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HomeMy WebLinkAbout19-21704 CITY OF ZEPHYRHILLS 5335-8TH STREET 4 - 780-0020 , 4 '(813) BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21704 Address: 5410 SATSUMA DR Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR HEIGHTS Est. Value: Parcel Number: 12-26-21-0040-00200-080 Improv. Cost: 3,100.00 1OWNER INFORMATION Date Issued: 9/03/2019 Name: COLANDRIA, LOUIS JR & DARLENE Total Fees: 82.50 Address: 5410 SATSUMA DR Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542 Date Paid: 9/03/2019 Phone: (813)715-4398 Work Desc: INSTALLATION CARPORT 29 X 15/EXISTING CONCRETE CONTRACTORS APPLICATION FEES BAHR'S ALUMINUM INC BUILDING FEE 82.50 Ins ections Re wired FRAME SHEATHING FINAL 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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,Specifi 'ons 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. "z,a�z-::;;-�- � &-- 9� /dOlqTRACtASIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER OR ,I, City of Zephyrhills BUILDING PLAN REVIEW COMMENTS �ry� Contractor/Homeowner: Date Received: Site: V yy,P, T Permit Type: Approved w/no commen Approved w/the below comm Denied w/the below commentsM L/.S� f c_fq mom 1 - L Cful-y\ 14 fF This comment sheet shal e�pt with the permit and/or plans. AUG 2 1 2019 Kalv' itzer—Plans Examiner Date ntractor andV Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 770 —3151 I I I 1 1 1 1 1 11 1 1 1 Owners Name f'Ofll 2 (TO1407 0' Owner Phone Number Owners Address 5 N l C) Sc, uMG Dr i Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 514I O 5a+su ytl a Dr;vc 33 51/Z = LOT# SUBDIVISION PARCEL ID# Iz'Z6- I-�a —DO'ZOD—bD�O ,,�/ (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR IJV ADDIALT = SIGN = = DEMOLISH INSTALL fL�J� REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL DESCRIPTION OF WORKC oL!: ar-F ioye - +GXI54 covicre_ -e BUILDING SIZE I Z/l X SQ FOOTAGE 7 3� HEIGHTCE� `7 UILDING $ �y0 bb VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ V AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY �AY115 ttNtlllC�Y11 SIGNATURE REGISTERED N FEE CURREN /N Address License# I CQC IDS 7yy ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 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,Stornwater 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 Fortes.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.Al 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 Attomey(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 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 IMPACTIUTILITIES 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 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 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 N CE OF CONagNCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swam to(or affirmed)before me this Subscribed and sworn t affirme afore me this by kbf lll.l 0.!-t-u Mon"C,.r'.&^ Who is/are personalty known to me or has/have produced sell 4 to ate or has/have produced as identification, \ _4 /Y. D L as Identificallory Notary Public = 2 ary Public Commission No. ommissioonn No •• C 1 M11W 7 y � #GG331647A • Q Name of Notary typed,printed or stampedx fst :•ptamped p��llST INSTR#2019124360 OR BK 9944 PG 569 Page 1 of 1 07/24/2019 03:04 PM Rcpt.2075013 Rea:10.00 DS:0.00 IT:0.00 Nikki AlvarezSow)es,Esq.,Pasco County Clerk&Comptroller,ad Interim pr I ft Pwm a No �+ y MOM OF COMIAt 11111if' bMrd 1-�iAQ aM*Gf Uge^ Q udMWh AfYfW1 I mmrrnrR' b0rWorrlpopwV.w1d M %ft Clwr Tta.FW49$Matt, i. OradptlondAapMfy.hmMNr+tllrBdnTb. 12.2L-2L-Aef;o-002.M•008G ax,MAdd 5y10 Sg+fie n Trim., ?f. cL,.11e�Ft.33 4Z L Orrd DMWWMdW@MWnMrl C& wac GYitrhfro {'„AAGfc�C ' _ �uiS � SJOr�EAt L8�4t1t14'tQ 4St110 Sa�`umn i7�:oe Z.eO�wcan:Un �'. �+ �fu.1F1GC'S � aWr Ni.�rsbaop.rgr,' tfrr d F..9mPt►TlFMatdr. afMRlMnm o.er4dld MmM) Addrr" aw 4. aararlor. _ C ll ea raftftMoh—wa: CSI��] 2-351 pa a aartlr AMAKi ay swM AMMMOfema:s TWdfusNa a. 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Sa�su►n�a dlf��G Z.�Ph�rl��lls,FL• 335y2 � ,. a yMM w Farce I "XD : !2—26-Z!—W40--COZOO—0080 Proprw+� L;nc. Exisiin� .1 Shed 2-4 17orc4, Y2' Rp, yFC��Fc�$v 0�ip�r ZG �an�e �'cFs Cw�'jC�Ofy� � d J 4.1 a of `���.. trarpof�- 5 "M za' Sairsumck Drive r WOO on BCIS Home I Log In User Registration I HotToplcs I Submit Surcharge I Stats&Facts Publications I Contact Us I BCIS Site Map I links Search.I - bloddar" �� .. Product Approval USER:Public User - " �unz>;-rcHnrrrs - Product Approval Menu>Product or Application Search>Application List>Application Detail - FL# FL19131-R1 Application Type Revision Code Version 2017 Application Status . Approved. Comments Archived 7 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 Ezt2.27 bkaufmann@metaisusa.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' Validation Checklist-Hardcopy Received Certificate of Independence FL19131 R1 COI certificate of indeoendence.pff. Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections_from the Cod_e .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 R1 II' 2017 Four Seasons Aluminum Riser Panels Approved for use outside HVHZ:Yes Install DWG; [ 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 Rel2ort.12d Created by Independent Third Party:Yes. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.QMyright 2007-2013 State of Florida.::Privaa Statement::Accessibility 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 area licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: _ Credit.Card_ Safe rr• FOUR SEASONS PRODUCT APPROVAL DETAILS: . LOU BUILDING PRODUCTS BLDG CODE: 2017 FLORIDA BUILDING CODE HVHZ: NOT FOR USE IN HVHZ . DO TE i M • � 6 AHH OCIATEH,LLC rLLOCKS TO INSTALL _ , • LIMITS OF USE: FOR PATIO USE ONLY. C O N S U LTI N G -CARPORTS STRUCTURAL -PATIO COVERS ENGINEERS SCREEN S -SCREEN E ons ENCLOSURES Po eox loons-CANOPIES Tamp.,FL 33M -OTHER SIMILAR MINOR STRUCTURES o.rao^ Notes: •Rar non n 0 860" . . o +-� I. Aluminum mofpanois shall be 3105-H24 for 0.024"riser pan panels,3105-1128 for 0.030"riser pan I I panels,and 3004-1124 for 0.027"and 0.040"Twin Vee panels or approved equal. 0 0 FT2. Roof panel metal thickness tested:Nominal 0.024"&0.030". 0 3. Product materials conform to ASTM B209, dt 4. All inside bend radii are 0.047 unless otherwise noted o zoo. -- 5. Standard Manufacturing Tolerances: 0 o O'200, Dimension+t-0.005 Radius+/-.005 ei o x `+ o RIB (rYP.) N Angle 6. Product test report for 0.024"and 0.030"Thickness Rolled 3"Riser Roof Panels,Test Report No.: o- ' (m-} N F7038.02-5401-44,April 20,2016.ASTM E330tE33014-14.Architechusl Testing,Inc,an Intertek may,, company,2250 Massaro Blvd.,Tampa,FL 33619. } } 7. All product performance specifications and construction requirements shall be engineered by a Q re o licensed design professional in accordance with the Aluminum Design Manuel,Specifications& a uj Lu GuidellinesforAluminum Structures,Wind resistance in conformance to FBC Chapter 16 for c 7 3- 8 RIBS PER PANEL, [DUALLY SPACED Components and Cladding Loads,ASCE 7-10 Chapter 30 for Roof Components and Cladding for K Enclosed and Open Structures.Effective area for wind load calculations based on 36 sq.feet m (absolute value of controlling design pressure is shown on span tables). no w 12" 8. Span schedule show maximum roof panel spans between supports.Max.span deflection limit L160. m Q U to 9. Mean roof height of structure shall not exceed 15,feet above grade.Span tables for open structures w er based on 5°max-roof slope.Span tables for enclosed structures based on 27°max.mofslope. ow 3 RISER ROOF PANELS 10. Each roof panel shall be connected per design professional's instructions,but shall have min of c z u- (3)-it10 SMS w/neoprene gasket and washer at each support point(or other approved connection by LL O 'design professional)w/min.0.040"thick,6063-T6 aluminum base metal. f E1[ ure B ASCE 7-10 Ultimate DesF n Pressure Span Table Ex osure C ' ASCE 7-10 Ultimate Desi ri Pressure Span Table Z ?O'r .. . OPEN STRUCIUR£s" .. '. - _ UMH to Wind Speed' Desl riPressure .- .0.024",s ari ft 0.030"s an ft Winds eed• Desi n'Pressure O £N 0024 an(it) 0.030a an tt W 110 194 '10.25 22.44'. 210 222 9.38 2161" DRAWN ar om D 130 21.z 9.60. 11.71 120 '25.0 &79' 1L20 130' ' .24.8. . . 8.84 . . . ' . 1L77. ]30 CHECKED. DYK aC/dE: A96aC}MI 34.8 7.79' 10.68 DATE 11614 9.17 140 28 8 8 20 20 80 . - 240 34.8 6 81 10.21 . 150 ,. .33.0 7.19 10.38' 150 95 39.9 5.78 16 45.4 4.71'. .. . . FtA EK ure B ' ASCE 7-10 Ultimate Design Pressure'Span Table EK osure C� . ASCE 7-20 Ultimate Design Pressure Span Table �y 4r ` RE 49/B'rC -- ENCLOSED ATTACHED sTRUCIURES : p0"& OCLA7Ea, ENCLOSED ATTACHED STRUCTURES.. O ` ; CAe2atel ur Winds eed Design Pressure 0.024"span(it) 0.030"span ft Winds eed' Design Pressure' 0.024"span(it)- 0.030".span(ft) 110 d9.0 10.00' 12.25 110 23.0 120 .. 22.6 9.36 ' .. IL59' .. _ eoz ioq+e.� ndW,dm ,beenaec Nq a ea I d 120 27.3 8.37 �10.94 anda.da,e"a"ys ;w ruu�e ednrea mew:,n,„"• 265 1149. 1LOS- 130 32.1 7.35 10.48. d°annen<uen° 1de.ee ­d­9cja Wiheasn"+°re .. 140 - 30.8 7.86 10.60 . . _ M9bevedeed°myelewa,kcodes. 140' .37.3. 6.35: 9.97' zon.to.tetauxs ar LSO 35.3 .6.73 10.15 . SStI d2.7' . .5.239:42 ' 160' 40.2 -5.73 9.67`, . . .OrawingNo-240316 160. 48.6 8.84 ' .. .. . . . . SHF�T 10F2 �I L:l FOUR(�Ir SEASON8 LSBUILDING V V PRODUC I S LOCK PANELS TO INSTALL 00 KI M A ASSOCIATES,LLD _ CONSULTING STRUCTURAL ENGINEERS Po BOX 10039 T"mpa FL SsM aw Description 12.661" � 0.151" - N - o 0.947" 0.236"- 0.995" �� 0.725"� 0:750" �1 � 0.098" I o e � 0.247" 6 0.130" 9D - 1.027" - --� 0.175" a o' d 0.093" n RTyp.cy 0.350" TYP. o €� D. LU 3 W c 22 O -� 1.480" �1.895" -�--2.207" -2.207"--J- 1.895"- 1.536" m o N 11.920" N W 8 m �Uw m U. 2.5"RHINO TWIN VEE PANELS u- o it a I) Ex osure B ASCE 7-10 Ultimate DesignPressure S'an Table Ex ure C' ASCE 7-10 Ultimate Desi n Pressure S an Table - a m� ' D Z. tY ?per . '" . OPEN STRUCTURES ' .. - . OPEN STRUCTURES. . . - LU U a 0 Wind Speed Design Pressure 0.027"span ft 0.040"s an ft Wind S eed Design Pressure 0.027"s an ft 0.040"span ft U w 210 - .. 1&4 . . 13.34 . . 16.41 120 22.2. . . " 13.01 :16:00 p _ _ QUA 120 212 12.56 15.45 120.. 25.0 12.56 15.45 CHECKED BY. DYK 136 24:8 .11.97 14.73 130 30.0 ..11.97 14.73 SCALE, ASSHOWN. 140 28.8- 11:57 14.24. 240 34.8 11.44 14.08 DATE 31Ien4 150 33.0 11.13_ :13.69 150 39.9- 10.88 . . 13.39 160" 37.5 SQ 13 67. .12 160. 45.4 10.25 12.61 ' 0 ,1Y�„k% 10, i byp ll''��ONIM; 1S�0. I( )4bMBE4'49497_. Ex sure B ..ASCE 7-10 Ultimate Desi n Pressure S an Table Exposure G ASCE 7-10 Ultimate Design Pressure Span Table =* /', j` = v ;po aM a'AssocUTEs.eLa - ENCLOSED ATTACHED STRUCTURES' � � �.� � - � ENCLOSED A ACHED STRUCTURES Wind S eed Desi n'Pressure 0.027"span(ft) 0.WW span(ft) 0.027"ipan 0 `" x IW f 0 f .. .. Tem 210 . . .19.0 13.21 ' . . 16.10. 110. 23.0 .12.71" 15:50 >, SS F<on°ib 120 '22.6. 12.50. 15.24 120 27.3 12.44 15.16 "itna,b�eL� ,SIyVq as IwA b D" `�:��NAL � ee nem 130 26.5 11.92 14.53 130 32.1' 12.92 14.53 IUm.PEan tlisdate uLnpaP Sleputve.Rln cap _ alwsaaam.mare"al�a,�ae dy9�oam�eyea 141) 30.8. . 11.43. 13.94 140 37.3 11.33 13.82 Ne Y9 a ve ma be.e4eea a"a r+e"aae ade 10.95'" 13.35. 150 ' . 42 7 10.71"' Q3:06 9,m1 160 qp.2. ." . .. 10.43. 12.71' 160'. 2an.10.1 :U-0IYIe , 48.6 10.05 12.26 Drawing No..-240316 . . . . . . . � SHEET 2 OF 2 .