HomeMy WebLinkAboutPROJECT INFORMATION2'-8"10'-10"
Certification Number: AR 17155
Date: 8/21/21
Name: Dan Stuart Davis, Architect
Product
Product Approval Submittal Affidavit (PAA)
ManufacturerModel #
49.7
160 MPH (ult) WIND SPEED PER FBC R301.2(2), EXPOSURE ‘B’
6d GALV COMMON OR #8x1-1/2" GALV WOOD SCREWS @
6"oc ON 1
2" PLY ON WOOD STUDS @ 16"oc
JAMES HARDIE CO.5
16" HARDIEPANELEXTERIOR
SIDING
Z5, 10SF
+24.3/-32.5
FLOOR PLAN
SCALE 1/4" = 1'-0"
WALL SECTION
SCALE 1" = 1'-0"ELEVATIONFLOOR PLAN1 DESIGN PARAMETERSDETAILSBuilding Design
Pressure (PSF)
Product Design
Pressure (PSF)
Attachment Method Type,
Size, Spacing, & Embedment DAN STUART DAVIS, ARCHITECTPROJ: 2115 DWN: DSDDATE: 8/19/21 CHK: DSD36 Tuckaway Ct.Henderson, NV 89074Tel: 772-979-3380E-mail: dan.dsd@gmail.comFRAME WALL DETAIL479 SANDIA AVE.,PORT ST. LUCIE, FL 34952HARDIE BD
TYVEK
1
2" PLY SHTG
STUD
ENLARGED DETAIL
PROJECT INFORMATION
10'-0" EXIST
+/-0.18Internal Pressure Coefficient:
OCCUPANCY:
EXISTING CONSTRUCTION:
Int walls - wood stds & drywall
Ext. bearing walls - CBS & wood studs
Unprotected, Unsprinklered
R3 One-Family Residence
Wood trusses
Type V
Building Mean Height:
DESIGN PARAMETERS:
Building Design:
AREA TABULATIONS:
No Change
160 mph 3 sec. gust
IIRisk Category:
Roof Overhang:24"
Roof Pitch:2/12
Membrane Roofing
Enclosed
2020 7th Ed. Florida Residential & Existing
Building Codes, Repair
GENERAL SCOPE OF WORK:
GENERAL NOTES:
1. SCOPE OF WORK INCLUDES:
a) REMOVE ALL ROTTED STUDS OR WALL PLATES
REPLACE WITH NEW. USE P.T. AT BASE PLATE.
b) INSTALL ALL ANCHOR HARDWARE AS DETAILED,
SIMPSON OR EQ.
c) INSTALL INSULATION, PLYWOOD SHEATHING, TYVEK
AND HARDIE BD. SIDING.
d) SEAL JOINTS AND ALL EDGES OF HARDIE BD.
e) PAINT EXTERIOR WITH EXTERIOR GRADE LATEX PAINT
1. THIS PROJECT REPAIRS A ROT DAMAGED FRAME WALL
FILLS IN AT AN ORIGINAL DOUBLE WINDOW.
2. ANCHORAGE IS PROVIDED FROM TRUSSES TO FOUNDATION
SLAB.
3. PER FBC, EXISTING 2020 7th ED., 406.2.1, THE ROTTED
STRUCTURAL ELEMENTS (STUDS & PLATES) HAVE NOT
CAUSED SUBSTANTIAL STRUCTURAL DAMAGE AND HAVE BEEN
REPLACED LIKE FOR LIKE. STRAPS ARE BEING ADDED TO
STRENGHTEN THE WALL BEYOND IT'S ORIGINAL DESIGN.
4. HARDIE BOARD SIDING SHALL BE PER FL 13233-R6, 5
16" THK
'HARDIEPANEL', SEE PAA.
5. CONFORM TO THE REQUIREMENTS OF THE ST. LUCIE COUNTY
BUILDING DEPARTMENT.
PLATE TO TRUSS CONN.
1-1/2" SCALE
8'' TIMBERLOK
SCREW @ EACH
TRUSS
EXISTING ELEC OUTLETS
VERIFY LOCATION AND
SERVICIBILITY
PREVIOUS ROTTED
WINDOW REPLACED
WITH NEW STUDS
REBUILT FRAME
WALL PER DETAILS
AND NOTES - 8/21/21 CLIENT REVIEW- 8/23/21 PERMIT APPLICATIONSignature: I have reviewed the above
product approval information and approved it.
CERTIFICATION OF
UN-PERMITTED WORK
THE REPAIR WORK SHOWN ON THIS
DRAWING HAS BEEN INSPECTED AND
APPROVED ACCORDING TO THE FLORIDA
BUILDING CODE - RESIDENTIAL - EXISTING
2020, 7th ED. FOR STRUCTURAL,
ARCHITECTURAL, AND ELECTRICAL BY
DAN S. DAVIS, FL 17155 AND SEALED ON
THIS TITLE BLOCK SHEET.
DocuSign Envelope ID: E31B25CD-3712-4C46-8854-BF40C945002C
8/23/2021