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HomeMy WebLinkAbout327 Springview Dr (2)AA tilX44`- 1670 Job Address: Parcel ID: t.Ly"[J J- Type of Work: New Description of Work: Plan Name Street: City, State Zip. Name d Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: 1 jL 4 o-9 4:4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 'OWNS n 1 Documented Construction Value: $ l V I Historic District: Yes No Residential Commercial Change of We Move rty Owner Information Phone: Resident of property? Contractor Information Phone: Fax: Ad h g State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5`h Edition (2014) Florida Building Codel Revised: June 30, 2015 Permit Application J • eo 5 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing informatio is accurate and that all work will be done in compliance with all applicable laws regulating constructi and zoning. Signature of Owner/Agent Date Signat/r/-of Contractor Agent Dat Print Owner/Agent's dame Agent's Name Wff J o`°eAt N.pAD aMAR TEYN Date f e i" "°ey. JADE AMARKESTEYN MY CO ISSION # FF220399 MY COMMISSION #_FF22U399 EXPI S April 14. 2019 EXPIRES April 14. 2019 14i:7i;t`3H•C"53 FbY Nota- service c;Ni FbrplallotawSerwca awl Owner/Agent is Personally w to Me or '-.—C`ontractor/Agent is sonally Known to Me or Produced ID ype of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING. (Ildito UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Ao- Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# t` - 7_'?S( Address: 3a'i SP•JL It=. BUILDINGPERMIT Min Max Inspection Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 ELECTRICAL ]PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL ftRM+)1 I Min Max Ins ection Description Mechanical Rough Mechanical Final min I Max I Inspection Descripti Gas Unde Gas Roug Gas Final SCPA Parcel View: 10-20-30-507-0000-0160 A& Property Record CardAANI COwM John=% CFA Parcel: 10-20-30-507-0000-0160 PANPMR Owner: RAISLER ROBERT 8 & MARGOT 6 TRS FBO R 6 & M 6 RAISLER Property Address: 327 SPRINGVIEW DR SANFORD, FL 32773-5996 Parcel Information Value Summary Parcel 10-20-30-507-0000-0160 Owner RAISLER ROBERT B & MARGOT B TRS FBO R B & M B RAISLER; Property Address 327 SPRINGVIEW DR SANFORD, FL 32773-5996 Mailing 327 SPRINGVIEW DR SANFORD, FL 32773-5996 Subdivision Name GROVEVIEW VILLAGE 3RD ADD REPLAT Tax District Sl-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(1994) N Seminole County GIS Page I of 2 Tax Amount without SOH: $1,574.25 2016 Tax Bill Amount $867.83 Tax Estimator Save Our Homes Savings: $706.42 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description Assessment Value Exempt Values 2017 Working 2016 Certified GROVIEVIEW VILLAGE 3RD ADD REPLAT 25,000 $59,455 Values Values Valuation Method Cost/Market Cost/Market 7 Number of Buildings 1 1 Depreciated Bldg Value 1 $97,750 94,109 Depreciated EXIFT Value Land Value (Market) 25,000 25,000 Land Value Ag Just/Market Value 122,750 119,109 Portability Adj Save Our Homes Adj r $38,295 i $35,241 Amendment 1 Adj P&G Adj 0 o Assessed Value 84,455 83,868 Tax Amount without SOH: $1,574.25 2016 Tax Bill Amount $867.83 Tax Estimator Save Our Homes Savings: $706.42 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description Assessment Value Exempt Values LOT 16 (LESS NLY 30 FT) Schools GROVIEVIEW VILLAGE 3RD ADD REPLAT 25,000 $59,455 PB 26 PGS 9 & 10 84,455 Taxes SJWM(Saint Johns Water Management) Taxing Authority Assessment Value Exempt Values I Taxable Value Schools 84,455 25,000 $59,455 City Sanford 84,455 50,000 $34,455 SJWM(Saint Johns Water Management) 84,455 50,000 $34,455 County Bonds 84,455 50,000 $34,455 County General Fund 84,455 50,000 Sales Description Book Page Amount Qualified Vac/Imp TRUSTEE DEED 4/1/2016 08684 1283 100 No Improved WARRANTY DEED 9/1/1984 01581 0376 62,900 Yes Improved Find Comparable Sales Land Method Frontage Depth UnitsUni s Pnce Land Value LOT 0.00 0.00 1 $25,000.00 Building Information s Bed/Bath count incorrect? Click Here, Description Year Built I Fixtures Bed hBase Area!Total SF Living SF Ext Wall Adj Value AppendagesIIActual/Effective iI I I 1 SINGLE 1984 6 3 2.0 1,434 1,971 1,434 , CONC $97,750 $114,663 1 BLOCK Description Area FAMILY GARAGE 525.00 FINISHED http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID= 10203 050700000160 10/26/2016 SCPA Parcel View: 10-20-30-507-0000-0160 Page 2 of 2 OPEN 12.00 1 PORCH JFINISHED Permits } Permit # (Description Jgency Amoun CO Date 1 Permit Date 03325 ADDITION - RESIDENTIAL _ SANFORD $4,500 _ 7/8/2005 itures http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=10203050700000160 10/26/2016 3030 Mercy Drive 7711 Anderson Rd. Orlando, FL 32808 Tampa, FL 33634 407)770-0184 WINDOWS & DOORS (813)514-9490 www.famd.cotn f ! 4 } I FL Lic. #CCC 1518312 (, / / Name: t e4 / -` /..T.Ie HTd { " 1 /FJ OfailI. Email: _ We, the owners) of the premises described below, hereinafter rele!rd to as "Bauer' oiler to contract with PAS N indoors S Doors, hereinafier referred to as "PASWEl", to furnish all matenols listed held, fir use at the premises located at: Is them a I-lomeowncrs Association? 17 )'es No snecp tCau> fsl—) (Zip) Congratulations on your purchase of the finest home improvement products in the industry today! Below are the names and contact information of key people involved with your purchase. We believe that communication is the pathway to success! Please contact the people below at anv time resardine your purchase and/or installation. Installation Customer Care You will be contacted by a member of your Installation Team to discuss the In the event that you have any questions or concerns regarding the window or door following: installation, please do not hesitate to contact _, your I. Confirm receipt of -your contract and review specifications. Production Coordinator, or your Production 2. Schedule a time for the tight measure. Manager, at . If you feel that we did not deliver on any 3. Identify an approximate installation start or delivery date. of our promises to you, please contact us at 4. Answer any concerns you may have related to the project. r, to I 1 Pick Up Delivery R_otLo,-E ci Mixed Impact Mixed Please note all grid spect h en tions, It nls In, harOm are, trim and range del it t is to Ie notes. Special Instructions: C , „Foo 9 (—C <f— yALL JC V l_/ L7L -_ - Please read rhe following bold r)/re and initial corresponding line. BHI doors are non -finished. Failure to paint or stain doors in a timely manner may affect your rights under the manufacturer's warranty. v,Not Applicable Buy Verbal understandings and agreements with representative shall not be binding. All understandings and agreements must be set forth in writing in this Contract. 1 understand and recognize all terms and conditions on the front and reverse of this contract and am initialing to indicate my complete understanding. Buccr inifials P'.69 HURRICANE PROTECTION 1 acknowledge that I am the owner of the residence and have contracted with FASWD to replace windows/doors. The home is located in an impact zone and I have existing hurricane protection equipment that complies with local jurisdiction. FASWD will not be liable if my existing protection equipment is deemed inadequate by the local government inspector after my windows are installed. In the event that my hurricane protection equipment fails inspection, 1 understand that FASWD will supply appropriate materials at a cost to me of $375.00 per opening. I am initialing to indicate my complete understanding. /,) Q Not Applicable Buyer initials V4 NOTE: The warranty provisions as stated on the reverse have been explained and 1/We understand them fully. Additional provisions and warranties are stated on the reverse side and are part of this contract Buyer initials: The TOTAL PRICE for all kf-lbor S, Wvatcrials (including any applicable discount) is Terms G Credit (,'fuNprt to the gproval of the Credit Department) Credit Approval Cod,: IJ Credit Card (Please fill out credit card information sheet) C'ash (Final Payment payable to Installer upon completion) SUB TOTAL: C/ . / V O V TAX (DELIVERY ORTIC UP ONLY): GRAND TOTAL:' DEPOSIT REQUIRED'`? BALANCE DUE: 4 ;+ O tg© If this is a credit transaction, the agreemc t fo is cont 1 I went which is incorporated herein by reference and tirade a pan hereof IN WITNESS WHEREOF Buyer(,) have hereunto signed their name(s) thiay% d acknorr9edge receipt df a true copy of This Contract and unless otherwise specified, it is understood that the Buyer is ready lir work to begin. You' atheBuyer(,), my cancel this transaction at any time prior to midnight of the third day after the date of this (.....action. Signature affixed below acts as a receipt that buyer(s) received appropriate cancellation forms. See reverse side for details. cx1-1 --;1 BUl'F.R Quantity Manutvcturcr Scrics Style Corr Grids Screens Obxure/ 7'em Linc Notes LA-, r649 c T7cD Ab Q L4e*l 9qPu < y Afie Please note all grid spect h en tions, It nls In, harOm are, trim and range del it t is to Ie notes. Special Instructions: C , „Foo 9 (—C <f— yALL JC V l_/ L7L -_ - Please read rhe following bold r)/re and initial corresponding line. BHI doors are non -finished. Failure to paint or stain doors in a timely manner may affect your rights under the manufacturer's warranty. v,Not Applicable Buy Verbal understandings and agreements with representative shall not be binding. All understandings and agreements must be set forth in writing in this Contract. 1 understand and recognize all terms and conditions on the front and reverse of this contract and am initialing to indicate my complete understanding. Buccr inifials P'.69 HURRICANE PROTECTION 1 acknowledge that I am the owner of the residence and have contracted with FASWD to replace windows/doors. The home is located in an impact zone and I have existing hurricane protection equipment that complies with local jurisdiction. FASWD will not be liable if my existing protection equipment is deemed inadequate by the local government inspector after my windows are installed. In the event that my hurricane protection equipment fails inspection, 1 understand that FASWD will supply appropriate materials at a cost to me of $375.00 per opening. I am initialing to indicate my complete understanding. /,) Q Not Applicable Buyer initials V4 NOTE: The warranty provisions as stated on the reverse have been explained and 1/We understand them fully. Additional provisions and warranties are stated on the reverse side and are part of this contract Buyer initials: The TOTAL PRICE for all kf-lbor S, Wvatcrials (including any applicable discount) is Terms G Credit (,'fuNprt to the gproval of the Credit Department) Credit Approval Cod,: IJ Credit Card (Please fill out credit card information sheet) C'ash (Final Payment payable to Installer upon completion) SUB TOTAL: C/ . / V O V TAX (DELIVERY ORTIC UP ONLY): GRAND TOTAL:' DEPOSIT REQUIRED'`? BALANCE DUE: 4 ;+ O tg© If this is a credit transaction, the agreemc t fo is cont 1 I went which is incorporated herein by reference and tirade a pan hereof IN WITNESS WHEREOF Buyer(,) have hereunto signed their name(s) thiay% d acknorr9edge receipt df a true copy of This Contract and unless otherwise specified, it is understood that the Buyer is ready lir work to begin. You' atheBuyer(,), my cancel this transaction at any time prior to midnight of the third day after the date of this (.....action. Signature affixed below acts as a receipt that buyer(s) received appropriate cancellation forms. See reverse side for details. cx1-1 --;1 BUl'F.R Buyers) understands that this document does nut constitute a valid and binding Contract ]-in any purpose ml— and until it is signd and accepted by an authorized representative of FASWD. All amounts due under this agreement shall be paid upon the date specified herein, if so set out, or upmr the day the last of the work or products are furnished to the Buyer. Past due amounts are _subject to a service charge of 18 per annum from the due date. Buyer agrees to pay FASWD all costs of enforcement or collection, including ne sonable attorney fees. ,hether or not a lawsuit is commenced as a part of the collection process. This Contract and the agreement for credit. if any, shall constitute the entire agreement hemeen the parties, which entire agreement and specifications shall not be altered m modified except by written agreement behvccn the parties hereto. IN THE EVENT THIS CONTRACT IS NOT ACCEPTED BY FASWD, ANY PAYMENT MADE HEREUNDER SHALL BE REFUNDED TO THE BUYER(S) AND THE CONTR.AC"f SHALL BE NULL AND VOID AND OF NO EFFECT. FASWD IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL DEFECTS, DRY ROT OR CODE VIOLATIONS, REPAIRING, PLASTERING, CARPENTRY AND/OR DECORATING ARE NOT INCLUDED UNLESS SPECIFICALLY CHARGED FOR AND SPECIFIED IN WRITING HEREIN. 1Page1of White Copy (Office) Canary Copy (Production) Pink Copy (Buyer) SUBMI"(TED B) : RepreseptatiJ Uute I 7 /,/ G APPROVED BY: Stiles Manager Date , N Buyers) understands that this document does nut constitute a valid and binding Contract ]-in any purpose ml— and until it is signd and accepted by an authorized representative of FASWD. All amounts due under this agreement shall be paid upon the date specified herein, if so set out, or upmr the day the last of the work or products are furnished to the Buyer. Past due amounts are _subject to a service charge of 18 per annum from the due date. Buyer agrees to pay FASWD all costs of enforcement or collection, including ne sonable attorney fees. ,hether or not a lawsuit is commenced as a part of the collection process. This Contract and the agreement for credit. if any, shall constitute the entire agreement hemeen the parties, which entire agreement and specifications shall not be altered m modified except by written agreement behvccn the parties hereto. IN THE EVENT THIS CONTRACT IS NOT ACCEPTED BY FASWD, ANY PAYMENT MADE HEREUNDER SHALL BE REFUNDED TO THE BUYER(S) AND THE CONTR.AC"f SHALL BE NULL AND VOID AND OF NO EFFECT. FASWD IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL DEFECTS, DRY ROT OR CODE VIOLATIONS, REPAIRING, PLASTERING, CARPENTRY AND/OR DECORATING ARE NOT INCLUDED UNLESS SPECIFICALLY CHARGED FOR AND SPECIFIED IN WRITING HEREIN. 1Page1of White Copy (Office) Canary Copy (Production) Pink Copy (Buyer) av, . / MW -,A1. Buyers) understands that this document does nut constitute a valid and binding Contract ]-in any purpose ml— and until it is signd and accepted by an authorized representative of FASWD. All amounts due under this agreement shall be paid upon the date specified herein, if so set out, or upmr the day the last of the work or products are furnished to the Buyer. Past due amounts are _subject to a service charge of 18 per annum from the due date. Buyer agrees to pay FASWD all costs of enforcement or collection, including ne sonable attorney fees. ,hether or not a lawsuit is commenced as a part of the collection process. This Contract and the agreement for credit. if any, shall constitute the entire agreement hemeen the parties, which entire agreement and specifications shall not be altered m modified except by written agreement behvccn the parties hereto. IN THE EVENT THIS CONTRACT IS NOT ACCEPTED BY FASWD, ANY PAYMENT MADE HEREUNDER SHALL BE REFUNDED TO THE BUYER(S) AND THE CONTR.AC"f SHALL BE NULL AND VOID AND OF NO EFFECT. FASWD IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL DEFECTS, DRY ROT OR CODE VIOLATIONS, REPAIRING, PLASTERING, CARPENTRY AND/OR DECORATING ARE NOT INCLUDED UNLESS SPECIFICALLY CHARGED FOR AND SPECIFIED IN WRITING HEREIN. 1Page1of White Copy (Office) Canary Copy (Production) Pink Copy (Buyer) City of Sanford Doors - Windows Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: I D Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. WbCopy of a contract, signed by the contractor and the property owner, indicating the documented construction value Copy ofplicabl"e cont or's ensued by the State of Florida (if the contractor is the applican Asite specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. I(Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) copies of the floor plan indicating size, type and location of windows/doors. 0—, Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions. 71 Contact Person information entered in Naviline? Application forms stamped received and initialed These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, andfederal code requirements. Revised: February 2015 Re`jrn to: FASbVD. LLC 3020 P,tercy D•. 0,1a -do FL 328•'J3 I'ii:'i't`i rii`il'`IE I'il1.ifl:il::; 1" 1-1 11 01. (.l'Jt f'i i T+ NOTICE c ra_s_I:i:T 1_':OLiN..i Cf3111"1 :fJL.t.ER OF COMMENCEMENT,•. •_,__...: . _. 1.s'f al-.. Stasi Of Florida r:L.ERI'.'_' 2i11611Cgiailate/ 1 _ CoJnhy M ParcellD: LfLil mi" The undersigned hereby gives notice that improvement will be made to certain real property. In accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement• e ' disc pii0 f — e ty ( : L I_C_ ' p/ '' -S_r Genera' des ri f ' pion o, Imp.o ement: a. O';;ner name•'address. O. Interest in property: Name and address of fee simple tit 2 3 I4 Contractor N p ? e(.# ava tabl): e holder (if other than owmer):Q3- ame and Address: FASbVD.LLC 3020MERCY DRIVE_O LA DO. Phoge: 407-770-018_ Fax: 407 770 0187 — r' 5. Surety -Name and Address: j Amount of bond: Sq-a 6. Lender - Name and Address:_._—a -- --- ---- 7. Persons within the State of Florida designated by O-,vner upon whom notices or other documents maybesen,•ed as provided by Section 713.13(1)(a) 7, Florida Statutes: 8. In addition to him/herse1O--------- - -- —_ -- —_ iner designates the following person(s) to receive a copy of the Lienor'sNoticeasprovidedinSection713.13(1)(b). Florida Statutes [Provide Name/Mailing Address]: 9. NOC expiration date (one full year from the date of recording unless efferent date isspecified):__ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICEOFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713; PART I, SECTION713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITEBEFORETHEFIRSTINSPECTION, IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDERORANATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Verification pursuant to Section 92.525. Florida Statutes: Under penalties of perjury, I declare that I have readtheforegoingandthatthefactsstatedinitaretruetothebestofmyknowledgeandbelief. x /V' 4/ „ ' ` g7a:-'e of 0',,,-_-A Na Peso- o! 0y,^.e' s .Ai!n0'Z9C 0`'ce';D ,'ectC, Ca --e— Ma-aze- edged efCre me t. / y o"_;6P 7__4M &-ilc0 p,; r,a-ne of ce-so-1 l—_iGJ - .. e VI ,.r`id'!',/ Qtr be^d•f C` Y%: T; + 1=- ' Pe•scr-a y K-o'h- — -0;- Proc-ced Idem' f:ca- Cr- 0 pY Pp• PHILLIP KING4,.........6 '•: MY COMMISSION #EE881783 Fo oQ ' EXPIRES May 21, 2017 407)"398-0153 FloridallotaryService.com GD T C3 CV N"'AQ C3 z mss •` -JaW 1 nC_ OO Oci• H J J f v w u: cr ? 0 D I hereby name and appoin act for me and apply for location described as: O Date: I"I U to be my lawful attorney in fact to work to be performed at the DOYUXN ly- Address o Job) Wail Mtsb'/r Owner of Property) And to sign my name and do all thing _ cessary to this appointment•. S>gnature of ertified Contractor) STATE OF FI COUNTY OF Scott A. Varga (CGC1518212) Printed Name of Contractor and License Number) before me this day of , NA who is personally known to me or has produced / v/// —) ( type of identification) as identification. 5 se, / t lignat e of Notary Public, State of Florida Print/Type/Stamp Name of Notary Public SEAL) otPRYn a JACOUELINE Y S'I'fI1R8CiT 9j ,oQ' My COnAMISS!ON #FF067653POPEaEXPIRFgNovember242017407) 398-0153 Floridallota ryService.com NOR] WINDOWS&DOORS/ J 11 rodw, rLSales Rep Job ID customer Address No. Type DIP Size SHGC U -Factor DON'T FORGET Mean Roof Height *Comer Room IN 1 3 L PL YC/ -S— x L-j i _i24-1 x 3 2 L 14 4 Xx It 5I;2 L 6 2LIL 7 LS 2 7 X 8 x 9 x 10 x x T 12 x 13 X 14 15 x 16 17 x 19 19 x 20 21 x 22 x 23 0 > 10 > x 24 0 1M M --i Z M x t-7— 525 Z"c ZZOMK x U) 0 -n cn Z> --Ido m0 M 0 Z0m G) r- MT < c) 3) r- —MoW OOMFj)-0M U) 0M M mm - 0 -n C, 5 C 0 > Z 01) 0:::!-:jO>Zcn- Z r- 0 X CO n >-1 M cn rn M ZM:0 0100cnorrio M; rn C) a NOZMK-nom 0 wM >Mr—*cZ1)0 G) M M anMMMMTr- M MM x K 00 M K -1 T > m 2>-;n MZ0 0 r 0 0 0 -q 2: rn:I3ZMZ0 T M (n P ca o Z Z > 0 c.^. -n-7; M fy) 79 Page I Of I 0 Florida Balding Code Online Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne. harris@ si monton. corn Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Category Windows Subcategory Double Hung ssco Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA 450 AAMA 450 AAMA/WDMA/CSA 1011I S.2 A440 AAMA/WDMA,/CSA 101/1.5.2 A440 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL 1 7 R19 Eauiv_ imEx-PVC Ec ivalencv Product Approval Method Method I Option A Date Submitted 08/05/2015 Date Validated 08/10/2015 Date Pending FBC Approval Year 2006 2010 2005 2008 10/28/15,4:41 PM Pa_ o,' sem s.-,•„ f: . y 3., tr"e-I BCS Home { Log In User Registration Hot Topic Submit Surcharge Stats & Farm i Publications FBc Staff BCS site Map Links Search Busines F1Professi , l Product Approval tai USER: Public User e gelat}} ion Product Aooroval Menu > Product or Aodhcatici Sewell > Apj-jr '--on List > Application Detail FL # FL5167-R191//I i' Application Type Editorial Change L Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne. harris@ si monton. corn Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Category Windows Subcategory Double Hung ssco Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA 450 AAMA 450 AAMA/WDMA/CSA 1011I S.2 A440 AAMA/WDMA,/CSA 101/1.5.2 A440 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL 1 7 R19 Eauiv_ imEx-PVC Ec ivalencv Product Approval Method Method I Option A Date Submitted 08/05/2015 Date Validated 08/10/2015 Date Pending FBC Approval Year 2006 2010 2005 2008 10/28/15,4:41 PM Pa_ o,' Florida Building Code Online ' 5167.14 143-50 (Three -Step Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 5201 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) 5167.15 175-75, 75-09, 07-75, 07-09, 07-10 Eand 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 (+/-50 PSF), 36x74 (+/-50 PSF) 5167.16 75-75, 75-09, 07-75, 07-09, 07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 109x74 (+/-50 PSF) 5167.17 75-75, 75-09,07-75,07-09, 07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +rn/-,,n FL 51 •7_R19 IIJIN0432b 43-40 43-45 DH 2X PdF FL516 _R19 11 INQ434 SS 43-40 43-45 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL 1 7_R19_AE PER3819 43-40 43-35 DH.odf Created by Independent Third Party: Yes 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates Vinyl Double Hung Certification Agency Certificate FL5167 R19 C CAC 47-50 DH 32x62 R50.odf FL5167_R19_C_CAC 43-50 DH 36x63 R45.odf FL_167_R19 C CAC 43-50 DH 36x74 R50.odf FL51 7_R1 _C_CAC 43-50 DH 44x63 R45.pdf 5167 R12_C_CAC 43-50 DH 52x71 R35.ndf Quality Assurance Contract Expiration Date 01/25/2016 Installation Instructions FL5167 R19 I,I_1N0432 43-50 DH 2X.p-df FL5167_R19 II IN0569 SS 43-50 DH 1X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL §7_R19 AE_PE93820 43_50 DH.odf Created by Independent Third Party: Yes Reflections 5500, Prism. Platinum, Sears 9300, Generations, Impressions 9800, THD 6500 Vantage Pointe, Amcraft Grand Estates Premier/Premium Plus, Grandura Vinyl Double Hung Certification Agency Certificate FL 1 7_R19 -C -,CAC 07-09-10-20 and 08-09-10-20 Waiver.odf FL 1 7_R19 C CAC 07-10 07-20 to 07-09 Waivecpd FL5167 R19 C CAC 07-75 DH 48x80 R PG35.odf FL516 _R19 CAC 07-75 DH 53x74 R PG30.pdf FL -5167-R!9 C_CAC_07-75 DH 53x80 R PG40.pd FL5167_R19 C_CAC 75-75 DH 36x63 R PG50.12df FL5167_R19_C CAC 75-75 DH 36x74 LC50.odf FL5167 R19 C CAC 75-75 DH 48x80 LC PG25.12df FL5167 nq_C CAC 75-75 DH 52x71 R PG35.pdf Quality Assurance Contract Expiration Date 06/07/2016 Installation Instructions FL5167 R19 I IN0113 75-75 75-09 07-75 07-09 07-10 07- 20 DH 2X.pdf FL5167 R19 II IN0132 SS 75-75 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL 1 7.-R1 A _PER3821 75-75 DH.odf Created by Independent Third Party: Yes Reflections 5500, Prism Platinum, Sears 9300, Generations, Impressions 9800, 6500 Vangtage Pointe, Amcraft Grand Estates Premier/Premium Plus, Grandura Vinyl Double Hung H - Mulled Triple Certification Agency Certificate FL5167-_R19_C CAC 07-09-10-20 and 08-09-10-20 Waiverpdf FL5167_RI9_C_C_AC__07-75 75-09 07-09 to 75-75 Waiverpdf FL 167_R19_C CAC 75-75 DH Triple 109x74 R PGSO.pdf Quality Assurance Contract Expiration Date 09/13/2016 Installation Instructions FL 1 7_R19_II_IN0060 75-75 DH Triple or Twin 2X.12df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Reflections 5500, Prism Platinum, Sears 9300, Generations, Impressions 9800, THD 6500 Vangtage Pointe, Amcraft Grand Estates Premier/Premium Plus, Grandura Vinyl Double Hung H - Mulled Twin with Transom Certification Agency Certificate FL5167_Rl9_C_CAC 75-75 DH Twin w Transom 73x111 R PG50_ FUj167_R19_C_rAL ACP -05 SIM 75-75, 07-09, 07-75. 07- n9. 71i-10 'S -)ii f;H frama.ndf 10/28/15, 4:41 PM o''pr Pace 5 of 5 MODEL DESIGNATION: Simonton Double Hung Series 75-75 / 07-75 / 75-09 f 07-09 / 07-10 / 07-20 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING See Size Chart USABLE CONFIGURATIONS X X FERAL DE RIPTION; The head, sill, and side jambs are extruded PVC. The Wali thickness through which the anchor screw penetrates is a minimum of 0.142". L 12" O.C. I MAX TYP x Digitally signed by Hermes F. Norero, P Reason: I am approving this document Date: 2015.06.24 07:50:26 -04'00' 3/16"0 TAPCON ANCHOR WITH 1,25" MIN. EMB. INTO CONCRETE (SEE NOTE 10 FOR WOOD) MIN, EDGE DIST., SEE NOTE 2 CONCRETE/MASONRY SILICONE CAULK (OTHERS) OTHERS) EXT. PERIMETER) 1X WOOD BUCK BY OTHERS) SILICONE CAULK INT. PERIMETER) w VAUD FOR 07-75 SERIES ONLY REMSIONS: ADDED 75-75 TO SERIES PER TEST ADDED NOTES 15 h 16. ADDED MIN. EDGE DIST. NOTE. 1/4- MAX. SHIM AT ANCHORS CONCRETE/MASONRY BY OTHERS) HEAD 3/16"0 TAPCON ANCHOR 1 4X SCALE WITH 1.25" MIN. EMB. INTO CONCRETE (SEE NOTE 10 FOR WOOD) MIN. EDGE DIST., SEE NOTE 2 1/4" MAX. SHIM BY OTHERS) PECORA 896 STRUCTURAL GRADE SILICONE CAULK PECORA 896 STRUCTURAL GRADE CONCRETE/MASONRY SILICONE CAULK - . ( BY OTHERS) SILL 4X SCALE EMSED BY DATE: T.D.D. 12/23/1 T.D.D. 02/01/ 5 T.D.D. 08/17/ T.D.D. 09/10/ T.D.D. 11/30/ B.J.S. 6/19/1 1X WOOD BUCK BY OTHERS) SILICONE CAULK INT. PERIMETER) i/4" MAX. SHIM AT ANCHORS SILCONE CAULK EXT. PERIMETER) JAMB 4X SCALE NOTES: 1. This Installation has been evaiuoted for use in locations adhering to the Florida Building Code and where design pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed the design pressure ratings listed herein, for use outside the H.V.H.Z. 2. For installation where the sub—buck is less than 1 1/2" (FBC chapter 17 Anchorage Methods) Tapcon type concrete anchors must be used and the length must be such that a minimum 1 1/4" embedment of the Topcon Into the concrete or concrete block is obtained, unless otherwise noted. Anchors should be a minimum of 2 1/2" from the edge of the concrete, hollow block CMU, or concrete block. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. Adjust Topcon anchor locations, if necessary, to maintain a minimum of 2.0" clearance from mortar joints. S. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment into the substrate. 6. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored property to transfer loads to the structure. Bucks shall extend beyond Interior face of frame such that full support of the frame is provided. 8. Follow ITW Topcon anchoring instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 10. For wood buck substrates, use #10 wood screws with 1 1/2" min, embedment into wood, unless otherwise noted. Screws should be a minimum of 3/4" from the edge of the wood. 11. A. Concrete compressive strength = 3000 PSI at 28 days. B. Concrete Masonry Units shoil conform with strength requirements of ASTM C90. C. Wood Minimum Specific Gravity = 0.55 12. Shims are optional. Max. shim stock Is 1/4". 13. When using a 3/16"0 Topcon or p10 wood screw through the window frame, pre -drill the thru hole at specified installation screw locations. 14. When used in areas requiring impact protection, this product REQUIRES the use of approved Impact resistant shutters or other external protection. 15. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being installed. 16. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. DcuR1 TATEMENT i Thle document Ie the properly of Simonton Windows, which 7 retains all proprietary and other rights to Its sub)ect matter. This dxument Is provided to the r 01ent on the ecproeeed andlllon'hot It Ie not to be dleclosed, reproduced M whole a P.E} orpart, nor used In conjunction with the design, manufacture fl . , s77p W repok of goods for anions other than 5Cwton Windows 1 without It. concent. This roetd.tlon does not limit thepPggBiAC/ -Z, rights to utilize Information contained In this 1`e!Ve1M R•_ "•y document which Is properly obtained from another source. Dimensional Tolerances SIZE CHART OVERALL SIZE I CO Iiraiw Avcnue PennslKrm, WV 26415 DP RATING 48" 80" 125 PSF 48" 80" XXX 3 ,00573-75 52" 71" 135 PSF 53" 80" 140 PSF 36" 63" 150 PSF 36" 74" w VAUD FOR 07-75 SERIES ONLY REMSIONS: ADDED 75-75 TO SERIES PER TEST ADDED NOTES 15 h 16. ADDED MIN. EDGE DIST. NOTE. 1/4- MAX. SHIM AT ANCHORS CONCRETE/MASONRY BY OTHERS) HEAD 3/16"0 TAPCON ANCHOR 1 4X SCALE WITH 1.25" MIN. EMB. INTO CONCRETE (SEE NOTE 10 FOR WOOD) MIN. EDGE DIST., SEE NOTE 2 1/4" MAX. SHIM BY OTHERS) PECORA 896 STRUCTURAL GRADE SILICONE CAULK PECORA 896 STRUCTURAL GRADE CONCRETE/MASONRY SILICONE CAULK - . ( BY OTHERS) SILL 4X SCALE EMSED BY DATE: T.D.D. 12/23/1 T.D.D. 02/01/ 5 T.D.D. 08/17/ T.D.D. 09/10/ T.D.D. 11/30/ B.J.S. 6/19/1 1X WOOD BUCK BY OTHERS) SILICONE CAULK INT. PERIMETER) i/4" MAX. SHIM AT ANCHORS SILCONE CAULK EXT. PERIMETER) JAMB 4X SCALE NOTES: 1. This Installation has been evaiuoted for use in locations adhering to the Florida Building Code and where design pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed the design pressure ratings listed herein, for use outside the H.V.H.Z. 2. For installation where the sub—buck is less than 1 1/2" (FBC chapter 17 Anchorage Methods) Tapcon type concrete anchors must be used and the length must be such that a minimum 1 1/4" embedment of the Topcon Into the concrete or concrete block is obtained, unless otherwise noted. Anchors should be a minimum of 2 1/2" from the edge of the concrete, hollow block CMU, or concrete block. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. Adjust Topcon anchor locations, if necessary, to maintain a minimum of 2.0" clearance from mortar joints. S. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment into the substrate. 6. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored property to transfer loads to the structure. Bucks shall extend beyond Interior face of frame such that full support of the frame is provided. 8. Follow ITW Topcon anchoring instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 10. For wood buck substrates, use #10 wood screws with 1 1/2" min, embedment into wood, unless otherwise noted. Screws should be a minimum of 3/4" from the edge of the wood. 11. A. Concrete compressive strength = 3000 PSI at 28 days. B. Concrete Masonry Units shoil conform with strength requirements of ASTM C90. C. Wood Minimum Specific Gravity = 0.55 12. Shims are optional. Max. shim stock Is 1/4". 13. When using a 3/16"0 Topcon or p10 wood screw through the window frame, pre -drill the thru hole at specified installation screw locations. 14. When used in areas requiring impact protection, this product REQUIRES the use of approved Impact resistant shutters or other external protection. 15. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being installed. 16. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. DcuR1 TATEMENT i Thle document Ie the properly of Simonton Windows, which 7 retains all proprietary and other rights to Its sub)ect matter. This dxument Is provided to the r 01ent on the ecproeeed andlllon'hot It Ie not to be dleclosed, reproduced M whole a P.E} orpart, nor used In conjunction with the design, manufacture fl . , s77p W repok of goods for anions other than 5Cwton Windows 1 without It. concent. This roetd.tlon does not limit thepPggBiAC/ -Z, rights to utilize Information contained In this 1`e!Ve1M R•_ "•y document which Is properly obtained from another source. Dimensional Tolerances SI.MONTON' Li{fff/// •P w n o w e unless Omerwlee sae nea I CO Iiraiw Avcnue PennslKrm, WV 26415 Decimals Angles SCALE: EET: X t .03 FIT t of I XX ±.01 0' 30 min. XXX 3 ,005 73-75 07-75 75-09 07 FL # FL5179-R13 Application Type Revision I 1 Code Version 0 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Category C–) //, Windows bvl l V Subcategory Horizontal Slider LIP— Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5179 R13 Eauiv SimEx-PVC-Eouivalency odf https:/Moridabuilding.org/pr/pr_ppp dU.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgL6fxKgly40xErw7WXZKg%3d%3d 1/5 fl //'Lul b Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 06/24/2015 Date Validated 06/29/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products https:/Moridabuilding.org/pr/pr_ppp_Otl.aspx?pcram=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgL6fxKgly4OxErw7f6pCXZKg%3d%3d 215 Model, Number or Name Description 5179.1 07-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premier, Amcraft Grand Estates Premium Plus, Grandura Vinyl 2 -Lite Horizontal Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 78x63 (+/-25 PSF), 73x51 (+/-50 PSF), 63x48 (+/-55 PSF) Certification Agency Certificate FL5179 R13 C CAC 07-09 HS 63x48 R P 55 odf FL5179 R13 C CAC 07-09 HS 73x51 R PG50 odf FL5179 R13 C CAC 07-09 HS 78x63 R PG25 odf FL5179 R13 C CAC 07-09-10-20 and 08-09 -10 -20 Waiver,pdf Quality Assurance Contract Expiration Date 04/25/2017 Installation Instructions FL5179 R13 II IN0137 07-09 07-10 07-20 SL 2X odf FL5179 R13 II IN0259 SS 07-09 07-10 07-20 SL 1X odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R13 AE PER3826 SS 2015-06-24 odf Created by Independent Third Party: Yes 5179.2 07-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premier, Amcraft Grand Estates Premium Plus, Grandura Vinyl 3 -Lite Endvent Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 136x63 (+/-25 PSF), 148x48 & 84x63 (+/-30 PSF), 105x51 & 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) Certification Agency Certificate FL5179 R13 C CAC 07-09 EV 100x48 R PG45 odf FL5179 R13 C CAC 07-09 EV 105x51 R PG45 odf FL5179 R13 C CAC 07-09 EV 136x63 R PG25.pdf FL5179 R13 C CAC 07-09 EV 148x48 R P 30 odf FL5179 R13 C CAC 07-09 EV 84x48 R PG55 odf FL5179 R13 C CAC 07-09 EV 84x63 R PG30 odf FL5179 R13 C CAC 07-09-10-20 and 08-09 -10 -20 Waiver.ocif Quality Assurance Contract Expiration Date 06/05/2017 Installation Instructions FL5179 R13 II IN0226 SS 07-09 07-10 07-20 EV 1X odf FL5179 R13 II IN0227 07-09 07-10 07-20 EV 2X odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R13 AE PER3825 SS 2015-06-24 pdf Created by Independent Third Party: Yes 5179.3 07-20 (Nailing Fin Installation) Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premium Plus, Grandura Vinyl 2 -Lite Horizontal Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL5179 R13 C CAC 07-20 HS 73x62 R PG50 (ext) pdf Quality Assurance Contract Expiration Date 07/27/2016 Design Pressure: +50/-50 Installation Instructions Other: 73x62 FL5179 R13 II IN0526 07-02 SL 2X Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.4 07-75 THD 6500 Vantage Pointe Vinyl 2 -Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R13 C CAC 07-75 HS 63x48 R PG55 odf https:/Moridabuilding.org/pr/pr_ppp_Otl.aspx?pcram=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgL6fxKgly4OxErw7f6pCXZKg%3d%3d 215 MODEL DESIGNATION: Simonton Horizontal Slider Series 07-09 / 07-10 / 07-20 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: XX, OX, or XO CONCRETE/MASONRY BY OTHERS) GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness PECORA 896 through which the anchor screw penetrates is a minimum of 0.070". SILICONE CAULK 6' 1/a m n. L O.C. TYP. I 6• 25 PSF 73" 51" ±50 PSF 63" Q 1 X WOOD BUCK 12/23/( BY OTHERS) SILL 11/47/' xUw w a T.D.D. 03/19/' ADDED MIN. EDGE 1ST. NOTE. a o 06 1971 COMPOUND XaQ a i PECORA cna a SILICONE CAULK GLAZING R SPACE 1/8' ANNEALED 4X SCALE W' MAX. OVERALL FRAME WIDTH SIZE CHART OVERALL SIZE VIDTH HEIGff DP RATING 78"63" 25 PSF 73" 51" ±50 PSF 63" 48" ±55 PSF Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.06.24 07:39:24 -04'00' PECORA 896 SIUCONE CAULK CONCRETE/MASONRY BY OTHERS) 3/16'4 TAPCON ANCHOR WITH 1.25' MIN. EMB. INTO CONCRETE MIN. EDGE DIST., SEE NOTE 2 i..,',.• M 1X WOOD BUCK BY OTHERS) PECORA 896 SILICONE CAULK 1/4' MAX. SHIM BY OTHERS) HEAD DATE: 1 4X SCALE T.D.D. 11/25/( PECORA 896 T.D.D. SILICONE CAULK 1 X WOOD BUCK 12/23/( BY OTHERS) SILL 11/47/' 4X SCALE T.D.D. REVISIONS: REVISED BY: DATE: CORRECTED HEIGHT FOR OP 50 UNIT. T.D.D. 11/25/( CORRECTED NOTE 14. T.D.D. 12/16/( ADDED ROLLERS TO SILL SECTION. T.D.D. 12/23/( ADDED NEWIZI-5 A AN LOCATION ANO ADD D NOTES 15 @ 16. T.D.D. 11/47/' UPDATED PER NEW TESTING. T.D.D. 03/19/' ADDED MIN. EDGE 1ST. NOTE. B.J.S. 06 1971 COMPOUND MIN. EDGE DIST., SEE NOTE 2 ECORA 8961/8' PECORA ANNEALED SILICONE CAULK GLAZING R SPACE 1/8' ANNEALED 4X SCALE ACER GLAZING DETAIL TYPICAL 1x WOOD BUCK This document is the properly of Simonton windows, which retains dl proprietary and other rights to Its subject matter. This document Is provided to the recipient on the expressed ondition that It 1. not to be disclosed, reproduced in whole a part, nor used in conjunction with the design, manulactur. or of goods for anyone other than Simonton windows without its consent This restriction does not limit the BY OTHERS) ssp E' 4jr CONCRETE/MASONRY PECORA 896 SILICONE CAULK BY OTHERS) i. 1/4" MAX. SHIM BY OTHERS) 3/16"e TAPCON ANCHOR WITH 1.25' MIN. EMB. INTO CONCRETE',5•`.; MIN. EDGE DIST., SEE NOTE 2 PECORA 896 SILICONE CAULK @JAMB 4X SCALE NOTES: 1. This Installation has been evaluated for use in locations adhering to the current Florida Building Code and where design pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein, for use outside the H.V.H.2. 2. For installation where the sub—buck is less than 1 1/2' (FBC chapter 17 Anchorage Methods) Tapcon type concrete anchors must be used and the length must be such that a minimum 1 1/4" embedment of the Tapcon Into the concrete or concrete block Is obtained, unless otherwise noted. Anchors should be a minimum of 2 1/2" from the edge of the concrete, hollow block CMU, or concrete black. 3. All Interior and exterior perimeter surfaces of the window must be caulked. 4. Adjust Tapcon anchor locations, if necessary, to maintain a minimum of 2.0" clearance from mortar joints. 5. when the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment Into the substrate. 6. Anchor shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Bucks shall extend to interior face of frame such that full support of the from. is provided. 8. Follow ITW/Elco Tapcon anchoring Instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 10, A. Concrete compressive strength — 3000 PSI at 28 days. B. Concrete Masonry Units shall conform with strength requirements of ASTM C90. C. Wood Minlmum Specific Gravity = 0.55 11. Shims are optional. Max. shim stack is 1/4". 12. When using a 3/16"e Topcon through the window frame, pra—drill the thru hole at specified Installation screw locations. 13. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 14. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being installed. 15. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. 16. Designation 'X' and '0" stand for the following: O i 7 _ This document is the properly of Simonton windows, which retains dl proprietary and other rights to Its subject matter. This document Is provided to the recipient on the expressed ondition that It 1. not to be disclosed, reproduced in whole a part, nor used in conjunction with the design, manulactur. or of goods for anyone other than Simonton windows without its consent This restriction does not limit the P.E. i1 3774repair ssp E' 4jr recipient's rights to utilize information contained in this1ieSeaN.FL'R I,,, L document which Is properly obtained from another source. Dimensional Tolerance. Unless Otherwise SyeciFled Decimals Angles X d:.03 XX t .01 0' 30 min. XX% t .005 SIMONTON* 1 Cochrane Avenue Pennsbom, WV 26415 07-09 / 07-10 / 07-20 1x SUCK INST/ V 7/2912615 Florida Building Code Online FL # H -51797R13 esApplicationTypeRevision 0 Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA.101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5179 R13 Eguiv SimEx-PVC-Eguivalencv.odf 7/29/2015 Florida Building Code Ovine Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products FL # Model, Number or Name 5179.1 07-09, 07-10 and 07-20 Method 1 Option A 06/24/2015 06/29/2015 07/05/2015 Description Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premier, Amcraft Grand Estates Premium Plus, Grandura Vinyl 2-1-ite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R13 C CAC 07-09 HS 63x48 R PG55.Ddf Approved for use outside HVHZ: Yes R5179 R13 C CAC 07-09 HS 73x51 R PG50.Ddf Impact Resistant: No FL5179 R13 C CAC 07-09 HS 78x63 R PG25.Ddf Design Pressure: N/A FL5179 R13 C CAC 07-09-10-20 and 08-09 -10 -20 other. 78x63 (+/-25 PSF), 73x51 (+/-50 PSF), 63x48 (+/-55 Waiver.Ddf ASF) Quality Assurance Contract Expiration Date 04/25/2017 Installation Instructions F15179 R13 II IN0137 07-09 07-10 07-20 SL 2X.Ddf FL5179 R13 II IN0259 SS 07-09 07-10 07-20 SL 1X.odf Verified By: American Architectural Manufacturers Association N Created by Independent Third Party: ! Evaluation Reports s FL5179 R13 AE PER3826 SS 2015-06-24.Ddf Created by Independent Third Party: Yes 5179.2 ' 07-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premier, Amcraft Grand Estates Premium Plus, Grandura Vinyl 3 -Lite Endvent Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other. 136x63 (+/-25 PSF), 148x48 & 84x63 (+/-30 PSF), Certification Agency Certificate FL5179 R13 C CAC 07-09 EV 100x48 R PG45.pdf FL5179 R13 C CAC 07-09 EV 105x51 R PG45 pdf FL5179 R13 C CAC 07-09 EV 136x63 R PG25.Ddf FL5179 R13 C CAC 07-09 EV 148x48 R PG30.3df FL5179 R13 C CAC 07-09 EV 84x48 R PG55.Ddf 105x51 & 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) FL5179 R13 C CAC 07-09 EV 84x63 R PG30.pdf FL5179 R13 C CAC 07-09-10-20 and 08-09 -10 -20 Waiver. Ddf Quality Assurance Contract Expiration Date 06/05/2017 Installation Instructions FL5179 R13 H IN0226 SS 07-0907-10 07-20 EV 1X.Ddf FL5179 R13 II IN0227 07-09 07-10 07-20 EV 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R13 AE PER3825 SS 2015-06-24.Ddf Created by Independent Third Party: Yes 5179.3 107-20 (Nailing Fn Installation) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 other. 73x62 Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premium Plus, Grandura Vinyl 2 -Lite Horizontal Slider Certification Agency Certificate FL5179 R13 C CAC 07-20 HS 73x62 R PG50 (ext.).Ddf. . Quality Assurance Contract Expiration Date 07/27/2016 Installation Instructions FL5179 R13 II IN0526 07-02 SL 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.4 07-75 j THD 6500 Vantage Pointe Vinyl 2 -Ute Horizontal Slider j Limits of Use Certification Agency Certificate Approved for use in HVHZ: No =_5!79 R13 C CAC 07-75 HS 63x48 R PG55.odf MOQEL DESIGNATION: Simonton Endvent Slider Series 07-09 / 07-10 / 07-20 Vin)1 Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart V_5A131 E CONFIGURATIONS: XOX GCLNFRAL DESCRIPTION• The head, sill, and side Jamba are extruded PVC. The wall thickness through which the anchor screw penetrates Is a minimum of 0.070". Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.06.24 08:01:08 -000' 1, Y 11A, O.C. TIP. 6" INTO CONCRETE 25 PSF 63" BY OTHERS) 48" 30 PSF 136"60" 63" SILICONE CAULK QI t45 PSF 51" BY OTHERS) I v 55 PSF I l 1 1 W" MAXIMUM OVERALL FRAME 'MOTH Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.06.24 08:01:08 -000' SIZE CHART OVERALL SIZE OR RATING INTO CONCRETE 25 PSF 63" BY OTHERS) 48" 30 PSF 136"60" 63" SILICONE CAULK 48" t45 PSF 51" BY OTHERS) 48" 55 PSF Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.06.24 08:01:08 -000' REVISIONS: e UPDATEDSIZES PER NEW TESTING. 7 ADDED MiN. EDGE DIST. NOTE. B.J.S. 0 0.500" GLASS BITE GLAZING COMPOUND PECORA 896 7— i/8" ANNEALED LA 11R SPACE 1/8" ANNEALED SPACER GLAZING DETAIL IX WOOD BUCK TYPICAL k1/4" RS) CONCRETE/MASONRY A 896 BY OTHERS) -.i..., NE CAULK MAX. SHIM 3/16"P TAPCON ANCHOR OTHERS) WITH 1.25" MIN EMSEMB. INTO CONCRETE MIN. EDGE DIST., SEE NOTE 2 PECORA896 SILICONE CAULK JAMB 4X SCALE DATE NOTES: I. This Installation has been evoluntad for use In locations adhering to the current Florida Building Code and where design pressure requirements as determined by ASCE 7 Minimum Design Load. for Buildings and Other Structures do not exceed the design pressure ratings listed heroin, for use outside the H.V.H.Z. 2. For Installation where the sub—buck Is less than 1 1/2" (FBC chapter 17 Anchorage Method.) Tapcon type concrete anchors must be used and the length must be such that a minimum 1 1/4" embedment of the Tapcon Into the concrete or concrete block Is obtained, unless otherwise noted. Anchors should be a minimum of 2 1/2" from the edge of the concrete, hollow black CMU, or concrete block. 3. All Interior and exterior perimeter surfaces of the window must be caulked. 4. Adjust Tapcon anchor locations, If necessary, to maintain a minimum of 2.0" clearance from mortar pints. 5. Wnan the optional head exponden are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum ambedment Into the substrate. 8. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and Into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer foods to the structure. Bucks shall extend to Interior face of frame such that full support of the frame Is provided. 8. Follow ITW/Elco Tapcon anchoring Instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local Iowa, building code., ordinances, or other safety requirements roots solely with the architect, building owner, or contractor. 10. A. Concrete compressive strength v 3000 PSI at 28 days. B. Concrete Masonry Units shall conform with strength requirements of ASTM C90. C, Wood Minimum Specific Cranky - 0.55 11. Shims are optional. Max. shim stack Is 1/4". 12. When using a 3/18'0 Tapcon through the window frame, pre—drill the thru hole at specified Installation screw locations. 13. When used In areae requiring Impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 14. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window Is being Installed. 13. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. 18. Designation "X" and "0" stand for the following: X: Operable Ponet 0: Fixed Panel Ibis document Is the p Simonton Windows, which tains ad] pr ,tory and other rights to Its subject matter. his doamanl Is provided to the recipient as the eVre-ed dltion Not It 1. not to be disclosed, reproduced M whole o. rt, nor used M cenjunolbn with the deHan. manufooturo or repolr of goods for an • other than S onion Windows without Xs aanssnf. This restd.tlon does not limit the roalpbnVe rights to utilize Information contained In this document which to property obtained tram another source. Dimensioned Tolerances SIMONTON* a '9rios1 Ilnleee Otherwise SpeelRed w i x v o w s T.O.D. 01 1 Cochrane Avenue Pennshoro, WV 26415 Dselmals Anqlee SCA • EE : 0 BY. ATE X3,03 FIT loft X t .01 W 30 min. XXX :k 005 07-08 07-10 07-20 ENOVENT SLIDER s 3/18"0 TAPCON ANCHOR WITH 1.25" MIN. EMB. INTO CONCRETE CONCRETE/MASONRY MIN. EDGE DIST.. SEE NOTE 2 BY OTHERS) PECORA 898 1X WOOD BUCK SILICONE CAULK 2'- (BY OTHERS) CONCRETE/MASONRY PECORA 896 BY OTHERS) SILICONE CAULK 1/4" MAX. SHIM 8Y OTHERS) REVISIONS: e UPDATEDSIZES PER NEW TESTING. 7 ADDED MiN. EDGE DIST. NOTE. B.J.S. 0 0.500" GLASS BITE GLAZING COMPOUND PECORA 896 7— i/8" ANNEALED LA 11R SPACE 1/8" ANNEALED SPACER GLAZING DETAIL IX WOOD BUCK TYPICAL k1/4" RS) CONCRETE/MASONRY A 896 BY OTHERS) -.i..., NE CAULK MAX. SHIM 3/16"P TAPCON ANCHOR OTHERS) WITH 1.25" MIN EMSEMB. INTO CONCRETE MIN. EDGE DIST., SEE NOTE 2 PECORA896 SILICONE CAULK JAMB 4X SCALE DATE NOTES: I. This Installation has been evoluntad for use In locations adhering to the current Florida Building Code and where design pressure requirements as determined by ASCE 7 Minimum Design Load. for Buildings and Other Structures do not exceed the design pressure ratings listed heroin, for use outside the H.V.H.Z. 2. For Installation where the sub—buck Is less than 1 1/2" (FBC chapter 17 Anchorage Method.) Tapcon type concrete anchors must be used and the length must be such that a minimum 1 1/4" embedment of the Tapcon Into the concrete or concrete block Is obtained, unless otherwise noted. Anchors should be a minimum of 2 1/2" from the edge of the concrete, hollow black CMU, or concrete block. 3. All Interior and exterior perimeter surfaces of the window must be caulked. 4. Adjust Tapcon anchor locations, If necessary, to maintain a minimum of 2.0" clearance from mortar pints. 5. Wnan the optional head exponden are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum ambedment Into the substrate. 8. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and Into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer foods to the structure. Bucks shall extend to Interior face of frame such that full support of the frame Is provided. 8. Follow ITW/Elco Tapcon anchoring Instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local Iowa, building code., ordinances, or other safety requirements roots solely with the architect, building owner, or contractor. 10. A. Concrete compressive strength v 3000 PSI at 28 days. B. Concrete Masonry Units shall conform with strength requirements of ASTM C90. C, Wood Minimum Specific Cranky - 0.55 11. Shims are optional. Max. shim stack Is 1/4". 12. When using a 3/18'0 Tapcon through the window frame, pre—drill the thru hole at specified Installation screw locations. 13. When used In areae requiring Impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 14. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window Is being Installed. 13. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. 18. Designation "X" and "0" stand for the following: X: Operable Ponet 0: Fixed Panel Ibis document Is the p Simonton Windows, which tains ad] pr ,tory and other rights to Its subject matter. his doamanl Is provided to the recipient as the eVre-ed dltion Not It 1. not to be disclosed, reproduced M whole o. rt, nor used M cenjunolbn with the deHan. manufooturo or repolr of goods for an • other than S onion Windows without Xs aanssnf. This restd.tlon does not limit the roalpbnVe rights to utilize Information contained In this document which to property obtained tram another source. Dimensioned Tolerances SIMONTON* a '9rios1 Ilnleee Otherwise SpeelRed w i x v o w s T.O.D. 01 1 Cochrane Avenue Pennshoro, WV 26415 Dselmals Anqlee SCA • EE : 0 BY. ATE X3,03 FIT loft X t .01 W 30 min. XXX :k 005 07-08 07-10 07-20 ENOVENT SLIDER s 1/4" MAX. SHIM BY OTHERS) PECORA 896 PECORA 896 SILICONE CAULK SILICONE CAULK 1% W000 BUCK OY OTHERS) CONCRETE/MASONRY BY OTHERS) SILL 4X SCALE REVISIONS: e UPDATEDSIZES PER NEW TESTING. 7 ADDED MiN. EDGE DIST. NOTE. B.J.S. 0 0.500" GLASS BITE GLAZING COMPOUND PECORA 896 7— i/8" ANNEALED LA 11R SPACE 1/8" ANNEALED SPACER GLAZING DETAIL IX WOOD BUCK TYPICAL k1/4" RS) CONCRETE/MASONRY A 896 BY OTHERS) -.i..., NE CAULK MAX. SHIM 3/16"P TAPCON ANCHOR OTHERS) WITH 1.25" MIN EMSEMB. INTO CONCRETE MIN. EDGE DIST., SEE NOTE 2 PECORA896 SILICONE CAULK JAMB 4X SCALE DATE NOTES: I. This Installation has been evoluntad for use In locations adhering to the current Florida Building Code and where design pressure requirements as determined by ASCE 7 Minimum Design Load. for Buildings and Other Structures do not exceed the design pressure ratings listed heroin, for use outside the H.V.H.Z. 2. For Installation where the sub—buck Is less than 1 1/2" (FBC chapter 17 Anchorage Method.) Tapcon type concrete anchors must be used and the length must be such that a minimum 1 1/4" embedment of the Tapcon Into the concrete or concrete block Is obtained, unless otherwise noted. Anchors should be a minimum of 2 1/2" from the edge of the concrete, hollow black CMU, or concrete block. 3. All Interior and exterior perimeter surfaces of the window must be caulked. 4. Adjust Tapcon anchor locations, If necessary, to maintain a minimum of 2.0" clearance from mortar pints. 5. Wnan the optional head exponden are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum ambedment Into the substrate. 8. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and Into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer foods to the structure. Bucks shall extend to Interior face of frame such that full support of the frame Is provided. 8. Follow ITW/Elco Tapcon anchoring Instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local Iowa, building code., ordinances, or other safety requirements roots solely with the architect, building owner, or contractor. 10. A. Concrete compressive strength v 3000 PSI at 28 days. B. Concrete Masonry Units shall conform with strength requirements of ASTM C90. C, Wood Minimum Specific Cranky - 0.55 11. Shims are optional. Max. shim stack Is 1/4". 12. When using a 3/18'0 Tapcon through the window frame, pre—drill the thru hole at specified Installation screw locations. 13. When used In areae requiring Impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 14. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window Is being Installed. 13. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. 18. Designation "X" and "0" stand for the following: X: Operable Ponet 0: Fixed Panel Ibis document Is the p Simonton Windows, which tains ad] pr ,tory and other rights to Its subject matter. his doamanl Is provided to the recipient as the eVre-ed dltion Not It 1. not to be disclosed, reproduced M whole o. rt, nor used M cenjunolbn with the deHan. manufooturo or repolr of goods for an • other than S onion Windows without Xs aanssnf. This restd.tlon does not limit the roalpbnVe rights to utilize Information contained In this document which to property obtained tram another source. Dimensioned Tolerances SIMONTON* a '9rios1 Ilnleee Otherwise SpeelRed w i x v o w s T.O.D. 01 1 Cochrane Avenue Pennshoro, WV 26415 Dselmals Anqlee SCA • EE : 0 BY. ATE X3,03 FIT loft X t .01 W 30 min. XXX :k 005 07-08 07-10 07-20 ENOVENT SLIDER s