HomeMy WebLinkAboutHealth SurveyPlanning & Development Services Department
fY,tgxrS�M Building & Code Regulations Division
*et3� }tea 2300 Virginia Avenue, Fort Pierce, FL 34982 -(772) 462-1553
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Certification for Design Load Compliance
Project Name: MELISSA 2 MODEL
Project Address: EASY ST.
PermitIf: Occupancy Type: R Construction Type: 1
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 Addition
o Any accessory structure requiring a building permit,
oAny 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 7-10
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
3. Risk Category: IIX II III 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: 15 ft Roof Pitch: 6 :12 Parapet: N/A ft
6. Components & Cladding, Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
16.0 16.0 16.0 27.6 27.6 N/A
Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage:
-25.3 -44.0 -65.1 -30.0 37.0 N/A
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 FILE /CONCENTRATED
9. 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? Yes
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 buildingcodes current) adopted and enforced 5 Lucie o ced b _ t. ucle
Y I Y
County. i also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified _-
Building (Department Product Approval Submittal Affidavit
Permit f# - - Building Address; ON PLANS Contractor: ON PLANS
---
ng Sc eciufe i�`wing oors, ver ea Doors, S I mg C7onrs,T xe Gass, (n a -a- ws Sky(Igiifs-
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Opening ID
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EL fi or NOA #
_ _Open_
-Product _
Model ff
Manufacturer
Attachment Method Type, Size, Spacing &
Building
Product
Glass
Embedment (DISTANCE FROM CORNER /
Design
Design
-
_
Description
DISTANCE O.C.)_ _
Pressure
Pressure
1, 2, 3, & 4
FL# V
S.H. WINDOW
185 SH
MI WONOWS &
IMPACT
1/4" X 11/4" MIN EMBD. TAPCONS @ 2"/16" O.C.
SEE ELEV.
+/- 55
17495.1
DOORS
5
FLg 20468.5
_
S.C. DOOR
_ _
SMOOTHSTAR
THERMA-TRU
N/A
1/4"X 1 112" MIN. EMBED TAPCONS @ 6"/14"
SEE ELEV.
+/- 50
W/SIDELiTE
O.C. MAX
fi
FUt
FRENCH DOOR
--
SMOOTHSTAR
THERMA-TRU
-
IMPACT
1/4"X 11/2" MIN. EMBED ULTRACONS @
SEE ELEV.
+/-55
10975.1
6"/13.75" O.C. MAX
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1173
_ CLQPAY BLDG
1/4"X 11f 2" MIN, EMBED TAPCONS @ 3"FROM
7
fit# 16546, 5
OHD
PRODUCTS
N/A
ENDS AND 7 1/2" O.C. MAXO.C. MAX.
SEE ELEV.
+3G 42
Attachment Method:
Bldg.
Product
PRODUCT
MODEL 0
MANUFACTUER
Type, Size, Spacing, Embedment, Stiff ner, Etc.
Design
Design
"
Pressure
Pressure
NOA 418-0529.03
LAWSON INDUSTRIES INC.
2" X 2"X 1/811 ALUM. ANGLE TO MULL W/ (2)-1114
SEE ELEV.
+/- 6R
MULLIONS
Vertical Mullions
SMS 5/16" TAPCON 13/4" EMBED INTO CONC.
FL#f 18355.1
I
(6) 1 1/4" E.G. ROOFING NAILS PER SHINGE
ROOF
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P1ERrTAG I
TAMKO BLDG.� PRODDUCTS
{MEETS REC1UlREMTS OF PRODUCT APPROVAL)
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Hurricane
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i have reviewed the above product approval Information and approve it.
-
Name: Paul Welch P.E. Certification Number: 29945
NOTE;3:
1) TH;E CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE
(1=13C) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017
MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA
70) 2014 EDITION.
S) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY
HEAVY TERMITE INFESTATION AREA PER FRC 301.
6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WiTH THE F.B.C.
2017 FOR EXISTING BUILDINGS.
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DOOR/WINDOW SCHEDULE
1. (37 fir' W X 63" 1-1) (DBL) SI125 WINDOW
2 (37 fir' W X 63" I -I) SH25 WINDOW
rr 3rr VS
3
3 (37 4 3� II) SH23 WINDOW
4 (27 "' W X 26" I -I) SHIA.2 WINI)O�1'
5 3°6g S.C. DOOR W/ (1.) 12" SIDELITE
6 3°6' FRENCH DOOR
7 1.6°7° OVERHi+�AD GARAGE DOOR
A 2s6s SOLED CORE 20 MIN FIRE RATED DOOR.
13 2468 1I.C. INTERIOR DOOR
IL-1 2°6s H.C. INTERIOR DOOR
D 2()6g POCKET DOOR
E 61168 BI-FOLD DOOR
F 2o6s H.C. SWING DOOR.
G 346s CASED OPENING
H 3°6s CASED OPENING
J 2668 II.C. INTERIOR DOOR (SWING)
Cate: 5 �Z Approved:Florida D_ep%a n of Nealt ,;n , keec ee 'taLlnty
TABULATIONS
LIVING:
2,232 SQFT
COV. PORCH:
200 SQFT
ENTRY:
139 SQFT
GARAGE:
512 SQFT
TOTAL:
3,083 SQFT
FLOOF (�/"\I�1 SCAI.f III : 1'
/�11
PAUL WELCH INC.
MECHANICAL ELECTRLCAL CIVIL ENGINEE
1984 S.W. BILTMORE ST. SUITE #114
PORT ST. LUC:IE, FL 34984
PI -[ONE (772) 785-9888 E-MAIL PWELCHINC@AOL.COM
NOV 2 3 2020 PAUL WELCH, RE. I LA REG NO.29945
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