HomeMy WebLinkAbout20-1247 w
City of Zephyrhills 1111111111118ERMIT NUMBER
= 4 5335 Eighth Street
t Zephyrhills, FL 33542 BAR-001247-2020
Phone: (813)780-0020
+` Issue Date: 01/14/2021
. Fax: (813)780-0021
Permit Type: Add/Alter (Residential)
Prop�eirty Nu Street Address mber
34 25 210170 00000 2400 37602 Lilly Bea Avenue
Owner Information Permit Information Contractor Information
Name: RICHARD&RACHEL POWERS Permit Type:Add/Alter(Residential) Contractor: BAHR'S ALUMINUM INC
WINGATE POWERS TR LT Class of Work:Add/Alter Residential
Address: 37602 Lilly Bea Avenue Building Valuation:$18,450.00
ZEPHYRHILLS,FLORIDA 33541 Electrical Valuation:$500.00
Phone: Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$18,950.00
Total Fees:$265.87
Amount Paid:$265.87 �1
Date Paid: 1/14/2021 2:40:35PM
Project Description
CONSTRUCT GARAGE/LANAI W/SCREEN 1,132 SQ FT
Application Fees
Electrical Plan Review Fee $22.50 Electrical Permit Fee $45.00
Building Plan Review Fee $66.12 Building Permit Fee $132.25
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.
CONTRACTOR 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 Zephyifiills Permit Application Fax-813-780-0021
Building Department
Date Received 12/10/2020 Phone Contact for Permitting813 990 7880
Owner's Name
RICHARD POWERS Owner Phone Number 813.782.3513
Owner's Address 37602 LILLY BEA AVE.ZEPHYRHILLS,FL 33541 Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 37602 LILLY BEA AVE.ZEPHYRHILLS,FL 33541 LOT#
SUBDIVISION GRAND HORIZONS PARCEL ID#1 34-25-21-0170-00000-2400
(OBTAINED FROM PROPERTYTAX NOTICE)
WORK PROPOSED ® NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM ® OTHER lAluminum
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK ITE BUILT GARAGE ADDITION AND LANAI TO BE SCREENED IN.
BUILDING SIZE SQFOOTAGEFI\,DZ HEIGHT
®BUILDING $18,450 VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL'- '$.' _ �� AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL s VALUATION OF MECHANICAL INSTALLATION / Zql
=GAS ® ROOFING 0 SPECIALTY = OTHER e . i /
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
(` � �
0
BUILDER MARTY MONBARREN COMPANY Bahrs Aluminum
SIGNATURE I REGISTERED I JYJN I FEE CURREN Y N
Address 18607 Gall Blvd,Zephyrhills,FL.33541 1 License# CRC057444
ELECTRICIAN JAMES MACE COMPANY DOUBLE M ELECTRIC
SIGNATURE REGISTERED N FEE CURREN N
Address 40410 River Road,Dade City,FL 33525 License# FEC13005508
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllll
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 date. 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,Stormwater 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)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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GRAND HORIZONS HOMEOWNERS ASSOCIATION
APPLICATION FOR APPROVAL
EXTERNAL ARCHITECTURAL OR LANDSCAPING
IMPROVEMENT,ALTERATION,ADDITION, DELETION OR REPAIR
Date:
Please Print Below Information:
From:OWNER: RA C-119L TOIAJe- e s LOT#
ADDRESS 3 7& Qa L (9
REQUEST FOR: 4-'Preilminary Approval? 4-11 final Approval?
1,the undersigned owner,hereby request approval of the following described external architectural or
landscape improvement,alteration,addition,deletion or repair as required by the governing documents:
wuld - -W-6L1'eLrj n 'q a r- /j e-kz d 6
cla/1) nxig--E . ny-4ea
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Plans are attached: Yes No Estimate Date of Completion:
/-� r-1 e,-
Note:Plans are REQUIRED for all requests detailing any and all changes proposed.Plans need to provide
sufficient detail that we can determine what and where the changes are to be made AND must be signed by
the homeowner. See back of this form for additio al Instructions.
ALC Approval 1: Date:Z4 Z-2-:5-
ALC Approval 2: Date:
ALC Approval 3:
Date:
Approval valid until this date:
April 4,2019
INSTR#20201 92918 OR BK 10215 PG 2930 Page 1 of 1 Y
11 16/2020 0"7 AM Rcpt:2226649 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
PmmR N.. P—MON.312
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Sheds and Carports -
Plan Review Comments
1) All property markers shall be fully exposed at time of inspection. (RED TAG IF NOT
MARKED)
2) All sheds shall be installed and anchored per manufactures specifications. (RED TAG IF
NOT ANCHORED PER PLAN)
3) All set-backs shall be met.
4) Shall not be installed in easements.
5) Shall be set in the rear or side yards.
6) Only 2 accessory buildings per parcel.
7) Sheds shall not be rented or inhabited.
8) Must meet and follow all conditions of ordinance:780-01
9) No accessory building shall be larger than 300 sq ft without site-plan approval I
10)Not to exceed.16' in height at peak.
11)No other work shall be permitted (framing, plumbing, electrical and mechanical) unless
otherwise specified.
12) Accessory buildings in residential zones that exceed 150 sq ft shall be constructed of
masonry, wood frame, aluminum or vinyl. Aluminum and vinyl shall be residential grade
and be consistent with existing architecture of the principle building and adjacent
properties.
13)Fence shall not encroach neighbor's private property or right of way.
14)Fence shall be no taller than 6 feet in the rear and sides of home. 4 feet from the front
of home.
15)Good side of fence shall face out.
Parcel ID 34-25-21-0170-00000-2400 (Card: 1 of 1)
Classification 00200-Mobile Home
Mailing Address Property Value
POWERS RICHARD C& RACHEL I & Ag Land $0
WINGATE POWERS TR Land $52,856
WINGATE POWERS LIVING TRUST Building $123,067
WINGATE STUART AUSTIN & POWERS Extra Features $1,417
SCOTT ALAN CO-TRUST
37602 LILLY BEA AVE
ZEPHYRHILLS, FL 33541-7702 Just Value $177,340
Assessed (Non-School Amendment 1) $177,340
Physical Address
37602 LILLY BEA AVENUE, Non-School Taxable Value $177,340
ZEPHYRHILLS, FL 33541 School District Taxable Value $177,340
legal Description (First 200 characters)
See Plat for this Subdivision
GRAND HORIZONS - PHASE THREE PB 53
PG 120 LOTS 240 &241
Jurisdiction
CITY OF ZEPHYRHILLS
Land Detail (Card: 1 of 1)
Line Use Code Description Zoning Units Type Price Condition Value
1 0200M LP1-1 Mobile Home Sub OOM1 12,000.00 SF $4.40 1.00 $52,800
2 0200M LP1-3 Mobile Home Sub 00M1 102.00 SF $0.55 1.00 $56
Additional Land Information
Acres Tax Area FEMA Code Neighborhood Code(s)
0.28 30ZH -- GDHZ
View Sketch Building Information - Use 0200-Mobile Home (Card: 1 of 1)
Year Built 2005 Stories 1.0
Exterior Wall 1 Above Average Exterior Wall 2 None
Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle
Interior Wall 1 Drywall Interior Wall 2 None
Flooring i Sheet Vinyl Flooring 2 Carpet
Fuel Electric Heat Forced Air - Ducted
/C None Baths 2.0
Line Code Description Sq. Feet Value
1 BAS01 LIVING AREA 2,108 $104,691
2 FCAO1 FINISHED ALUM CARPORT 1,364 $13,558
3 FST01 FINISHED STORAGE 196 $4,370
4 FOA01 FINISHED OPEN ALUM PORCH 36 $447
Extra Features (Card: 1 of 1)
Line Code Description Year Units Value
1 RDWSWC DRVWAY/SIDEWALK CONC 2005 400 $871
2 RCAC-4 CENTRAL A/C 2005 1 $546
Sales History
Previous Owner: WEINGARTZ ROSEMARIE REVOCABLE
Month/Year Book/Page Type DOR Code Condition Amount
06/2020 10130 / 3973 Warranty Deed 01 Improved $186,500
07/2018 9774 / 3492 Warranty Deed 11 Improved $0
08/2016 9408 / 2419 Warranty Deed 01 Improved $152,000
07/2008 9217 / 1199 Quit Claim Deed Improved $0
09/2005 6626 / 0822 Warranty Deed Improved $0
06/2005 6439 / 0620 Warranty Deed Improved $0
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 now 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 1, 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 regulations, 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.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone"V'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
pen-nit 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 VOLI�
Subscribed and sworn to(or affirmed)before me this !SIbscr,1�rWd and sw1aafli
y by
Who is/are personally known to me or has/have produced Who is/are persoWnown to me or hasthave produced 14
as identification, as identification.
Notary Public Notary Public
W0Commission No. Commission No. (__3
Name of Notary typed,printed or stamped Name of Notary t (Lor_stqmPcCL
y 0
DIONA ARIEFARAS
Not"Public,State of Florida
0
)as G
Commission No,GG2876660
or#7 Commission Expires 42/2512022
INSTRtt 2020192918 OR BK 10215 PG 2930 Page 1 of 1
11/16/2020 09:37 AM Rcpt:2226649 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
DemdtNa 3 -Z�Z}-� 1 "V�.r3.C-•"^�—�7 V V PaaN m Ho
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:�: Product Approval
r �r�' er.,a+USER:Public User
Product Agoroval Menu>Product or Aoolication Search>AaaL ation List>Appl ieetion Detail
FL# FL19131-R1
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Four Seasons Building Products
Address/Phone/Email 7815 American Way
Groveland, FL 34736
(352)787-7766
bkaufmann@fourseasonsbp.com
Authorized Signature Bill Kaufmann
bkaufmann@fourseasonsbp.com
Technical Representative Bill Kaufmann
Address/Phone/Email 7815 american Way
Groveland, FL 34736
(800)342-9077
bkaufmann@metalsusa.com
Quality Assurance Representative BILL KAUFMANN
Address/Phone/Email 7815 AMERICAN WAY
GROVELAND,FL 34736
(352)787-7766 Ext227
bkaufmann@metalsusa.com
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim, P.E.
Evaluation Report
Florida License PE-49495
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 02/16/2020
Validated By James L.Buckner,P.E.@ CBUCK Engineering
f Validation Checklist- Hardcopy Received
Certificate of Independence FL19131 R1 COI certificate of indeoendence.Ddf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1504
1507.4
1609
2002.4
Product Approval Method Method 2 Option B
Date Submitted 10/20/2017
Date Validated 10/20/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
19131.1 3"aluminum riser pan&2.5"Twin Aluminum roof panels for patio covers,carports,walkway
Vee panels covers,roof over screened walls,outdoor patio products
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL19131 Rl II 2017 Four Seasons Aluminum Riser Panels
Approved for use outside HVHZ:Yes Install DWG.odf
Impact Resistant:No Verified By: Do Kim PE 49497
Design Pressure: N/A Created by Independent Third Party:Yes
Other:see installation sheet for span tables Evaluation Reports
FL19131 R1 AE 2017 Four Seasons Aluminum Panel
Evaluation Report.pdf
Created by Independent Third Party:Yes
track i�cxt
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.£Qpydght 2007.2013 State of Florida.::Privacy Statement::AccessbiUy Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click bgL§--.
Product Approval Accepts:
PER
Credit Card
Safe
PRODUCT APPROVAL DETAILS:Fa ✓R SEASONS BLDG CODE: 2017 FLORIDA BUILDING CO DE
BUd_. 11\,J' PRODUCTS
D❑ KIM
•CLOCKS TO INSTALL HVHZ: NOT FOR USE IN HVHZ &ASSOCIATES,LLC
S TO INSTALL
• LMITTS OF USE: FOR PATIO USE ONLY. C C N 5 U LTI N G
-CARPORTS STRUCTURAL
-PATIO COVERS ENGINEERS
-SUNROOMS
-SCREEN ENCLOSURES PO aox 10039
-CANOPIES T"" 171_336n)
-OTHER SIMILAR MINOR STRUCTURES
0.750- °60 Notes: R•eAW Oesvl tion
1. Aluminum roofpanels shall be 3105-H24 for 0.024"tilerpan panels,3105-H28 for 0.030"riser pan
®'mO1„Issue
panels,and 3004-1124 for 0.027"and 0.040"Twin Vee panels or approved equal. 0
2. Roof panel metal thickness tested:Nominal 0.024"&0.030".
0 3. Product materials conform to ASTM B209. p
it
4. All inside bend radii ate 0.047 unless otherwise noted.
5. Standard Manufacturing Tolerances:
Dimension+/-0.005
Radius+/-.005
Angle+/-I°
cRID (T'P.) 6. Product test report for 0.024"and 0.030"Thickness Rolled 3"Riser Roof Panels,Test Report No.:
�. (T.P) F7038.02-5401-4,April 20,2016.ASTM P330/Ei30M-14.Arclutecnual Testing,Inc.an batertek
company,2250 Messer,Blvd.,Tampa,FL 33619. v x
7. All product performance specifications and construction requirements shall be engineered by a Q
licensed design professional in accordance with the Aluminum Design Manual,Specifications& a. Ul
W
o Gu idellinerforAlumin=Souctraes.Wind resistance in conformance to FBC Chapter 16 for C. j H
5 RIDS PER PANEL EQUALLY SPACED Components and Cladding Loads,ASCE 7-10 Chapter 30 for Roof Components and Cladding for v 0,6
Enclosed and Open Structures.Effective area for wind load calculations based on 36 sq.feet m LL o)
(absolute value of controlling design pressure is shown on span tables). J W
12" S. Span schedule show maximum mofpanel spans between supports.Max.span deflection limit IJ60. y Lzu>O
9. Mean mof height of structure shall not exceed 15 feet above grade.Span tables for open structures m a U W
based on 5"max.mof slope.Span tables for enclosed structures based on 27'max.mof slope. to a.O
3"RISER ROOF PANELS ID. Each roof panel shall be connected per design professional's instructions,but shall have min.of ZO 0 a
(3)-#10 SMS w/neoprene gasket and washer at each support point(or other approved connection by
design professional)w/min.0.040"thick,6063-T6 aluminum base metal d j
K rn
Exposure B ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table W U M 0-00
OPEN STRUCTURES OPEN STRUCTURES U 0 �Z
Wind Speed Design Pressure 0.024"span(ft) 0.030"span(ft) Wind Speed Design Pressure 0.024"span(ft) 0.030"span(ft) 32
110 18.4 10.25 12.44 110 22.2 9.38 11.61 rnAwn Br. Inc
r]IECKEa lr/: l
120 21.2 9.60 11.71 120 25.0 8.79 11.20
SCALE AS SIgWN
130 24.8 8.84 11.17 130 30.0 7.79 10.68 atE: WIW14
140 28.8 8.10 10.80 1 140 34.8 6.81 10.21
150 33.0 7.19 10.38 150 39.9 5.78 9.17 1 0 Y.3;.k'�cg�
160 37.5 6.27 9.95 160 45.4 4.71 9.15 Q,.•wjCENgF•;ry ti
FLA REG.NUMB
* all�Ar
Exposure B 1ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table Fpp-Rpp s TEq}�
ENCLOSED(ATTACHED)STRUCTURES ENCLOSED ATTACHED STRUCTURES $ T :•��
POanx toO,sQy
Wind Speed Design Pressure 0.024"span(ft) 0.030"span(ft) Wind Speed Design Pressure 0.024"span(ft) 0.030"span(ft) Ft• FFifi �`
110 19.0 10.00 12.25 110 23.0 9.21 11.18
m:nemna:teeneD,g.1 w.as,eea"d:eal pq 1.+i�bt
120 22.6 9.30 11.59 120 27.3 8.37 10.94 onth mte"sng a Digitaledag"e.P,dn ofd is w
davnent a,e,KKonside.ed agr,edard,eakd dthe"grewre
130 26.5 8.49 11.05 130 32.1 7.35 10.48 m"n nesee ona"yelen.oaK<ope,.
140 30.8 7.86 10.60 140 37.3 6.35 9.97 20,.lo.ta lonnocna
150 35.3 6.73 10.15 150 42.7 5.23 9.42 Drawing No.-240316
160 1 40.2 j 5.73 1 9.67 160 48.6 8.94 SHEET t OF 2
[ FOUR SEASONS
BUILD111,1G PRODUCTS
-}ROD1 C c LOCK PANELS TO INSTALL
LJ Ll f ray l lJ J 00 KIM
&ASSOCIATES.LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10DU
T-ve FL 33M
R- D"3crl don
12.661" )ss=
N
0.151" 0.236" 0.995" C, O I.725"
o 0.750" I
0.098'
1
o
o � 0.247"
$ co 0.130" 90 1.027" cm
0.175"
N
"' 0.350" �' R=0.29" 0.350"
0 0.093" r(p 9 =k y
tm
- 3W
NO
1.480" 1.895" 2.207" 2.207" 1.895" 1.536"
m' oU
C J W
11.920" y lu
N U W
N LL O K
2.5"RHINO TWIN VEE PANELS 'i a
I- ~ DN�
Exposure B ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table ZLU 2 UO
OPEN STRUCTURES OPEN STRUCTURES J 0 o.Z
Wind Speed Design Pressure 0.027"span(ft) 0.040"span(ft) Wind Speed Design Pressure 0.027"span(ft) 0.040"span(ft) V 2 :
110 18.4 13.34 16.41 110 22.2 13.01 16.00r orx
120 21.2 12.56 15.45 120 25.0 12.56 15.45 aleeAEn nl': orK
130 24.8 1L97 14.73 130 30.0 11.97 14.73
DATE 3&t4
140 28.8 11.57 14.24 140 34.8 11.44 14.08
150 33.0 11.13 13.69 150 39.9 10.88 13.39
160 37.5 1 10.67 1 13.12 160 45.4 10.25 12.61 1-11, Y.�+jr14,
�
� FlA REC:NUHa�t'tD1YT'
Exposure B 1ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table
ENCLOSED ATTACHED STRUCTURES ENCLOSED ATTACHED STRUCTURES p`'`oo"����
Wind Speed Design Pressure 0.027"span(ft) 0.040"span(ft) Wind Speed Design Pressure 0.027'span(ft) 0.040"span(ft) 0'•.; Tl� t.°:°s�@,�Str
110 19.0 13.21 16.10 110 23.0 12.71 15.50 �p'•,�ORtb G
120 22.6 12.50 15.24 120 27.3 12.44 15.16 me".nnasoe",eiec"aaN�nMdanas®edwon '^n��Atifi�
130 26.5 11.92 14.53 130 32.1 11.92 14.53 oKimpE on V,kdale i¢rcga UgW Sgnacure.pnrledto"
I Ois documentare rot<omideredsgnN and sealM a
140 30.8 11.43 13.94 140 37.3 11.33 13.82 IaesgroNre mw Lewvified on anyelecuo"ccopies
101),I0.18102138df00
150 35.3 10.95 13.35 150 42.7 10.71 13.06
160 40.2 10.43 12.71 160 48.6 10.05 12.26 Drawing No.-240316
SHEET 20F2