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HomeMy WebLinkAboutBUILDING SITE PLANSCOPE OF WORK
CONSTRUCT NEW SHED PER PLANS AS SHOWN
THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR
EXISTING BUILDINGS CHAPTER 7 AND 8.
NOTES:
1) THE 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 BUII DING CODE
(FBC) 2017,.FBC 2017 RE, SIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017
MECHANICAL. CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA
70) 2014 EDITION.
5) 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.0
2017 FOR EXISTING BUILDINGS.
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10•
2) SOIL BEARING CAPACITY: 2500 PSF (MIN.).
3) ALL STRUCTURAL CONCRETE IN BEAMS; LINTELS, VERTICLE CELLS, AND
COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
COMPRESSIVE STRENGTH AT 28 DAYS.
4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES &c STEEL REQUIREMENTS.
5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3" BE, I i/z" SUSPENDED SLABS: 1 Vzz"
6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALATION OF HARDWARE IS NOT PERM TED.
A) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
PRACTICIES.
9) ]UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING -
SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD,
10) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD
SHEATHING IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND
6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 D.IA.
T1-11 NOTE
1) EXTERIOR FRAME WALLS TO BE 5/8" T1-11 W/ LOD NAILS AT 6" O.C. PERIMETER
AND FIELD OVER 1.5# FELT
Planning & Development Services Department
ty Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
Project Name:
Project Address: 4712 REGINA DR
Permit #: Occupancy Type: R 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 Addition
a 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 If above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _ Partially Enclosed _ Open
3. Risk Category: —1 X ll_ III_ IV Exposure Category: —8 X C D
4. Design Wind Velocity 160 mph 124 ASO N/A LRFD End Zone Width: 5 it
S. Mean Roof Height: 10 ft Roof Pitch: 2 12 Parap t: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on I sqk @ 15'MRH, clearly label on all plan openings):
19.3 19.3 19.3 3 6 33.6 31.8
Zone 1: 30.7 Zone 2: -53.5 Zone 3: 79 1 Zone 4: -36.4 Zone 5: 44 9 Garage: -41.5
7, Design Loads: Floor: N/A PSF Roof/Dead: 5 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? 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 building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these pia a;provide adequate resistance to the design
forces specified:
Paul Welch P.E. 29945 / 5115
Print Name Cert # & Co. Cert Auth.
Paul Welch Inc.
PION PLAN 12/5/2018
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
FILE COPY LE COPY Company Name &Address
CONCEALED FABMNERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
1
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RIGHT SIDE ELEVATION
TI-11 �Ib1tJL!
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T ELEVATION4
i.LE F A
SCALE
N
ST, LUCIE COUNTY BUILDING DI IO
REVIEWED FOR COM LIANCE
REVIE D Y
DATE
PLANS AND PERMIT MUST BE KEPTA
B
SITE OR NO INSPECTION(S) WILL DE
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LEFT SIDE ELI4VATION ,,,SCALE
Building Permit #
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Owners Name 406151 h1 S Applicant:
Product
Opening Design
Pressures
Product Ratad
Deal n Pressure
Manufacharer
_
Modal Number
Product Approval
NARnber
Glass
T ype
Method of Attachment
Windows
Mullions
Fixed Glass
-
BlockGlass
S II hts
Sliding Glass Doors
swing Type Doork
• Ir$'f -f+.td
SU
N/A
IIAMIIA"MIM.En� .�SG¢�wsdT•'F I(m"O,G,Pr
French Doors
Garage Doors
t31,1f-/{I.5
k`j0!-GO
DAg D°ae-
42F oil
Ir.Se7I,q
r✓ Q
HIM, EntgClj LACI 5c4126YUS
Hurricane Protection
oN Y 9- ' tZAtit C- jr
Roof Ventilation
Roofing Material
it?. =-Si,S
7.S=-}9,4
2! -2_ - ,-S,I
Sao -19,33
GE2TAINT€
r(ob.61T,)n
M°A�l14-loo3.oh
N/A
fit% ' ATTAc1aMtE4-f t•-tef&-\eh
N0TF &6I.c•w
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: VA U L V, V- L- C. ( P lr Signature: 0 Cr' L A iJ
Design Prof. ?4 \) V W F L4\,k 1 A (,Cert. No. Z 101 + S Date: o AJ (F* ► i
_J
ROOF ATTACHMENT REQUIREMENTS FILE C 0 PY
ROOFDATA:
FILE COPY
Manufacturer:
CERTANTEED CONGEALED FASTENERS OR ATTACHMENTS
ARE THE ORD HE
Type:
MODIFIED BITUMEN
NOA#:
17-1003.04
System Type :
E(3) Base sheet Mechanically fastened page 23 of 42
Design Pressure:
52.5 (-PSF) PER NOA
Membrane Type:
APP MODIFIED
Deck:
19/32 " Plywood
Base Sleet:
Weather / Empire Base Sheet
Fasteners:
11 ga. annular ring shank nails and approved tin caps
(spacing per base sheet attachment requirements)
- BASE SHEET ATTACHMENT REOUIREMENTS
THESE PLANS AND ALL PROPOSED WORK ZONE I : Base sheet attached to deck with Fasteners as specified above
ARE SUBJECT TO ANY CORRECTIONS (Field) at 8 " O.C. in ( 4 ) rows. One row is in the side lap. The other rows
REQUIRED FIELD INSPECTORS THAT
RAAY BE NECESSARY IN ORDER TO are equally spaced approximately 9.8 " O.C. in the field of the sheet.
COMPLY WITH ALL APPLICABLE CODES. (METHOD PER NOA)
Design Pressure (-PSF): 515
Z p L 5 " ZONE 2: Base sheet attached to deck with Fasteners as specified above
l 0 2112" to,- 01,11 y^ (Perimeter/ Ridge) at 7 " O.C. in ( 4 ) rows. One row is in the side Ian The other row
are equally spaced approximately 9.8 " O.C. in the field of the sheet, lr i
(ENHANCED FASTENERS) Design Pressure (-PSF): 53.9 a
Base sheet attached to deck with Fasteners as specified above.
(Corners) at 4 " O.C. in ( 4 ) rows. One row is in the side lap. The other rows
q
are equally spaced approximately 9.8 " O.C. in the field of the sheet.
(ENHANCED FASTENERS 1' o Design Pressure (-PSF): 94.33 o
MEMBRANE REQUIREMENTS:
One ply of Flintlast FR Cap 30 TCOOIStar torch adhered to base sheet.
SURFACING
Any of the approved surfacing options as per Table 4 of the Product Approval
11 ti
Y
TABULATION
SHED 3401 Sq. Ft.
WENDOW / DOOR SCHEDULE f
MAR SIZE /TYPE NOTES
I 3068SOLHICOREDOOR
z s 0 7 0 OVER HEAD DOOR' By�L�
St Lucie County.
WITN 86 ACHMENTS TRECE-IVED
RESPONSIBILITY OF THE
RACTOR OR RECORD 18 ��iS
DEC 0 2018
ST, LUCIe caNltBY Ee�,Pt19�@flog ,
SHEET NUMBER
PAUL WELCH INC.
MECHANICAL ELECTRICAL CIVIL E•NGLIVEERING
f9845.W. BIL7MOREST: SUITE#k f f4
PORTS7- LUCIE, FL 34984. lJ
PHCxVE(772)785-9888 5-MAIL PWEL'CHINC@AOf..COM
PAUL WELCH, P.E,..FLA i4EG IYO. 29945
w
PLYWVOOD WALL SWATHNG
GRADE D FELT PAPER
PROVIDE BEAD OF SEALANT'/1'
FROM EDGE OF OPENING UNDER FELT
APPLY FELT TO EXTERIOR OF
OPENING AND FOLD FELT OVER JAMBS
FUSS; •�g16�1Ni
RETAIL...
3 USED IN LIEU OF GRADE D FELT.
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TYPICAL SECTION DETAIL NTS.
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OUNDATION SCHEDULE
P-1 24" DEEP X 18" ROUND CONCRETE. PAD
' FOOTING
S-1 6" THK (2500 PSI) CONCRETE SLAB W/
FIBERMESH OR 0/6" 10/10 WWM OVER
TVAPOR BARRIER ON CLEAN COMPACTED
+O' 2+/y" CHEMICALLY TREATED SOIL
�1_ ATI N PLAN /»SCAz,E
RAW. WELCHINC.
/ MECHAMICAL ELECTRICAL CIVIL ENG/NEERlJVG
f984S.W. B/LTMOREST. SUITE # r 14
POR7-ST LUC)E, FL 34984.
PHONE(772)785.9888 E-MA/L PWELCH/NC@AOL.COM
O C Q 2018 PAUL WELCH, P.E.-FLA REG NO, 29945
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