HomeMy WebLinkAboutPILE BEAM & RAFTER PLAN15, — I
(2)2" X 10' P.T
2" X 6" P.T. FASCIA BOP
(2)2' X 12'
HEADER CONTINU(
W/(2) 518.0 SS THRU BO
2' X 8' P.T. RO(
16" O.
8"0 MARINE PILE
FOR COVERED
MOORING AREA
"'NOTES''
RIDGE JOIST FASTENED WITH (4)16-D SS NAILS EACH JOIST - TOE -NAILED
ALL 8' 0 MARINE ROOF PILES - MIN. PENETRATION 10' INTO RIVER BOTTOM
OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY
SEE TYPICAL ROOF CROSS SECTION FOR MORE INFORMATION
PILE, BEAM AND
12S Environmental RAFTER PLAN
S ervices, Inc. Jerry Lara
1901 SW Yellowtail Avenue 10203 S. Indian River Drive
Port Saint Lucie, FL 34953 Fort Pierce, Florida
PCN# 3529-243-0002-000-4
6'
=RHANG
26'
0' 2' 4'
GRAPHIC SCALE
Paul Welch, Inc.
1984 SW Biltmore Street, 114
Port St. Lucie, FL 34984
MAY 2 4 2017 �
Paul Welch, PE No. 29945
Phone:772-215-3997 Fax:772-879-4520
www.disenvironmentalservices.com SCALE: V = 4'
MAY 2017 1 SHEET 2 of 3
SIMPSOI� J A 18W/(14)-10D SS FROM
JOIST TO JOIST OVER RIDGE
(2)2" X 10" P.T. RIDGE JOIST
(4) —16D SS NAILS EACH JOIST
2" X 8" P.T. ROOF JOIST
5V METAL ROOF OVER 30# FELT (16" O.C.)
OVER 3/4" CDX PLYWOOD
W/10D SS RINGSHANK NAILS @ 4" O.C. PERIMETER AND 6' O.C. FIELD
CONT. METAL DRIP EDGE
CONT. 2" X 6" P.T. FASCIA
(1) SPIMPSON MTS16
W/(14) — 10D X I %'
EACH ROOF TRUSS
8"0 MARINE PILES
15'
EXISTING
DOCK PLATFORM
2" X 6" P.T. COLLAR TIE
BOTH SIDES OF EACH JOIST
W/(2)-1/4" X 3" SS LAGS EACH SIDE
12
5 ROOF PITCH
OPEN CLG
(2)2" X 12" P.T.
HEADER CONTINUOUS
W/(2) 5/8"0 SS THRU BOLTS
12"
HEIGHT
---------------- L—�------------------------------------ 4--I---MHW
---------------- L--[ ------------------------------------ --I---MLW
...NOTES—'
COLLAR TIES FASTENED WITH (2)1/4" X " SS OR HDG LAG BOLTS — EACH SIDE y —
RIDGE JOIST FASTENED WITH (4)16-D ILS CH JOIST —TOE -NAILED 2=9!3'
ALL 8" 0 MARINE ROOF PILES — MIN. PE ET TION 10' INTO RIVER BOTTOM
OR AS NEC Fia4f6-S�
- ALL HARDWARE TO BE GRADE 304 (OR ) SS
J�?Environmental
S ervices, Inc.
1901 SW Yellowtail Avenue
Port Saint Lucie, FL 34953
Phone:772-215-3997 Fax:772-879-4520
www.dlsenvironmentalservices.com
ROOF CROSS SECTION VIEW
Jerry Lara
10203 S. Indian River Drive
Fort Pierce, Florida
PCN# 3629-243-0002-000-4
SCALE
1"=3'
Paul Welch, Inc.
1984 SW Biitmore Street, 114
Port St. Lucie, FL 34984
MAY 2 4 2017 _
Paul Welch, PE No. 29946
MAY 20'17 1 SHEET 3 of 3
CSUCK Engineering
FL M FL 11751.2 R3
Date: 4 / 2 / 15
Report No.:15-126-2000-A3W-ER
Page 8 of 8
S ilty Strucfiurc3l EnQlne2erinq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Englert, Inc.
"Series 2000" (0.032" Aluminum) Roof Panel attached to Wood Deck
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE "A"
Min.Deck
Thickness
Clip
Spacing
#Fasteners
per Clip
Design
Pressure
METHOD 1
15/32"
18"
2
- 82.5 PSF
METHOD 2
15/32"
12"
2
-12
METHOD 3
15/32"
6"
2
AOR
METHOD 4
19/32"
16"
2
-107 PSF
i
RICH-�_,_��t:..i t .: �d L 1=NG
1904 6,;. %= 13T "114
P(W :i.34984
MAY-2 4 ?017
1106 I .TUME14
��. PisV-1cr, IF '-- . 4-15/81
RECEIVED MAY 25?017
Building Permit #
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Owners Name Jerry Lara Applicant:
Jerry Lara
10203 S. Indian River Dr.
Fort Pierce, FL 34982
PCN#$ 3529-243-0002-000-4
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
Mullions
Fixed Glass
Block Glass
AV
Skylights
Sliding Glass Doors
Swing Type Doors
►'
French Doors
som+21
Garage Doors.
Hurricane Protection
Roof Ventilation
Roofing Material
EWhLta T
ebw?lt G
A.TAal-ILOV COT SW9'6'r
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this stru ture. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: ��UL 1 ��.0 y p Signature: / seal
Design Prof: VA-UU WLrLe,(A Zoe,. Cert.No. ° 9)45 Date: S-24"Toth
.,