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HomeMy WebLinkAbout2630 S Laurel Ave; 18-3763; WINDOWSSER ' 2018SOT{I Na, PERMIT APPLICATIONFORD BUfLDiNG DIVISION Application No: 19- 3-- ` tD5 Documented Construction Value: $ 1,01 oco Job Address: _Z D "Ld _ Historic District: Yes No Parcel lD: V " C' W Residential commercial Type of Work: New Addition Iteration Repair Demo Change of Use Move Description of Work: V, lv L/yA06a)s S, Plan Review Contact Person:,/ VI Lk Phone• 4o1 -5 I — D Fax: I hl h Email: aCQst tloraA -va cz ) Property Owner Information jj p (,, Name e-J a Phone: i-q 1 ` - U 31 co Street: Ao3bL5Resident of property? City, State Zip:,_< A"Itt)-rct Name Street: City, State Zip: r )VAU"k .o 1' (• Name: Street: City, St, Zip: Bonding Company: Address: rQ In,- l '(( ax: State License No.: M C, ()?(e 02)0 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 TIRST 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: 6'i' Edition (2017) Florida Building Code 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Ag t Date d' d,,,,,, Jesyca GoldO..P.In NOTARY PUBLIC STATE OF FLONIVA O Agent is Personall to irs* 235a1 xpirer> Produced ID Type of ID Si0gnatureof Co r ctor/Agent Date Print ontractor/Agent's me ntO Signature of Notary -State of Florida ate Jesyca Goldsteind[rrar NOTARY PUBLIC STATE OF FLORIUA C rrnrw 6G128542 a, ht Expires 7/26121 Conti ractor/Agent is Person y Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: C;4F SCPA Parcel View: 01-20-30-505-0000-0120 Page 1 of 2 JDAMINMRParcel Information Property Record Card Parcel: 01-20-30-505-0000-0120 Property Address: 2630 S LAUREL AVE SANFORD, FL 32771 Parcel 01-20-30-505-0000-0120 Owner( s) AZQUEZ, ESTRELLE Property Address 2630 S LAUREL AVE SANFORD, FL 32771 Mailing Subdivision Name 2630 S LAUREL AVE SANFORD, FL 32771- PINE CREST HEIGHTS REPLAT Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions I I V.If V I R fi 115. 92 Legal Description LOT 12 PINE CREST HEIGHTS REPLAT PB9PG77 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 81,114 $0 81,114 Schools 90,679 $0 90,679 City Sanford 81,114 $0 81,114 SJWM( Saint Johns Water Management) 81,114 $0 81,114 County Bonds 81,114 $0 81,114 Sales Description Date Book Page Amount Qualified VaGlmp SPECIAL WARRANTY DEED 10/1/2016 08803 0454 106,000 3 No Improved CERTIFICATE OF TITLE 4/1/2009 07171 1333 100 No Improved WARRANTY DEED 11/1/1994 02849 0196 63,900 Yes Improved WARRANTY DEED 12/1/1988 02030 05_1_2 57,000 Yes Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT — 0.00 0 00 1 20,000.00 20,000 Building Information uilt L ea Fixtures BedBathBas! rea Total SF Living SF Ext Wall Adj Value R Va AppendagesEffective970 61,048 1,798 1,554 $70,679 p Descrition Area http:// parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=01203050500000120 9/5/2018 AN HOME IM tVw.3whatftr,fiml Promotional Code:_--__ _ JZ_ till Q j?Il a ua. Pre -Installation hrspedion: Add' es City, State;--r— Home Phone: Email - Cell Phone: I _ A&W Home Imp. agrees to obtain all permits, measure, manufacture, and/or **T Window Color: OUT Copping Color: furnish and install the following products for the amount stipulated below: I Z w f A Cuantity D' Quantity SINGLE HUNG Y DOUBLE HUNG wolf Screen Temp Sash LjHOIf Screen Temp Sash 0 ull een OBS Sash OBS Sash Grics Gr s 110 YES Oriel Sty NO ES 1GridSre Grld Style uantity Quantity 3-LITE SLIDER t t 2-LITE SLIDER Half screen Temp Sash t /,-/z4 Temp sash Full Screen OBS Sash t/3-t/3-r/3 OBS Sash G i i s —' ~- s 7_ El Grids Ends Only N S _ Grid Style NO S- Grid Style Quantity i uantity CASEMENTPICTURE nt Full Screen Temp Sash O No Screen Temp sash WINDOW _ El Sash El OBS Sash GridsF Gr s IN YES NO S Grid Style Grid St le uentit SPECIALTY uantity 2 VENT CASEMENT Temp Sash WITH DEADLITE i,2 Full Screens Temp Sash WINDOW OBS Sash OBS Sash ri s G t s r/ \ f N ES L Style window Grid Style Grid Style uanti 2 VENT uantit , 5'-6'-.8' -_9' n2 Fall Screens Temp Sash PATIO SLIDER 1 2' RATIO SLIDER CASEMENT __cusTorn _ f z' 7 - OBS Sash -- - -- G $ 7triES O Y . G.id S rle F - q I$CAvtAJ -/A r Cyd e IT 1 Ut cr,l i,col aw127 all job related del,ri'. Homc._ ovrnr i. responsible for. all painting. Preexist#nt7 conditions, disconnecting & r:= rtimt i, ae•:ucili atarar systems: and all electoral rind plumbing needs prior to the job and hetore installation. 11w, mhhoo ca uuins tit attire agreement between all Parties: iheie ale ne slutemenls, promises, of inducements made by either party, at agent of either party, that are not contained m this writtenmnlwd ]hot ore valid of binding this contract may not be enlarged, modified, or aiered, unless in wt ding and signed by both parties. A&W Home Imp. shell not be liable for any delay nm+pa fmamince loused bf an act of God strikes, unavailability of materials, or any other sonfingeniy beyond its control foyer agrees Ihot the equity m this property Is seamty for this had i contract calls lot made to order goods. it is not sublecl to c icethhort enept as slated on the rescission imrn A&W flume Imp will start installation (weather pennithngl on or about r `VreAs lion] the above dale, with completion on or abwti oys after the start al proiea, All wdrranties ate null and void it A&W Home Imp does not leaf" lull and lout paymentprodurliandsetvicesatthecompfetionofthemstallahmtAccordingtothe (anttrudimi tieglaws, Ilmse who work ins your properly or ptovtdu materials and setwes Unit ate not paid in tuff have a right to enfare'tlieu (loam for puymeni,against your property This dotal is known as a ConsinJchnn Gen It your ronhadar (ails to pay subrontwstan or male' atpphen- thosewhooreawedmoneyma/look to your property far payment, even If you paid your roniracror in lull If you fail to pay your tnhlrodor you' ronbotloc may also have a tight to the U ben on your property This means d a lien is filed an your properly, this property could he sold against your will fo pay lot labor, maletlUls or other wt'voes flint your rnntradol may have fatted In pot; To protect yourself, you ran require your contractor to foolish you with a written hen release offer ploie(I completion and monies paid to Il'e mnhadm 11 Ihe. cnnhaclor provided you with a 'Nalice to'Owner', this oufae must he posted on your property, if this ads isapplicable Ins agree Wool does noj b argme binding unless and; m until 11 has heel' aaepfed by on aWl+anted stgmalure of 401 Name Imp I ogree'to allow ASW Home Imp to contact are via "Email —Text —_Phone. Iurat ontoDewn ----- lurAbove y V2 s sl Credit Card i__finance X f lY — -. ya,t/ lfrn. I,:rr•.nnidHete:itnl:.q. Dote i r - Drcle A, rili l gtesem riP_)r•. cat^ _Pn.;IMame Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018101323 Book:9204 Page:529; (1 PAGES) RCD: 9/5/2018 10:00:58 AM REC FEE $10.00 CERTIFIEDCOPY GRANT MALOY ERK OF THE RCUIT COURT ADC.. , OL SE VI NOL :UUi Y, IDA i ti THIS INSJRU14ENT REPAREP B ,. Name: Lk - UIA&LO r V BY DEEPUTTY "F_•Rry K'p Address: / Oate_a . _ _ ._ 3TZTJ I8 NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: (J ) -,;o - 3o ' o00 C/? - 00,0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. t DESCRIPTION OFJ-OPERTx (Legal description of tqe property and street address if available) 2. GENERAL DESCRIP 10N OF IMPROVEMENT: Y1('( na ni / h y_t 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and Interest in 100P/v- v property: Fee Simple Title Holder (if other than owner listed above) Name: 4. CONTRACTOR: Address: U1-t" 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: Number. Amount of Bond: 6. LENDER: Name: Phone Number. Address: T. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713. 13(1)(a)7., Florida Statutes. Phone Number: Address: 6. In addition, Owner designates to receive a copy of the Liences Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713,13, FLORIDA STATUTES, AND CAN 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 B=( Sigiiature RECORDING YOUR NOTICE OF COMMENCEMENT. Gs f (A U?Zc, u-eZ owners or Lessee's (Print Name and Provide Signatu TWe/OMce) Authorized Oflcer/ Directo P rtner/Maneger) State of : L1 QrLGkCL- County of The foregoing instrument was acknowledged before me this f4-1 day of A1 .2016 by V LA- 1-- Name of person making t' ement who has produced Identification L ype o Identification produced: d,•"•+>, lesyca Goidstein rr i NOTARY PUBLIC STATE OF FLORIDA Camtn#GG128542 Expltas 7/26/ 21 Who is oersonaliv, known to me OR POWER OF ATTORNEY Date: I hereby name and appoint of Gold Standard Builder Services LLC to be my lawful atto—me-in=fadCto act for me, and apply to the Division of Building Safety for a Building permit for work to be performed at a location described as: Parcel ID #: Section Township Range Subdivision Block Lot 15 Digit Parcel Number) Subdivision Name: Vazquez— L- ProjectAddress: Owner of Property: 15 e,k a Cto 30 J' -CLLi e 1 City: ' 7MM r U Zip Code: 3 3 77 and to sign my name and do all things necessary to this appointment. John Dexter CGC036020 Contracto Name) (Type or Print) (Contractor's License Number) Vtractor Signature) The foregoing instrument was acknowledged before me thifZ day of 1 of20jS-,by,—)0h,[ hudw.— who is personally known to—e or who produced as identification and who did not take an oath. d1q//y1A, oC Not Public Print name) 4 Notary Public (Signature) Rev 03/13/13 a'•", JesycaGoldstein NOTARY PUBLIC 5"rATE OF FLORIDA COMM# GG128542 Expires 7/26/21 i Revision Response to Comments 0- 1 " I . City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date Project Address: L t-- Contact:—JAS0I\,L GoL.DS13r tit oZ M,grIZ V4 Ph: Lf o'i -S"A 1- O f 4 '4- Fax: Email: .SAt-C e, &0LJp -q-A-IQ -VL-Cs . Corte Trades encompassed in revision: General description of revision: Building I All S-rAL I J5+-. 2 SJL--S Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building T fyDa ROUTING INFORMATION Approvals fir r©-23•l PLAN REVIEW COMMENTS o -3- /& Application Number: 18-3763 Date: 0 J Project Description: Windows Contact Name: Mary White Job Address: 2630 S Laurel Ave Contact Email: sales(a,goldstandard-res.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Please submit two (2) copies of an exterior wall floor plan indicating the location and size of each window that will be replaced. FBC 107 0on2lease submit two (2) copies of Florida Product Approval and corresponding installation instructions for the picture window, as e were provided. 00t. 107 lorida Product Approval was submitted for the double hung windows, however the corresponding installation instructions were Please submit two (2) copies of installation instructions corresponding to the product approval. FBC 107 dKP ywto% fo 31% Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival Respectfully, Steve Fiorey, CBO Deputy Building Official 1- Revision Response to Comments City of Sanford Building & Fire Prevention Division X\ r Ph: 407.688.5150 Fax: 407.688.5152 V \ Email: building@sanfordfl.gov Permit -7 co . _Submittal_Date Project Address: o 30 (—,,- e- ( — Contact: Ph: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 13 Building -1u 02. 6or ret-{ m S 5 kA - Crrw r.cfo lkecf 5 f eJ ('s t-r Kato - reac y tcgistue RECORD COPY Ave-- 4 M Q REVIEWED POR CODE COMPLIANCE n PLANS EXAMINER la• z3• IZ' DATE SANFORD BUILDING DIVISION - o W A PERMIT ISSUED SHALL BE CONSTRUED TO BE A oto > LICENSE TO PROCEED WITH THE WORK AND NOT AS M m AUTHORITY TO VIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRINGF ERRORS IN PLANS, TICONSTRUCTION OR VIOLATIONS OF HIS CODE to a;- SA/vFORD f8- 3 63 pgRTMEc, C' oN` ow M N N " n N C) C .., C. SCIS Home 1 tog In i User Registration I Hot Topics 1 Submit surcharge ! Stats & Facts j Publicatimis 11 Contact us I ScIs site Map ! Links I searcli I orida Product Approval USER: Public User Product Approval Menu > Product or Application Search : Appficatfon List > AppRcatlon Detail a FL # FL16069-R2 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Slocomb Windows and Doors Inc. Address/Phone/Email 247 Old River Rd Wilkes-Barre, PA 18702 800)248-5494 Ext243 nate.blackwelder@slocombwindows.com Authorized Signature Luis Lomas rllomas@lrlomaspe.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email SA FORD Category Windows FPAR Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2006 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ; Yes No :' N/A Product Approval Method Method 1 Option A Date Submitted 01/31/2018 Date Validated 01/31/2018 Date Pending FBC Approval Date Approved 02/04/2018 Summary of Products FL # Model, Number or Name Description 16069.1 143 PICTURE WINDOW 50X63 143 PICTURE WINDOW 5OX63 IMPACT IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16069 R2 C CAC 286-1041CAR.pAf Approved for use outside HVHZ: Yes FL16069 R2 C CAC 286-215CAR.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 12/15/2018 Other: Installation Instructions FL16069 R2 II 08-01724A.pdf Verified By: Luis Roberto Lomas 62514 Createdby Independent Third Party: Yes Evaluation Reports FL16069 R2 AE 512405A.pdf Created by Independent Third Party: Yes 16069. 2 143 PICTURE WINDOW 50X63 NON 143 PICTURE WINDOW 50X63 NON IMPACT FRAME & FIN IMPACT INSTALLATION Limits of Use i Certification Agency Certificate Approved for use in HVHZ: No FL16069 R2 C CAC 286-771CAR.{Ldf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Gate Impact Resistant: No 07/15/2018 Design Pressure: +80/-80 Installation Instructions Other: FL16069 R2 II 08-01814A.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL16069 R2 AE 512500A.pdf Created by Independent Third Party: Yes 16069. 3 143 PICTURE WINDOW 64X84 IMPACT 143 PICTURE WINDOW 64X84 IMPACT Limits of Use a Approved for use in HVHZ: No Certification Agency Certificate FL16069 R2 C CAC 286-1040CAR.p lf Approved for use outside HVHZ: Yes FL16069 R2 C CAC 286-214CAR.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 1 12/ 15/2018 Other: Installation Instructions FL16069 R2 II 08-01725A.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL16069 R2 AE 512406A.pdf Created by Independent Third Party: Yes 16069. 4 143 PICTURE WINDOW 64X84 NON 143 PICTURE WINDOW 64X84 NON IMPACT IM PACT Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16069 R2 C CAC 286-1042CAR.pdf Approved for use outside HVHZ: Yes FL16069 R2 C CAC 286-770CAR.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design pressure: +80/-80 07/14/2018 Other: Installation Instructions FL16069 R2 II 08-01815A.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL16069 R2 AE 512501A.ndf Created by Independent Third Party: Yes Saa: ic Kid Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyryht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: N Ui tl i !i V it P i'ti 6 i ti NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOU REMENTS OF THE FLORIDA BUILDING CODE, M 2, WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING- IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. t 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 5. FRAME MATERIAL: EXTRUDED RIGID PVC. 6. UNITS MUST BE GLAZED PER ASTM E1300-04. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR NAIL FIN ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #B WOOD SCREWS WITH SUFFICIENT LENGTH TO ACI-IEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE A<ICHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN EL-VATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1 j2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #13 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTA_LATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C.MASONRY - STRENGTH CONFORMANCE TO AStM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8' THICK MINIMUM 15. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 CROSS SECTIONS AND B.O.M. 3 - 5 INSTALLATION DETAILS REVISIONS REV I DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 07/07/15 1 R.L. SLOCOMB WINDOWS AND DOORS 247 OLD RIVER ROAD WILKES—BARRE, PA 17802 SERIES 143 PICTURE WINDOW — NON —IMPACT 50" x 63" NOTES N: I DWC NO. A.P. I 08-01814 SCALE NTS JATE 10/08/12 1 SHEET OF 5 REV A SIGNED: 0710812015 60" MAX FRAME WIDTH 1" 6" I-- MAX —-- —I 6" MAX 6" MAX 13" 63" MAX O.C. MAX FRAME HEIGHT 6" MAX 6 M FR HE 6" MAX 1 6" MAX 12" MAX O.C. J 3" 4X ME GHT 6" MAX 6" MAX SERIES 143.000 PIN SERIES 143.000 PW EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING t80.OPSF NONE t75.OPSF NONE REIISIONS REV DESCRIPTION DATE APPROVED A I REVISED INSTALLATION DETAILS 1 07/07/15 1 R.L. SLOCOMB WINDOWS AND DOORS 247 OLD RIVER ROAD WILKES—BARRE, PA 17802 SERIES 143 PICTURE WINDOW — NON —IMPACT 50" x 63" ELEVATIONS DRAWN: DWG NO. A.P. 08-01814 SCALE NTS I DATE 1 0/08/ 1 Z ISHEET2 OF 5 SIGNED: 0710812015 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING METAL 3/4" MIN. A REVISE) INSTALLATION DETAILS 07/07/15 R.L. OR 2X BUCK STRUCTURE EDGE DISTANCE BY OTHERS 1 3/8" MIN. BY OTHERS 1/4" MAX. EMBED' ENT SHIM SPACE APPROVED O APPROVED L 3/4" MIN. EDGE DISTANCE INTERIOR SEALANT 1/4" td.4X. SEALANT 1/4" MAX. SHIM SPACE SHIM SPACE 10 WOOD 10 SMS OR SCREW 10 SMS OR SELF DRILLING SELF DRILLING SCREWS SCREW METAL STRUCTURE BY OTHERS APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION EXTERIOR INTERIOR 1 3/8" MIN. 1/4" MAX. EMBEDMENTF SHIM SPACE EXTERIOR INTERIOR 1/2" MIN. EDGE DISTANCE INTERIOR O #10 WOOD SCREW O SMS OR SELF DRILLINGSELF t0 WOOD SCREW SCREW APPROVED APPROVED WOOD FRAMING SEALANT 1/4" MAX. SEALANT OR 2X BUCK EXTERIORSHIMSPACEa1/4" MAX. BY OTHERS SHIM SPACE APPROVED WOOD FRAMING 1 3/8" MIN. METAL SEALANT OR 2X BUCK EMBEDMENT STRUCTURE BY OTHERS B" OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION 3/4" MIN. 1/2" MIN. EDGE DISTANCE SIGNED:0710812015 EDGE DISTANCE VERTICAL CROSS SECTION SLOCOMB WINDOWS AND DOORS SE METAL STRUCTURE INSTALLATION BARRE, LD EPAR 7802 AD o\klIlII1//// v;\ WOVEOD FRTICALAMING RR2OBUCSS INSTALLATION WILKES247 NOTES: SERIES 143 PICTURE WINDOW - NON IMPACT ' Ipy 24= i. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, 50" x 63" NOT SHOWN FOR CLARITY. INSTALLATION DETAILS l-_,"FJn( D , TAT OF 2 PERIMETER AND JOINT SEALANT BY DESIGNED IN ACCORDANCE WITHA ?ES20BE DRAWN: DWC ND. REV ll' 'clORldp: Gam ` OSSOE 81 4 A ///S/O,)IAL : SCALE DATENTS 10/08/12 3 OF 5 s CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK — TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 APPROVED SEALANT 2 1/2" MIN. EDGE DISTANCE d < ° v ° °4 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 1/4" TAPCON EXTERIOR II II INTERIOR 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY B" OTHERS OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1/4" TAPCON 1 2 1/2" MIN. EDGE DISTANCE REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED INSTALLATION DETAILS 07/07/15 1 R.L. ev 1/4" MAX. e < SHIM SPACE oa v • o EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION INTERIOR APPROVED V 1/4" TAPCON SEALANT OPTIONAL BUCK 1/4" MAX. SHIM SPACE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, TO BE PROPERLY O NOT SHOWN FOR CLARITY. SECURED 2. PERIMETER ANDJOINT SEALANTBY OTHERS To BE SEE NOTE 3 SHEET 1 DESIGNED INACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY 1 BY OTHERS a SIGNEO.'07/08/2015 1 1/4,. MIN. EMBEDMENT SLOCOMB WINDOWS AND DOORS u11111rrr d ° 247 OLD RIVER ROAD LO!/2 i WILKES-BARRE, PA 17802 GElve, '': 3__ 1/2" MIN. SERIES 143 PICTURE WINDOW — NON—IMPACT___t7 EDE DISTANCE 50" x 63" VERTICAL CROSS SECTION INSTALLATION DETAILS yn j _— 0 7AT OF CONCRETEA4A SONRY INSTA L LA TION DRAWN, DWG 10. REV w<v` oRivP \Z' 08 s0E 814 A At1EN` SCALE Dh ENTS 10/08/i2 4 OF 5 mm APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIS EDGE DISTAN EXT 7/16" MII EDGE DISTAP 8 WO SCR APPRO" SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION IOOD RAMING Y OTHERS 1/4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION DATE APPROVED A I REVISE-) INSTALLATION DETAILS 1 07/07/15 R.L. WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE 1 1/4" INTERIOR MIN. EMBEDMENT 8 WOOD SCREW [ APPROVED 7/16" MIN EXTERIOR SEALANT EDGE DISTANCE BEHIND FIN JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 1/4" MAX 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112 SLOCOMB WINDOWS AND DOORS WOOD 247 OLD RIVER ROAD FRAMING WILKES-BARRE, PA 17802 BY OTHERS SERIES 143 PICTURE WINDOW - NON -IMPACT 50" x 63" INSTALLATION DETAILS DRAWN: DWO NO. RSV A.P. 08-01814 A SCALE NTS IDATE 10/08 /12 SHEET OF 5 SIGNED: 0710812015 s A i r , SCIS Home Log In # User Registration I Hot Topics Submit Surcharge ! Stats & Facts j Publications I Contact Us j eCIS Site Map Links Seareli 1 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #. FL16066-R4 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the P.O.0 :and/or ;th,e ,Commission. ,if ,necessary... Comments Archived Product Manufacturer Slocomb Windows and Doors Inc. Address/Phone/€mail 247 Odd River Rd Wilkes-Barre, PA 18702 800) 248-5494 Ext243 nate.blackwelder@slocombwindows.com Authorized Signature Luis Lomas rllomas@lrlomaspe.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email UiLDincCategoryWindows Subcategory Double Hung SANFORD Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, 'Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending k Approval Date Approved. Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 01/31/2018 02/12/2018 02/19/2018 Year 2005 2011 Summary of Products FL # Model, Number or Name Description 16066.1 143.195 DOUBLE HUNG 48X72 NON 143.195 DOUBLE HUNG 48X72 NON IMPACT IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16066 R4 C CAC 286-1039.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL16066 R4 II 08-01727A.odf Verified By: Luis Roberto Lomas 62514 Created ,by •IndependentT.hird Party: Yes Evaluation Reports FL16066 R4 AE 512408A,pdf Created by Independent Third Party: Yes 16066.2 477 WINDBLOCKER DOUBLE HUNG 477 WINDBLOCKER DOUBLE HUNG 44X77 Limits of Use Certification Agency Certificate A-ppPlDYfpl1 for Vie iq J4Y.HZ, ;No FL16066 R4 C CAC 286-437CAR.12df Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date I1hoaft Res SWit- Nb 112/14/2019 Design Pressure: +50.0/-50.0 Installation Instructions Other: FL16066 R4 II 08-02733.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL16066 R4 AE 513517.pdf Created by Independent Third Party: Yes r 16066.3 477 WINDBLOCKER DOUBLE HUNG 477 WINDBLOCKER DOUBLE HUNG 44X63 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16066 R4 C CAC 286-439CAR.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/14/2019 Design Pressure: +50.0/-50.0 Installation Instructions Other: FL16066,. R4; .II...:08-02729..pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL16066 R4 AE 513513.pdf Created by Independent Third Party: Yes 16066.4 477 WINDBLOCKER DOUBLE HUNG 477 WINDBLOCKER DOUBLE HUNG 54"X72 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16066 R4 C CAC 286-1603CAR.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/17/2019 Design Pressure: +55.0/-55.0 Installation Instructions Other: FL16066 R4 II 08-02728.pdf Verifig4 Dy; j-uis;Rob_ertg L_omo5 62514 Created by Independent Third Party: Yes Evaluation Reports FL16066 R4 AE 513512,pd Created by Independent Third Party: Yes 16066.5 677 PROTECH DOUBLE HUNG 40X63 677 PROTECH DOUBLE HUNG COMPOSITE REINFORCED 40X63 NON IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16066 R4 C CAC 286-747CAR.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/17/2021 Design Pressure: +55/-55 Installation Instructions Other: FL16066 R4 II 08-01719A.p Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL16066 R4 AE 512400A.Pdf Created by Independent Third Party: Yes 16066.6 677 PROTECH DOUBLE HUNG 44X75 677 PROTECH DOUBLE HUNG COMPOSITE REINFORCED 44X75 NON IMPACT Limits of Use Certification Agency Certificate Approved for use in HV lZt No FL16066 R4 C CAC 286-746CAR.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/17/2021 Design Pressure: +35/-35 ! Installation Instructions Other: FL16066 R4 II 08-01428A.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL16066 R4 AE 512050A.pdf Created by Independent Third Party: Yes 16066.7 677 PROTECH DOUBLE HUNG 54X72 677 PROTECH COMPOSITE REINFORCEMENT DOUBLE HUNG WINDOW 54X72 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16066 R4 C CAC 286-1396CAR.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No i 132/05/2019DesignPreas11rLl! +50.0/-55.0 Irls"115tlbri Instr"Uetl6hs 1 Other: FL16066 R4 II 08-02727 .pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL16066 R4 AE 513511.pdf Created by Independent Third Party: Yes Series 143.095 PVC Double Hungj16066.8 --- { WII ndowI Series I43.095 PVC Double Hung Window - Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16066 R4 C CAC 286-742.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/29/2018 Design Pressure: +20.0/-20.0 Installation Instructions Other: FL16066 R_ II 08-02820.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL16066 R4 AE 513612.pdf Created by Independent Third Party: Yes 16061 6.9 Series 143.095 PVC Double Hung Series 143.095 PVC Double Hung Window - 40"x63" -Non- Window Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16066 R4 C CAC 286-744.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/29/2018 Design Pressure: +35.0/-35.0 Installation Instructions Other: FL16066 R4 II 08-02819.pdf Verified By: Luis Roberto Lomas 62514 Created by Ir)dtr)ehdeht Third Party: YeS Evaluation Reports FL16066 R4 AE 513611.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyight 2007-2013 State of Florida.:: Privacy at :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2312, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, F.S., please click here . Product ApprovaiAccepts: BAac REVISIONS: REV. - DESCRIPTION -. - DATE APPROVED A REVISED INSTALLATION DETAILS- - 12/09/13 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1 X -SUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER. OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3, WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED RIGID PVC. 6. UNITS MUST BE GLAZED. PER ASTM :E1300-04. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS. REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM `STACK TO BE 1/4". 9. FOR ,ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING INTO MASONRY/CONCRETE` USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO.ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE .STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL` 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM SIGNED: 07110212015 SLOCOMB WINDOWS AND DOORS 247 OLD RIVER ROAD \\<J g R. C 4f WILKES—BARRE. PA 17802 ,•v CEN'S 9 y,% TABLE OF CONTENTS SERIES PACT 5 VINYL DOUBLE HUNG • alto g 5 *.— NON —IMPACT WINDOW — 48" X 72"— oSHEETNO. DESCRIPTION NOTES pO• TAT OF Z 1 NOTES DRAWN. DWO NO. - - REV pR1aP G\C 08 7A 3 5 NSjALLATION DETAILS SCALE DALE 09/12/12 10F 5 At REVISIONS.' REv DESCRIPTION DATE APPROVED Ip STALLATION DETAiLS I 12/09/13 R_L —_ 48' MAX' FRAME WIDTH - 48" MAX WIDTHRAME 2., .MAX I E- 10" MAX O.C.-1 2 MAX 2" MA;! f6° MAX'- M 10' MAX Q.C. MAX O.C. X J2,. MAX I— 1l.. 72" MAX FRAME t - i----''------. 1FRAMEIHEIGHTj 1 HEIGHT I i 1 1 2" MAX SERIES 143.195 DH SERIES 143.195 DH EXTERIOR VIEW - - EXTERIOR VIEW - - FRAME INSTALLATION- - - FIN INSTALLATION - - DESIGN PRESSURE RATING i IMPACT RATING 50PSF. Nome SIGNED: 07102,12015 SLOCOMB WINDOWS AND DOORS rrvlltllll S R L04j i NOTES. 247 OLD RIVER ROAD WILKES-BARRE, PA 17802 w•GEll - 1. MAXIMUM SASH SIZE 43 3/8' X 34 5/e" 2. MAXIMUM U L.Q: 41 3/8" X 32 3/8" SERIES 143.195 VINYL DOUBLE HUNG p 5 *= NON -IMPACT WINDOW - 48" X 72" ELEVATIONS STAT FO DRAWN: GWG NO. R7 iI/' (ORIAP A. US A s O11 11\0 S nPE NTS OhTE 09/1 2/12 so `' 27OF 5 REVISIONS ... REV DESCRIPTION M7E APPROVED WOOD FRAMING- METAL - A REVISED INSTALLATION DETAILS - 12/09/13 R.L. OR 2X BUCK STRUCTURE BY OTHERS BY ,OTHERS 1 f4" MAX. f SHIM SPACE INTERIOR APPROVED a 5/8" MIN f APPROVED SEALANT 1/4'" MAX. J SHIM SPACE SEALANT 1/4" MAX. SHIM SPACE EDGE DISTANCE Q Q 0 8 SMS OR o0 HEAD MUST BE SET HEAD MUST BE SET SELF DRILLING 1N A BED OF IN A BED OF SCREWS APPROVED SEALANT APPROVED SEALANT METAL' STRUCTURE BY OTHERS APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION -. Q 1 Q 1 1/4" MIN. II.. 1/4" MAX. EMBEDMENT I SHIM SPACE EXTERIOR INTERIOR I I INTERIOR I XTERIOR ( INTERIOR 7/16" MIN. EDGE DISTANCE i Q SILL MUST BE SET IN A BED OF U Q 8 WOOD-zx o0 Q i APPROVED SEALANT SILL MUST BE SET SCREW r I IN A BED OF APPROVED 'SEALANT APPROVED APPROVED WOOD FRAMING O SEALANT Q/4" MAX. SHIM SPACE SEALANT 1/4" MAX. OR 2X BUCK BY OTHERS EXTERIOR 1 r l SHIM SPACE APPROVED JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK METAL STRUCTURE SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS BY OTHERS SIGNED: 0710212015 VERTICAL CROSS SECTION VERTICAL CROSS SECTION SLOCOMB WINDOWS AND DOORS24711IItI/!/rWOODFRAMINGOR2XBUCKINSTALLATIONMETALSTRUC7ZIAEINSTALLATIONR. 2p4f. i/Z. OLD RIVER ROAD WILKES—BARRE, PA 17802 Nv GENS SERIES 143.195 DOUBLE HUNG k 0 8 51 k= NOTES: NON —IMPACT WINDOW — 48" X 72" 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, INSTALLATION DETAILS TATO F NOT SHOWN FOR CLARITY. c( 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DES IGMED IN ACCORDANCE WITHIASTM E2112 DRAWN: DWG NO. Rtv 0 k10" • N,49;" scuPE ontE 08.S0' A rs ONAL,l#N\ NTS 727 09/12/12 3 OF 5 REVISIONS. CONCRETE/MASONRY BYOTHERSJA d a REV DESCRIPTION DATE APPROVED a• `- A REVISED INSTALLATION DETAILS 12/09/13 R.L. OPTIONAL- IX BUCK Q: a'• TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 1/4" MIN. EMBEDMENT APPROVED 1/ 4" MAX. CONCRETE/ MASONRY SEALANT SHIM SPACE BY OTHERS e OPTIONAL 1X BUCK 1/4" MAX. TO BE PROPERLY 0 SHIM; SPACE HEAD MUST BE SET SECURED SEE NOTE 3 SHEET i t= IN A BED OF APPROVED SEALANT 3/16" TAPCON v INTERIORM1 EXTERIOR ; i_ p INTERIOR a o0 2 1 /2' MIN. EDGE DISTANCE O i EXTERIOR i APPROVED SEALANT JAMB INSTALLATION DETAIL. 34SILLMUSTBESETIN A BED OF CONCRETE MASONRY APPROVED' '-! I APPROVED SEALANT SEALANT 1 / 4" MAX. OPTIONAL 1 X BUCK 0 SHIM SPACE TO BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 CONCRETE/ MASONRY BY OTHERS a. _ a a , 4. SIGNED: 07/02/2015 Q SLOCOMB WINDOWS AND DOORS 247 OLD RIVER ROAD R • LQ i VERTICAL CROSS SECTION WILKES-BARRE, PA 17802 CENe* 'p BONCRETEIMASONRYINSTALLATION SERIES 143.195 VINYL DOUBLE HUNG o NOTES: NON — IMPACT WINDOW — 48" X 72" 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, INSTALLATIpN DETAILS - p TAT ' OF tIt NOT SHOWNFORCLARITY. - 2. PERIMETER AND JOINT SEALANT 'BYOTHERS TOBE DRAWN: i c• (QmD' owc NO. REVDESIGNEDINACCORDANCE WITH ASTM E2112 08._ 01727 A S' • • • + • G SCALE DATE NTS 09/12/12 4 OF 5 REVISIONS.' REV DESCRIPTION DATE APPROVED APPROVED SEALANT 1 1 4" MIN. - A RE!SED INSTALLATION DETAILS 12j04/13 R1 — ' BEHIND FIN EMBEDMENT 8 WOOD — _ WOOD' SCREW . - - / FRAMING I ( BY OTHERS 1 /4' MAX. - - SHIM SPACE 7 / 1 5" MIN EDGE DISTANCE i T 1/4' MAX I L I) WOOD FRAMING "1 SHIM SPACEBYOTHERS 9 WCUU SCREW \ 01 fJ INTERIOR WN. EMBEDMENT Chi EXTERIOR INTERIOR — t a PROVEJ SEAIA,N? BEHIND FIN 7/16" .MIN _ EDGE DISTANCEQ EXTERIOR - JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION I U4 4" MAX NOTES SHIM SPACE - 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. .PERIMETER. AND JOINT SEALANT BY OTHERS TO BE 7 / 16" MIN _ / 1 / DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE > SIGNED; 0710212015 Ilfi WOOD WOOD SLOCOMB WINDOWS AND DOORS I.rrr 0 41SCREWIFRAMING247OLDRIVERROAD i EMBEDMENT 1T4" MIN. BY OTHERS WILKES BARRE, PA 17802 • jGENg {+ APPROVED SLALANT _. -- - \• ` a BEHIND FIN SERIES 143 195:VINYL DOUBLE HUNG ' A14p(*` VERTICAL _CRQSS SECTION NON —IMPACT wlNDow — 48" x 72" _— WOOD FRAMINGOR2XBUCKINSTALLATION INSTALLATION DETAILS' "p, TAT OF DRAWN: ' DWG NO. Rt %F ' c(OR(P• \\ fSO727, NRP08 ;s/0 SCALE TS riaE 09/12/1E 5 OF 5 RIEQUMIEIID INSPECTION' EcCTION' SEQUENCE. 01-31 I.J i .INmi lU7C.dY1Gf?fQs 1 si'r I AB Max- k ecdoni Desciril2tibnn. Footer / Sethacic Stemwall ! Foundation• / Form Board -.'Survey Slab /Morio Slab- Pre our Lintel / Tie'. Beam / Fill / Down Cell Sheathing;; Walls' Sheathing ! Roof Roof Dry fn j Frame insulation Rough in' Firewall Screw Pattern jDrywall / Sheetrock Lath Inspection Final Solar ! Final Roof .! Final Stucco / .Siding insulation Final Final Utility; Building' Final Door Final WindQw Final Screen.Room Final. Pool Screen Enclosure. Mobile Home Building Final Pre: Demo Final Demo I i Final Single jEamily Residence, Final. Building Other Ifi0U 11 1+UQ;'`iEQ I3rDiQ' I JIin ma j IIn§ e'c lIDe ® Electric. Underground Foote /' Slab Steel Bond Electric Rough T.U.G. j Pre -Power Final Electric Final j • IEINXUI fAkNYrW Mim i'1l1rf1Krj SF1• Max Wf.'/ f tirelY 'll. rl.r`\ry r TJV1Cf, . ..; Inspe6flon DDeacnripti®n Plumbing Underground Plumbing Sewer . . j Plum 'ing Tub Set 11 Plumbing Final I j j I uer -arm „7 p{/(,•. ( pvpL1T.. ti_:.-IG:•'.'n:4vLV..c"y:•!4t 4:`.'LL.ILI my.• .._:J':C•/jjl.e(r w e: 'i1`:. '.1'f.F11. . f. S. N9tin Max. IIn 'c n®n ByesE rkti®n Mechamcal Rough Mechanical. Final I' IYdnn Max rMs ecruon. DescEl flora j Gas Underground Gas Rough Gas. Final REVISED, J'urie 2014