HomeMy WebLinkAboutConstruction PlansSCOPE OF WORK
KITCHEN AND FAMILY ROOM PER PLAN.
WALL FINISH / INSULATION NOTES
1) INTERIOR TO BE'h"DRYWALL FINISH.
REMOVE BEARING WALL BETWEEN
2)
ALL INTERIOR GYPSUM BOARD TO BE MIN.''/a" THICK WITH (13 GAGE,13/8"
LONG,19/64" HEAD; 0.098" DIAMETER, 1 1/4" LONG, ANNULAR -RINGED; 5D
THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR
COOLER NAIL, 0.086" DIAMETER, 15/8"LONG, 15/64" HEAD; OR GYPSUM BOARD
EXISTING BUILDINGS CHAPTER 7 AND S.
NAIL, 0.086" DIAMETER,15/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS
AND 12" O.C. FOR SCREWS.
3)
WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS
NOTES:
MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325 C 1178 OR
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ICT. SHALL VERIFY ALL
C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER
FEATURES NOT DETAILED ON THESE PLANS WILL BE
AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2).
2) STRUCTURAL
ADDRESSED BY THE ENGINEER AS CONSTRUCTION': PROGRESSES.
4)
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
NOT GREATER THAN 450,
SCALED DIMENSIONS.
5)
WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING ODE
CLASSIFICATION OF NOT GREATER THAN 200.
BC 2017 FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 20
)
6)
ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL
MECHANICAL CODE FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA
MECH
HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE
N.
70 2014 EDITION.
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CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY I
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THE UNDERSIDE OF THE ROOF DECK OR THE A TTIC WALLS SHALL
HEAVY TERMITE INFESTATION AREA PER FRC 301.
COMPLY WITH SECTION FRC316.
6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0
7)
PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL
2017 FOR EXISTING BUILDINGS.
CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C
1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE
STRUCTURAL NOTES
INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557
1) DESIGN LOADS IN ACCORDANCE WITH ASCE740.
8)
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING
2) ALL
PRESSURE TREATED.
ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL
SPLLTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25
3)
INSTALATION OF HARDWARE IS NOT PERMITED.
WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450
4) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
PRACTICIES
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EXISTING ROOFING
— -- ----- EXISTING ROOF TRUSS
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
jProject Name: PANTER
Project Address: 270 MARINA 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:
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o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
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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: _1 X11_111_IVExposure Category: _B_C X D
4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width:T 5 ft
S. Mean Roof Height: 15.3 ft Roof Pitch: 6 :12 Parapet: N/A It
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
25.0 25.0 25.0 43.3 43.3 41.1
Zone li -39.7 Zone 2: _69.0 Zone 3: -102.1 Zone 4: -47.0 Zone 5: _58.0 Garage: -53.5
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
B. 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: 2000 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. 1 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 IN & Co. Cert Auth.
Paul Welch Inc.
_ ON PLAN 6/9/2020
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name & Address
'. SLCCDy Form A 020-12 Revised 3/15/12 (15)
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EACH JOIST F�
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GLUED AND NAILED WITH
< 12d NAILS AT 8" O.C. i
STA4 IGERED TOP AND
BO M BOTH WAYS
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(2} ` IMPSON" FGTR WITH
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PAUL WELCH INC.
MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 7'
1984 S.W. BILTMORE ST. SUITE#1 14
AN PORT SAINT LUCIE, FL 34984
PHONE EMAIL
(772) 785 - 9888 PWELCHINC@AOL.COM
PAUL WELCH P.E. FL. REG. No. 29945
JUN 9 2020
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