HomeMy WebLinkAboutSUBMITTED PAPERSDATE: V E + UE:
RECEIPT #:
Planning & Development Services Department
Building & Code Regulation Division
2300 Virginia Avenue C�/V
Ft. Pierce, FL 34982-5652 �E�
Tel. 772-462-1553 fit' <aG V
APPLICATION FOR ROOF PERMIT l ° ° Jotk
�� SEE REVERSE SIDE FOR NSTRUCTIONS
1. Location/Site Address: C P_ N 1,A) A a Lvd
2. Parcel IDNumber:��cj
Office Use
Only
Sectio
ownship
Range
Map Page
nin
d Use
Initi
, l►
3. Description of Project or Work Activity:00"v ► . e 7mr- fi ►aI I JUI � �-VCYMA� L}a fD of
4. Total Roof Area (square feet): 1 q 0 D 5. Roof Pitch:
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel [ ] Modified Bitumen [ 1V( Other
[ vlIProduct Approval required for all types of Roofing Material (2 Sets)
] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
** Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information 8. Contractor Information
Name: Vy-)h fi Mna 1 0
Address: Uo_3 Fn i n I i S
City: ffibo &i. t n d State: F7_
Zip: 5 3 Phone:
FL Reg/Cent #:�
County Cert #:J��
Business Name,I o 2,,nEhOQ 411 C.
Cell Phone: -77 D :!aCpC)—�) 95
9. Value of Construction: $
—r-
"Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the infonnati contained in this application is correct and that all work will be
done in corn li th all p cable laws regulating construction and zoning.
\�5ise o
PRINT QUALIFIERS/OWNERS NAME S U OF QUALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF ph 0 r ko 6 _Q
ACKNOWLEDGED BEFORE ME THIS )Jrlb- DAY OF 20�, BY nA I Q C i-5U)
WHO IS PERSONAL Y KNOWN ME OR HAS PRODUCED .
StMATUiPE O * Y TYPE PRINT NAME ift NOTARY Site of now&
n + My GomffMon # EE 9618.
COMMISSION NUMBER jF%
Ezp0s July 10, 2014'
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT WICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 4/26/2010
Property Appraiser - St.Lucie County, FL
,J
Page 1 of 1
Bob Y Lee Record: 1 of 1
Property Identification
Site Address: 356 NW Airoso Blvd
Sec/Town/Range: 21 :36S :40E
Map ID: 34/21S
Zoning: RS-4
Ownership and Mailing
Owner. Bob Y Lee Tina Lee
Address: 8703 SE Fairwinds Way
Hobe Sound FL 33455
PROPERTY RECORD CARD
<<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
ParcellD: 3419-555-0029-000-9
Account #: 43315
Use Type: SF Res
City/Cnty: St Lucie County
Legal Description
RIVER PARK -UNIT 8- BLK 139 LOT 29 (MAP 34121 S) (OR 3311-2928)
Sales Information
Assessment 2012
Date
Price
Code
Deed
Book/Page
2012 Final:
40600
7/25/2011
40000
0001
WD
3311 / 2928
Assessed:
40600
10/16/2006
100
01
QC
2697 / 2986
Ag.Credit:
0
4/25/2001
41000
01
QC
1457 / 1802
Exempt:
11/5/1999
59900
00
WD
1263 / 0985
Taxable:
3/13/1995
100
01
WD
0946 / 1662
Taxes:
821.4
7/1/1984
38000
00
CV
0439 / 1258
5/1/1976
36400
00
CV
0257 / 2372
BUILDING INFORMATION
Total Land and Building
Land Value: 6400 Acres: 0.23
Building Value: 34200
Finished Area: 1284 SgFt
Exterior Features
View:
-
RoofCover:
FS - Fibrglss Shg
RoofStruct:
GA - Gable
ExtType:
HC-- HC-
YearBlt:
1976
Frame:
-
Grade:
C- - C-
EffYrBlt
1976
PrimeWall:
FS - Frm Stucco
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
2
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
1/213ath:
0
HeatFuel:
ELEC - Electric
Pnn.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and
Yard Items
Land Information
Type
Y/S Qty. Units
Qua[. Cond.
YrBlt No. Use Type
Type
Measure Depth
DWC - Ddv-Concret
S 1 600
AV AV
1976 1 0100-SF Res
260 -Front Ft
80 125
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/paslc/prc.asp?prclid=341955500290009 5/14/2013
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3836239 OR i% �)K 3520 PAGE 201, Recorded 0!-`Y;,0/2013 at 01:33
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No..3 Y17 ' 6 SS! V O d' � " 000' i
State of Florida County of St. Lucie
The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes,
the following Information is provided in this Notice of Commencement
al Desa�iption Prope+rty: (ar f� freer add�,ss if available :EoQ31J . d R fC
134iLo�'84y 3 tiIZI.S�ayafr ��t ,Nun Ar:&s� l�Io
General description of improvement:
Owner Ird ation or Information if the � contracted for the Improvement:
Name 17.b -�'C vi S -c-c..
Address N'7U �I-q1tCeirrgZi Vft�
Interest in property: 0
Name and address of fee simple titleholder (if different from Owner listed above):
Contractoes Name: -4
Contractor Address: 0163 a rL 3"(111 Phone Number: 77;L';LC,0- / f
Surety (if applicable, a copy the payment bond Is attached): Amount
Name and address: Phone number:
Lender Name: Phone Number:
Lender's address:
Persons within the state of Florida sl ted by Owner upon whom notices or other documents may be served as provided by Section
713.13(1) (a)7., Florida Statut
Name: Phone Number:
Address:
In addition to hl or herself, Ownerdeslgnates of to receive a copy of the
Uenoes Not as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my k e and II .
(S' ature of ner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
r0a 0 kc
(Signatory's Title/office)
The foregoing instrument was acknowledged before methis�"tlayofX111l , 2015,
By. —1-61. La. as U.-M41-0ic for
Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom Instrument was executed
Personally known_ or produced ldentlfiration
ature ofWatary e f Fiorl a)
(Print, Type, orStamp Commissioned Name ic) +' Type of Identification produced ) r�
VY �AIIphftIli ff Elk
. Ell N J* iMh, 2011
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS iS�T��O�CCERTIFYT AT HI
ORU&AAL
Iy�CORRECT OP` OF
asr
Planning & Development services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit #
1, YY11 aco , licensed as a(n)Contractor*/Engineer/Architect
(Please print name & circle license type) *FS468 Building Inspector
*General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection.
On or about < I did personally inspect the roof deck nailing
(D te)
work at: s 5 � A)W
o DU F5(-, tq—
(job site address
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S.)
ca �?C
gnatu and Seal License #
STATE OF FLO DA
COUNTY OF
Sworn to and subscribed before me this ,20)b day of 20]
by 3Qy� k CI$ Cp Who is personally known to me r who has produced
as identification.
Notary Public, State of Flo
Signature of Notary:. &A-i, -
Commission Number: �F _g6j!g (Seal)
En 01/19/2011
o,01, o`er'
StateofROnda
My Commission * ff 961
Jsdy'18tls, ?�14
Ya .
PAUL WELCH INC.
F
Mechanical Electrical Civil Engineering
8 S�.W/. Biltmore St. Suite#114
�'' % Pb Saint Lucie FL 34984
' Ce-�"
' E
W0.
hone (772) 785 - 9888
Fax (772) 785-9933
May 20, 2013
Re: Lee Roof
356 NW Airoso Blvd.
Port St. Lucie, FL
SCOPE OF WORK:
Remove existing roofing and install new 5-V Crimp Metal Roof (Sunlast Metals FL # 10490.6)
at above referenced residence address over new underlayment and existing plywood sheathing.
DESIGN CRITERIA:
FBC 2010
ASCE7-10
PROJECT DATA:
BUILDING HIEGHT = 8'-0"
A= 3.5'
MEAN ROOF HIEGHT = <15'
ROOF ANGLE = 5:12
SHAPE = PITCHED GABLE
ADJUSTMENT FACTOR = 1.00
M'ROTANCE FACTOR = 1.00
WIND VELOCITY V ult = 160 MPH
WIND VELOCITY V asd = 124 MPH
EXPOSURE = B
ENCLOSURE CLASS = ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = -0.18
APPLIED UPLIFT DESIGN PRESSURES ON SLOPED ROOF (psf):.
ZONE 1 (Field) _ -25.3
ZONE 2 (Perimeter/ .Ridge) _ -44.0
ZONE 3 (Corners) _ -65.1
1 of 3
ATTACHMENT REQUIREMENTS:
Metal roofing to be attached with Hex -Head wood screws with Weather Seal Washers (WSW)
#10 x 3/16" minimum penetration through deck spacing as follows:
ZONE 1 (Field): ROW SPACING = 16" O.C., FASTENER SPACING = 12" O.C.
ZONE 2 (Perimeter/ Ridge): ROW SPACING = 16" O.C., FASTENER SPACING = 12" O.C.
ZONE 3 (Comers)): ROW SPACING = 8" O.C., FASTENER SPACING = 12" O.C.
Method #1 ACCEPTABLE FOR ZONES #1 & #2
Method #2 ACCEPTABLE FOR ZONES #3
Method #1 Design uplift Pressure: -50.5 psf
Method #2 Design uplift Pressure: - 106.75 psf
DECK INSTALLATION:
Re -nail all plywood sheathing (19/32" thick minimum) with 8D ring -shank nails at 4" O.C.
perimeter and 6" O.C. field for all zones.
All work to be in compliance with product approval (FL # 10490.6), manufacturer's
specifications, and the Florida Building Code 2010.
Submitted by:
PAUL WELCH INC.
Paul Welch, RE.
Reg. No 29945
PW:pj
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ROOF ZONE PLAN
A=3.5
ZONE DESIGNA7YON (TYPICAL)
Paul Welch Inc,
Paul Welch PiE. Reg.. No. 29945
May 20, 2013
�� 3of3
r'
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name: LEE RE -ROOF
Project Address: 356 NW AIROSO BLVD.
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:
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
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 a
1. DESIGN CODE: Florida Buildina Code 2010 Edition with 2010 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open
3. Risk Category: _ I X II III IV Exposure Category: X B C D
4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft
5. Mean Roof Height: 15 ft Roof Pitch: s :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
16.0 16.0 16.0 27.6 27.6 N/A
Zone 1: -25.3 Zone 2: _44.0 Zone 3: -65.1 Zone 4: _30.0 Zone 5: _37.0 Garage: N/A
7. Design Loads: Floor: N/A PSF Roof/Dead: 7 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
8. 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: 2500 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. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
512012013
Signature, Date, and Seat
SLC(:UV corm # (5'L(f-1'L Flevtised 3J15J1L {SS}
Paul Welch P.E. 29945 / 5115
Print Name Cert # & Co. Cert Auth.
Paul Welch Inc.
1994 S.W. Biltmore St. Su(te 9114 Fort St. LUC(% ft
Company Name & Address
CBUCK Engineering
Specialty Structural Encgtneerinq
Evaluation Report
"5V Crimp"
Metal Roof Assembly
Manufacturer:
Sunlast Metal, Inc.
2120 SW Poma Drive
Palm City, FL 34990
(772) 223-4055
for
Florida Product Approval
# FL 10490.6 R3
CBUCK, Inc. Certificate of Authorization ##8064
Florida Building Code 2010
Per Rule 9N-3
Method: 1- D
Category: Roofing
Sub - Category: Metal Roofing
Product:
"5V Crimp" Roof Panel
Material:
Steel
Panel Thickness:
26 gauge
Panel Width:
24"
Support:
Wood Deck
Prepared by:
James L. Buckner, P.E., S.E.C.B.
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway -
Report No. 12-139-5V-S6W-ER
Date: 4 / 16 / 12
Contents:
Evaluation ;Report Pages 1— 7
CBUCK, Inc.
1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net
aK�es L. Buckner, P.E., SECB
FlorZdE. # 1242
-1 1Z
FL #: FL 10490.6-113
r
Date: 4 / 6 / 12
CBUCK Engineering Page Report No.: 1-1f39-5V-SM-ER
Speclaltiy Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Manufacturer:
Product Name:
Product Category:
Sunlast Metal, Inc.
"SV Crimp"
Roofing
Product Sub -Category Metal Roofing
Compliance Method: State Product Approval Rule 9N-3.005 (1) (d)
Product/System "5V Crimp"
Description: 26 gauge Steel roof panel mechanically attached to Plywood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Underlayment
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32 (min.) or greater plywood,
• or Wood plank (min. specific gravity of 0.42)
Slope: Minimum slope shall be in accordance with manufacturer's recommendations, FBC
Section 1507.4.2 and applicable code sections.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure: METHOD 1: - 50.5 PSF
(Refer to "Table A" attachment details herein) METHOD 2:-106.75 PSF
r
._i
CBUCK
Engineering
FL #: FL 10490.6-113
Date: 4 / 6 / 12
Report No.: 12-139-5V-S6W-ER
Page 3 of 7
Spsclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Performance Standards: The product described herein has demonstrated compliance with:
e UL580-06 — Test for Uplift Resistance of Roof Assemblies
e UL 1897-04 —Uplift test for roof covering systems
e TAS 125-03 —Standard Requirements for Metal Roofing Systems
Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product
assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04
adopted by the Florida Building Code 2010.
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 2010, Section 1504.3.2.
Evaluation Report
This product evaluation is limited to compliance with the structural requirements
Scope:
of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 9N-3.001.
Limitations and
a Scope of "Limitations and Conditions of Use" for this evaluation:
Conditions of Use:
This evaluation report for "Optional Statewide Approval" contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance
with Rule 9N-3.005. Per Rule 9N-3.004, the Florida Building Commission is
the authority to approve products under "Optional Statewide Approval'.
e Option for application outside "Limitations and Conditions of Use"
Rule 9N-3.005(1)(e) allows engineering. analysis for "project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code". Any modification of the
product as evaluated in this report and approved by the Florida Building
Commission is outside the scope of this evaluation and will be the
responsibility of others.
e Design of support system is outside the scope of this report.
e Fire Classification is outside the scope of Rule 9N-3, and is therefore not
included in this evaluation.
e This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA
1824).
CBUCK
l
Engineering
FL #: FL 10490.6-113
Date: 4 / 6 / 12
Report No.: 12-139-5V-S6W-ER
Page 4 of 7
Specialtly Structural Engineering CeuCK, Inc. Certificate of Authorization #8064
Components/Materials
(by Manufacturer):
Roof Panel:
Material:
Thickness:
Panel Width:
Rib Height:
Yield Strength:
Corrosion Resistance:
Fastener:
Type:
Size :
Corrosion Resistance
Standard:
"5V Crimp"
Steel
26 gauge (min.)
24" (max.) Coverage
1/2„
40 ksi min.
In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Hex -Head Wood Screw with WSW
#10 x 1-1/2" "
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME B18.6.4
Underlayment:
Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5
Insulation (Optional):
Type:
Thickness:
Properties:
Density:
Or Compressive Strength
Rigid Insulation Board
3" (max.)
2.25 pcf (Ibs/ft) min.
20 psi min.
Insulation shall comply with FBC Section 1508. When insulation is incorporated,
fastener length shall conform to penetrate thru bottom of support a minimum of
3/16".
FL #: FL 10490.6-113
Date: 4 / 6 / 12
CBUCK &���� =ering Page Report No.: 5 of 7 12-s6w-ER
ISpeclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation: Installation Method:
(Refer to drawings on Pages 6-7 of this report.)
■ Row spacing: Refer to Table "A"
(along the length of the panel)
■ Fastener spacing: Nominal pattern of 12" o.c.
(along the row, across the panel profile & at the top of corrugation peaks)
■ Rib Interlock: Lapped
■ Minimum fastener penetration thru bottom of support, 3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE "A"
METHOD 1:
METHOD 2:
Design Pressure:
- 50.5 PSF
-106.75 PSF
Row Spacing:
16"
8"
Fastener Spacing:
12"
12"
Install the "5V Crimp" roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 2010. The
installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. TAS 125-03 Uplift Test
Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527)
Report #: 0412-1017-05, Report Date: 02/22/06
2. Quality Assurance
By Keystone Certifications, Inc. (QUA ID: 1824)
Sunlast Metal & Solar, Inc. Licensee # 385
3. Engineering Analysis
By CBUCK Engineering
4. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
5. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
- FL #: FL 10490.6-R3
Date: 4 / 6 / 12
CBUCK Engineering Page Report No.:1-16 of7-5V-S6W-ER
Specialty Structural Eng1neer1ng CeuCK, Inc. Certificate of Authorization #8064
c
N
T
Installation Method
Sunlast Metal, Inc.
"5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck
Profile Drawines
24' Maximum Net Coverage
"5V Crimp" Panel
Typical Panel Profile View
Nominal 12" o.c. I Nominal 12" o.c.
Fastener Spacing
Across Panel Width
#10 Hex -Head Screw with WSW
Spaced 12" across the Panel
Assembly Profile View
Typical Fastening Pattern Across Row
FL #: FL 10490.6-113
Date: 4 / 6 / 12
CBUCK Engineering Page rt No.: 1-17 of 7-5V-S6W-ER
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Sunlast Metal, Inc.
"5V Crimp" (24 Gauge) Roof Panel Attached to Wood Deck
Panel Fasteners -
#10 Hex Head
-15/32' or greater Plywood, or insuation s* mawmum
- Wood plank
Typical Assembly Isometric View
TABLE "A"
METHOD 1:
METHOD 2:
Design Pressure:
- 50.5 PSF
-106.75 PSF
Row Spacing:
16"
8"
Fastener Spacing:
12"
12"