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SCOPE OF WORK
- REMOVE EXISTING ENTRY DOOR AND REPLACE WITH NEW PER PRODUCT
APPROVAL
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NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 17, AND THE FBC 17 RESIDENTIAL,
2017 PLUMBING CODE,2017 MECHANICAL CODE AND THE NEC(NFPA 70)2014 EDITION.
ALL ADDITIONS,REPAIRS,AND ALTERATIONS MUST COMPLY WITH THE FBC 17 FOR
EXISTING BUILDINGS,THE FBC 17,AND THE FBC 17 RESIDENTIAL
THIS IS AN ALTERATION LEVEL I AND MUST COMPLY WITH THE FBC 17 FOR EXISTING RECEIVED
BUILDINGS CHAPTER 6 AND 7
NOTES: JUN o Znza
Permitting Department
-THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL St. Lucie County
DIMENSIONS,
CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
- STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE
j ENGINEER AS CONSTRUCTION PROGRESSES.
-ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED
DIMENSIONS.
-ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC/ FBCR 2017.
STRUCTURAL NOTES:
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2 TREATED.
3) SPLITING 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 THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES.
�ON
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KERRI VARNEY DOOR REPLACEMENT PAUL WELCH INC.
MECH-ELE(T-%`.ilL ENG:
200 N. EL MAR DR.,JENSEN BEACH, FL. 1984 BILT&--V";;E ;;T:.#114
KERRI: 772-812-1050 PORT SAINT-+ CIE. FL 34984
PAUL WELCH ";E.
FLA REG N0.29945
MAY 2 8 2020
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Planning&Development Services Department
Building&Code Regulations Division
23OOVirginia Avenue, Fort Pierce, FL349Q2—(772)462'1SSS
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Certification for Design Load Compliance �
Project Name: KERRI VARNEY DOOR REPLACEMENT
Project Address: 20
Permit#: Occupancy Type: R Construction `� |
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INSTRUCTIONS FOR USE:
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•This certification must be completed,signed,and sealed by the design professional of record.
°Bubmit(2)copies for residential,(3)copies for commercial with all permit applications involving the following:
oNew Residences(single urmulti-fami}y) |
oResidmnda|Additio 1
oAny accessory structure requiring abuilding permit |
oAny non'residentiaistructure. 1
Note: Form not required for interiorrenovations provided that no exterior structural elements are affected and /
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certain minor building permits at the discretion of the local building official.Contact the#above for questions. �
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DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that
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apply) /
1.DESIGN CODE:Flocide_Building L__Code 20176th Edition with 2Q___Supplementsusing ASCE 7'1
2.Structure Designed os(check one): X Enclosed Partially Enclosed Open
3'Risk Category: | X 11 111 —IV—'Euposure ----Category: B X ��---Q .!
4.Design Wind Velocity 165 mph 128 ��0 N�� �RFDEnd�oneVV�t�' 5 ft
----- ------ --- ' /
S'Mean Roof Height: 20 ft Roof Pitch: m/^ �1� parapet: N/& ft .
| Cladding
nPresyu�sUsed:(PSF,based
on10sqft8M —----deaNy|abdonaUp|anopenin �
Zone 1: 21^0 Zone 2: 21`8 Zone 3: 21'8 Zone 4: 37^B Zone 5: 37`g �ara�e' N/A |
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�4.� @O�� -��'� '41.� -6�'� ' /
� __---___ _-_____ -------_ -__----
� ���es�nLmads:F|mac N/A PSF Roof/Dead: N/A PSFRoof/Uve: N/A Balcony: N/A pSF '|
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Dock: mSF0eck: Stairs: 4 P�FFence� ------ UioQs� PLF/CONCENTRATED
8.Were Shear Walls Considered For Structure? XYes Not Applicable Explain Why Not: �
9'bA Continuous Load Path Provided? X_Yes Not Applicable Explain Why Not: �
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10.Design Sail Bearing Pressure: 25g0_P5FSoUTes Reports Submitted? Ye |
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
/certify that,tothe 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'|alsocertifwthatstructurale|ementsdepi�edonthesep|ansprox\deadequaterasi�ancetpthedes|g��°���' /
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forces specified:
Paul Welch P.E. 29945 5115
Print Name Cert#&Co.Cert Auth.
-Paul Welch Inc.
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Signature,Date,and.Seal ' ' ' 19Q4SWBiltmore St.Suite#114 Port StLucie,Fl.
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Company Name&Address !
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