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HomeMy WebLinkAbout22-3969City of Zepxwymnomwos 5335Eighth Stn*at Zephyrhi&o.FL33542 Phone: 0]13\78O-UO2O Issue Date: 04/22/2022 Name: CAROL PAULINE Permit Type: Add/Alter (Residential) I Class of Work: Add/Alter Residential Address: O812Stephens Path 0812Stephens Path Contractor: WINDOW WORLD TA Building Valuation: $7.728l0 Electrical Valuation: *OD0 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 Total Valuation: $7.728D8 Total Fees: $70.04 Amount Paid: $7814 Date Paid: 4/22/2022 10:27:37AM 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. PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOJ CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application 69 Fax-813-780-0021 Building Department I Date Received Phone Contact for Permitting -(813) 727-6072 1 0 JL A I Owner's Name Carol Pauline Owner Phone Numb Owner's Address 6812 Stephens Path . Zephyrbills, FI, 33542 Owner Phone Number I Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6812 Stephens Patti . Zephyrhills, FL 33542 LOT # SUBDIVISION STEP11EN'SGI,EN,1k' PARCEL ID# L 03-26-21-0160-00000-0350 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRADDIALT = SIGN DEMOLISH El INSTALL F-_1 REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL _J DESCRIPTION OF WORK Replace Size For Size 7 Window(s) - NON'-InipacL 10465.4, 9909.1% BUILDING SIZE I I SQ FOOTAGE = HEIGHT I _=1 L—e��BLIILDING $ 7 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W,R.E.C. =PLUMBING 1$ =MECHANICAL Is VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA = YES NO BUILDER COMPANY Windovv World orrampa Bay ;1094-4 1, 1 LLC SIGNATURE REGISTERED =/N FEE CURRENT Address 10741 Endem our WaN #C Seminole, FL 33777 License # ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURRENT Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURRENT Address License # MECHANICAL COMPANY SIGNATURE REGISTERED FEE CURRENT Address License # OTHER COMPANY SIGNATURE REGISTERED —I- Y INJ_ -FEE CURRENT ------ Address License # 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 & I 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, Storrnwater Plans wl Silt Fence installed Sanitary Facilities A 1 durnpster. 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 AIC Fences (Plot/Survey/Footage) Driveways -Not over Counter if ou'public roar ayd;.ndeds ROW INSTR#2022082033OR BK PG Page 1 of 1 04/11/2022 01:28 PM Rcpt: 2441693 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki AlvarezSowles, Esq., Pasco County Clerk & Comptroller Permit Number '. «• 1 Number NOTICEOF i State of Florida THIS AREA IS RESERVED FOR CIFRh, OF THE COURT CFRTI-CA7ON County of THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT, Itiescription of property (legal description): s' S/.err D� ?' e'/ af'S oS�•!1?. [— a) Street {job} Address: 2'General description of Improvements: RE15ACEMENTWIND WAND/OR REPLACEMENT DOOR INSTALLATION • . •. address:a) Name and • and address of fee simple titleholderdifferent Ownerlisted..., c) Interest in op OWNER Information a) Name and address: JOSEPH JOHN POGASH 2010 20TH AVENUE PARKWAY, INDIAN ROCKS EACH, FL 33785 5.Surety (if applicable, a copy of the payment bond is attached) a) Name and address: b) Telephone No.: c) Amount of Bond: 6. Lender a) Name and address: b) Telephone No.: _ NIA 7. Persons within the State of Florida designate 713.13 (1) (a) 7., Florida Statutes: Owner upon whom notices or a) Name and address: r% ]A b) Telephone No.: I — _ ^�^T Fax No.: (optional) 8.a.in addition to himself or herself, Owner designates to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. may be served as provided by Section 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 be 1 , from the d.,., of •. ardi • unless . different date is specified): 2! WARNING TO 1WNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FORMPR• • • ..:i. i.. is COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST INSPECTION.! :i TO OBTAIN FINANCING, CONSULTYOUR LENDER OR AN ATTORNEY BEFORE COMMWING WORK OR RECORDjN.6 YOUR NOTICE OF COMMENCEMENT. Under penalty of pedury, I d/cla;b that I have read the for oing n tice of commencement and that th f cts stated therein are true to the best of my knowledge and belief. E'ia (Signature of Owner or 1.6s6e, or Owners o—r Cessee'Mthorizdd i .- MandOffice) The foregoing • •►-• before me this y •.. of y+f F 22 by a i,as• pe of authooty,trustee, for SELF as (Name of Person) (type of authority e.g. officer, trustee, attorney in fact) for (name of party on behaff of whom instrument was executed). Personally Known F� Produced i 0 Type of ID DRIVER'S LICENSE Notary Signature Printiname THOWS AA • Commisalort _ KH 097554 8M,386-1019 STATE OF FLORIDA, COUNTY OF PASCO THIS |5TOCEfRT|FYTHAT THE FOREGOING |SA TRUEAND CORRECT COPY OFTHED0ICUK0ENT 0NFILE DROrPUBLIC RECORDiNTH|SOFFICE WITNESS MY HAND AND EA Try I Window and Sliding ramFaPatio Door Contract Sawf'&e# me isewr d'" �.'_'ew Showroom 10741 Endeavour Way #C. FL Contracors License# SCC13 1151663 Location; SemiWe, FL 3S777 1.866.W1ND.189 (866-946-3189) (;a 4s.4t& bi Qj 41V Qa 16 "eu rnane ory ANT TOTAL OTY AMT 171 Half Screen $to ESP Double Hung - (Up To 114 Wj Full Screen $22 8400 DH Weldl Weld 8401 $316 Double Locks (> 30- wide) $9 ESP 7700 DH WefdA'Veld 7701 $255 Argon Gas $21 ESP 3000 DH Weld/Weld 3001 $255 Foam Insulation Wrap $12 ESP ALL D..bW Hong > 114 U Add $40 Dp Rated Glow N/G INC, Other Styles Model 0 Beige or Tan or Clay \Anyt Color $52 Picture ft To 114 uq $369 Wood Grain - Inside Surface $148 Picture (' 114 V'Ij S"s $243 2 Life Slider - (Lip To 114 u.j.) $359 Low-E Elite Glen (App -,21) $W ESP 2 Lite Slider - (I 15 To 136 U 1.) $4J9 Tempered Glass Per Sq Ft. AN47iwMis $18 VIq 2 Lite Slider, (> 13s u.i.) $509 0— Obscure Glass Sq, Ft, ( Rain /STD) $g Casement I Awning $429 Tinted - Grey or Bronze Sq. Ft. $9 3 Lite Shear - (up To 114 u,j) $wo Colonial / Contoured Grids $61 3 Lite Slider - (i I S To I 3a uj.) $580 OfielilDotlage Style 60140 $26 3 into Slider - (> iss u.i.) $650 > Energy Star Pack - ESP $99 $400 Series Vpcharge - Add $60 AMTM TOTAL 8403 & 8409 > 127 ill - Add $60 2-1-he Slider Inst, > 114 UU.I.ADD $40 Single Hung Special Shape 07HP T $599 Remove Steel Window $50 3-Lite Slider Inst. ADD Installation - Standard Recess Opening Install Custom hVExt Trim $60 $150 $ 50 $40 Speclafty Windows Additional Story Charge - Per Floor $10 Q1" wnnoAa61~ - Tyiss V.4190 U11 TOTAL Install Exterior Capping $125 Bay Window Finish & Trim Header Flashing (Requited For Siding) $300 $12 Repair Sill OR Jamb Per Ft. $25 Structural MiAllon for multi -unit $90 Replace Interior Marble Sill $110 Replace Exterior CasCrete Sill M Install pocket Door $8W Maintanance Agreement - tol'Windows Window World continues to maintain the Good Viou%keeping seat of approval, and all our windows; are Gold labal certified, ensuring I I our window systems are of the highest quality- Ail of our windows have Double Strength Class and DP rated glass. PRE 1978 BUILT HOMES (Fede, jav� My Home Was Built In The The buyers responsible fon, SerttriN,identifyinitand completingall HOA and Sub division rules, requirements, and applications. . Removal and re-instaffation of any existing secontv system, burglar bars, A/C units, ,window coverings, and/or obst,octions prior to Instakatiotr Law) OTY Marrof I Modef 0 PRmbuTracJ,. ANT TOTAL LOZ9 Elite Glass ­w/Arqon Per Pami Grids - Patio Door Per Panel $W Beilgiig - Patio Door Per Panel $75 CutBack Concrete Slab Per Door MO Sliding Door Frame Installation $250 Panel Installation Add - PP $85 8'Tall Panel Installation Add - PP $25 Exterior Color Per DOOR $448 Window World agrees to install windows and doors as noted above and on the attached order form and to perform other services as specified above for the price quoted on this form. No other promises, expressed or Implied, are made except those expressed In writing on this agreement. Additional charges, for removing Item are at the foftoymg rates: A/C Unit-$50" r -S75im", ; Furlt"V'e' If W d2c's lepai counsel to enforce ate 'uriamsmards Slu/11.m; sbullers-$50 enh. ciblig= this contract, Customer agrees to INITIALS pay reasonable Atorneys fees and tots. SEMNEEM Emp, # Estimator Date You the buyer may cancel this transaction at any time prior to midnighf tilthe third business day after the date ofthis transaction. Notice of cancellation must be in writing postmarked no later than midnight of the following 4h1rd business day, I IALS- NIT Total List Price $ Y Trip Charge and Administrative / Site Setup Fee $ 100 Lift / Crane - $800 to $1800 & Scaffold - $600 Per Day $ Permit Acquisition, Processing, & Balance Cover Instaft Fees $ Total Amount $ EI�E CK# Custom Order Deposit 50% $ Balance Paid to installer upon Completion $ Amount Financed $ Round Up 11 'Ibate to St. Jude 3 — — — FxP _x Wc DISC —0.1, Sac, end, Owner Date 1P1 .1 T­ O8YU CtlWa K_ 'a'. Vo.0 rt vockm'F Owner Date �■min =Mnun IM IM =MIN I certify the sa losperson has explained and each and every abbreviation, t.,-, end d page, to my full core ate understanding Including how each and led acoessorized, and warraolod� IWNER DATE' j White Copy - s Yellow Gop9 - Customer PAGE _ OF -- Comments Archived Product Manufacturer Associated Materials Inc. Address/Phone/Emait 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-21G8 rickM-� r w b l d gc o n su I to n ts. co m Authorized Signature Vivian Wright rickw@rwbidgconsLittants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung 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 developers the Lyndon R Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated 6y Ryan J, king, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standard Certifier! By Sections from the Grade $t n4ALO AAMA/WDMA/CSAY01/I.S.2/A440 AAMA/WG MA/CSA 101/I,S.2/A440 ASTM E1886 ASTM E1996 Florida Licensed Professional Engineer or Architect Year 2011 2008 2005 2012 https.11floridat)uiiding.orgfprlpS app_.dtl.aspx2param=vat.'EVXQvvttaqudsDrIH6148%2flEmif KY%2bvSW8MV%2fvsYat7OAaOyOttKpA%3d%3d 1/3 3/1312021 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Nlj= FL # Model, Number or Name 10465.1 a. Model 0100 Method I Option D 09126/2020 09/28/2020 10/09/2020 12/15/2020 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ., Yes impact Resistant: No Design Pressure: N/A Other- This Product is No Longer Offered by Associated Materials, Inc. See [R-11]10465,1 - 2017 FBC version for Historical Documents regarding this Approval. 10465.2 1 b. Model 01HP E�, 2 Extruded PVC Single Hung Window with Nailing Fin "Non - Impact" . . . .......... ___ .... . ...... . Installation Instructions Verified By: Lyndon F. Schmidt, RE. 43406 Created by Independent Third Party.- Yes Evaluation Reports 4- L — , j pr Created by Independent Third Party: Yes Extruded PVC Single Hung Window with Nailing Fin "Non - Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ., Yes VerMed By: Lyndon F. Schmidt, RE, 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 10465.2 for Design Pressure Ratings, any fLSa4F' Z additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 10465.3 1 c. Model 0700 Extruded PVC Single Hung Window - "Non -Impact" Limits of Use Installation Instructions Approved for use in KVHZ, No P, A Approved for use outside HVHZ, Yes Verified By: Lyndon P< Schmidt, RE. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other, See INST 10465.3 for Design Pressure Ratings, any 1 LL additional use limitations, installation instructions and product Created by Independent T hird Party: Yes particulars, 10465.4 d. Model 07HP Extruded PVC Single Hung Window - utilizes Sill Extender "Nana Impact" Limits of Use Installation Instructions Approved for use in HVHZ* No LQ4(,5_R14 JL_(t)jn�,j�. 1 Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant., No Created by independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other, See INST 10465.4 for Design Pressure Ratings, any fFL-19451 additional use limitations, installation instructions and product l Created by Independent Third Party: Yes particulars, 10465.5 ` e. Model 3100 Extruded PVC Single Hung Window with Nailing Fin "Non - Impact" Limits of Use I Installation Instructions Approved for use in HVHZ: No L-1 5 JE, 1, E "A Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No 1 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10465.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 10465,6 it Model31G0 Extruded PVC Single Hung Window - "Non -Impact' Limits of Use 1 Installation Instructions Approved for use In HVHZ: No FLI - _16 R1 1, 1 e,) Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant, Na Created by Independent Third Party; Yes Design Pressure.- N/A Evaluation Reports Other; See INST 10465.6 for Design Pressure Ratings, any AE Created by Independent Third Party: Yes https:l,lfloridabuilding.org/pripr_appjtl.aspx?param=wGEVXQwtDqudsDrIH6148*`/`2tlEmifRKY%2bSW8MV*/`2fvsYat7OAaOyOttKpA�/�3d°/�3d 2/3 3/13/2021 Florida Building Code Oniine additional use limitations, installation instructions and product particulars, 10465.7 g, Model 3100 "High Performance Impact Window" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes [resign Pressure: N/A Other, Note R Window does not meet requirements for use in „Wind Zane 4" (basic wind speed greater than 140 mph) as defined in ASTM E1996-02. See INST 10465.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 10465.8 h. Model 3100 "Nigh Performance Impact Window" Limits of Use Approved for use in HV Z No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Note - Window dads not meet requirements for use in „Wind Zone 4" (basic wind speed greater than 140 mph) as defined in A5 T M E1996-02, See Inst 10465.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 10465.9 I €. Model 03AO / 03SO "ST" Extruded PVC Single Hung Window - "Impact" Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party. Yes Evaluation Reports Created by independent Third Party: Yes Extruded PVC Single Hung Window with Nailing Fire "Impact" Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party. yes E£^v�aluation Reports Xl Created by Independent Third Party: Yes Extruded Vinyl Single Hung „Replacement" Window - "Non - Impact' Limits of Use Installation Instructions Approved for use in HVHZ: No 1C rIt S Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Miter: See INST 10465,9 for Design Pressure Ratings, any additional use limitations, installation instructions and product i Created by independent Third Party: Yes particulars, ' 04fi5.10 Model 03AO / 03SO "ST" Extruded Vinyl Single Hung "New Construction" (Nall Fin) Window Q "Non -Impact" Limits of Use Installation Instructions Approved for use in HVHZ. No <w w1 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: yes Design Pressure: N/A ; Evaluation Reports Other- See INST 10465.10 for Consign Pressure Ratings, any I f� f _ 0{ 1 additional use limitations, installation instructions and product ; Created by Independent Third Party, yes particulars. !; :: ZfiC� [aar . r.. e K,oa 7a: s e FL 32 4Pharve: SS a87-k 2.9 The State of Merida is an AA FEE employer: ,CQpy gtL2 rSR' Pa under Florida low, email addresses are puisbc records, if you do € of want your e-mail address released in response to a public -records request do not send electronic: nma4 to tees ent€ty. Instead, contact the office by phone or by traditional mail, if you have any questions, please contact .850. 7.1395, *Pursuant to Suction 45.5.275(E), rksrida 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 emMs provided may be used for official communication vwtt, the hcenc¢ee, Ho.vev€.r email addresses are public record. If you do not wish to supply a personal address, please provide line Department with an email address which can be made available to the public. To determine if you are ra licensee under Charter 455, KS., please click Lere . Product Approval Accepts: u:' aL.Ash. Credit Card Safe https:llforidabuilding.orgfprlpr_app dtl.aspx?param GEVXQwtDqudsDrIH6[48%2f EmifiltC4`%2bSW8MV%2fvsYat7OAaOy€IttKpA%3d%3d 313 ASSOCIATED MATERIALS € N C 0 R P 0 P A T F 0 3773 STATE ROAD CUYAHOGA FALLS, Olt 44223 t>EMER,fiL NOTES 1, This product has been evaluated and is in compliance with the 7th Edition (2+220) Florida Building Cade (FOCI structural requirements excluding the "High Velocity Hurricane Zone", 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing c, stucco. 3, when used in areas requiring wind borne debris protection this product must be protected with on Impact resh1crit covering 'hot complies with F8C` Sections 1609.1.2 & R301 2. i 2. 4, Site conditions that de,,ate from the details of this drawing require further engineering analysis by o licensed engineer or registered architect, SEE CHART FOR. OVERALL FRAME WIDTH 'r li v�ILa > t` f1 n OVERALL FRAME DIMENSION OVERALL (0) D.w, DIMENSION OVERALL M 61,01 DIMENSION CLASS TYPE sash Lock Reinforcements Lack Stash Rraii Stiles DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 44,0" x 60,9" 41 Ar x 27Z 39ff' x 27,5" Gt 2 Yes Yes +4 .O -45.0 36,a' x 72.0" 33,0° x 33.0" 310 x 33.5" Gt 2 Yes Yes +45.0 -45.0 36. xa.t` 520 x 61.0" 33.0"` x 27".�" 49.4" x 27,5" xr. 47,(y x 23,0" G1 a 2 Yes Yes Yes Yes +55. +35.0 -35.0 4(La' x 96 0" 520 x77_9' 37.0" x 45ff 49,0' x 35,5"` 35.0" x 45.5" 47,Ct`" x 3s�<0'" Gt G1 2 2 Yes Yes Yes Yes +30,0 +25.0 -30.ti -2&0 48.0„ x 34.U' 45:.9' x 390' 43.0" x 39.5" GI 2 Yes Yes +25.0 -25,O 52_TR"° x 'T,t7 49,0"" x 35 § 47.v" x 3t .tT C i T Yes Yes +2d),� -2�.� 13 c. Err: LFS F,l 0465A XT� 1. OF ¢ }1 6. `d L"--`f Y Spppry yy Yj C A. 47 py �5 9i. Gam. {4p 12 v-� Wa 2 EXTERIOR INTERIOR a all m ' j /n INTERIORbw f 4 I- ` r !,T .. , / wa RR m t� EYTEWR � _ c w & LFS �} 4�C?�tfA�� t7S5SECTitCi�1 '��Z 1 Fvhc35f5tNy Gt.)fiSi(L+CHgtt �? HORIZGlN-ALC sSSECaION M�'iSt7t'Ny »w s_ �_,__,°1 '1 77C�4�R 5s5 _�C�d_ Nr SRnry ComtnIctioh FL-7ta4s5.4 chi c£%t3#niC##i0n. I Ile Wki ORIZOtffl CROSS SECTION 37MASOWy O"ST C"Oi4 LN-TEROR 9 LTEEX—)p 112MAMAX.. IMA fTYPI) /'-2-"\ HO L CROSS SECTION MASONRY CONSYRUCTION MRjl AP CROSS SECTION 1-3-/ ikmsowy Eo-Rs-,iu-50-N, w fit N.T.S. pp !� LF� __ wrm FL-10465,4 n 3 OF 9 IS d +L a%N%'%ttJK T_ —Y i 3 ? ffi Z {'✓rij�ti''��i `°s� m� err', { , z �r EKTERlOR � � t � r Lr� ic�R 4 / l LNTERPR \ ;x iE 10, It 6K 0 W ii'Nu".. 6Y (,F, LFS _ � NOTE: Sfseof Mold 5cre must t orxavr�x; rxf rc d{3';ZCitai&' � Lisa i itt2N f{Q tl+.��T _ 9Q.j SECnON sfr, «ss r t Y 3 ttc"aiitC4i Rt S5 E iii? t . Ft - a ss a rt Sies sfie carsfrc ca cn 4 Steel stud rx r fn tx r i t edge fie, Steel stud comtructi rrs +scr 4 nr y ta�yat4 J tr to r IJGI '� I male PTLERIOR INtERIOR A if GI IriitERIOR w w t FOA ins i !t SCALE, S. P ERIOR cuce. g : LFS tfC11C�43i1f� C SECROSECRON HORkit' NULL C OSS SEC71ON s V OCAI S .S CTIO !_ � o465 €W.a Wood stud constwfloa Woad stud eo trucPun or3 �h t3 Go achucti M__ d it gym vp$ 1 Q fl V. a a � cti U b C chi 1 I14'i z x (may } `& PiV_R_LVBtfn„8rkii.f.NL%.Sd.VIY_, i %U3 (� Masonry A f _ _ fvi — / 14 Ix Gl Y y a t'.. z 1 HORIZONTALCiitiht Sf�tiF�IFd � � "y CROSS SECTION ( Shown wt i sub taut VERiPC L � " � p stj v N.rs. L3f&. 8i; f P' j 0mi'm Ni1.; 0 M 4D �% Fx SASH c x-_ -.its _ r >rrru st o .S« p 2X BUCK 2{ flt CK z FRAME - � MILTING tiA(L t MEETING RAIL � MASONRY � MASONRY OPEWNG - rc OPENING w wi ss: f` cn ai 6 0� is T'o, �. .,.._...._..... .. yffy.. 4fiw in BUCK AtdCHORING 2X FRAA ffi;tCi3 Masonry Cvonsiruction w v G �2 cu L�lW t '> Ct7hfCRETE AAtC}fdJR PdC3iES: � w '�` �> I, Concrete anchcrtocolions at the comers may be rrrfusted to maintain the min. 2 P edge distance to mortar joints, � 2. Concrete anchor Tocc honss notedas "MAX ON C,ENTEr must be cad{{cssted to maintain the miry. edge distance to mortarMnts, additional concrete anchors may be required to ent me the MAX. ON CENTER" d manslon are not exceeded. 3. Concrete anchor table,, AAiCHt�k AAiCIfC3R MIN. c m "0 x C4.7E; Q$ I1 t7it DeWALT SCkc N,T, S. YdQQii SCREW INSTALLATION PQTfES esa�, irl LFF a>ramac aa�., 1. Mointoln a minimum .5j&^ edge distance; T"end distance, & I"o c. spacing of Fa.— P 0463.4 wooed screws Itr prever+t the giittting crt woad. saves i c� 3.M t�4tta1. CLEARAtVCE dNi, �t>;kfiANE TYPE $iF� EMBEL1�AEhtT TO ASi?NRY 7i3 adi8lACa~tJT,' EDGE ANCHCiR IT'N rr TAPC€�N i 4" / l •1 /�" 2" UGTRACC?fJ & „x cs d 2X WOOD STUD FRAMING OR STEEL STUD FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD. 5 el it 'I✓jf�*r# f 1y. y t$ .�Ylsy�*` .M1S Oz v mpg z'. I BUCK ✓ � �a f` H WOOD STUD D€RECTTO z MASONRY iz STFE1_ STUD �a Tp, � � z IX BUCK TYF', FRAME MEETING RAIL } gA MEETING RAIL MASONRY OPENING l u` r � u a _ Z 0 x FRAME fIX Ruckand Direct kotvlosrmryj 2): Wocd & Steel Slud e r c Co sf uctir € .� iti conc 9,. Ctu4creta cuu;rta sat €no comat� mpy as odxr NW 10 moinfakr the Wn. edge Kflwonca fd moretriom a, '9 2, Conaoto, anchevka bons noted of °MAX, ON CrWERIm o bn odfiw d to ffxeofakf ow a*, *do& Ct,� to moHartatnt, adC ft—''ar commle =ftm m cOY be re<?A&ed ka ercw,re the "MAX ON not excW dad- 3, Concrefe oncho, takrks: ru wy *r 3ar G U2 Ct8 scams N 7 S LFS V6L7L3fJ SCREi1' PdS9AlL t8iC7N Pf:#T„ES :.t. Prtz'zir c:afitfmwr. Gr'2°add d�Fer t., S" �neE d&iane�: & i `ct.c. Spae`H+g of FL- 7 0465, 4- wood scm,xv to Arnvenf the gwfinp of wood. srua:r 8 �' 9 ANCMC��. ANx.id[3� MIN, JAW C$kARdt+XGE AiNi; C%t ��AN�� -:.7YC£ SiiE' £A4HESiMEldY Piz MASONRY ZU�AD1e4CENi iiSGE ,. ,SILL OF MATERIALS lym- DESCMWH MATERIAL 2X BUCKIFAPfiIt IG [& RG >-fl. 2 _WOOD t � � � c` 4 S I BUCK (SG >= PAC WOOD 1/ 4" MAX. SHIM SPACE Lam MASONRY 3 PSI MIN! CONCRETE CONFORMING TO ACt p OR HOLLOW BLOCK CONFORMING TO ASTM C93 CONCRETE E H8 X 2 PFH WJC}C3p5CREW t«114 t41N. RN4BEC}MENT� STa _ '°+rrr�Es F I /4" X 2-514 DeWALT PH4 CONCRETE SCREW STEEL SASH-S7diE*a c z o t/4" x L14' nv� PFN CON CRETE SCREW _ _ STEEL T MAW FR"AMI $ �� � N T j4" X 2-314" 1TW PfN CONCRETE SCREW STEEL ntl K f# I0 PFH Sr'1..F-DRiLUNG SMS _ STEEL Y STEEL STUD Min. Thk .CS33�AO GRAC3E�33 Min, Fu=45 Ks Alin 4:293 � � l I MAIN FRAME ,IAMB __ _ _ PVC � t.427' � � a 2 MAIN TAME SILL'C _._.. ( 48T 3 MAIN FRAME HE—AD'PYC 4 SASH - LOCK RAjL* PVC = ( G#7 k 5 FIXED RAIL* PVC � � �� 4.OGi - i� { � .-.W 4.27' 6 SASH BOTTOM RAIL* _._ P z 7 GL AIF# BEAIDn PVC i r Y AiiATes —2.9it9 GiAZ}iY�D 8 SASH -STILES* P� _ _. GLAZIi iG SPAC ER STEEL 1 ;—MAfkFRAME iH GLAZING TAPE- DOUBLE SIDE ADHESIVE IOA SETTING BLOCK BLOCK TT1 T�T�CS __ _ PCLYMER _ 12 MECALCAMLOCKANffiER �a STEEL - 2 73 RECh1FC?RCEAnENT #UY{X3i SiEEi {{ I4 SILLADAPTO _ PiiC I._ STILE REINFORCEMENT- #IUY0093 _ m _STEEL 'THE APPROVED WRFtE RI&D PVC WERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY �� EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". tUl � p jltiioPGSidEtd7 [ i5 �"`� I3 RFIttfGR�Eh4titi � o-' L4$1' sa, 3f4" THICK GLASS 3 ktRtA7 Pi€A#AE i.d32 a u> R �10 TJB" ANNEALED 0.539' P-1 r _..... AIRSPACE tr 15 z ( 6JXEk JWL o aara: 9 L 2 £ E NIT,S. 1/8" ANNEALED nvc, a Tt SaTSN i R Ii b SA3H-b M lwt CIO, ar F GT GLAZINGW.AIL ¢ okw , FL- 104B5.4 � srskr . a 9' Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P,O, Box 230 Vairico, Fl, 33595 Phone 811639,9197 Florida Surd ofProfessional Eriginmrs RtgIsRry License No, 9913 Product Sub Category Manufacturer Product Name Category Associated Materials In w Model 07HP Window Single Hung 3773 State Read Single Hung Window Cuyahoga Fails, OH 44223 "Non -impact*' Phone 330.922.2108 Scope. Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID ## 1998) for Associated Materials Inc., fused on Rule Chapter No. 61 4-3, Method 1 D of the ;fate of Florida Product Approval, Dept, of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, 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 product named herein. Limitations: 1, This product has been evaluated and is in compliance with the 71h Edition (2020) Florida Building Cede structural requirements excluding the "high Velocity Hurricane Zone", . Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1,2 & R301.2.1. , 4, Site conditions that deviate from the details of drawing FL-1 I465,4 require further engineering analysis by a licensed engineer or registered architect, 5, See drawing FL-10465.4 for size and design pressure limitations. Supporting Documents: 1, Vest Re art € o. Test Standard Testlrt 1~alaintratta �i red b ATt 17599S. I-5ti1-47 AAM DMAICSA1fl111,S,21A440-08 Architectural Testing, Inc. Lynn George . tr Win i ca. Pie tired b Si ned & Sealed bv No, FL-10465A RW Building Consultants, Inc. (##981) Lyndon F. Schmidt, P,R. L ec is Hanle Log In I user Registration Hot Topics I Submit Surcharge stats M rac_ts dbProduct Approval ilSER: Fulslic L;Ser 77 ? .e.._.::f'.YI 4 Appitrat€on Detail FL # FL9909-R16Ic `? Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Associated Materials Inc, Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 riekwOrwbidgconsultants, corn Authorized Signature Marsh Fernbaugh rickvv@rwbidgconsultants.com Technical Representative Add ress/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardeopy Received Florida Engineer or Architect Name who developed the Lyndon F Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By Ryan 3, King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence L—U-1 ? : "<._. i fifes° `_.' £', PIt Referenced Standard and Year (of Standards AAMA/WDMA/CSA101/I.S.2/A440 2008 AAPMA,/WDMAjCSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E 1886 2013 ASTM E1996 2017 ASTM E1996 2014 ASTM E1996 2012 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect fP TK2 r1l .lx^{w it hops:ti'foridabuilding.orgJpr/pr app_dti.aspx?param--wGEVXQwtDgs€r1Kf°/a2fdNgOBBG481msPpzMVOOGr2yRnOTwwVVbj8RXYtQwafa3d°/*3d 1i6 1 M2021 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page a FL # Model, Number or Name 9909,1 a. Model 0104 Method I Option D 09126/2020 09/28/2020 10/09/2020 12/15/2020 0 0 Page I / 2 0 0 Description 1-111111.11 1 1 ­­­", 11 .......... Extruded PVC "Non -Impact" Fixed Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No Q �1'5 � I L 115t,2 —— Approved for use outside HVHZ- Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant- No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, See INST 9909.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 9909.2 ! ti. Model 0170 Extruded PVC "Non -Impact" Fixed Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ. No Approved for use outside HVHZ* Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Patty: Yes Design Pressure., N/A Evaluation Reports Other: See INST 9909,2 for Design Pressure Ratings, any i, �_!,�5_,AE (s ) iai_j _ct 6 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 99093 , c. Model L204 Extruded PVC 'Non -Impact" Fixed Window Limits of Use I Installation Instructions Approved for use In HVHZ. No Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No t Created by Independent Third Party: Yes Design Pressure* N/A Evaluation Reports Other: See INST 9909.3 for Design Pressure Ratings, any i Ei_j%) (L,LE�,,, 1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 9909A d. Model 0504 Extruded PVC "Non -Impact" Fixed Window Limits of Use Installation Instructions Approved for use In HVHZ. No 6 I' ',, in A Approved for use outside HVHZ. Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. See INST 9909.4 for Design Pressure Ratings, any I F i Fad E ` -q v 9_Q additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 9909,5 i e. Model 0604 Extruded PVC "Non -Impact" Fixed Window Limits of Use Installation Instructions Approved for use In HVHZ. No f1011 � I Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant- No i Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: See INST 9909.5 for Design Pressure Ratings, ELany? "JE-l1LU�FAE 0-0 ual additional use limitations, installation instructions and product j Created by Independent Third Party: Yes particulars, 9909.6 f, Model 0614 Extruded PVC "Non -Impact" Fixed Window Limits of Use Installation Instructions Approved for use In HVHZ.- No 922A, zfff Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant- No Created by Independent Third Party; Yes Design Pressure: N/A I Evaluation Reports Other: See INST 9909.6 for Design Pressure Ratings, any https://floridabuilding.org/pr+'perapp NqOB8G481msPpzMVOOGr2yRnOTwwWbiBRXYIQw%3d%3d 215 __Otl,aspx?param=wGEVXQwtDqsmKfI/o2fx 1 a/2021 Florida Building Code Online additional use limitations, installation instructions and product i_FL14,222 particulars. Created by Independent Third Party: Yes 9909.7 g. Model 0704 Extruded PVC "Non -Impact" Fixed Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No _r, IL, _E m-11 Approved for use outside HVHZ.* Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9909.7 for Design Pressure Ratings, any i -� ),.-? -7,,,j LAE _ , j� - 1 Party: use limitations, installation instructions and product Created by Independent Third Party- Yes particulars, 9909.8 : h. Model 0970 Extruded PVC "Non -Impact" Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ.- Na Approved for use outside HVHZ-. Yes IVerified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. See INST 9909.8 for Design Pressure Ratings, any EL 23, additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 9909.9 1 1, Model 8014 Extruded PVC 'Non -Impact" Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ.- Yes Verified By: Lyndon F, Schmidt, RE, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other. See INST 9909,9 for Design Pressure Ratings, any F1 14v _y2,j additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 9909.10 I, Model 9014 Extruded PVC "Non -Impact" Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ; No F1 _990!j3_Uf _j! Approved for use outside HVHZ- Yes Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant., No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9909,10 for Design Pressure Ratings, any Phi,., &-,'c I Ey 9( 11 j Q ut additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. 9909A1 1 k, Model 3104 Extruded PVC "Non -Impact" Fixed Window Limits of Use Installation Instructions Approved for use In HVHZ. Na Approved for use outside HVHZ.* Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports Other, See INST 9909,11 for Design Pressure Ratings, any fi�91�09 __&L5 _AE1 F _Vai __')2Q9L1,LP1f additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. 9909,12 L Model 3104 Extruded PVC "Non -Impact" Fixed Window with Nailing Fin Limits of Use installation instructions Approved for use In HVHZ: No ELTE09-RIL _111 (c) ,s1400 ' 2 p Approved for use outside HVHZ- Yes Verified By, Lyndon F Schmidt, P.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 9909,12 for Design Pressure Ratings, any 1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 9909.13 m. Model 3104 Extruded PVC "Impact" Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By; Lyndon F. Schmidt, RE. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 9909,13 for Design Pressure Ratings, any additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. 9909,14 n, Model 3104 Extruded PVC "impact" Fixed Window with Nailing Fin . .... . .... Limits of Use Installation Instructions Approved for use In HVHZ- No 14 f https:/ifforidabuilding.org/pr/pr_app_�dti.aspx?param=wGEVXQwtDqsmKf*/o2fxNqOB8G481 msPpzMVOOGr2yRnOTwwWbj8RXY[Qw%3d%3d 3/5 1/7/2021 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant:. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9909,14 for Design Pressure Ratings, any R9k additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 9909,15 i o, Model "i" 204 Extruded PVC. "Non -Impact" Fixed Window Limits of Use i Installation Instructions Approved for use in HVHZ: No L a Pis^ ry: i, 7n , Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design pressures N/A Evaluation Reports Other: See INST 9909.15 for Design Pressure Ratings, any additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 9909,16 1 p. Model "l" 204 Extruded PVC "Impact" Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Verified By: Lyndon F, Schmidt, F.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 9909,16 for Design Pressure Ratings, any nr { � a �� t: •:.L ai �%.` �,„�f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 9909.17 q. Model "i" 970 Extruded PVC "Non -Impact" Fixed Window Limits of Use I Installation Instructions Approved for use in HVHZ. No ELL' jC Approved for use outside HVHZ: Yes Verified 6y: Lyndon F: Schmidt, €'.E, 43409 Impact Resistant: Na Created by Independent Third Party: Yes Design Pressure: NIA € Evaluation Reports Others See INST 9909.17 for Design Pressure Ratings, any r , 9t 2JIL1 A . lS z E iE 1 ldlr additional use limitations, installation instructions and product i` Created by Independent Third Party: Yes particulars. 9909,98 r. Model "i" 970 Extruded PVC "Impact" Fixed Window Limits of Use Installation Instructions Approved for use in HVHZs No FL e y tz ,c ri .j_Ir, t 3 3Q9 1 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9909,18 for Design Pressure Ratings, any nr £ ice`r ,,I, a € _ If additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 9909,19 s. Model 3004/ 3804 / 3A04 / 03A4 Extruded PVC Fixed "Replacement" Window - "Non -Impact" J 0354 Limits of Use Installation Instructions Approved for use in HVHZ. No tie# .,... 6 , kQ rt 2+e�� l -f, Approved for use outside HVHZ, Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 9909.29 for Design Pressure Ratings, any 1"L93si: i ?t ', ice` .?S t' additional use limitations, installation instructions and produce Created by Independent Third Party: Yes particulars. 9909,20 t. Model 3004 / 3A04 / 03A4 / 0354 i Extruded PVC Fixed "New Construction" (Nail Fin) Window - "Non -Impact" Limits of Use 1 Installation Instructions Approved for use in HVHZ., No a, 1 ,r,19 R16 JJJ'_Lzf ; 2 3 " =f Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant., No Created by Independent Third Party: Yes Design Pressure: N/A ; Evaluation Reports Other: See INST 9909,20 for Design Pressure Ratings, any pf additional use limitations, installation instructions and product Created by Independent Third Party. Yes particulars, Go to Page Page i / 2.,- Q •t£SS...i s Z: f t ., e, d' s t?L. P_ 3U92 E t 8 �:.�.A The Stan, of Rorida rs in AA/EEO eemptoyer, ,y(h i Z,' Le f F! f a :: tPr4v Y 4 m t :, f�-CPSsibtltiV S'f�,Yem nt :: R fisrs risen https://fioridabuilding_org/pr/pr app_dti.aspx?param=wGEVXQwtDgsmKf°%2fxNgOB8G481msPpzMVQ0 r2yRnOTwwWbj8RXYlQw%3d%3d 4/5 1 /7/2021 Florida Building Cade Online Under Florida taw, email addresses are public rcccrds. Ifyou do not want your e-mail address released in response to a public,ecords resttmst, dos not send efectronla: mail to this entity. instead, contact the office by phone or by traditional mail, if yoc nave any questions, please contact $50,487.1395. -Pursuant to Section 455<275f11, Florida Statutes, effective October 1, 2012, licensees licensed order Chapter 455, R S, mist provide. the Department With an email address if they have one. The emaiis provided may be used for official communication with the licensee, However emait addresses are public reccrr.7. If you do not wish to supply a personal address, please provide the Department with an email, address whom can be made available to ripe public, To Oeberrome if you are a Ifc-ensoe under Chapter 455, F S., please click Wre. product Approval Accepts-, Credit Card safe laths:llfloridabuilding,orglprlpr_app_dtl.espx?param-wGEVXQ tDgsmKf°lo2 gOB8 481msPpzMVOOGr2yRnOTWWWbj8RXY!Q°lo3d%3d 5f5 ASSOCIATED MATERIALS 3 C 0 R P Ca R A T F 0 3773 STATE ROAD UYAHOOA FALLS, OH 44223 GENERAL NOTES 1, This product has been evaluated and is in compliance with the 7th Edition (2020) Flodda Building Code (FBC) structural requirements excluding the "tiigh Velocity Hurricane Zone" (HVNZj. 2, Product anchors shall be as listed and spaced as shown an details. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. When used in cared requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609,1.2 & R301,2,12 C Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE Of CONTENTS SfiE6i� etESCk1PRG1Aa m_________W yjxccl efev,a' f �r s d&$ r p e surn & r �gerai rotm 2 4 ftftntral aoss se0om _ X frame ancha° End _ _ _. Buck&fFacerc€ W _ S 5 . Buck & tmrne rsrscttn� 6t �t mute aTs anti dstc rind components 96' CIV AU, FPAME WIDTH _..... ... _. . _----- I i l ' .l :j ff W < N I« I' t: jjl f F6XT5"PRs LSHWN €3 eniutlon Horizontal or Vedicd AX. h FIN DIMENSION MAX. FRAME D[AdEPdS9iiN ft9 AX DLMEhISfLiN ia$S TYPE bE31GH PRESSURE fPS� ANCHORING OFTA#C Pol NEG. 123.25" X 63.25" 124.T X 60,0' t 14.75° X 54.75" +30.0 -30.0 SEE 5ti£Ei k 99 i5'" X 78.25' 46 W X 75 0" ",75" X 69 7s' Gt +20.A 30,0 SEES SHEEiS 7ur X 752V 72,1rX 72 (r 46.76' X 66.75" +35.0 -40.0 � -54 _. SEE SHEET 3 63.251 X 63, ' 40,ir X 60.6 85" x $4,75" G2 + �30,0 -5t}.0 ---- _. ` -------- NOTE sheaf Metal Scrawl mus4 K penetrate a min. of ° fhmodi through metal. ;♦ iE "'� �+ r. 2 ' ( 2lee } � az J tITFIL N N� cxrease X0 NtRfT£?PJ1AL CRCi55 SECii�t t-11d AdlPi. Shrrwrt w / Steel St.d F rr ng C)p4Ora D DRYWALL w -owl 7 11 I/ Sn G1 wit i@3TTERj 3fZ } UTFRlOP �✓ Of, 70Z 23/t3 z EXiEfrtCJR ._---- o N.T.S. 7 Cri4^a, $f xIK PINORIZONTAICRQS _ _ ON HORIZON AL CROSS SEC ` N �x e tFa Buck Const ifon cap# on Sfud Corot ua CYpi n e 2X BUCK MASONR OPENIM id' MAX. . A". Pp.} —A 2X BUCK e MASONRY OPENING er RUCK ANCHORING (2X BUd I (70"C_RENtmci k2tip- €. Conaete anchor deoa om at thO corneas may be aC#Ust3d to maintain the ntt». edge d5lance to r€ adarjbnfs. 2. concrete anchorl >c ttons noted as "NM, € N CENiE "Mustbe ©Atrfd t rrxgfnfdn the min, edge distance to mortur Joirft adchtionat concrete anchors may be Wvired to ensure the "MAX. ON CENffrAmanston are not exceeded. 3. Contxete anchortabte: KHOk ANCHOR MlAfi. M€N.CtEAkANCE MIN, CLEARANCE TYPE $tiE EMBEEIMENt 'iOMA3of"Ry, TOAddACW EDGE .-AINC€fOR tiYl a TAPCO! I.. TAX r w rJoWAIT ULTRACON WC1Gr,5rREiv kt1S7,�i.LATtgN rJOTE P. &faintaist )-end distance, & €° a.c. apa *V of wood sorer to went the g*ttng of wood (2X BUCK) 2X E or iron to be designed by Archtect or ErQineer of Record. S) 2X Stud seed Typ. BUCK ANCHORING (STUD CONSTRUCTION) 7.75" hLAX, O.G. -_...a T MA,X. i `o Fo aa: M.T.S. er dK er: CFS ante& asr,. for B f at " -�Oim * 'N UYN 4S'MAX, O,C, 21 (Tyfl.) yx A -===F ------ —FA z 0 2x BUCK-ti ^ D TYP. d & IYP, MASONRY 6 OPENING E m Q1 d SUCKANCHORING FR"E ANCHOPJNG z (fX FUCK) BUCK) [:fr:am::e$:h:* up to �12T x �60-Max 2X Rarning to be designed by ;l yr Am,WactorEr4neerofRecord. 4.5'MAX, OZ, TJTYP� IF CQNCRElEANCHORNOTEL, 1, Concrete anchor lac-atlorw of the comers may be adjusted 00 rrw*00in the mkq. w edge distance to martarfixtre, G Wood Stud P. Concrete anchor locaftons noted os`MAXON CEWER'nwst be adjusted to rna4ntain the rr*i, edge distance to mortar pints. addilkwol concrete anchors $tool Stud may be required to ensure the "MAX, ON CEWER" akneriston me not exceeded. 3. Concrete anchor foOm TYP, ANCHOR ANCHOR MK MIN, CLEARANCE MIN, CLEARANCE IYFE $flf 'EM860MENT TO MASONRY TO ADJACEMT d EDGE ANCHOR ITW TA Ll S-�U N, T, DaWALT ULTRACON1 EFAMEANCHOWG (STUD CONSTRUCTION) LFS YJqQQ SCREW INSTALtAnON NOTES V Maintain a n**rum 5/6'edgackrance, )'end distance, f'oc, spacing of wood stews to prevent the spgtt#V of wood, FL-99��9,20 6 SKU 4 (,P 2X BUCK MASONRY OPENING moa� I F' FR Cs C3 2X W n MASONRY OPENING ).C, r RYPJ BUCK ANCHORING (2X BUCK) -CONCREPE ANC:Ji V NOTES t, Concrefe orrof" bcaf 7m at the comers me}` to caa' LaJad to mzaintcdn the man,. edge distance to morfor points. 2. Coruscate anck x Jeca llam noted as "MAX. CAN CENTER* r€x W be m4ustad to moinfidn the min, ed{pe othtanco to martor)cdoft, oad fian rf conctate ottobon nuty be requEed to er xe the'MAX. ON CENTER' dknenstan are not exceeded. 8. Con aete anctrar tobLw ANCHOR ANCHOR MIN, MI&CLEARANCE MN.CLEAR:ANCE TYPE" SHE EMBEDMENT TO MASONRY TO ADJACENT EoGr ANCHI OR TANC€iAl / ULTRAC3Nl wcnJu s�rcrw uvTacsxtrc�sra trtPres; f. M okilYan a n*k wm 318" edge distance. I" end oetonce, R 1"o.e. st. adng of wood saae $ to prerenf the spAtti V of wood. 2X Framing to be designed by Architect or Prsgineer of Record. 6.26"MA,X. O.C. FRAME ANCHORING {2X 6UCKj a' �°'° 1 `a S,. � o�ftrtrtPfp�¢ ci [*act to MoSCim i { Steel. wP, Li ct`S FRAME ANCHORING (STUD CONSTRUCTION) e: JK e; LFS iswtic ua= _"" BULL OF MATERIALS ram 0 CEsclup om hGAiE&talt t u°ri B 2X BUCK {SG > 1 d2j WOOD � r � U o C iId MAX. SH€M SPACE _�_ e D 1/4" X 2-3/4° PFH DeWALT CAR ITW CONCRETE SCREW STEEL w •« u � � MASONRY XI-3«iX PSI MIN.E&NCRETECQMFORMINGTOACT .. _.._ ��•�'^>,._..,.._ *� J o� Q E 30AR HOLLOW BLOCK CONFORMINGTO ASTM C90 CONCRETE � � d 23" � .. ' a � ` � o � t 1/4"TRUSS HEAD SMS(I-IXMIN, EMBEDME T} STEEL� ii� � 0, M G #B X i 3(4 TRUSS HEAD SMS (T 1 /8" MIN EM8EDMEATfj STEEL .. 3.i2 — - 1 STEEL STUD Mlr Thk tD33 �AST#�€ A683 GRADE 33 Fy 33 ksz xrtn Fu-%5 ks� min.j STEEL K #I0 PPH SELF --BILGING Sifi� e .. _._ STEEL a W _. a ' ° i EXTRUDED VINYL FRAME * RIGID PVC 2 EXTRUDEb VINYL GWING BEAD' RIGID PVC i * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSPONS", ` f '- — ALUM SPACER --1311 b° O.A. GLASS THK. # # T L 31I6°ANNEALED GLASS .. AIR SPACE 3/ hr ANNEALED GLASS CLASS BITE 5 R CsLAilidG DEad#! z � cw; ALUM � ow 13/16" J.A GLASS THK. tf8"ANh€EaCEDGLASS :---- -'"""{ -- �____ MR SPACE ' '� z I lr ANNEALEb SS GLAGtAZft i 6EA6 D.SSi r fFl € 3S.GLASS BITEt 5.2ii 6 R R W Building Consultants, Inc. WConsulting and Engineering Services for the Building Industry B P.Q. Box 2-10 Vairico, FL 33595 Phone 8 1 3.6S9.9197 CFrorida Roard of Professional 2ni;ineers Regisiry License No. 9813 Product Category Sub Category Manufacturer Product Name Associated Materials Inc. 3004 1 3A04 I 03A4 / 03S4 Window Fixed 3773 State Road Vinyl Fixed Window Cuyahoga Falls, OH 44223 w/ Nailing Fin "Non-Imoact" Scope: Product Evaluation report issued by R W Building Consultants, Inc, & Lyndon F Schmidt, P,E, (System ID # 1998) for Associated Materials Inc., based on Rule Chapter No, 61 G20-3, Method I D of the State of Florida Product Approval, Dept, of Business & Professional Regulation. RW Building Consultants and Lyndon F Schmidt, 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 product named herein, Limitations: 1, This product has been evaluated and is in compliance with the 7th Edition (2020) Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone", 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609,12 & R301212 4, Site conditions that deviate from the details of drawing FL-9909.20 require further engineering analysis by a licensed engineer or registered architect, 5. See drawing FL-9909,20 for size and design pressure limitations. Supporting Documents: I - Test E2Rart ±!9;, Test Standard TEL 02791605 AAMAANDMA/1 01/l,&2/A440-11 1 grgAjnq_t cse, EM2tred by No, FL-9909,20 RW Building Consultants, Inc, (#9813) & Calculations EMRA—red by Product Anchoring RW Building Consultants, Inc, (#9813) 4, QualitlAssurance Certificate of Participation issued by Architectural Testing, Inc., certifying that Associated Materials Inc. is manufacturing products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53 Lyndon F. Schmidt, P,E, Lyndon F, Schmidt, P.E. FL PE No, 43409 Sheet 1 of I 9123P2020