD CER77FICA770N.
CODE.•FSC20f7/FRC20f71ASCE`T-f0
(FBC 67H EDITIOA)
W7ND SPEED. 150 MPH,3 SEC GUST
EXPOSURE:' "5"
CATEGORY11
/NTERNAL PREBSURECOEFF.•O.00
JOB:
CVS RE RooF
4780 N. K/NGS HIGHwA Y
"ST. LUCIE, FLORIDA
PAUL WELCHINC.
MMCMW,fCAL ELMCMCAL CIVIL EMOMWM UMG
1984S.W.ammowsr.SulmArt 14
POMrSAINTLUCIE,FL 34984
(7M 78"BS8 pwelchinc@aol.com
PAm WMLcH,P.E. FL4 Rm No.29945
I
SCOPE OF WORK:
- REMOVE EXISTING ROOFING
- INSTALL NEW ROOFING MATERIAL PER P/A
NOTE:ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2017,THE 2017 FLORIDA PLUMBING
CODE,THE 2017 FLORIDA MECHANICAL, AND THE NEC(NFPA 70)2014 EDITION.
ALL ADDITIONS,REPAIRS,AND ALTERATIONS MUST COMPLY WITH THE FBC 17 FOR
EXISTING BUILDINGS.
THIS IS AN ALTERATION LEVEL 1 AND MUST COMPLY WITH THE FBC 17 FOR
EXISTING BUILDINGS CHAPTER 6 AND 7
NOTES:
-THE CONTRACTOR,SUBCONTRACTOR,SUPPLIER,ECT.SHALL VERIFY ALL DIMENSIONS,
CONDITIONS AT JOB SITE,PLANS,SPECIFICATIONS,ECT.
-STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE
ENGINEER AS CONSTRUCTION PROGRESSES.
-ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED
DIMENSIONS.
-ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC 2017.
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF
HARDWARE IS NOT PERMITED.
3) UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL
CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES.
JOB:
CYS RE-RooF
4780 N. K/NGs HIGHwA Y
ANQMrST. LUCIE, FLORIDA
PAUL WELCHINC.
MECH4NICAL ELECIMCAL CIVIL ENGINEERING
f984S.W BILTMOw8r.SuffzAff 14-- - _
P0Rr5AINrLucE, FL 34984 -
(772.)7859888 pwelchinc@aoLcom
PAUL WELCH, P.E. FLA REG No.29945
fk
4
i
r .
�f
ata ,.,xsr^r-,-� ff' at•y? `N t y � ...., �,
614
t - ti � .:t�� f `� � {: �� l� 7 ,, £,•aJ � L;,,, .�, t F. 2� "y� r .� r c � � ;;,L t �} � 0 � 0
,•.. d 4P.
Bas
k�
r •�. �. �f � o0 0 � ;
t' — CJ� E-lz
}e 1 - i ? �� Y6M S'.t 33.• e y-r t � " r x�i -t �,�.:y � x. � f$.��Y t i zEb�
t ty � r f� ���� �, d 3�.• sY. �+rr��.s� ,�, ^I �' {.. �:3 F 3
rr t -,474 t
M,• �i �# i I � �*k.'t:�+y�„� xi a,�`� r� t %� st t'I� ro"�•� / 3 t �`-
�1
g
PAUL WELCH INC.
.JOB: — MECHANICAL ELECTRICAL CMIL EMORVEMUNG
CVS RE-ROOF 19845.W BiLMO)WSr.SUME&I 14
.4780N KINGS f�:CaHYYAY_ PORTSAINrLUC�E,FL 34984
QST. LUCIE, FLORIDA (772)78SB888 pwelchirc@aol.com
PAUL WELCH,P.E. FLA REG NO.29945
Planning&Development Services Department
Q _ Building&Code Regulations Division
"11ds - 2300 Virginia Avenue, Fort Pierce, FL 34982-(772)462-1553
Certification for Design Load Compliance
Project Name: CVS RE-ROOF
Project Address: 4780 N.KINGS HIGHWAY
Permit#: Occupancy Type: B Construction Type: V
INSTRUCTIONS FOR USE:
•This certification 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 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 all that apply)
1.DESIGN CODE:Florida Building • Code 2017 6th Edition with 20—Supplements using ASCE 7-11
2.Structure Designed as(check one): X Enclosed _Partially Enclosed Open
3.Risk Category: _I X II III IV- Exposure Category: X B C D
4.Design Wind Velocity 150 mph 116 ASD N/A LRFD End Zone Width: 5 ft
S.Mean Roof Height: 25 ft Roof Pitch: o.25 :12 Parapet: N/A ft
6.Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openir
16.0 16.0 16.0 24.2 24.2 23.6
Zone 1: -24.2 Zone 2: _40.6 Zone 3: _61.1 Zone 4: -26.2 Zone 5: _32.4 Garage: _31.1
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 PLF/CONCENTRATED
8.Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not:
9.Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
10.Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Ye
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that,to the best of my knowledge and belief,the attached plans&specifications have been designed 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.Cert Auth.
= Paul Welch Inc.
OW46 ,1 8/10/20
Signature,Date,and" i al= 1984 S.W.Biltmore St.Suite#114 Port St. Lucie,FL
- _ - Company Name&Address
SLCCUV Form#02U-11;Revised 3/15/12(JS)
Saint Lucie County Building Department Product Approval Submittal Affidavit
Permit# Building Address:SEE PLAN Contractor:TBD
Product Model# Manufacturer Attachment Method Type Building Product
Spacing,Embedment&Stiffener etc. Design Design
Pressure Pressure
Roof FL#14207.1 TPO SYSTEM VERSICO ROOFING SYSTEMS SEE BELOW -66.7 -70
SC-209
Siding FL#23885.1 SIDING VINYL PLYGEM N/A PER DETAIL ON PLAN -40.6 -45
I have reviewed the above product approval information and approve it.
Name: Paul Welch P.E. Certification Number: 29945
1114in_22 ga,,,type 6 Grader shim 15=Tnch;Vone - r, {til?V X rastener(steel on�)1171 14 24(c'_oncr'eie only)orCD rj_inch S 'E
�- ,, =,-„ PeeUm; VerssWeldor a t5 ,C C:
: inch
SO steel dr mini:"250b srp ar mare_laa ers, - 10:concret2'oni Fasteners a_SG209P P y,_. ' m , r Y).a _ nd HPV X(date or#15 CoRoXersp M +l5 i)
attach VersilNefdPlust _ io:c?s L_ t._._ foutsid_e) C
(structural concrete an combination —4 steel oni wrth 2-3/8 vko K!e'am Plates AccuSeam j — finch,. o c.
PAUL WELCH INC
JOB. I MECH.4/YICAL ELE'C7T;t'ICAL <� illL ENG//YLe'E'PtIIVG
CVS RE-ROOF ! 1984 W.BILTMORE'sr.Su1TE 0114
47801 KINGS HIGHWAY � / pOS.Rr5AINTLUCIE, AL 34984 �
- T Sr. LUCIS, FLORIDA (770785 888 pwelchlnc@«aol.com
PAUL WELCH,P.E. P1 REG NO.29945