HomeMy WebLinkAboutAPPROVED Stamped_PE_PV-3.0_David__James_Rev.APAGE
REV: A 12/23/2021
1000 GILLS DRIVE, STE 200, ORLANDO, FL 32824
PHONE 0
FAX 0
JAMES DAVID
8800 CITRUS PARK BLVD, FORT
PIERCE, FL, 34951
PROJECT NUMBER:
801R-800DAVI
SHEET
DESIGNER:
LACEY DASTRUP
CUSTOMER RESIDENCE:
TEL. (772) 519-0332
APN: 13-01-610-0083-0005
EC13007964
(415) 580-6920 ex3
ENGINEER ADDRESS:
225 BUSH ST, SUITE 1400
SAN FRANCISCO, CA 94104
P: 949-383-0993
D1 - AR-01 - SCALE: 1/8" = 1'-0"
AZIM: 186°
PITCH:11°
D2 - AR-02 - SCALE: 1/8" = 1'-0"
AZIM: 6°
PITCH:12°
PV-3.0
LAYOUT
#SSTAMP
ROOF INFO FRAMING INFO ATTACHMENT INFORMATION
Name Type Height Type Max
Span
OC
Spacing Detail Max Landscape
OC Spacing
Max Landscape
Overhang
Max Portrait
OC Spacing
Max Portrait
Overhang Configuration
AR-01 COMP SHINGLE - RLU 1-Story 2X4 PRE-FABRICATED TRUSSES 6' - 4"24"RL UNIVERSAL, SPEEDSEAL TRACK ON
COMP, SEE DETAIL SNR-DC-00436 6' - 0"2' - 4"NA NA STAGGERED
AR-02 COMP SHINGLE - RLU 1-Story 2X4 PRE-FABRICATED TRUSSES 6' - 3"24"RL UNIVERSAL, SPEEDSEAL TRACK ON
COMP, SEE DETAIL SNR-DC-00436 6' - 0"2' - 4"NA NA STAGGERED
DESIGN CRITERIA
MAX DISTRIBUTED LOAD: 3 PSF
SNOW LOAD: 0 PSF
WIND SPEED:
152 MPH 3-SEC GUST.
S.S. LAG SCREWS:
5/16": 2.5" MIN EMBEDMENT
STRUCTURAL NOTES:
·INSTALLERS SHALL NOTIFY
ENGINEER OF ANY POTENTIAL
STRUCTURAL ISSUES
OBSERVED PRIOR TO
PROCEEDING W/
INSTALLATION.
·IF ARRAY (EXCLUDING SKIRT)
IS WITHIN 12" BOUNDARY
REGION OF ANY ROOF PLANE
EDGES (EXCEPT VALLEYS),
THEN ATTACHMENTS NEED
TO BE ADDED AND OVERHANG
REDUCED WITHIN THE 12"
BOUNDARY REGION ONLY AS
FOLLOWS:
··ALLOWABLE ATTACHMENT
SPACING INDICATED ON
PLANS TO BE REDUCED BY
50%
··ALLOWABLE OVERHANG
INDICATED ON PLANS TO BE
1/5TH OF ALLOWABLE
ATTACHMENT SPACING
INDICATED ON PLANS
SEE SITE PLAN FOR NORTH ARROW
6' TYP
23'
10'-3"
1'-6"
2'-10"
33'-3"
5'
6' TYP
17'-3"
6'-10"
6'-11"
11'-6"
23'
11'-6"
52'-3"
11'-11"
13'-8"
1'-8"
5'-2"
1'-8"
1'-6"
Samuel Brown, State of Florida,
Professional Engineer, License No.
87830
This item has been electronically
signed and sealed by Samuel Brown,
PE on 12/30/21 using a Digital
Signature.
Printed copies of this document are
not considered signed and sealed
and the SHA authentication code
must be verified on electronic copies.
Digitally Signed: 12/30/21
DocuSign Envelope ID: 21452981-31E5-4666-B21E-55AF946F55FB