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HomeMy WebLinkAbout22-4132Contractor: PETEHAVVLEYALUMINUM CONTRACTING LLC Phone: (813)715-6242 e City of Zepmmymwowoms 5335Eighth Street ZophvrhiUs.FL33542 Phone: (813)7DO-O02O Fax: (813)78U-OU21 Issue Date: 07/13/2022 Permit Type: Add/Alter (nevidono*) Class of Work: Add/Alter Residential Building Valuation: $1V.noo{N Electrical Valuation: s1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: mV.OV3.00 Total Fees:o135.00 Amount Paid: $135z0 Date Paid: n131202 9:25:43AM 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. accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE lijawame I-ag 813-780-0020 City of Zephyrhills Permit Application Fax-813-760-0021 Building Department Rate Received ' Phone Contact for Parretti (5 13 ) tP � �� � � � 4° Owner's Name a �� Owner Phone Number � Owner's Address ? e n Owner Phone Number Fee Simple Titleholder Name ��m wa Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS t 6;� "e @ pp LOT # SUBDIVISION � PARCEL (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE. SFR � COMM ! _ d OTHER TYPE Of CONSTRUCTION R, BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE ' e SO FOOTAGE HEIGHT t � xxIt.txkitC4titkxCxtf:I9-xxx_9-C.It&KTJLtCkWkkItItxxXILCttxCkCxit, ICoxxtCktC, gj�JBUILDING ¢¢� VALUATION OF TOTAL (CONSTRUCTION ELECTRICAL. AMP SERVICE PROGRESS ENERGY W.R.E.C, p a PLUMBING MECHANICAL # VALUATION OF MECHANICAL INSTALLATION r�'�` �..a= ✓ GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO Al BUILDER i _.. COMPANY � ��F.E iE1Y SIGNATURE W QIs7:=ReIaN ^ygr(N Address Liconso # ELECTRICIE:=:= AN COMPANY SIGNATURE REGISTERED Y f N EE 1, EN Y l N Address License 9 PLUMBER Gt?IL4PANY __ i�%tATLllg COMPANY Y / N FFE eURRER'� N� Address License # �� MECHANICAL COMPANY SIGNATURE REGETERt n Y / N vex cURRBR Yam' N Address License OTHER COMPANY SIGNATURE RMSI LRU.) Y F N FEF cuRRFN Y 1 N Address License P RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R>O-W Permit for new construction, Minimum ton (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wr` Silt Fence installed, Sanitary Facilities & 1 durnpster; Site Work Permit for suhdivlslonsllarge 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 data. Required onslte, Construction Plans, Stormwater Plans wf Slit Fence installed, Sanitary Facilities & 1 durm ster, 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 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 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. It 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 Of 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, it 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 property 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 WatenSewer 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. CONTRACTORVOWNER'S AFFIDAVIT; I certify that all the information in this application is accurate and that ail 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, Welland Areas and Environmentally Sensitive Lands, WaterfWastewater 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 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 commanding 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, not 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 FLORIDA JURAT (F.S. 117,03) OWNER OR AGENTCONTRACTOR Subscribed and sworn to (or affirmed) before me this Subscribed and sworp,� (or affirmed) before me this by r21y Who —is/are personally known to me or has produced Who , e .1 personal) —�rIlnown to me or hasihave produced as identification, as identification, Notary Public Notary Public Commission No. Commission No.—JGLL�� Warne of Notary typed printed or stamped ffat$eao �Notatytyped, printed or stamped my Comm. Expires Jun 2,2023 Bonded through National Notary Assn, KATHRIN M ROBINSON Notary Public- State of Ftonda Commission # GG 321868 F rr� t SITE PLAN (RESIDENTIAL USE ONLY) 2., w> ....>'. .....",r < t �lom 4 w 1j o Nlcy j k SHOW ALL EXISTING AND PROPOSED U E GIVING DIMENSIONSAND SETBACkS. ALSO, INDICATE ANY TREESBODIES10F WATER, SIZE, Day ROAD UDC ES) ADJACEMT TO THE PROPERTY. INDICATE THE StZE, YEAR AND NAME OF MOBILE; EXAMPLE: 12'X 6W, 1,981 E_ INSTR# .2022099861 OR BK10606 PG838 Page 1 of 1 05/03/2022 02:28 PM Ropt: 2451324 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller AOTIICE OF COMMENCEMENT state f Elarida - County of PaSCO % oTHE UNDERSIGNEQ hareby WIves notice that imprwooment w1Q be made to certain real properity, and in scoordervoo with Chapter 713. Florida Stetutes the following InformatIon Is pmvWod In this Notice of Commencement: 1 Description of PmpW. Parcel No. 11-2k2 IMIO-IQ700-0010 streetAdd— 38800 2th Amenue- zaphychl'15. 33542 2. General Description of improvement Screened Earlasure 3. Owner Infonnation or Loom Information If the Loom contracted for the Improvement *UJIM.4yertue Address City state Interest In Property. gWner Name of Fee Simple Titleholder. (If different from Owner listed above) Address city state 4, Contractoc. HawlevAluminuM VTMI7401 contnictoftTelephone No.: 813-713-0422 5. SUMV, Name Address city state Amount of Bond: Telephone No.: 6. Lander. Na—me Address city stow Landete Telephone No.: 11 Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided try $action 713.13(l)(a)(7), Flodda Statutes: Address city state Telephone Number of DoWgInated Person: B. In addition to himself, the owner designates of to raoshre a copy of the Usnor's Notice as provided In Section 7111 a(l)(b), Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. 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 one your Morn the date of recording unless a different data Is spedified): 1 *11Tt1qA:i*l*U* 17101 the foregoing notice of commenonnent and that the loofa stated therein are true to the best ASt L MARIE CARLTON STA 9 Notaryublic - State of Florida cou Commission # GG 276093 j-R My Comm. Expires Nov 13, 2022 S=1. of Owner ar L.*., or Wor. ar a Authtd Bonded through National Notary Assn. rector/partriefflAanaw ON QW er SignaWs Titiat The ftmWhV Instrument was acknowfodpd before Y-�M r,, Q&.60n -- -U--V ---- - fthstee, attorney In Net) for ---as of surthoriyAo.g., officer, Produced 177on 13 Notawy S1.11atu. W q a, cad LA Nam (Print) 1W TZ IWA wpdoWtocsVnoUcwommenowmnLpcOS3048 ..._ F Statef Florida, County Of Pasco This is to certify that the foregoing Is a true and correct copy of the document on file or of public record In this office. wit as my hand and offl I seal this } day of 2 RlIkki ,Alvarez tes, Esq., lark & Comptroller F u F 4 =NCounty, Deputy Clerk ALL DRAWINGS SHALL E DRAWN TO SCALE OR FULLY DIMENSIONED 40 >7� 'a �i ` I )l I SHOW ALL "ISTING AND PROPOSED STRUCTURES GIVING DIMENSIONSD SETBACkS, ALSO, INDICATE 0F SIZE, DIAMETER, ROADWAYS ` TO THE . INE"CATE THE SIZE, YEAR ; EXAMPLE: # . 7lfll",m� 12' ALkWJM STRAPx /rM SPACED - M`. q RMTANT 1/4-0 TAPOON X 2- BAOMMEW POST 3' MINEDGE LXSTA4CE , ... 1/-X2- BABEDMENT TAPCON CORROSIONw S ST 0 AL"MATM POST CONNRCnON SHOWN FOR CONCRM SLAB 'r° t 4 1 1 m 2,x2l / 10 SMS 0 X 04, VAX 'X2' OPEN BACK aASE RAIL AAME 1/ ' r TAP 1 s w Amamm E SLAB W16X6'*WM OR FdMR FILL GYM 8 k#L POLY r A OVER COMPACTED 2 HOLLOW 1 TO 2 °/1 ' a. . 2' 2-X1/ - E APCON 1/42 _ T 12' OM aACje RASE RAL 12 < #m 31 CLM s,ALL EOGM 1' 12* . s 2 2' M ANGLE STEM /A1/ ' FA I- BASE PLATE r /1 /4 X 2' FdM4 a °E € E T T CONTINUOUS t 3� NOTE. NO FOOTER RECADDRESSM q VW)Stf AL SLAB W/O FOOTER MAY BE ADE SLOPES GMTER TFAN 1 # TO /1Z '1 ' X 1 SlASS TO HAVE VWR -1r/1 f+. / 1 12' =S (3)#1 X1-W1/2- TW 7YNCAL 1 'X3* MEN BACK SAM FW. t ATE FASTEN TO 9LAS PSR DETAX. SCPEEN GROOVE 2 1/42- 1 3'"X.12.', ALMMIMA CORNM 1 W& OM BACK TO 2 2' 2 3'X l / ' ANME 2°X ' Pj (2)1/4 ' EMSMUM TAPOON 1 33E E 9 BASE RAIL TFT 4- 3000 PSI OONCRETE/X BOTTOM M'ON VEWSM WIND ZONE SIZED !WZM TWO EAR ACE MOUW WtAOKU SIZED T COLUMN ROM ATTACMdZNT 2*X2'X,062 ALUWNUM AME EACH SDE, OR ,, * V CUP (13/4* TEE 10 TAPCONS X 3 1/2- sSM, RESISTANT 2- E' N 2X PE%AETER JWM CONNWMN DRTAIL BASF. RAIL/ 1 /- E1 AWU BRACW FASrEN W1' } 4 < . N T °! MEWSM. /1' En SOLT E FESWANL J7�tXa LE 3000 PSI CONCRETE /1' EYE L' E, PS CONCRETE / MO CORMSK)N RESISTANT. 2' a 1 1/ G- APPROX. X 0.12- TKCK STES- CUP FASTENED /(2) 1/4-0 1_1f ' EMBEDMENT RESISTANT,OR ANCHORS CDRRIS*N #LUA ` -* t FASTEN TO SUPER GUrM � ATE . S � 1/2 IC:. // CUT TO LENGTH AS RE"ED TO *WALL /4'O.C. T 2 I/4MM INTO 3-A3- POST BRACE AND 0 - 22' PURLR4 FAM M SUB gy two coLumm, nELD VERY M40LE OF POST /(2)19 - WASKR HEADED SCREWS FOR4 REIViTIONSTANDARD 8'X ! " CMU WffH TO FIEW CoNomom. AND TO SUPER M / 1 X2 ' SMS TOPA =. FILL ALL CEUco W/2500 Pi SCREWS 12' O,0, CONCRM TOP KNOCKOUTT -1/2 FAVE (t kSCREEN ROOM *5 HOW SOFF9 f 6!LEWTH OF ✓ " ALUMNW P06t SPAa. RAFTER. F GVMA a ? { ifs ANGLE MAY VARY DEPENONG A TC i r %,ON FEW CONWIONS V__j_YPl0_AL RON TO SVPIR Oln"ll To FACr FARM TO � / lC / - /4' Oa . FAC14 SOE TO r.* CUP ANOLL FASM TO SMS /(AND � / , ScRm 12* 04 2- WIDE X /e ft STRAP 0 EACH RAFTC r /(2 t /* EDGE OF I T W FAVA /a 0w 1' 04 _. SOFFIT FASM 2 * CUSPSUS EACH We. OS, m FOOTtR TO 9E ON UNDWURSEDOP PROPERLY COMPACTED SOIL W/(4)#zv RESAR CONTNUOUS 0 10' C.C. MNNTAIN b APPROVED PRODUCT LIST r-' POUR SOUO W/3000 PSI CoNeft FASTEN RECENM 2*Xe WN. FACIAH (2 W4 STAGOMD)I \ INSTAUM UNM DR IP O MMAW L F�lR 6' UNDER nW OF M. EDGE OF PANEL FHSWED t r / /' . _ ,TUB If, p K 12 CaC, ROOF PAMM TO FACU If muclim VELOCtrY UP TO 155WH VUIV 1 CRM CATEGORYI EXPOSURE CATEGOPY, WERNAL 4 C ,a OPEN SWJ=RE OEM LOADS FOR SCREE DOES NOT EXCEED 9 PSF T. L. HANSOM lum. * Ends ur ' F T t2cimmuL.,rime 1, Code ConVIiance s, The product assembly described herein has demonstratod compliancewith the Florida Building Edition ( ), Section 1709.2. 2, Drawings: Drawinga. I. FL- 11 titled "EM Foam Core Composite Panels", Shoots I and 2 prep by Do Kim mid Associates, LLC., signed and scaled by Do Kim, P.E. , Testing Testing r ASTM E72-05 as perfonnod by Hunicane En&eerfirgTesting, Inc. (HIM), and reported in test report numbers T'I- -1 5 ; ETI- -21 , NETT- - 2HIM, T"I- -2 105, I "T - ld-2 7, TT 5- 1002, 'TI- 21 7, TT 5-1 7, E Tl &, 2 7 , T I- 71, HE TI 3. 1994, HETT-05. 199 1, HETI. -2072, NETT- 2 3, HE TI 2 7 , H TI- -1 , TT-05- 1989, E I 5- 1993, I T«1 5 , I °pl - , HE I- 1 , HETI 5- ' , HETI-Il - 37, E 'I- -2t12 , HETI- »2 } , T -2 30, H T"I- 3-2 1, HET1.05.2048, ETT- 5-2 3d, ETT-2t131, ETI-05.2 3 , 'TI- - , HETI- - €I , HETI-05-2042, , Calculations a, pitnel pefformance enginewing anodys s for tested loading conditions have been prepared based on comparative and/or rations analysis, prepared, and submitted by Do Kim. PX, 5, Miser a, Quality Assurance ement verified with Qu4fity Auditing -Institute, LM (QA1 Laboratories, LTD.) (FDC OrganizationU 7 )> , , Boa 10039 M857• 5$ Tamps, FL 33679 dkdo a* ° :t Sheet 2 of 3 00 Kim & ^48001AINC8, LLC 00HOULTIN8 STRUaTURAL 634GINUIX4 Florida Board of kakagers Catificate of AuthoriLi �'rodr+ct Evglu an Report Date: Aid 10, 2017 Report No,: FL# 7561-R4 Product Category: Roofing Product sub-catsgoryt Products ins hWuced as a Result of New Technology Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Tochnolo8y Parkway Coconut Cmek, FL 33073 Phone; $00-421-0682 This product evaluation report, issued by Do Kim and Associates. LLC and Do Kim, P.& for Elite Aluminum Cotpomflon is based on Florida Department of Hughtess and Professional Re'sulation Rule 61020.3,005 (2) Method 2 (b) of the State of Florida Product Approval, Re-evaluation of this product shall be re hired following pertinent Florida Building Code modifications or updates. Do Kim and Associates, LLC and Do Kim, P.E, do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the pmduct named herein, This product has been evaluated for use in locations adhering to the Florida Building Code, 601 Edition (FBC) and where pressure and deflection requirements, as detertrAned by Chapter 16 of the Florida Building Code, do not exceed the design pressures as shown on the approval. 'Y Do Kim, V.H. FL #49497 P.O. Box 10039 813.857-99$5 Tan,", FL 33679 dk@4okftwnginftda8,n0t Sheet I of 3 LLO ADSOCIATtrup OMMULTING 0TRUCTURAL ZNG1Nt60W8 1, Code Compliance a, The product assambly described herein has demonstrated compliance with the Florida Building CodeEdition { , Section 1709.2. 2. Large and stnall raissile impact resistance has NOT bm tested to or evaluated for in this approval, In HVHZ, this product shall be used in structures "not to be considered living as" per Section 1616 ess impact resistance In rd e to the HVHZ requirements t, 3, Hach product listed above shall be installed in strict compliance with its respective product Evaluation Docutowt and site -specific e4neoring along with all conVonents noted herein, , Use of ewh product shall be in strict accordance with its Produot Approval Evaluation and Limitations Use, , Composite panels shall be constructed sin type 3 3-H1 4 aluminum facings, 1 or 2 PCF AST"M C-578 Dypl4st Products LLC brand BPS foam insulation (NOA Nda 1 -112 adhere to aluminum facins with Ashland h ca 2020D ISO grip, Fabrication to be by Elite parcel products only in accordance with approved fabrication methods, . Elite roof panels maintain a UL 171 i t class W e) m0no and are NER-501 approved, 7. This specification has been desiped and shall be fabricated in accordance with the requirentents of the FBC, composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class interior finish, and Chapter 26 Section 2603, All local building code amendments shall be adhered to as roquired, , The desipar shall determine by accepted engineering practice the allowable bads for site sper,ific load conditions Woluchu load c r bl aticrts) trsin the data froni the allowable loads tables and spans in this approval, , Deflection firuits and allowable spans have been listoti to meet FBC including the HVHZ (/ ii for sp 12'-V d /1 0 for spans > 12'4), 10, All supporting lust structures shall be designed to resist all superimpose4 loads, 11, All components which are permanently instal!ed shall be protected against corrosion, contarnination, and other such damap. 12, Size and Span Limit4tions: a, Compositoptuiels shall be I#Wted to those specific parcels listed in the DWG. FL-1001, b, Panel spans shall not exceed those listed in the tables of DWO, FL-10011 !chit, Box 10039 _ 811857-9955 TwWa, FL 33679 dk@4okimenSinearing.nat Shoat 3 of 3 FATE PANEL SPAN TABLES: . Net itted to be muftiplied by 1.67 1 . 0 3 € C 100 -- E s LN—_e_..._._ MAHMMENEMM a 'f * I' AT Isom EPS ROOF SPAN DESCRAnXW xi 4 Yl l EVALUATIONPRDOUCT No 33% Increnee In allowable* n used In the design f this t, Large Missile Impact istame has NOT been demonstratedthis to This product e© Indicated.< .:»..: .:v as wind loads >>.::. m� »»?:t,2: Produl Evaluation 2 cement ®engineering d» c erIgInewing dravAng), a" with all components noted ihemin. The product components shall be of the material speclifled In the Product Evaluation Document (ie. .,.:g«!».a Use of this product shall be In strict accordance it the Product:c»ate. Documents engineering £:w«r:noted herein. other such damage at all times. This producthas NOT been designed . use within High Velocity Hurricane Zone :v outside 4 F 9 s tct ( t SPANOAWI AM M AH RLOMM BE 3 u iE VIGREOMM ON A LIM.�C� *;;=ALL 7wm-= I 13