HomeMy WebLinkAbout21-1385 m '
�-�46 City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-001386-2021
F Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 02/22/2021
•
Permit Type: Electric Service Replacement/Misc
Property Number Street Address
1126 210010 08100 0090 38801 9Th Avenue
Owner Information Permit Information Contractor Information
Name: FRANK BAKER ROBIN TIPTON Permit Type:Electric Service Replacement/M Contractor: GREENHOUSE SOLAR
Class of Work:Add/Alter Residential
Address: 38801 9Th Ave Building Valuation:$0.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$20,400.00
Phone: Mechanical Valuation: rj
Plumbing Valuation:
Total Valuation:$20,400.00
Total Fees:$213.00
Amount Paid:$213.00
Date Paid:2/22/2021 8:57:29AM
Project Description
INSTALLATION ROOF MOUNT SOLAR PV
Application Fees
Electrical Permit Fee $142.00 Electrical Plan Review Fee $71.00
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner:Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
RACTO SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Phone Contact for Permlttin 727- —--940- _- 25
-17-I-ri-I-I-T - - -- - - ._a I-i-�-� ...
Owner's Name Robin Ti ton Owner Phone Number
Owner's Address "38801 9th ave Ze h rhills, FL 33542" Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS "38801 9th ave Ze h rhills, FL 33542" LOT# 0
SUBDIVISION ZHLH PARCELID# 11-26-21-0010-08100-0090
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR Q ADDIALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK INSTALL ROOF MOUNTED PV SOLAR SYSTEM 10.2KW SYSTEM
BUILDING SIZE SQ FOOTAGE HEIGHT [:= /
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION fdl
=ELECTRICAL $ 20 400.00 AMP SERVICE = PROGRESSENERGY = W. C.
f
=PLUMBING $
!v
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO —
v
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
SL NATURE ` �4 ��A--.;COMPANY
E REGISTERED GREEN HOUSE SOLAR FEE CURREN YrN
Address st bea4ater, License# ee13005971
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY F
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111'
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal dale. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonmwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500.a Notice of Commencement Is required. (A/C upgrades over$7500;
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofsifshingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..neods ROW �'
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors.to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands, that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulafions, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone W"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Su scr' d an sworn t or aff e G
by a by
Who is/are personally known to me or has/have produced Who is/are personally know a or has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of typed,printed orgoo
8I618son 23 s
GREEN HOUSE SOLAR AND AIR INC.
13575 58th Street N.
s Suite 253
Clearwater, FL 33760
2uaitifier: Robert Bussa EC13005971
1, Robert Bussa, authorize the following individuals to sign for an obtain permits:
Stephanie Stephens Rachaei Hansen
Signature of C lualifiec -�
Date: _4Z�6z!
Notary PUWIC State bt Florida
+' oatta J mi.pple,_ .
My Commission.GG 932423
�d rP Expires 11/1712023
GODWIN ENGINEERING AND DESIGN, LLC
8378 Foxtail Loop, Pensacola, FL 32526 1 (850)712-4219 1 chadC@godwineng.com
January 8, 2021
To: Zephyrhills Building Department
5335 8th St.
Zephyrhills, FL 33542
Re: Tipton- Residential PV Roof Mount Installation
38801 9th Ave.
Zephyrhills, FL 33542
Plan Reviewer,
This letter is regarding the installation of a new roof mounted Solar PV System on the existing
residential structure at the address above. I have reviewed the attachment plan and have
determined that the roof mounted PV system is in compliance with the applicable sections of the
following Codes as amended and adopted by the jurisdiction:
2020 Florida Building Code 7th Edition, FBC
ASCE 7 Min. Design Loads for Buildings&Other Structures
Per 2020 FBC,the Roof Mounted PV system will be subject to the following design criteria: Design
Wind Speed(V„it) - 137mph 3sec gust, Exposure Category- B
The PV System consist of the modules, railing, and connection hardware.The system will add a
dead load of approximately 3 psf to the roof.
The existing roof covering is 24ga. Metal panel with min.1/2" plywood decking and 2"x 4"roof
trusses 24" O.C. The roofing,decking,and roof trusses are in good condition.The existing structure
will be adequate for supporting the additional PV dead load and wind loads.
The securement method of the PV system is to be flush mounted to the metal panel roof with the
Ironridge railing and the protea bracket metal mounts.The attachments can be attached up to 32"
apart in roof zone 1,and 16" apart in roof zones 2 &3.The mounts should be staggered,where
possible,to allow distribution of the design loads evenly to the structure.The mounts shall be
installed with 4 x 6mm x 25mm Bi-metal self-piercing screws.
Please see attached documents and contact me should you have any questions.
Sincerely,
D.Chad Godwin, PE 81360
Exp. 02/28/2021 ���1111III//��//
81160
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ASCE 7-16 CHAPTER 29 WIND LOADS-Rooftop Solar Panels Minimum Design Loads-Part 1:Enclosed(gable,h<60ft,7°<0<20°)
Risk Category II Table 1.5-1 Load Types Load,PSf
Basic Wind Speed(Ult) 137 mph Figure 26.5-1B Dead Load,D 3
Wind Speed(asd) 106 mph IBC 1609.3.1 Weight of Ice,Di 0
Roof Angle 18 Earthquake,E 0
Effective Wind Area 10.00 ftZ 26.20 Fluid,F n/a
Wind Load Parameters Flood Load,Fa n/a
Wind Directionality Kd 0.85 Table 26.6-1 Lateral Earth psi,H n/a
Exposure Cat. B,C,or D B Section 26.7 Live Load,L n/a
Topographic factor K„ 1.00 26.8 or 26.8.2 Roof Live,L, n/a
Ground Elevation Factor Ka 0.86 Table 26.9-1 Rain,R n/a
Velocity Exposure Coefficient K, 0.70 Table 26.10-1 Snow,S 0
Array Edge Factor -/E 1.50 29.4.4 Self-Straining,T n/a
Solar Panel Equalization Factor -/a 0.80 Fig.29.4-8 Wind,W see calc
Velocity Pressure qp 14.75 psf qi,=0.00256 K,K„KdKeVZ Wind-on-Ice,Wi n/a
Mean Roof Height h 20.00 ft
0.4h 8.00 ft
least horizontal dim 528 in
10%of least horizontal dim 4.40 ft
Roof Zone Set Back a 4.40 ft
Figure 30.3-2b(Gable roof,h<60ft,7°<0<20°)
Zone
1 2e 2n 2r Be 3r
GCP -2.00 -2.00 -3.00 -3.00 -3.00 -3.60 uplift
GCP 0.50 0.50 0.50 0.50 0.50 0.50 downward
p=gh(GCP)(-/E)(/J -35.40 -35.40 -53.11 -53.11 -53.11 -63.73 psf uplift
p=gh(GCP)(-/E)(ya) 8.85 8.85 8.85 8.85 8.85 8.85 psf downward
downward case 1 11.85 11.85 11.85 11.85 11.85 11.85 psf D+(0.6W OR 0.7E)
downward case 2 6.98 6.98 6.98 6.98 6.98 6.98 psf D+0.75L+0.75(0.6W)+0.75(Lr or S or R)
downward case 3 7.11 7.11 7.11 7.11 7.11 7.11 psf 0.6D+0.6W
uplift case 1 -18.24 -18.24 -28.86 -28.86 -28.86 -35.24 psf D+(0.6W OR 0.7E)
uplift case 2 -12.93 -12.93 -20.90 -20.90 -20.90 -25.68 psf D+0.75L+0.75(0.6W)+0.75(L,or S or R)
uplift case 3 -19.44 -19.44 1 -30.06 1 -30.06 1 -30.06 36.44 psf 0.61)+0.6W
uplift case 4 -32.40 -32.40 1 -50.11 1 -50.11 1 -50.11 60.73 psf D+W
Design Calculations for the Use of bracket to metal roof
Module Length C 5.42 ft
Module Width B 3.33 ft
Module Area A 18.05 ftZ
Total Design Load(Uplift) Pdesign -32.40 -32.40 -50.11 -50.11 -50.11 -60.73 psf
Total Design Load(Downforce) Pdesign 11.85 11.85 11.85 11.85 11.85 11.85 psf
Design Load per Module T p -584.86 -584.86 -904.36 -904.36 -904.36 -1096.06 Ibs T p=A*Pdesign
Design Load per Module Tdown 213.90 213.90 213.90 213.90 213.90 213.90 Ibs Tdn=A*Pdesign
Distributed Load(Uplift) P&t.Up -87.82 -87.82 -135.79 -135.79 -135.79 -164.57 plf T p/B*2
Distributed Load(Down) Pdist.Down 32.12 32.12 32.12 32.12 32.12 32.12 plf Tdn/B*2
Railspan Between Anchor Points L 2.67 1.33 1.33 1.33 1.33 1.33 ft
Point Load per Mount(Uplift) R -234.18 -117.09 -181.05 -181.05 -181.05 -219.43 Ibs
Point Load per Mount(Down) R 42.82 21.41 21.41 21.41 21.41 1 21.41 Ibs 2.00
Pullout Value for 4 x Metal to Metal Screws
Ultimate Pullout Wt 1266 1266 1266 1266 1266 1266 lbs Ultim t fVq j*PPP'r, rS-5l
Design Pullout Value per Mount W, 633 633 633 633 633 633 /�IfQ� ePu��t�lu �////
SAFTEY FACTOR SF 2.70 S. 3.50 3.50 3.50 2.88
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GODWIN ENGINEERING AND DESIGN, LLC
8378 Foxtail Loop, Pensacola, FL 32526 1 (850)712-4219 1 cliadogodwineng.com
January 8, 2021
To: Zephyrhills Building Department
5335 8th St.
Zephyrhills, FL 33542
Re: Tipton— Residential PV Roof Mount Installation
38801 9th Ave.
Zephyrhills, FL 33542
Plan Reviewer,
This letter is regarding the installation of a new roof mounted Solar PV System on the existing
residential structure at the address above. I have reviewed the attachment plan and have
determined that the roof mounted PV system is in compliance with the applicable sections of the
following Codes as amended and adopted by the jurisdiction:
2020 Florida Building Code 71h Edition, FBC
ASCE 7 Min. Design Loads for Buildings&Other Structures
Per 2020 FBC,the Roof Mounted PV system will be subject to the following design criteria: Design
Wind Speed(V„it) - 137mph 3sec gust, Exposure Category—B
The PV System consist of the modules, railing, and connection hardware.The system will add a
dead load of approximately 3 psf to the roof.
The existing roof covering is 24ga. Metal panel with min.l/a" plywood decking and 2"x 4"roof
trusses 24" O.C. The roofing,decking, and roof trusses are in good condition.The existing structure
will be adequate for supporting the additional PV dead load and wind loads.
The securement method of the PV system is to be flush mounted to the metal panel roof with the
Ironridge railing and the protea bracket metal mounts.The attachments can be attached up to 32"
apart in roof zone 1, and 16"apart in roof zones 2 &3.The mounts should be staggered,where
possible,to allow distribution of the design loads evenly to the structure.The mounts shall be
installed with 4 x 6mm x 25mm Bi-metal self-piercing screws.
Please see attached documents and contact me should you have any questions.
Sincerely,
D. Chad Godwin, PE 81360
Exp. 02/28/2021 �`� C, G
* ; 1360 ;
` TAT OF ' �►
ASCE 7-16 CHAPTER 29 WIND LOADS-Rooftop Solar Panels Minimum Design Loads-Part 1:Enclosed(gable,h<60ft,7°<6<20°)
Risk Category II Table 1.5-1 Load Types Load,PSf
Basic Wind Speed(Ult) 137 mph Figure 26.5-113 Dead Load,D 3
Wind Speed(asd) 106 mph IBC 1609.3.1 Weight of Ice,Di 0
Roof Angle 18 Earthquake,E 0
Effective Wind Area 10.00 ftz 26.20 Fluid,F n/a
Wind Load Parameters Flood Load,Fa n/a
Wind Directionality Kd 0.85 Table 26.6-1 Lateral Earth psi,H n/a
Exposure Cat. B,C,or D B Section 26.7 Live Load,L n/a
Topographic factor K,t 1.00 26.8 or 26.8.2 Roof Live,L, n/a
Ground Elevation Factor Ke 0.86 Table 26.9-1 Rain,R n/a
Velocity Exposure Coefficient K, 0.70 Table 26.10-1 Snow,S 0
Array Edge Factor 7E 1.50 29.4.4 Self-Straining,T n/a
Solar Panel Equalization Factor ya 0.80 Fig.29.4-8 Wind,W see calc
Velocity Pressure qp 14.75 psf qi,=0.00256 K,K,,K,KeV2 Wind-on-Ice,Wi n/a
Mean Roof Height h 20.00 ft
0.4h 8.00 ft
least horizontal dim 528 in
10%of least horizontal dim 4.40 ft
Roof Zone Set Back a 4.40 ft
Figure 30.3-2b(Gable roof,h<60ft,7°<6<20°)
Zone
1 2e 2n 2r 3e 3r
GCP -2.00 -2.00 -3.00 -3.00 -3.00 -3.60 uplift
GC 0.50 0.50 0.50 0.50 0.50 0.50 downward
p=gh(GCP)("/E)(/a) -35.40 -35.40 -53.11 -53.11 -53.11 -63.73 psf uplift
p=gh(GCP)(7'E)('/a) 8.85 8.85 8.85 8.85 8.85 8.85 psf downward
downward case 1 11.85 11.85 11.85 11.85 11.85 11.85 psf D+(0.6W OR 0.7E)
downward case 2 6.98 6.98 6.98 6.98 6.98 6.98 psf D+0.75L+0.75(0.6W)+0.75(Lr or S or R)
downward case 3 7.11 7.11 7.11 7.11 7.11 7.11 psf 0.6D+0.6W
uplift case 1 -18.24 -18.24 -28.86 -28.86 -28.86 -35.24 psf D+(0.6W OR 0.7E)
uplift case 2 -12.93 -12.93 -20.90 -20.90 -20.90 -25.68 psf D+0.75L+0.75(0.6W)+0.75(Lr or S or R)
uplift case 3 1 -19.44 -19.44 1 -30.06 -30.06 1 -30.06 -36.44 psf 0.6D+0.6W
uplift case 4 -32.40 -32.40 1 -50.11 -50.11 1 -50.11 60.73 psf D+W
Design Calculations for the Use of bracket to metal roof
Module Length C 5.42 ft
Module Width B 3.33 ft
Module Area A 18.05 ftz
Total Design Load(Uplift) Pdesign -32.40 -32.40 -50.11 -50.11 -50.11 -60.73 psf
Total Design Load(Downforce) Pdesign 11.85 11.85 11.85 11.85 11.85 11.85 psf
Design Load per Module Top -584.86 -584.86 -904.36 -904.36 -904.36 -1096.06 Ibs Top=A*Pdesign
Design Load per Module Tdown 213.90 213.90 213.90 213.90 213.90 213.90 Ibs Tdn=A*Pdesign
Distributed Load(Uplift) Pdist.Up -87.82 -87.82 -135.79 -135.79 -135.79 -164.57 plf Top/B*2
Distributed Load(Down) Pdist.Down 32.12 32.12 32.12 32.12 32.12 32.12 plf Tdn/B*2
Railspan Between Anchor Points L 2.67 1.33 1.33 1.33 1.33 1.33 ft
Point Load per Mount(Uplift) R -234.18 -117.09 -181.05 -181.05 -181.05 -219.43 Ibs
Point Load per Mount(Down) R 42.82 21.41 21.41 21.41 21.41 21.41 Ibs 2.00
Pullout Value for 4 x Metal to Metal Screws
Ultimate Pullout Wt 1266 1266 1266 1266 1266 1266 Ibs Ultimate WA�t 41POn�-5!
Design Pullout Value per Mount W, 633 633 633 633 633 633 Allow\ Ueut(Dlue(e�p��
SAFTEYFACTOR SF 2.70 5.41 3.50 3.50 3.50 2.88
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