HomeMy WebLinkAboutAPPROVED Engineered Plans - 7269 Reserve Creek Drive(1) ENGINEERING SUBMITTALS
JUL Y 15 2021
WIND LOAD CERTIFICA TION.-
CODE-FBC 20201FRC 2020/ASCE7-16
(FBCnT"EDITION)
WIND SPEED.• 160 mph, 3 SEC. GUST
EXPOSURE- "C"
CA TEGORY If
INTERNAL PRESSURE COEFF 0.18
JOB.•
MELTON WALL REPAIR
7269 RESERVE CREEK DR.
PORT ST. LUCIE, FL.
THIS ELECTRONIC SIGNATURE &SEAL/S CERTIFIES ALL SHEETS IN THIS FILE
Digitally signed by Paul Welch
Paul Welch Date: 2021.07.19 10:43:30
-04 00
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St Suite#114
Port Saint Lucie, FL 34984
(772) 785-9888 pwelchinc@aol.com
Paul Welch, P.E. Fla Reg No. 29945
SCOPE OF WORK
- REPAIR ROTTEN FRAMING PER PLAN
NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2020,AND THE FBC 2020
RESIDENTIAL(7TH EDITION),2020 PLUMBING CODE,2020 MECHANICAL CODE AND THE NEC
(NFPA 70)2017 EDITION.
ALL ADDITIONS,REPAIRS,AND ALTERATIONS MUST COMPLY WITH THE FBC 2020 FOR
EXISTING BUILDINGS,THE FBC 2020,AND THE FBC 2020 RESIDENTIAL
THIS IS AN ALTERATION LEVEL 1 AND MUST COMPLY WITH THE FBC 2020 FOR EXISTING
BUILDINGS CHAPTER 6 AND 7
NOTES:
-THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS,
CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
- STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE
ENGINEER AS CONSTRUCTION PROGRESSES.
-ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED
DIMENSIONS.
- ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC 1 FBCR 2020(7TH
EDITION).
STRUCTURAL NOTES:
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16.
2) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED.
3) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF
HARDWARE IS NOT PERMITED.
4) UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL
CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES.
5) EXTERIOR WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA.2"LONG NAILS WITH
318"0 HEAD @ 6"O.C.OVER(2)LAYERS OF(15#FELT OR TYVAK BUILDING WRAP)OVER
15132"CDX PLYWOOD WITH IOD NAILS TO STUDS @ 6"O.C.PERIMETER AND FIELD.
6) INTERIOR TO BE%"DRYWALL FINISH.
PAUL WELCH INC.
JOB. Mechanical Electrical Civil Engineering
MEL TON WALL REPAIR 1984 S.W. Biltmoro St Suite 9114
7269 RESERVE CREEK DR. Port Saint Lucie, FL 34984
PORT ST. LUCIE, FL. (772) 785 9888 pwelchincL0001.com
Paul Welch, P.E. Flo Reg No. 2990
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JOB. Mechanical Elocinval Civil Engineering
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7269 RESERVE CREE,KDR. Port Saint Lucie, FL 34984
PORT ST. LUCIE, FL. (772) 785--9888 pwelchinc@aoLcom
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Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St Suite#114
JOB. Port Saint Lucie, FL 34984
MEL 7 ON WALL REPAIR (772) 785-9888 pwelcirinc@uol.com
7269 RiESE`RVE CREEK DR. _ Paul Welch, P.E. Fla Reg No. 29#0
PORT s . LUCIE, FL.
PLYWOOD WALL
SHEATHING GRADE"D" FELT PAPER, (APPLIED LAST)
PROVIDE OF SEALANT 3/4"FROM EDGE OF
OPENING UNDER FELT APPLY FELT TO
EXTERIOR OF OPENING AND FOLD FELT
OVER JAMBS.
(V
r
GRADE"D"FELT PAPER SILL PANNING
(APPLIED 2ND)WRAP OVER ENTIRE SILL,
-Cr OVER LAP SILL PANNING 4",PROVIDE BEAT]
OF SEALANT 3/4"FROM EDGE OF OPENING
UNDER FELT.
WINDOW OPENING
GRADE"D"FELT PAPER APRON
(APPLIED 1ST)9"WIDE CONTINUOUS
UNDER SILL, PROVIDE BEAD OF
SEALANT 314"FROM EDGE OF OPENING
.......... UNDER FELT.
.......
fl
WINDOW OPENING WATERPROOFING_DETAIL NO SCALE
NPTE
APPROVED PEEL&STICK, MAY BE USED IN LIEU OF GRADE"D"FELT PAPER.
JOB.- PAUL WELCH INC.
MEL TON WALL REPAIR Mechanical Electncal Civil Engineering
1984 S.W. Biltmore St Suite#114
72169 RESERVE CREEK DR. Port Saint Lucie, R 34984
PORTST. LUCIE, FL. (772) 785-9888 pwelchincLIDool.com
Paul Welch, P.E. Fla Reg No. 29945