HomeMy WebLinkAboutPool Barnj Planning & Development Services Department
MoteBuilding & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
SCOPE OF WORK IS Y k-1i!1
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- CONSTRUCT STORAGE SHED UNDER EXISTING POLE BARN. Certification for Design Load Compliance TEE`
THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2014 FOR Project Name: POLE BARN
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EXISTING BUILDINGS CHAPTER 8. I�t . -_ _f-7
Building Permit #ProjectAddress: ST.LUCIECOUNTY - F Ip� �
NOTES: 0 1
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL Permit #: Occupancy Type: R Construction Type: V I y
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. INSTRUCTIONS FOR USE:
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 s This certification must be completed, signed, and sealed by the design professional of record.
SCALED DIMENSIONS. s Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: )t,
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE o New Residences (single or multi -family) + fir"F2
(FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 o Residential Addition ' .(,rw
MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA _Ao Any accessory structure requiring a building permit
70) 2011 EDITION. i
5 ) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY o Any non-residential structure. _ ) .-
TERMITE INFESTATION AREA PER FRC 301. -
Note: Form not required for interior renovations provided that no exterior structural elements are affected and Ile, L '7
certain minor building permits at the discretion of the local building official. Contact the If above for questions.
STRUCTURAL NOTES '�L..� �:'jf �?,�•f� ns��':-
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) _
2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 1. DESIGN CODE: Florida Building Code 2014 Edition with 2014 Supplements using ASCE 7-10 -
3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE 2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 3. Risk Category: I X II_ III IV Exposure Category: B X C D,,.
4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 It
FOOTINGS: 3" BEAMS:1'/z" SUSPENDED SLABS: III ,fir"
S. Mean Roof Height: 15 it Roof Pitch: 3 :12 Parapet:. N/A It
_
5) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS
NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE 19.3 19.3 19.3 33.6 33.6 1 �216
PRESSURE TREATED. Zone 1: -30.7 Zone 2: _53.5 Zone 3: 79.1 Zone 4: -36.4 Zone 5: _44.9 Garage: �)e�
7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: _ N/A PSF
INSTALATION OF HARDWARE IS NOT PERMITED. -
8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not:
PRACTICIES.
9) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING- 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD.
10) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD
SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes
NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
SCREWS 1.5" LONG AND 0.131 DIA. 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 plans provide adequate resistance to the design
forces specified:co
-
Paul Welch P.E. 29945 J 5115 N
N
- - Print Name Cert If & Co. Cert Auth.
Paul Welch Inc.
ON PLAN 8/3/2017
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name & Address
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Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Owners Name Applicant:
Product
Opening Design
Product Rated
Manufacturer
Model Number
Product Approval
Glass
Method of Attachment
Pressures
Desicin Pressure
Number
T e
.L110><' I3r ,.• PsaJ �na.�,a6`� �
431,,4
-7.0,
P lr
`5500
P[oA44-0?AQ3
IMP
windows
) 0,
Mullions.
Fixed Glass
Block Glass
Skylights'/
+3'3,40.44
-tkb 4's
J�A,1?'YJ
46u)TvoaR.
FLOIsm'D I{
N��
t Tg$ FMW ..gym s54rri) WbraO
Al 3"/P5i r'p,la
Sliding"Glass Doors
SwingType Doors
French Doors
N 1'Q`
+30A
-10 i
AN41?
°D50
d
t4yf o�J• F
a1
a ,A^'ae, 1''! 1..i 4z
I1°taco
Garage Doors
Hurricane Protection
"•' r 2'^`
Roof Ventilation
Roofing Material
re reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
loads and forces specified by current code provisions.
PAUL WELCH P.E. Signature: ON PLAN
e:
PAUL WELCH P.E.I Cert. No. 29945 Date:
gn Prof:
WALL FINISH / INSULATION NOTES
1) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF
NOT GREATER THAN 450.
2) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD
CLASSIFICATION OF NOT GREATER THAN 200.
3) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL
HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE
CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO
THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL
i COMPLY WITH SECTION FRC316.
4) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL
CONFORM TO ASTM C 36; C 79. C 475 C 514; C 630, C 9_11 C 960. C 1002, C 1047, C
1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN
G = ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE
O O INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557
4 �? 5) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING
FI ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL
SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25
WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450
WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR U L 723.
ELECTRICAL NOTES
1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70)
2011 EDITION.
2) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-
VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS,
GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF
EDGE OF ANY SINK. _
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a t xc Cni T?'I'�'ul � ryi•iC ni •�i: �'.
`D FOR LiA`;t'i
ELECTRICAL E
SYMBOL
TYPE
E�
SINGLE POLE SWITCH
PWATERPROOF
1lU
DUPLEX CONVENIENCE OUTLET
LIGHT FIXTURE
:'. I- By -
�L1T �.
NO LNSPECTIO" , a aLL b _ .i.
r
THESE PLANS AND ALL PROPOSED WORK p++q
ARE SUBJECT TO ANY CORRECTIONS
- - REQUIRED BY FIELD INSPECTORS THAT �
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES• r
TABULATION
WORKSHOP 2041 Sq. Ft. 1�9
CnNCEAIED �RESPONS161L1iV OF � N �
EiN Rd
WINDOW / DOOR SCHEDULE
MARK
SIZE / TYPE NOTES
1
36" W X 36" H SINGLE HUNG WINDOW -
2
3 0 6 8 S.C. DOOR SOLID CORE
3
18 0 7 0 ROLL UP OVERHEAD DOOR
CDNiRACi®NCB NEGQ
RECEIt _D :,�, ? ?7
SHEET NUMER
I F
PAUL WELCH INC �
MECHANICAL ELECTRICAL CIVIL ENGINEERING
1`984S W. BILTMOREsr. SUITE# f 14
PORT ST. LUCIE, FL 3.4984. /f
PHONE (772) 785- 9888 E-MAIL PWELCHINC@AOL. COA4
Uii 4 O tli i l PAUL VVELCH, P.E. FFLA REG IVO. 29945
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