HomeMy WebLinkAboutFLOOR - ROOF FRAME PLANNOTES:
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,
5) STRUCTURE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
TERMITE INFESTATION AREA.
STRIICTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2)' SOIL BEARING CAPACITY: 2500 PSF (MIN.).
3) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
1NSTALATION OF HARDWARE IS NOT PERMITED.
4) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
PRACTICIES.
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit f/ Owners Name Applicant:
Product
Opening Design
Product Rated
Manufacturer
Model Number
Product Approval
Glasq
Method of Attachment
'
Pressures
Design Pressure
Number
T e
Roofing Material
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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: PAUL WELCH P.E. Signature: CIN PLAN I
Design Prof: PAUL WELCH P.E. Celt. No. 29945 Date:
Planning & Development Services Department
o Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
Project Name: POLE BARN
Project Address: ST. LUCIE COUNTY
Pertnit #: 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 accessary 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 amply)
1. DESIGN CODE: Florida Buildine Code 2014 Edition with 20 _Supplements using ASCE 7-10
2. Structure Designed a (check one): X Enclosed _Partially Enclosed Open
3. Risk Category: _I_ X II_ III IV Exposure Category: _ B_X_ C_ D
4. Design Wind Velocity 160 mph 124 ASD N A LRFD End Zone Width: 7� ft
5. Mean Roof Height: 11 ft ' Roof Pitch: 3 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on ibsgft @ 15'MRIi, clearly label on all plan openings):
19.3 19.3 19.3 33.6 33.6 N/A
Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage:
30.7 53.5 -79.1 -36.4 -44.9 N/A
7. Design Loads: Floor: N/A PSF Roof/Dead: S 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 Wails 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 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 5/19/2017 - -
SEE DETAIL 1 Signature, Date, and Seal 1984 S.W. Biltmore St, Suite #114 Port St, Lucie, FL
THIS SHEET FASTENER SPACING AS PER LOAD SPMI
TABLE, SPACED 0 MAX 12' O.C. Company Name & Address
PBR PANE,, ACROSS WIDTH AT INTERIOR SUPPORTS pA4Et. SLCCDV Form # 020-12 Revised 3/15/12 (15)
12' (TIP.) _.. _ AND AT 7'-5'-7' AT PANEL ENDS, PILEUP
7
SIDELAP FASTENER
1/4'-14 SOS WITH
WASHER O 14" O.C.
'
MIN 18 GA., 50 MST STEEL
TYPICAL
PANEL INSTALLATION X-SECTION
(DESIGN BY OTHERS)
//
lF IORIl11NG 15C4FE4!
WITH WASHER 0 12" OA.
/% //
SIOELM FASTENER SELF QRrLLING 15CREW tf
1/4'-14 SOS PATH
WASHER 0 24' O.C. WTTH WASHEERC0
PER
PANEL
44H IB GA, SUPPORTS.
(DESIGN BY OTHERS)
MA% 80' O.C.
LOAD SPAN
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AuOWABLLNA.
AND SPANS)
SECTION VIEW
u
2 1/2'
SIDELAP FASTENER
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WASHER 0 24' O.C.
GENERAL NOTEa '
OF 14 X 1-1/4- LOWI. STRUCTURAL ROOF PANEL HASBEEN DESIGNED IN ACCORDANCE WTTN THE
OFWilliWASHER
2, PANELS SHHFLORIDA ! L BE MNG AIN. 26 C1 (1 - 0.0175'). EFFECTIVE COVERING WIDTH
OF PANEL - 38-.
3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECInEO ON THIS
PBR PANEL DRAWING.
4. REQUIRED DESICH WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
(WN 28 GA) PANEL SYSTEM WAY NOT RE INSTALLED WHEN THE REQUIRED OESICN Wttq LOADS
1
ARE GREATER THAN THE ALLOWA%.E WIND LOADS SPECSIED ON THIS ORAWING.
5. ALL. FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORID
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF .THIS DRAWING & THE CODE, THE CODE SKILL CONTROL
_
8. PURLINS/JO45T� " "SSES MUST BE DESIONEO TO WITHSTAND WINO LOADS AS
MIN 18 Gl, 50 KSI STEEL
_
REQUIRED FOF APPLICATION A110 ARE ME RESPONSIBILITY OF OTHERS.
(DESIGN BY OTHERS)
DETAIL
i
ROOFING ASSEMBLY
nts...
PER FL# 18717.1
P J
ALL ROOFING INSTALLATIONS SHALL
BE IN ACCORANNCE WITH FBC 2014.
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PAUL WELC" INC.
MECHANICAL ELECTRICAL CIVIL ENGINEERING
1984 S• W. BILTMOREST. SUITE # 114
PORTST, LUCIE, FL 34984
PHONE- (772) 785 - 9888 E-MAIL PWELCHINCLEA OL. CON
PAUL WELCH, P.E. FLA REG NO.29945
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ST. LUCIE COUNTY
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LEGEND
O_R-B. -
OFFiCIA1 ?ECORDS BOOK
CE-
CENTER_INE
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PLAT
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MEASUFED
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DEED
(C)-
CALCUL4TED
L.B. -
LICENSED BUSINESS
CONC.-
CONCRETE
C.M.P.-
CORRUCATED METAL PIPE
INV -
INVERT
EL -
ELEVATION
F.F.E- -
FINISH FLOUR ELEVATION
U.E--
UTILITY EASEMENT
D.E.-
DRAINAGE EASEMENT
S.R. -
STATE ROAD
`-QD-
WOOD ROWER PULE
F -
GUY ANCHOR
C.C. R--
CERTIFIED CORNER RECORD
C -
CATCH BASIN
SO -
MISC. MANHOLE
1. D. -
IDENTIFICATION
T.O.B. -
TOP OF BANK
-UHU--
OVERHEAD UTILITY LINE
--u_ -
SIGN
-
CATCH BASIN
Z -
MAILBOX
DESCRIPTION
LOCATION MAP
(NUT TO SCALE)
GRAPHIC SCALE
40 0 40
( IN FEET )
1 inch = 40' ft.
THE WEST 1/ OF THE WEST OF THE NORTHEAST % OF THE SOUTHWEST 1/ AND THE
EAST 1/ OF THE EAST 1h OF THE NORTHWEST 1/ OF THE SOUTHWEST 1/ OF SECTION G,
TOWNSHIP 35 SOUTH, RANGE 39 EAST, LESS AND EXCEPTING THE FOLLOWING-
FROM THE NORTHWEST CORNER OF THE EAST 1h OF THE EAST 1/i OF THE NORTHWEST 1/
OF THE SOUTHWEST 1/ OF SECTION 8, TOWNSHIP 35 SOUTH, RANGE 39 EAST, RUN SOUTH
45.73 FEET TO THE SOUTH RIGHT-OF-WAY LINE FOR ORANGE AVENUE FOR THE POINT OF
BEGINNING; THENCE CONTINUE SOUTH 1299-23 FEET TO THE SOUTH LINE OF SAID
NORTHWEST 1/ OF THE SOUTHWEST 1/; THENCE RUN EAST 176.98 FEET; THENCE RUN
NORTH PARALLEL WITH THE FIRST LINE RUN 849.12 FEET; TPc_NCE RUN WEST PARALLEL
WITH THE NORTH LINE OF SAID NORTHWEST 1/ OF THE SOU, JEST %, 25.98 FEET;
THENCE RUN NORTH PARALLEL WITH THE FIRST LINE RUN 451.58 FEET TO THE SOUTH
LINE OF THE 55.00 FOOT RIGHT-OF-WAY FOR ORANGE AVENUE, THENCE RUN WEST 150.10
FEET TO THE POINT OF BEGINNING. AND LESS THE EAST 210.00 FEET OF THE WEST 1�! OF
THE WEST 1/ OF THE NORTHEAST 1/ OF THE SOUTHWEST 1/ SECTION 8, TOWNSHIP 35
SOUTH, RANGE 39 EAST, ALSO EXCEPTING THEREFROM, ALL rvvHTS-OF-WAY FOR
DRAINAGE CANALS AND PUBLIC ROADS, ALSO EXCEPTING THEREFROM, THE SOUTH 470
FEET,
SURVEYOR'S NOTES
1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
2, HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE
PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH
THE 2011 ADJUSTMENT (NSRS 2011).
3. THE WEST LINE OF THE WEST 1/2 OF THE WEST 1/2 OF THE NORTHEAST 1/4 OF THE
SOUTHWEST 1/4 OF SECTION B, TOWNSHIP 35 SOUTH, RANGE 39 EAST IS ASSUMED TO
DEAR NORTH 00`01'58" WEST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE
THERETO.
4. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE,
UNLESS NOTED OTHERWISE,
5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
C- DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT.
7- OVERALL PARCEL CONTAINS 5.64 ACRES, MORE OR LESS.
€3. FIELD SURVEY LAST CONDUCTED ON AUGUST 17, 2017.
9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR
PARTIES.
10. LANDS SHOWN '-1EREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS,
OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
11. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN.
12. LIMITS OF WETLANDS, IF ANY, UNDER GOVERNMENT JURISDICTION, WERE NOT
DETERMINED AS PART OF THIS SURVEY,
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THE BOUNDARY SURVEY, AS SHOWN HEREON, IS A TRUE AND
CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND
SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I
FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF
PRACTICE FOP SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
AND MAPPERS IN CHAFITER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472,027, FLORID STATUTES.
CIVILSURV DESIGN GROOP, INC.
N i?-- _� ----- --------------_------------�1z 1__-_---
BY: BRIAN C. KIERNAN DATE OF SIGNATURE
PROFESSIONAL SURVEYOR (3c MAPPER
FLORIDA REGISTRATION NO. 5101
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