HomeMy WebLinkAboutPlansm a '�
T l Planning & Development Services Department
r Building & Code Regulations Division
3 7A aL! r. s' `;
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1663
Certification for Design Load Compliance
Project Name: WEBB SHED
Project Address: 2200 CANOE CREEK UN.
w Permit #: Occupancy Type: U 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
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 2014 Edition with 20 _Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed —Partially Enclosed Open
3. Risk Category: X I_ II_ III IV Exposure Category: _B X C_ D
4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 it
S. Mean Roof Height: 15 ft Roof Pitch: _s :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
19.3 19.3 19.3 33.6 33.6 N/A
Zone 1: -30.7 Zone 2: -53.5 Zone 3: -79.1 Zone 4: -36.4 Zone 5: _44.9 Garage: N/A
7. Design Loads: Floor: 40 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? Y_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: 20,400 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 dB4igned to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
4 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.
ON PLAN 5/11/2017
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name St Address
SLCCDV Form # 020-12 Revised 3/15/12 (1S) 1
SCOPE OF WORK
CONSTRUCT PILES AND BEAMS TO SUPPORT SHED PER PLAN.
- [®e..�-IBue.T "S'C+Q,I�� F"L►R- PLar� '
NOTE: SHED CONSTRUCTION BY OTHERS
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 BUILDING CODE
(FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014
MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA
70) 2011 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
TERMITE INFESTATION AREA PER FRC 301.
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) SOIL BEARING CAPACITY: 2000 PSF (MIN.).
3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3" BEAMS: 1 Y:" SUSPENDED SLABS: 1'/2"
5) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS
NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS.
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 PERMITED.
8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
PRACTICIES.
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EV)EWED FOR COAIBbI1
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LAMS AND PERUIT MUST B -0 JOB
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THESE PLANS AND ALL PROPOSED WORM.
ARE SUBJECT TO ANY C.1RRECTIONS
s REQUIRED BY FIELD 0. SPSCTORS THAT
O MAY BE NECESSARY Ii d C:yJER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
`T`-(i"
PAUL WELCH INC. FILE
MECHANICAL ELECTRICAL CIVIL ENGINEERING
19845-W. BILMORE ST. SUITE# f f.4
= PORTST. LUCIE, FL 34984
PHONE(772)785-9888 E-MAIL PWELCHINC@AOL.COM
PAUL WELCH, P.E. FLA REG NO. 29945
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LOT 8 OF CANOE CREEK SUBDIVISION: ACCORDING TO THE PLAT THEREOF. AS
RECORDED IN PLAT BOOK 18. PAGE 9. PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA
AND ALSO THAT PARCEL DESCRIBED AS FOLLOWS. TO WIT: i
BEGINNING AT THE NORTHEAST CORNER OF CANOE CREEK, AS RECORDED IN PLAT .
BOOK IS. PAGE 9 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA: THENCE RUN
NORTH 89 DEGREES 50 MINUTES 56 SECONDS EAST TO THE EAST LINE OF LOT 64, WHITE
CITY SUBDIVISION, AS RECORDED IN PLAT BOOK 1, PAGE23. PUBLIC RECORDS OF ST.>. 8
LUCIE COUNTY. FLORIDA: THENCE MEANDER IN A SOUTHERLY DIRECTION ALONG THE
SAID EAST LINE OF LOT 64, TO A POINT 144.00. FEET SOUTH OF THE POINT OF BEGINNING:.,'
THENCE RUN SOUTH 89 DEGREES 50 MINUTES 56 SECONDS WEST, TO THE EAST LINE OF
SAID CANOE CREEK: THENCE RUN NORTH 00 DEGREES 09 MINUTES 38 SECONDS WEST
ALONG THE SAID EAST LINE OF CANOE CREEK, 144.0 FEET TO THE POINT OF BEGINNING:
BEING SUBJECT TO 10 FOOTDRAINAGEEASEMENT, AS RECORDED IN O.R. BOOK 273, ,
PAGE 2257, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA-
TOGETHER WITH THE SOUTH ONE-HALF OF THE FOLLOWING DESCRIBED PROPERTY,
TO -WIT;
BEGIN 300 FEET SOUTH OF THE NORTHWEST CORNER OF THE SOUTHWEST 114 of THE °f
SOUTHWEST 1/4 OF SECTION 4, TOWNSHIP 36 SOUTH, RANGE 40 EAST: THENCE RUN EAST.
146230 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE EAST, TO'THE WEST
SHORE OF THE NORTH. FORK OF THE ST. LUCIE RIVER: THENCE MEANDERING THE SAID
WEST SHORE IN A SOUTHERLY DIRECTION TO A POINT LYING 100 FEET SOUTH OF THE
POINT OF BEGINNING. THENCE RUN WEST, TO. THE NORTHWEST CORNER OF LOT 8, f
CANOE CREEK, AS RECORDED. IN PLAT BOOK 1S, PAGE 9, PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA, THENCE RUN NORTH 100 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH ALL RIGHT, TITLE AND INTEREST IN AND TO THAT CERTAIN GRANT OF
EASEMENT; DATED APRIL29. 199 L RECORDED IN O.R. BOOK 358, PAGE 2590. PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
TOGETHER WITH:
COMMENCE AT A CONCRETE MONUMENT AT THE SOUTHWEST CORNER OF LOT 8, CANOE
CREEK SUBDIVISION, ACCORDING. TO THE•PLATTHEREOF, AS RECORDED IN PLAT BOOK
18, PAGE 9.. PUBLIC RECORDS. OF ST. LUCIE COUNTY, FLORIDA, SAID CONCRETE
MONUMENTS ALSO BEING THE NORTHWEST CORNER OF DELETED LOT 9 OF CANOE
CREEK SUBDIVISION: ACCORDING TO THE PLAT THEREOF,. AS RECORDED IN PLAT BOOK
19. PAGE 9, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RUN ALONG THE
COMMON BOUNDARY LINE BETWEEN SAID LOT 9 AND DELETED LOT 9. NORTH 99
DEGREES 50 MINUTES 56 SECONDS EAST, 240.00 FEET TO THE POINT OF BEGINNING;
THENCE RUN SOUT100 DEGREES o9- MINUTES o4 SECONDS EAST, 10.00 FEET; THENCE RUN
NORTH 89 DEGREES 50 MINUTES 56 SECONDS EAST, 115 FEET MORE OR LESS TO
NORTHWESTERLY EDGE OF THE NORTH FORK OF THE ST, LUCIE RIVER: THENCE
MEANDER NORTHEASITRY ALONG THE NORTHWESTERLY EDGE OF SAID NORTH FORK
OF THE ST. LUCIE RIVER TO A POW OF INTERSECTION OF THE EXTENSION OF THE
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SURVEYOR'S NOTES:
L LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY AND/OR EASEMENTS RECORDED BY
THIS OFFICE.
2. LEGAL DESCRIPTION WAS SUPPLIED BY CLIENT.
3 OWNERSHIP OF FENCES UNKNOWN.
4. THIS SURVEY WAS NOT ORDERED AS AN ALTA AND/OR AGSM SURVEY THEREFORE IT MAY NOT MEET THE
REQUIREMENT OF SAME,
5. FLOOD ZONE AE.
I hereby ccrlify, that the attached sketch of survey of the hereon described
ptepcily is true and correct to The best of my knowledge and belief my
stu%gcd under my direction. I lintlIer certify that this survey nreeta Ilte
minimum tecludcol standards fbr land surveying in the State of Florida
(cflap(er 6l Ol7) ptnsuant to udion 472:U27, Flwidt Nalales. Subject to the
qualifications noted lre���,�
MIMAEI. P. MCLAUGHUN
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BOUNDARY SURVEY
CERTIFIED TO:
UNIVERSAL LAND TITLE INC.
LAWYERS TITLE INSURANCE
CORPORATION
JACK WEBB
This certification is made only to above named parties for purchase and/or
mortgage of herein delineated property by above named purchaser. No
responsibility or liability is assumed by surveyor for use of survey for any other
purpose including but not limited to, use of survey for survey affidavit, resale,
of property, or to any other person not listed in certification, either directly or
indirectly.
McLaughlin Land Surveying, Inc.
498 Maple Avenue
Ft. Pierce, FL 34982
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AN NG RmAINGIN WHICH CAE
Shed Whh Floor 0.emove Axhor.dnCacrae GENERAL NOTES:
L ALL 6UKDWGS FROM o So FT. TO no SQ. FT. ARE EXFJNPT FROM WINDaORNE -DEBRIS IMPACT
spele:l }`= t'4Y STANDARD PER FLORIDA STATUTES.
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STRAP DETAILS
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SINGLE HELIX AUGER ANCHOR
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2.ALLSUILDINGS FROM O SO. Fr. T0400 SQ. RY:ARE FOR USE WfIH ONE ANDlVX1 FAMtl-V
RESIDENCES ARE EXEMPT FROM DOORHEIGHr REQ IREMENTS PERTHE FaC.
3. ALL COMMERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 401 SQ FL OR GREATER
MUST COMPLY Wont THE B'-W DOOR HEIGHT AND THE MIN AND MAX V40M REQUIREMENTS.
4. ALL BUILDINGS400 SO. FT.OR I FCC WITH T7 DOOR HEIGH`rARE ACCESSORIES TO
RESIDENTIAL STRUCTURES,
5. THIS PLAN WAS DESIGNED PER THE FBC AND THE FSCR
& FASTENERS FOR ROOF AND WALLS SHALL BE SC0T5®TRUGRIP METAL TO WOOD FASTENERS
AND SHALL BE 9-15 X I. OR EQUAL WI P(MIN-)THREW PENETRATIONITYP,)
T. GUTTERS TO BE INSTALLED ON SITE BY OTHERS MRCI. GH LOCAL CODES.
SHED DESIGN LOAD REQUIREMENTS FOR THE:
2014 FBC-5th Edition, 2011 NEC, 2014 FFPC
I hereby Certify that I have reviewed these plans ablg with a! building materials and
components used in the manufacturing of the sheds. The material and components either
have a Florida Product Approval as required by the Florida Buildiing Commission Rujer{9N3
or were analyzed using the LUk Stress Design- All materials and famponeos y,u401 to
2014 Florida Building Code, the Florida Manufactured Building Act anQFtufes . ir`izcri%
N.E.C. for a category 1: Enclosed Building, Exposure'C', with a vnrrjZrE;coSQ00'MLR.H.
(three second gust) �° `"Ta'j'Iyp IQADa D`
FLOOR LIVE LOAD 75 PSF
FLOOR DEAD LOAD 8 PSF Bia.
ROOF LIVE LOAD M PSF
BOOR DEAD LOAD 6 PSF
INTERNAL PRESSURE COEFFICIENT N
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