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1085 Atlantic Blvd COMM19-0028 Replace All Windows in Complex COMMERCIAL PERMIT PERMIT NUMBER r41't �`' COMM 19-0028 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ISSUED: 12/20/2019 , ATLANTIC BEACH. FL 32233 EXPIRES: 6/17/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1085 ATLANTIC BLVD COMMERCIAL ALTERATION replace all windows in $268204.00 COMMERCIAL complex TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 177391 0000 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: Homefix Custom 9115-K Whiskey Bottom Road Laurel MD 20723 Remodeling Installation OWNER: ADDRESS: CITY: STATE: ZIP: NCM LLC ET AL P.O.BOX 309 BRIDGEPORT CT 06601 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING BUILDING OFFICIAL NOTES INFORMATIONAL Notes: BUILDING OFFICIAL NOTES Supervisor of installation shall meet with Mike Jones to discuss installations and inspection requirements. Depending on the size of installation crew, one building to be worked in at a time with in progress and finals to be approved before moving on to the next building.All activity to be well documented on maintained on site. FEES Issued Date: 12/20/2019 1 of 2 rf`''''''` COMMERCIAL PERMIT PERMIT NUMBER ,, >f'' ��, COMM19-0028 � -, ,�,, f-, CITY OF ATLANTIC BEACH \, ____ ;11800 SEMINOLE ROAD ISSUED: 12/20/2019 us3r9r ATLANTIC BEACH. FL 32233 EXPIRES: 6/17/2020 DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $987.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $493.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $22.21 STATE DCA SURCHARGE 455-0000-208-0600 0 $14.81 TOTAL: $1,517.52 Issued Date: 12/20/2019 2 of 2 0.4,,trif, City of Atlantic Beach APPLICATION NUMBER �t Building Department (To be assigned by the Building Department.) 800 Seminole Road C K/141,61, _ )4 y r} Atlantic Beach, Florida 32233-5445 lar Phone(904)247-5826 • Fax(904)247-5845 f\/ � ^„o;i �? [E-mail: building-dept@coab.us Date routed: d (to ( (t/ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 0 i3 - 6wol . De a ment review required yr No Applicant: 6 y C,uS-bin.. 9,(�N�(�•�cM� Planning &Zoning Tree Administrator Project: I 4,u,i..t_ a L t w i IIdb,,J W) Public Works Public Utilities Lop-.,nV LX Public Safety �" Fire Services Review fee $ Dept Signature Cgt. Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By � �.Z Florida Dept. of Environmental Protection ILIV Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I Approved. (Denied. ❑Not applicable (Circle one.) Comments: S+C.e. no.te Z .. I rn BUILDIN T r� ' b y PLANNING &ZONING Reviewed by: / ,l Date:/d -/ 7. /I TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ,; -''�/, Building Permit Application OFFICE COPY Updated l0/9/18 ill j _, City of Atlantic Beach Building Department **ALL INFORMATION J HIGHLIGHTED IN GRAY ,. _,�, / 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED Job Address: 1085 Atlantic Blvd. Atlantic Beach Permit Number: eo r`h t ei - ool y Legal Description Part of the Castro Y.Ferrer Grant,Section 38,Township 2 South,Range 29 East,Atlantic Beach RE# 177391-0000 Valuation of Work(Replacement Cost)$268,204.00 Heated/Cooled SF Non-Heated/Cooled CI`i" W • Class of Work: ❑New [Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool OWindow/Door Z f!f "":•• • Use of existing/proposed structure(s): i7lCommercial ❑Residential J VQ Z • If an existing structure,is a fire sprinkler system installed?: EYes Ig1No Q, W O 0 • •Will tree(s)be removed in association with proposed project? ❑ !A Yes(must submit separate Tree Removal Permit) .•••. 1= Describe in detail the type of work to be performed: R�- a�� ALI- j,`,iow ,, i'-. ��r—h��f G &El• cc V 0 Like kind window replacement 1C (�v,'It�►I.• , SC t.i.Ldo:VS t01a rU ~ Z Q Florida Product Approval# see FPA Info sheets for multiple products use product approvaljoa N U) Property Owner Information LC Q F Z Seaside NCM LLC,Goldenvaal Seaside LLC,Seaside W NameMIP MZL LLC Address PO Box 309 IIL Ct Ct City Bridgeport State CT Zip 06601 Phone 203 583-81111 0 0 a S m E-Mail Justin@navarinocapital.com D Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Evan Goldberg or Justin Goldberg FL. . N W W Contractor Information CC Name of Company Installation Services by HCR Qualifying Agent Adam Shampaine (V W Address 9115-K Whiskey Bottom Road City Laurel State MD Zip 20723 Cr Q Office Phone 301-543-8149 Job Site Contact Number State Certification/Registration# CBC1263472 E-Mail adam@homefixcr.com Architect Name&Phone# EnPhone# EivE Workers Compensation Insurer OR Exempt 0 Expiration ffbb'�""��""''+ D 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 the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUVRIG,Sl NSjni4 WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requiremen' s o h 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, tate a encies,or federal agencies. Building Department chi i Tlait t �h aeach FL OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be do (� applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO: . ' ' •' OF CO► MENCEMENT. r,, (Signatu=re of0/ 0_ r Agent) ✓ (Signature of Contractor) Signed and sworn to( r affirmed)before me this�' day of Signed and sworn to(or affirmed)before me this .5 day of t' - S(P A "r . ) (:1-„by - 1 ii k '.,.., ' t� (: Doc # 2019207431 , OR BK 18924 Page 1906, Number Pages : . , Recorded 09/09/2019 01:06 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10. 00 rrn ‘, ornm /9 " bF FICE Copy NOTICE OF COMMENCEMENT State of Rwfda Tax Folio No. 135646'3006 County of Dwat To Whom ft May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: A Dart of the Castro Y.Ferrer Grant. Section 38.TownshiD 2 South.Rance 29 East.Atlantic Beach. Duval County.Florida Address of property being improved: ion Atlantic Beach Bird.Atlantic Beata FL General description of improvements: Like kind window replacement Owner: NichiLLC.Gddenraa1 Setdda LLC.Setade NIP NZL LLC Addre SS: PO Bot 309.Brel0eport,CT 06601 Owner's interest in site of the improvement: TIC Fee Simple Titleholder(if other than owner): Name: Contractor Installation Services btu Address: 9115•K Whiskey Bottom Rd.,Laurel,MD 20723 Telephone No.: (3011543.8149 Fax No: Surety Of any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served:Name: Rapktared Agoras Inc. Address: 7461 4th Sheer N STE 300.St Petersburg.FL 33702 Telephone No: ram BQ74000 Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different data is specified): �} THIS SPACE FOR RECORDER'S USE ONLY OWNf7t 'ei,_Y7u`f4&yf .2,c&'�.U1 -t Signed: �i �� /'VJData: —/qam' F��f Wild, Behr; this r day of 't r in the County of Duval,State (•T T OE ,has personally appeared I ' rt • 6ra Notary Public at Large,State of Florida,County of Dural. My commission expires: /(-.30-47 Personally Known: ✓ KIAdtltKLYA.A(ICHAL'Dor Produced identification: Notary mak.State of Connecticut My Commission Expires Nov.30.2019 OFFICE COPY •J _. E • ._ _ - August 27, 2019 To who it may concern. Justin Goldberg is authorized to sign as Authorized Agent for Seaside NCM LLC, Goldenvaal Seaside LLC & Seaside MIP MZL LLC. • Just'• oldberg, Authorized Agent Seaside NCM LLC Goldenvaal Seaside LLC Seaside MIP MZL LLc 1023 Main Street, 2"6 Floor ! Bridgeport, Connecticut 05604 i +1.203.989-2424 Seaside NCM LLC, Goidenvaai Seaside '_LC,Seaside MIP MZL LLC OFFICE COPY ,i PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) _1* *Project Address: 1085 Atlantic Beach Blvd., Atlantic Beach, FL Permit#: C o,» »v / 9 —aC5,:W?- *Owner/Project Name: Seaside NCM LLC, Goldenvaal Seaside LLC, Seaside MIP MZL LLC As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Descri, tion Limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging 2.Sliding 3. Sectional 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung MI Windows 3540 Single Hung outside HVRZ 17676.9 24kofi ental-slider MI Windows 3540 Single Hung outside HVRZ 17676.13 3. Casement MI Windows 3540 Twin SH outside HVRZ 17676.18 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12.Other Page 1 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation • instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Adam Shampaine*Contractor Name (Print Name): *contractor Signature: `— *Company Name: Installation Services by HCR *Mailing Address: 9115-K Whiskey Bottom Road *City: Laurel MD*State: *Zip Code: 20723 *Telephone Number: (301) 543-8149 *E-mail Address: adam@homefixcr.com Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 _ . 1 ser-Propertvbetails • .--....---- c/Page Tile# O417 "-Property Details 2?1c1 c'l _ . . • . , i , i 4 Wood Truss 1 _______ 3 Asph/Comp Shag ...‘i ttlesileS L—r.....a_.,—=---c:0—.11 5 Drywall I 1 14 Carpet I I i I 11 Cer Clay Tile I i , — i . . 4 Electric I 4 Forced-Ducted ILji illaeaS I i 3 Central . ! --r_z_ = _-c.:3— .._ =__ , I 1 Not Zoned I • . - . , 1 3 C-Masonry I , .[---- . ; I aAULla _ 1 Detail I I____ _ --- .-_ .— • -___I: .• _. I I . ____ • , I . , . ) '.. I : • . . ' . . . 1 I . . , Tt\ d Co i ,r.---. a.s:Puok i i . I , Detail __ , . _ , 19 Common Brick I • 1 '4 Wood Truss i • \6 5 3 Aspri/Comp Shag 5 Drywall I i 11 Cer Clay Tile 1 • us, i an .- Psi I or • 4 Electric I 4 Forced-Ducted I _ ea,rurt 3 Central ,i_____r • I __1___J, rail .! l; -I__ • .,---I 6 NS Coil Wall fin I r---="---'. 1 Not Zoned 1 i 3 C-Masonry I I ' ...I?fta.II ... .I I I . ......d.,... 1 I I . 7.--c",3--,-,_-_. .._-r-- -1. FearlIAS e..-I I I 1--c.. _.._,...,..„--r----==—* 1 • . . 1 .• . . _ . ..• . . . . . • • e lEetail ii I 19 Common Brick I I 4 Wood Truss • .. 3 Asph/Comp Shng _ . ........ 5 Drywall I 1 • \ 6 q 14 Carpet 1—...---J • fiaSFUA e.,1 11 Cer Clay Tile L,..r.... r-'-= -1-. .. ,i I 1 • 4 Electric 4 Forced-Dtcted ._ .. .. 3 Central l, ilikilAS i . .. ! 1 Not Zoned II • 1._,"=..=-,--L-,_.=f, ,....r-,---=----14 3 C-Masonry Detail • .. ...,. . .. . • , .. 4 . . . , . \ , , . • • 1 . 1 Detail ....-.-1 . ... - I19Brick Wood Truss4 - !3 Asph/Cornp Sling ! ' 5 Drywall 1,C arp,F, ' D\6, 5 . . l • SCIS Home ! Log In User Registration , Hot Topics : Submit Surcharge i Stats&Facts Publications Contact Us i BCIS Site Map Links ; Search d ,_,,,,_ i ,rte., r _i Product Approval �` USER:Public User Product Approval Menu> Product or Application Search>Application List>Application Detail w '`. FL# FL17676-R11 ""' "' Application Type Revision Code Version 2017 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 MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com ----- - - Authorized Signature BrentSitlingec---- bsitlinger@miwd.com . Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE fValidation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/1.5.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/29/2019 Date Validated 10/17/2019 Date Pending FBC Approval Date Approved 10/18/2019 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDgvFGYZsjrZFR6fG 1 o0f5hOzkrKel OkRkL3OzByn5x47xg%3d%3d 1/5 - F.. ;" .v,cce kumte; cr Rants 2kescr: t;Li". f17676.1 13540 SH 136x74 Fin Frame Limits of Use i Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(11355)C7327.01-109-47- 1.pdf • Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with 1 FL17676 R11 II 08-03347A.pdf I ASTM E1300-04. I Verified By: Luis R. Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 514337A.pdf Created by Independent Third Party: Yes • __ I 17676,2 13540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate • Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 Fin 36x84.pdf Approved for use outside HVHZ: Yes 'Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 : Design Pressure: +40/-50 Installation Instructions • I Other: LC-PG40. Units must be glazed in accordance with ' FL17676 R11 II 08-03348.A.pdf I. ASTM E1300-04. j Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports • • FL17676 R11 AE 514338A.pdf Created by Independent Third Party: Yes • 17676.3 i 3540 SH 40x66 Fin Frame • ---- --- --- ---- -Limits of Use Certification Agency Certificate - --- --- ---- __ -- _-.--- .--_-- _- _ _..__.. - - r 9g Z 5. 9. -. 4 Approved for use in HVHZ: No FL17676 R11 C CAC APC(52991A_48_ 01-10_ 47 P,0 35 0 Approved for use outside HVHZ: Yes SH(082624),pdf i Impact Resistant: No I Quality Assurance Contract Expiration Date Design Pressure: +35/-45 1 08/26/2024 I Other: R-PG35. Units must be glazed in accordance with ASTM I Installation Instructions 1E1300-04. 1 FL17676 R11 II 08-03349A.pf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514339A.pdf i Created by Independent Third Party: Yes 17676.° i 3540 SH '44x63 Fin Frame `Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 Fin 44x63.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with ASTM FL17676 R11 II 08-03350A.pdf E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514340A.pdf Created by Independent Third Party: Yes 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 Fin 44x72.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2022 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with ASTM FL17676 R11 II 08-03351A.pdf E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514341A.pdf Created by Independent Third Party: Yes 17676.6 3540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 Rn C CAC APC(10816)C7324.01-109-47-6.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions FL17676 R1.1 II Install -3540 SH Fin 44x84.pdf https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=WGEVXQwtDgvFGYZsjrZFR6fG1o0f5hOzkrKelOkRkL3OzByn5x47xg%3d%3d 2/5 Crested by=ndepender;Third oa-ty 17676.7 13540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 Rif C CAC APC 3540 Fin 52x84.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with ASTM , FL17676 R11 II 08-03354A.pdf E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514344A.pdf Created by Independent Third Party: Yes 17676.8 13540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 354C FLS 36x74.ps,'f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R11 II 08-0125213 7.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports s FL17676 R11 AE 511854B 1252.pdf Created by Independent Third Party: Yes j 17676.9 13540 SH :36x84 Finless Frame • Limits of Use Certification Agency-Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 j Installation Instructions Other: LC-PG40 { FL17676 R11 II 08-01372B.pdf Verified By: Luis R. Lomas, PE PE-62514 I Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 511989B.pdf Created by Independent Third Party: Yes 117676.10 13540 SH 44x72 Finless Frame ILimits of Use Certification Agency Certificate Approved for use in HVHZ: No ( FL17676 R11 C CAC APC 3540 FLS 44x72.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 108/28/2022 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R11 II 08-01247C.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 511849C.pdf • Created by Independent Third Party: Yes • 17676.11 3540 SH 148x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 Rn C CAC APC 3540 FLS 48x96.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R11 II 08-03353A.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514343A.pdf Created by Independent Third Party:Yes 17676.02 3540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 52x62.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2022 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R11 II 08-02269B.pdf Verified By: Luis R. Lomas, PE PE-62514 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGI o0f5hOzkrKe 1 OkRkL3OzByn5x47xg%3d%3d 3/5 • Created by Independent Third Par:' "es 17676.13 13540 SH 152x72 Finless Frame • Limits of Use i Certification Agency Certificate Approved for use in HVHZ: No I FL17676 R11 C CAC APC(10818)C7325.01-109-47 - 13.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 Impact Resistant: No ! 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R11 II 08-02270B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes • Evaluation Reports • FL17676 R11 AE 513016B.pdf • Created by Independent Third Party: Yes • • • 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FL5 52x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No . 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R11 II 08-01514B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 512141B.pdf Created by Independent Third Party: Yes 17676.15 13540 SH 48x72 Fin Frame Limits-of-Use-- - - Certification Agency-Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(12775)A2726.01-109-47-R0 3540 Approved for use outside HVHZ:Yes 5_.{(0730241_pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 07/20/2024 Other: R-PG35. Units must be glazed in accordance with ASTM !Installation Instructions E1300-04. • FL17676 R11 II 08-03352A.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514342A.pdf Created by Independent Third Party: Yes 17676.16 3540 Single Hung 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(18225)G1596.01-109-47-R0.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/05/2021 Design Pressure: +35/-35 Installation Instructions Other: LC-PG35 FL17676 R11 II 3540 Single Hung -non Impact.pdf Verified By: Joseph Reed PE-58920 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 22480-1 MI Windows and Doors 3540 $H.pdf Created by Independent Third Party: Yes 17676.17 3540 Single Hung 52x62 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(17188)1405.04-116-11-R0.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/05/2022 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R11 II 3540 Single Hung - non Impact.pdf Verified By: Joseph Reed, PE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 22480-1 MI Windows and Doors 3540 SH.pdf Created by Independent Third Party: Yes 17676.18 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 RU C CAC APC(10817)C7327.01-109-47- 16.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG1 o0f5hOzkrKel OkRkL3OzByn5x47xg%3d%3d 4/5 • • • - - - E __ R Crsated by independent Third ?arty%• Yes • Evaluation Reports FL17676 R11 AE 514345A.pdf Created by Independent Third Party: Yes • 17676.19 3540 Triple Single Hung 108x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 1359.06.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/05/2021 • Design Pressure: +35/-45 Installation Instructions Other: R-PG35 FL17676 R11 II 08-03218B.pdf • Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports 1 FL17676 R11 AE 514171B.pdf Created by Independent Third Party: Yes 17676.20 3540 Twin Single Hung 73x71 Finless Frame • Limits of Use ,Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC F1902.01-109-47-R0 3540 SH.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/03/2020 Design Pressure: +35/-40 Installation Instructions Other: R-PG35 FL17676 R11 II 08-02997B.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 513853B.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.Copyht 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 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 Approval Accepts: Credt Card Safe set11dtV All I tI15" • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgvFGYZsjrZFR6fG1 o0f5hOzkrKel OkRkL3OzByn5x47xg%3d%3d 5/5 Ii • 1 II • l 1 REVISIONS .. I 1 REV DESCRIPTION DALE APPRENES A REVISED INSTALLATION DETAILS 01/28/19 R.L. B REVISED NOTES 09/05/19 -R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2- 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY MINIMUM FDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE DETAILS. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION 17. ALL FASTENERS TO BE CORROSION RESISTANT. . INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY. HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSi/FU=52K81 OR COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF ALUMINUM 6063-T5 FU=3OK51 .048" THICK MINIMUM THE ARCHITECT OR ENGINEER OF RECORD. 19. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN 7. BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT IN SHEET 2 IS PROVIDED. 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE 9 SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. • 14. FOR ANCHORING THROUGH FRAME 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. • SIGNED:08/06/21 MI WINDOWS AND DOORS, LLC. \\�& Io �. 650 WEST MARKET STREET ��J‘S• • 41 GRATZ, PA 17030-0370 v••�\GEN cc. SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW =*• 0y6� STEEL REINFORCED - NON-IMPACT 36" X 84" = • (ihE .^,.. TABLE OF CONTENTS NOTES �� • TAT OF SHEET NO. DESCRIPTION r REV i�'c� 'cC0 1,-,I,-..'I, DRAWN: I Dwc No. �Fs• R" \ . 1 NOTES V.L. 08-01372 B i//o,S'/p.N.- C-?-' 2 ELEVATION SCALE NTS DATE 10/17/11 SHEET I OF 6 I1111111)`\ 3 - 5 INSTALLATION DETAILS • L.ROBERTO LOMASP.E. Luis R. Lomas :31. 1132 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 6251 6 COMPONENTS 131.688.0609 dloaas@HanraSperan I NV f REVISIONS REV DESCRIPTION DATE APPROVTO 36" FRAME WIDTH A REVISED INSTALLATION DETAILS 01/28/19 R.L. 24" B REVISED NOTES 08/05/19 R.L. MAX. • O.C. 4" MAX. — — 4" MAX. 1 4"TMAX. I SEE CHART #1 FOR NUMBER OF ANCHORS REQUIREDNumber of anchor locations required L O Frame Frame Width(In) Height 24.00 30.00 36.00 (in) Head Jamb Head Jamb Head Jamb 24" 24.00 2 2 2 2 3 2 MAX. 30.00 2 2 2 2 3 2 O.C. 84" 36.00 2 3 2 3 3 3 FRAME 42.00 2 3 2 3 3 3 HEIGHT / 48.00 2 3 2 3 3 3 // .54.00 2 3 2 3 3 3 60.00 2 4 2 4 3 4 66.00 2 4 2 4 3 4 • 72.00 2 4 2 4 3 4 78.00 2 4 2 4 3 4 4 V - 84.00 2 5 2 5 3 5 L 4" MAX. 1 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING +40.0/-50.OPSF NONE • 36"X 84"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS SIGNED:08/O6/2( •9 FRAME AREA DOES NOT EXCEED 21.0 FT, ' NOTES: MI WINDOWS WEST D MARKETDSTREET RS,REETLLC. \\\\J\5\R•IILI0?q'', 1. INTERIOR SASH SIZE:34 1/8"X 35 1/8" GRATZ, PA 17030-0370 `�,,•��GF .•' 2. SASH D.L.O.:31 1/8"X 32 1/8" 3. FIXED D.L.O.:321/8"X44" SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW = "* 0 514' STEEL REINFORCED - NON-IMPACT 36" X 84" 1+r. ELEVATION ��•• TATE (1F HARDWARE SCHEDULE DRAWN: DWG NO. REV 'els ••'czOR1c1•='I .` V.L. 08 01372 B �/u-6'/O.""4 E� A (2)METAL CAM LOCK WITH KEEPERS AT INTERIOR MEETING RAIL,7"FROM EACH END. B. (2)PVC SURFACE MOUNT TILT LATCHES AT INTERIOR MEETING RAIL ENDS SCALE NTS I DATE 1 0/1 7/1 1 SHEET 2 OF 6 //I/IINA 11�'��; C. (2)METAL PIVOT BARS AT BOTTOM RAIL ENDS D. (2)COIL BALANCES AT EACH JAMBL.ROBERTO LOA4AS P.E. Luis R. Lomas P E. STEEL REINFORCEMENT(GVL-451-020)AT SASH RNLS AND STILES 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 6251.: F. STEEL REINFORCEMENT(RF-104S-020)AT FIXED MEETING RAIL ' 434.688-0609 r/InmasC IIIOmaspe.com I' REVISIONS REV DESCRIPTION DATE APPRO"ED A REVISED INSTALLATION DETAILS 01/28/19 R.L. 8 REVISED NOTES 08/05/19 R.L. 2X BUCK/WOOD FRAMING 7/16" MIN. BY OTHERS, 2X BUCK TO EDGE DISTANCE BE PROPERLY SECURED BACKER ROD1 1/4" MIN. & APPROVED SEALANT ' EMBEDMENT I ,- I OO ., ��' 1/4" MAX. j 1 1/4" MIN. .� 1/4" MAX. SHIM I EMBEDMENT SHIM —0■10 I IIB WOOD SCREW 010,..=i ►� (/B w000 SCREW 7/16" INTERIOR MIN. _� _______ .immil EDGE litli DISTANCE EXTERIOR �1511ElJ INTERIOR 2X BUCK/WOOD FRAMING -O-i 0� . BY OYNERS, 2X BUCK TO BE RROPERLY SECURED D LII 10 1,' BACKER ROD EXTERIOR 4 'I & APPROVED !' SEALANT I HORIZONTAL CROSS SECTION 2X BUCK/WOOD FRAMING INSTALLATION III ��y�.,��• SILL TO BE SET IN 1ro.M BED OF APPROVED I ,,moi.` CONSTRUCTION ADHESIVE BACKER ROD \ �n�1 1 IN & APPROVED \ II I 1/4" MAX. 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEALANT �OOo�4 SHIM NOT SHOWN FOR CLARITY. I '— 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE 2X BUCK/WOOD FRAMING I DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:08/06/20 I''., BY OTHERS, 2X BUCK TO -' BE PROPERLY SECURED MI WINDOWS AND DOORS, LLC. \���a111111III�; 650 WEST MARKET STREET \`..J\g••'L phi. VERTICAL CROSS SECTION GRATZ. PA 17030-0370 ,:„......,.•��• GENso 2X BUCK/WOOD FRAMING INSTALLATION SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW _*•• 0 511' STEEL REINFORCED - NON-IMPACT 36" X 84" � 61,, INSTALLATION DETAILS TAre OF DRAWN: DWG NO. REV "�A,0��•A(OR10p. �;n: •1 V.L. 08-01372 B ��iss/OVAL.C.,'1,\\‘`..�'. SCALE NTS [DATE 10/17/11 SHEET 3 OF 6 III1111111 L• L.ROBERTOLOMASP.E. Luis R. Lomas P C 1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 6251! 434.688.0609 4Ilo,,V )kIor"espe.com i' " 1 I I REVISIONS REV DESCRIPTION DATE APPRO"ED A REVISED INSTALLATION DETAILS 01/28/19 R.L. 8 REVISED NOTES 08/05/19 R.L. 7/16" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS c • i r E Jc J F 1/4" MAX. J BACKER ROD �I 1/4" MAX. ' SHIM & APPROVED J SHIM SEALANT 0 ,oI H8 SMS OR J� SELF DRILLING #10 SMS OR 7/16" SCREW INTERIOR SELF DRILLING I MIN. - EDGE r-� SCREW DISTANCE ' �lao ' JI I I �� II111 11 11 ��� A 12FM11$ `��� METAL STRUCTURE I 0-I • EXTERIOR D INTERIOR BY OTHERS ' �? IMIIIIIIMIgl r li ��t BACKER ROD & APPROVED EXTERIOR SEALANT HORIZONTAL CROSS SECTION METAL STRUCTURE INSTALLATION 11-Mn . SILL TO BE SET IN 111111��—��-0` BED OF APPROVED io•!f, r CONSTRUCTION ADHESIVE vil -:BACKER RODNOTES: & APPROVED I'' 1/4" MAX. I. INTERIOR AND EXTERIOR FINISHES,BY OTHERS. SEALANT 0f II-0 A i SHIM ;NOT SHOWN FORCLARITY. i 2.1 PERIMETER AND JOINT SEALANT BY OTHERS TO BE METAL STRUCTURE , DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:08/06/21)r BE PROPERLY SECURED � i MI WINDOWS AND DOORS, LLC. �,��1111111l/i; 650 WEST MARKET STREET OJ\S It. L c7 r c GRATZ, PA 17030-0370 •Z:r••��GEN,g<1, VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW .i...-*4/I�IOy6 STEEL REINFORCED - NON-IMPACT 36" X -;y// 0 ri-, INSTALLATION DETAILS '40, TAT OF - DRAWN: DWG NO REV �A. .As Z O ti I w• C;'r V.L. 08-01372 8SS%N. F� /4/0. /Z/INA j11.`�\. SCALE NTS (DATE 10/17/11 SHEET4 OF 6 ; L.ROBERTO LOMAS P.E. Luis R. Lomas I-J_ 1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514 434.688-0609 rIloma<@bNmaspe.com l i 1 it 'li REVISIONS REV DESCRIPTION DATE APPRO"En A REVISED INSTALLATION DETAILS 01/25/19 R.L. MASONRY/CONCRETE 2" MIN. BY OTHERS EDGE DISTANCE , B REVISED NOTES 05/05/19 R.L 11111 . 1 1/4" MIN. OPTIONAL 1X BUCK EMBEDMENT I SEE NOTES 3-7 SHEET 1 �— —r .� g.. 1 1/4" MIN. _ 1/4" MAX. OO .'–T EMBEDMENT SHIM BACKER ROD ��1�J� 1/4" MAX. & APPROVED SHIM ` 3/16" TAPCON SEALANT Bo MASONRY/CONCRETE fi BY OTHERS °• 3/16" TAPCON - INTERIOR 1 I :01AN TVMAPlM 111 -'i ❑ 2" -_s MIN. U !11 1 EDGE EXTER•IOR ���I INTERIOR DISTANCE • • _L t L J OPTIONAL 1 X BUCK3-7 – BACKER ROD EXTERIOR 3 SEE NOTESSHEET 1 & APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION linii4 SILL TO BE SET IN I j� BED OF APPROVED .,�� CONSTRUCTION ADHESIVE o i,o "' • BACKER ROD �, NOTpS: & APPROVED � 1/4" MAX. 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEALANT OOO°wI . SHIM NOT SHOWN FOR CLARITY. I1 —1111011.-- 111-7 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE —r DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:08/06/201 OPTIONAL 1X BUCK • •. BYSOTHERS ONCRETE MI 650WOWE,ST MAS AND EDOORS, T REET LLC. ```\\S 1R111I/.4i SEE NOTES 3-7 a O •GEN '•',0 SHEET 1 q '� GRATZ, PA 17030-0370 `r••�� S • SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW _*• 0151 VERTICAL CROSS SECTION STEEL REINFORCED – NON–IMPACT 36" X 84" =.o• (fir 'a MASONRY/CONCRETE INSTALLATION INSTALLATION DETAILS -'13 TATE OF i0• T+ REV �." tt% .�C ORIO':•�;, DRAWN: DWG N0. 'n••••-. ` V.L.SCALE DATE 08-01372 B ��/iVS�DNAI.IF`\'' NTS I 10/17/11 5 OF 6 L.ROBERTO LOMASP.E. Luis R. Lomas I' ll 1432 WOODFORD RD LEWISVILLE.NC 27023 Fl No.: 6251A ' 434.688-0609 dlomasebldomasp8.com REVISIONS REV DESCRIPTION DATE APPROvEI' A REVISED INSTALLATION DETAILS . 01/25/19 R.L. B REVISED NOTES 08/05/19 R.L. 3 1/4" 2 7/8"—I 1— Ilio 1 13/32- 9/116" - n1 9/32" c3==sjc3==s�L� 29/32" I / MAIN FRAME SNAP IN SILL PVC(V-634NF) PVC(V-661) — 1 3/4" �I1 1/4" 2 1/16" T5 1 13/32" 1 1/1 6" J_ 25/32" � � SASH RAIL FIXED MEETING RAIL PVC(V-451) PVC(V-321) 4 I—.j _._ 19/32" 29/32" -I-----{ 1 7/8" II In] 7/16" LIFT BEAD MEETING RAIL LINER PVC(V-817) STEEL.019"THICK(RF-104S) —I I—11/32" I ,I I— 23/32" II 29/32" 19/2 H 1J�J�� T 1 I SIGNED:08/OG/:I I GLAZING BEAD (SASH LINER —" PVC(V-816) STEEL.020"THICK(GVL-451) MI BSOOWEyST MAS AND EDOORS, T REETLLC. ``J\S1RI1Lp :, • GRATZ, PA I7030-0370 `v"• \GEN�•�, ,, 3/8" —I SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW - ' 8 STEEL REINFORCED - NON-IMPACT 36" X 84" j( ._• � COMPONENTS AT OF d 1" ,o . DRAWN: DWG NO REV �/ , c�ORiG� GLAZING BEAD scALE wrE V.L. 08 sOEE372 B E`ss�QryII 111�\� NTS I 10/17/11 6 OF 6 PVC(V-619) L.ROBERTO LOMAS P.E. Luis R. Lomas P 1432 W000FORDRO LEWISVILLE.NC 27023 FL No.: 62516 434.688-0609 rllomAsc I Io n4Sp6.Com t,a `�Y. .. �. BCIS Home Log In User Registration Hot Topics Submit Surcharge . Stats&Facts Pubiications - Contact Us BCIS Site Map Links Search t1 Product Approval \t. USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17676-R11 Application Type Revision Code Version 2017 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 MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinoer@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/29/2019 Date Validated 10/17/2019 Date Pending FBC Approval Date Approved 10/18/2019 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgvFGYZsjrZFR6fG 1 o0f5hOzkrKe 1 OkRkL3OzByn5x47xg%3d%3d 1/5 FL# Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(11355)C7327.01-109-47- 1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R11 II 08-03347A.pdf ASTM E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 514337A.pdf Created by Independent Third Party: Yes 17676.2 13540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 Fin 36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date • Impact Resistant: No 07/27/2020 I Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R11 II 08-03348A.pdf ASTM E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514338A.pdf Created by Independent Third Party: Yes 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL-17676 R11 C CAC APC(.5299)A3485.01-109-47-R0-3540 Approved for use outside HVKZ: Yes SH(082624),pdf I Impact Resistant: No I Quality Assurance Contract Expiration Date I Design Pressure: +35/-45 108/26/2024 _. Other: R-PG35. Units must be glazed in accordance with ASTM Installation Instructions E1300-04. FL17676 R11 II 08-03349A.pdf Verified By: Luis R. Lomas, PE PE-62514 I Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514339A.pdf Created by Independent Third Party: Yes I 17676.4 '3540 SH 44x63 Fin Frame I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 Fin 44x63.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with ASTM FL17676 R11 II 08-03350A.pdf E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514340A.pdf . Created by Independent Third Party: Yes 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 Rn C CAC APC 3540 Fin 44x72.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No ' 08/01/2022 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with ASTM FL17676 R11 II 08-03351A.pdf E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 Rll AE 514341A.pdf Created by Independent Third Party: Yes 17676.6 3540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 Rif C CAC APC(10816)C7324.01-109-47- 6.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions FL17676 R11 II Install - 3540 SH Fin 44x84.pdf https://www.floridabuild ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1 o0f5hOzkrKe 1 OkRkL3OzByn5x47xg%3d%3d 2/5 • Evslua,:ion ;erorts Created by Independent Third Party: 17676.7 13540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 Fin 52x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 I Installation Instructions Other: R-PG25. Units must be glazed in accordance with ASTM FL17676 R11 II 08-03354A.pdf 51300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514344A.pdf Created by Independent Third Party:Yes 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 36x74.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 • FL17676 Rn II 08-01252B 7.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 511854B 1252.pdf Created by Independent Third Party: Yes 17676.9 13540 SH 36x8/4 Finless Frame LimitsofUse Certification Agency Certificate Approved for use in HVHZ: No FL17676 Rn C CAC APC 3540 FLS 36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 RU II 08-01372B.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 511989B.pdf Created by Independent Third Party: Yes 17676.10 3540 SH 144x72 Finless Frame Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 44x72.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-47 j Installation Instructions Other: LC-PG35 FL17676 R11 II 08-01247C.pdf . Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 511849C.pdf Created by Independent Third Party: Yes • 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 48x96.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R11 II 08-03353A.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 Rll AE 514343A.pdf Created by Independent Third Party: Yes 17676.12 3540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 52x62.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2022 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R11 II 08-02269B.pdf Verified By: Luis R. Lomas, PE PE-62514 https://www.fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG1o0f5hOzkrKe1OkRkL3OzByn5x47xg%3d%3d 3/5 • 7-_757E L.E -, 57, Created by Independent Third Party: Yes 17676.13 13540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(10818)C7325.01-109-47 - 13.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R11 II 08-02270B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports iFL17676 R11 AE 513016B.pdf Created by Independent Third Party: Yes 17676.14 '3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 52x84.pdf • Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 • FL17676 RU II 08-01514B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes • Evaluation Reports FL17676 R11 AE 512141B.pdf Created by Independent Third Party: Yes 17676.1,5 i 3540 SH ,48x72 Fin Frame • Limits-of-Use Certification Agency Certificate- --Approved for use in HVHZ: No FL17676 R11 C CAC APC(12775)A2726.01-105-47-R0 3540 Approved for use outside HVHZ: Yes SH(073024)2pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 07/20/2024 Other: R-PG35. Units must be glazed in accordance with ASTM Installation Instructions E1300-04. FL17676 R11 II 08-03352A.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes .Evaluation Reports FL17676 R11 AE 514342A.pdf Created by Independent Third Party: Yes 17676.16 3540 Single Hung 36x84 Fin Frame Limits of Use Certification Agency Certificate I Approved for use in HVHZ: No FL17676 R11 C CAC APC(18225)G1596.01-109-47-R0.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/05/2021 Design Pressure: +35/-35 Installation Instructions ! Other: LC-PG35 FL17676 R11 II 3540 Single Hung -non Impact.pdf Verified By: Joseph Reed PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 22480-1 MI Windows and Doors 3540 SH.pdf Created by Independent Third Party: Yes 17676.17 3540 Single Hung 52x62 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(17188)1405.04-116-11-R0.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/05/2022 Design Pressure: +35/-35 Installation Instructions I Other: R-PG35 FL17676 R11 II 3540 Single Hung - non Impact.pdf Verified By: Joseph Reed, PE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 22480-1 MI Windows and Doors 3540 pdf Created by Independent Third Party: Yes 17676.18 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(10817)C7327.01-109-47- 16.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG1 o0f5hOzkrKe1 OkRkL3OzByn5x47xg%3d%3d 4/5 AST l Created by Independent Third Per_v: "es Evaluation Reports FL17676 Rn AE 514345A,pdf Created by Independent Third Party: Yes 17676.19 3540 Triple Single Hung 108x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 1359.06,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/05/2021 Design Pressure: +35/-45 I Installation Instructions Other: R-PG35 ! FL17676 R11 II 08-03218B.pdf ' Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514171B.pdf Created by Independent Third Party: Yes • 17676.20 i 3540 Twin Single Hung 73x71 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC F1902.01-109-47-R0 3540 SH.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/03/2020 Design Pressure: +35/-40 Installation Instructions I Other: R-PG35 FL17676 R11 II 08-02997B.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 5138538.01 • 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/EE0 employer.Copyright 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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The ernails 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: RE1Ekgg Credit Card Safe security AiLTRICS https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1 o0f5hOzkrKel OkRkL3OzByn5x47xg%3d%3d 5/5 A . REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 09/16/15 R.L. B REVISED PER NEW REQUIREMENTS 06/06/19 R.L NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE REQUIREMENTS OF THE FLORIDA BUILDING CODE. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD, — MINIMUM SPECIFIC GRAVITY OF G=0.42 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE-- MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19.D. METAll GEOMEIICTSHAPESEAREEEL ALS08GA,APPROVEDIOR ALUMINUM. APPROVED GEOMETRIC PES DIMENSIONS S.048" THICK UM • MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED IN SHEET 2. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 4PROVIDED. I I 8. SHIM AS REQUIRED AT WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS. LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH I I SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:08/06/207 MI WINDOWS AND DOORS, LLC. \`\\$1L�Liltro'l,,,~ 650 WEST MARKET STREET • .i J\ •••••4f •GRATZ, PA 17030-0370 `w••\\OENS� ,0 SERIES 3240/3540 FINLESS PVC SH WINDOW =1Ar• oyfi�51 STEEL REINFORCED — NON—IMPACT 52" X 72" =..1 ( �+t.'rz, TABLE OF CONTENTS NOTES TAT€OF -,. REV S'E`,•frZOR01'• \i. SHEET NO. DESCRIPTION DRAWN: DWG NO. �sf•.,•,. • V.L. 013-02270 8 'OW-�EN;. 1 NOTES „-1,111111\\ • 2 ELEVATION SCALE NTS 'DATE 01/08/14 SHEET I OF 6 3 — 5 INSTALLATION DETAILSL ROBERTOLOMASP.D Luis R. Lomas P. 1131 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 6 COMPONENTS 434-688-0609 dbmas@IRbmaspe tom • REVISIONS REV DESCRIPTION DATE APPRO"€O A REVISED INSTALLATION DETAILS 09/16/15 R.L. B REVISED PER NEW REQUIREMENTS 08/06/19 R.L. I I 52" FRAME WIDTH 1 4" MAX SEE ANCHOR CHART // THIS SHEET FOR UNIT SIZE AND ANCHOR QUANTITY Number of anchors required al each jamb O / Height Panel width(in) // (in) 30.0 36.0 42.0 48.0 52.0 22" 72" 24.0 2 2 2 2 2 MAX, FRAME 30.0 2 2 2 2 2 O.C. HEIGHT 36.0 3 3 3 3 3 . - 141.0 3 3 3 3 3 40.0 3 3 3 3 3 • 54.0 4 4 4 4 4 60.0 4 4 4 4 4 66.0 4 4 4 4 4 _i_ X 72.0 4 4 4 4 4 4 4"IMAX 1 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING ±30PSF NONE 52"X 72"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 26.0 FTr SIGNED:08/OG/201 1.NOTES: • \ 1RIII� .. I. SASH SIZE:50 1/76"x35I/6" MI WINDOWS AND DOORS, LLC. �\�� li, 2. D.1.0.:463/I6"X323/16" 650 WEST MARKET STREET ��J\ •...7^7.. . GRATZ. PA 17030-0370 `��,•�\GENS • ., • SERIES 3240/3540 FINLESS PVC SH WINDOW =*•/J,�;(��0„6�?51 ' STEEL REINFORCED - NON-IMPACT 52" X 72" •p+1 • ELEVATION 0�'• SS TATE OF r,; HARDWARE SCHEDULE DRAWN: OWO No. Re/ i,"ckt•:cZOR10P•�„,_ B. (2)PVC SURFACE OUNT TILT LATCH AT INTERIOR MEETING RAIL ENDS A. (2)METAL CAM LOCK,7"FROM EACH END AT INTERIOR MEETING RAIL WITH KEEPERS V.L. 08-02270 B �Z/7s�0NAL1E�� C. (2)COIL BALANCES AT EACH JAMB SCALE NTS I D"TE 01/08/14 SHEET 2 OF 6 D. (2)METAL PIVOT BAR AT BOTTOM RAIL ENDS L.ROBERTO LOMAS P.E. Luis R. Lomas I' I • - E. STEEL REINFORCEMENT(GVL-451-020)AT SASH RAILS AND STILES 1432 WOODFORD RO LEWISVILLE.NC 27023 FL No.: 6251,1 434-6880609 rllpnaa(AtrlomaSPC n01 F. STEEL REINFORCEMENT(RF-104S-020)AT FIXED MEETING RAIL `..... ......,1' REVISIONS REV DESCRIPTION DATE APPROVED 7/16" MIN. , A REVISED INSTALLATION DETAILS 09/16/15 R.L. EDGE DISTANCE . B REVISED PER NEW REQUIREMENTS 06/06/19 R.L. WOOD FRAMING OR 2X BUCK . BY OTHERSpiiii . 1 1/4" MIN. EMBEDMENT CI=Ilm117 APPROVED 1/4 MAX. J SEALANT SHIM SPACE �0 1 1/4" MIN. 1/4 MAX. ii EMBEDMENT I r SHIM SPACE #8 WOOD SCREW 7/16"1 MITANCEpIINTERIOREDGE_ DISTANCEc r—] w1 ' 111 . M8 WOOD �7 1110MJ' SCREW` 1 WOOD FRAMING Aril= IiI II OR 2X BUCK 3 I BY OTHERS EXTERIOR j�; SEALANT . EXTERIOR INTERIOR • JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 11---',J/ SILL TO BE SET • ° 111-1-1, �—i IN A BED OF APPROVED • „IJL�J�-jLF- CONSTRUCTION ADHESIVE APPROVED SEALANT \T.. 1/4 MAX. 1, SHIM SPACE SIGNED:08/06/% I 1[ E J9 + WORD FRAMING X BUCK MI WINDOWS WEST MAD DET S RS,REEDLLC. �\\\J\511R LIC/� � BY OTHERS GRATZ, PA 17030-0370 =�,••,\GENs� ,I• SERIES 3240/3540 FINLESS PVC SH WINDOW /I�oyG} ' VERTICAL CROSS SECTION STEEL REINFORCED — NON—IMPACT 52" X 72" ��{(s( �,7 INSTALLATION DETAILS �O TAT OF •, WOOD FRAMING OR 2X BUCK INSTALLATION i.P .F P" DRAWN: DWG NO. • REV . ki .�O R LQ.•Gam'` NOTES: V.L. 08-02270 B �i////1111111‘‘. �ONA4a� 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, scntE NTS I w'TE O 1/OB/1 4 SHEET 3 OF 6 J I it 111 NOT SHOWN FOR CLARITY. • 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE L ROPER To LOMAS P.E. Luis R. Lomas P C DESIGNED IN ACCORDANCE WITH ASTM E2112 1432 woo0FORD RD LEWISVILLE.NC 27023 FL No.: 62514 `T 434.889-06O9 Monvas4IIrlomaspa.Gcm 1 Ar REVISIONS _- REV DESCRIPTION DATE APPRO"ED 7/16" MIN. A REVISED INSTALLATION DETAILS 09/16/15 R.L. EDGE DISTANCE METAL - B REVISED PER NEW REQUIREMENTS 08/06/19 R.L. STRUCTURE BY OTHERSli 1/4 MAX. • _' r SHIM SPACE 14, I APPROVED di H SEALANT o s-o L__ �jIB SMS OR 1/4 MAX, SHIM SPACE L SELF DRILLING , r SCREW 7/16" MIN. $ o INTERIOR iEDGE DISTANCE fire, II . Iy I, i �'f 1` I �FS MS OR i U 1 o��i•4 ` SELF BILLING i 0 r� f__ a I� CREWS %_. iiNM 1 _II METAL STRUCTURE 9 BY OTHERS APPROVED EXTERIOR i' SEALANT EXTERIOR INTERIOR JAMB INSTALLATION DETAIL ritir METAL STRUCTURE INSTALLATION I I.I (j 1 i SILL BE SET `�-��]I� B IN A BED OF APPROVED 1(211 x. 5 CONSTRUCTION ADHESIVE APPROVED \\.v.-LHOL=.- SEALANT 1' 1/4 MAX. OI=Ogr 1-1 r SHIM SPACE SIGNED:08/06/201:.' • METAL ,... ..„..,..�,�o..,,, ... o I — STRUCTURE . MI WINDOWS AND DOORS, LLC. ��S 1R 11�0��,, BY OTHERS 650 WEST MARKET STREET ���0 • f• q VERTICAL CROSS SECTION GRATz. PA 17030-0370 `�,•��(+ENSF, 1 METAL STRUCTURE INSTALLATION SERIES 3240/3540 FINLESS PVC SH WINDOW _*40451,4'__ STEEL REINFORCED - NON-IMPACT 52” X 72" = '+I; INSTALLATION DETAILS TAT OF NOTES: DRAWN: DWG NO. REV %ICA..,AORO'•C 7 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, V.L. 08-02270 B /�''////111111‘` �!!IIII �\ NOT SHOWN FOR CLARITY. SCALE DATE SHEET /1111111 2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE NTS I 01 ROES 1 4 4 OF 6 DESIGNED IN ACCORDANCE WITH ASTME2112 L.ROBERTO DLEWIASP.E. Luis R. Lomas r • 1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 6251,1 434-688.0609 ,homes@I, ATpa.com _. I REVISIONS 2" MIN. I REV DESCRIPTION DATE APPROVED EDGE DISTANCE A REVISED INSTALLATION DETAILS 09/16E R.L. CONCRETE/MASONRY B REVISED PER NEWS REQUIREMENTS 08/06/19 R.L. BY OTHERS • c d .' .., • 1 1/4" MIN. OPTIONAL 1X BUCK •° °. • EMBEDMENT 1 1/4" MIN. SEE NOTES 3-7 Q EMBEDMENT SHEET 1 _I1• 11— I CONCRETE/MASONRY 12� BY OTHERS OL�— APPROVED � -1I 11 1/4 MAX. OPTIONAL IX BUCK SEALANT / J� �J SHIM SPACE SEE'NOTES 3-7 iiiii1� I' SHEET 1 — 111li 3/16" TAPCON 11/4 MAX. 3/ 6" TAPCON SHIM SPACE INTERIOR 1.01 2� 0:j .,. I. III EDGE 911 IS``:n} I , AcmniAv.,...1..,,, , 1 . --i NOWIJ 2. DISTANCE I "Ill � I�+ rili EXTERIOR APPROVED EXTERIOR INTERIOR I SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION 1-1 SILL TO BE SET NOTES: APPROVED ..,,, IN A BED OF APPROVED 1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS. SEALANT CONSTRUCTION ADHESIVE NOT SHOWN FOR CLARITY. ,L6711-1_142 PERIMETER AND JOINT SEALANT BY OTHERS TO BE v o DESIGNED IN ACCORDANCE WITH ASTM E2112 I I •, 1/4 MAX. SIGNED:08/06/201 OPTIONAL 1X BUCK I I ' r SHIM SPACE SEE NOTES 3-7 0LJL JS . { MI WINDOWS AND DOORS, LLC. ������1111f1/t//, SHEET 1 I ��� S R'.L o� 6GR WEST MARKET STREET ��J�, •T 50 WE PA 17030-0370 • �••��GENSF ,I CONCRETE/MASONRY HERS • d n SERIES 3240/3540 FINLESS PVC SH WINDOWOy6� e. STEEL REINFORCED - NON-IMPACT 52" X 72" (> •*i''„ ° • INSTALLATION DETAILS OF 'e 1;0% TAT T, • ° e�. • DRAWN: DWG NO. REV .... 0. ,0 `v �� •. d .• • SCALE GATE 08-02270 B ��//s'ONA'`E�\‘'. VERTICAL CROSS SECTION NTS 0 1/08/1 a 5 OF 6 CONCRETE/MASONRY INSTALLATION L.ROBERTOLOMASP.E. Luis R. Lomas I'.1- 1432 WOODFORO RD LEWISVILLE.NC 27023 FL No.: 62514 434-688-0609 dbmaSPHOMaSpa.cpm , it i i; ! ÷ . i' REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 09/16/15 R.L. B REVISED PER NEW REQUIREMENTS OB/06/19 R.L. II I— 3 1/4 2 7/8" I i I y--- 7n, 1 13/32" 9/16"JC ❑ 1 9/32"/ 11 29/32" / CJCISCGG 4b 1 i MAIN FRAME SNAP INSILL PVC(V-634NF) PVC(V-661) ' I - 1 3/4" . I______r 1/4" I r 2 1/16" III 1 13/32" ��� 1 1/16" H LJIJI 1 25/32" � SASH RAIL FIXED MEETING RAIL PVC(V-451) PVC(V-321) 1/2" 29/32" 1-�(''- I 7/8" k 17/16- _r____ 6" LIFT BEAD MEETING RAIL REINFORCEMENT PVC STEEL.019"THICK(RF-104S-020) 1/4"--{I r J-I I- 23/32" °;1—r I 11/16" 19/32" r-I T- SIGNED:08/06/201': GLAZING BEAD SASH REINFORCEMENT PVC STEEL.020"THICK(GVL-451-020) MI WINDOWS AND DOORS, LLC. \��,�1►R I tr111,,, 650 WEST MARKET STREET �,�J\S; . 4.1,9-. GRATZ, PA 17030-0370 `v•.\GEN,s p SERIES 3240/3540 FINLESS PVC SH WINDOW *• 0 5 STEEL REINFORCED NON-IMPACT 52" X 72" -.0 COMPONENTS X11, AT OF •ii DRAWN: DWG NO. REV ./O'4F'eZ0RIOT:•' '. .L. DATE 08-02270 B ��//// NALI�N\`: NTS I 01/08/14 I 6 OF 6 L.RORERTO LOMAS P.E. LUIS R. Lomas 1'E 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434.688.0609 rlbmas@4Lbmaspe.com BCIS Home Log In iy User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us i KIS Site Map Links Search �10'id� I fProduct Approval vUSER:Public User I Product Approval Menu>Product or Application Search>Application List>Application Detail ht -. OFA,- FL# FL17676-R11 Application Type Revision Code Version 2017 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 MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717)365-3300 Ext 2560 bsitlinger@miwd.com - ---- ---- -- - —Authorized-Signature------ -- —_ ---- —Brent-Sitlinger-- bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.5.2/A440 2008 AAMA/WDMA/CSA 101/I.5.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/29/2019 Date Validated 10/17/2019 Date Pending FBC Approval Date Approved 10/18/2019 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG1 o0f5hOzkrKel OkRkL3OzByn5x47xg%3d%3d 1/5 FL r Model, Number or Name Description __ _ __ • 1i 17676.1 (3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate . Approved for use in HVHZ: No FL17676 RI1 C CAC APC(11355)C7327.01-109-47- 1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R11 II 08-03347A.pdf 'ASTM E1300-04. Verified By: Luis R. Lomas, PE PE-62514 i Created by Independent Third Party: Yes 'Evaluation Reports FL17676 R11 AE 514337A.pdf Created by Independent Third Party: Yes I• 17676.2 13540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No , FL17676 R11 C CAC APC 3540 Fin 36x84.pdf I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions I Other: LC-PG40. Units must be glazed in accordance with FL17676 R11 II 08-03348A.pdf ASTM E1300-04. I Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes i Evaluation Reports FL17676 R11 AE 514338A.pdf Created by Independent Third Party: Yes 17676.33540 SH 40x66 Fin Frame --Limits-uf-Use-- --Certification Agency Certificate__._.__ Approved for use in HVHZ: No - K1767'6 R f C CAC APC(52997P.348-5:01=109-47=2 ?540 -- Approved for use outside HVHZ: Yes SH(082624)_pdf Impact Resistant: No Quality Assurance Contract Expiration Date I Design Pressure: +35/-4508/26/2024 I Other: R-PG35. Units must be glazed in accordance with ASTM�Installation Instructions E1300-04. i FL17676 R11 II 08-03349A.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514339A.pdf i Created by Independent Third Party: Yes 17676.4 13540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 Rn C CAC APC 3540 Fin 44x63.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with ASTM FL17676 R11 II 08-03350A.pdf E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports . . FL17676 R11 AE 514340A.pdf Created by Independent Third Party: Yes I 17676.5 1 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 Fin 44x72.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2022 I Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with ASTM FL17676 R11 II 08-03351A.pdf E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514341A.pdf Created by Independent Third Party: Yes 17676.6 3540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(10816)C7324,01-109-47 - 6.pdf Approved for use outside HVHZ: Yes ,Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions FL17676 R11 II Install - 3540 SH Fin 44x84.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgvFGYZsjrZFR6fG1 o0f5hOzkrKel OkRkL3OzByn5x47xg%3d%3d 2/5 • Evaluation Reports Created by Independent Third Party: !— f — 17676.7 13540 SH 152x84 Fin Frame Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No I FL17676 R11 C CAC APC 3540 Fin 52x84.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 105/26/2020 Design Pressure: +25/-25 Installation Instructions i Other: R-PG25. Units must be glazed in accordance with ASTM FL17676 R11 II 08-03354A.pdf E1300-04. Verified By: Luis R. Lomas, PE PE-62514 1 Created by Independent Third Party: Yes Evaluation Reports i FL17676 R11 AE 514344A,pdf Created by Independent Third Party: Yes i 17676.8 ' 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 36x74.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 P.11 II 08-01252B 7.01 Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 511854B 1252.pdf i Created by Independent Third Party: Yes 17676.9 I 3540 SH 136x84 Finless Frame Limits of Use _ -__Certific-ation-Agency Certificate -- — — -- Approved for use in HVHZ No FL17676 R11 C CAC APC 3540 FLS 36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No I 07/27/2020 Design Pressure: +40/-50 1 Installation Instructions Other: LC-PG40 I FL17676 R11 II 08-01372B.pdf I Verified By: Luis R. Lomas, PE PE-62514 '. Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 511989B.pdf Created by Independent Third Party: Yes 17676.10 3540 SH 144x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 44x72.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 I Design Pressure: +35/-47 1 Installation Instructions Other: LC-PG35 FL17676 R11 II 08-01247C.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 511849C.pdf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 48x96.pdf • Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ' Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R11 II 08-03353A.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514343A.pdf Created by Independent Third Party: Yes 17676.12 3540 SH 52x62 Finless'Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 52x62.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2022 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R11 II 08-02269B.pdf Verified By: Luis R. Lomas, PE PE-62514 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgvFGYZsjrZFR6fG1 o0f5hOzkrKel OkRkL3OzByn5x47xg%3d%u3d 3/5 F_L7675 R11 =.E EII.0155.p:7 Created by Independent Third Party: Yes • 17676.13 13540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(10818)C7325.01-109-47- 13.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R11 II 08-02270B.p i Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 513016B.pdf Created by Independent Third Party: Yes _ I _ 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate • Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 52x84.01 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 RU II 08-015148.p1 Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 512141B.pdf Created by Independent Third Party: Yes • 17676.15 j 3540 SH 48x72 Fin Frame • Limits of-Use Certification Agency Certificate -- -- ----- - --- Approved for use in HVHZ: No FL17676 R11 C CAC APC(12775)A2726.C1-10947=R0 3540 Approved for use outside HVHZ: Yes SH(073024)_pdf Impact Resistant: No ,Quality Assurance Contract Expiration Date • Design Pressure: +35/-35 , 07/20/2024 Other: R-PG35. Units must be glazed in accordance with ASTM 'Installation Instructions !E1300-04. FL17676 R11 II 08-03352A.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514342A.pdf Created by Independent Third Party: Yes 17676.16 3540 Single Hung 136x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(18225)G1596.01-109-47-R0.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/05/2021 Design Pressure: +35/-35 Installation Instructions I Other: LC-PG35 FL17676 R11 II 3540 Single Hung - non Impact.pdf Verified By: Joseph Reed PE-58920 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 22480-1 MI Windows and Doors 3540 01 Created by Independent Third Party: Yes 17676.17 3540 Single Hung (52x62 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(17188)1405.04-116-11-R0.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/05/2022 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 RU II 3540 Single Hung-non Impact.pdf Verified By: Joseph Reed, PE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL17676 511 AE 22480-1 MI Windows and Doors 3540 pdf Created by Independent Third Party: Yes 17676.18 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(10817)C7327.01-109-47- 16.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1 o0f5hOzkrKe 1 OkRkL3OzByn5x47xg%3d%3d 4/5 • • Verified By: Luis R. Lomas 62.5:4 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514345A.01 Created by Independent Third Party: Yes 17676.19 3540 Triple Single Hung 108x72 Finless Frame Limits of Use !Certification Agency Certificate Approved for use in HVHZ: No FL17676 Rn C CAC APC 1359.06.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/05/2021 Design Pressure: +35/-45 Installation Instructions Other: R-PG35 FL17676 R11 II 08-03218B.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514171B.pdf Created by Independent Third Party: Yes i 17676.20 3540 Twin Single Hung 73x71 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC F1902.01-109-47-R0 3540 SH.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/03/2020 Design Pressure: +35/-40 Installation Instructions Other: R-PG35 FL17676 R11 II 08-02997B.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 RU AE 513853B.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.Copyright 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 mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 771 4E2 1112 Credit Card Safe security m LTRit ' • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1 o0f5hOzkrKe 1 OkRkL3OzByn5x47xg%3d%3d 5/5 I i REVISIONS REV DESCRIPTION DATE APPROVCO ! A REVISED NOTES 08/07/19 R.L.i _ . NOTES: 15. FOR ANCHO I G THROUGH FIN INTO METAL STRUCTURE USE #6 SELF DRILLING SCREWS 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WITH SUFFIC NT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR REQUIREMENTS OF THE FLORIDA BUILDING CODE. WALL. LOCA ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. ALL FASTEN S TO BE CORROSION RESISTANT. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 17. INSTALLATIO 1ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. MANUFACTURTS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUBSTRATES yvITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE A. WOOD - UIIN' IMUM SPECIFIC GRAVITY OF G=0.42 ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED B. METAL STRuICTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 .048" THICK MINIMUM INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. GEOMETRIC RAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 21 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY I FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY ;I BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. I 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 1 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF • THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 9 8. SHIM AS REQUIRED AT WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS. I LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. I 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS I I WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I SIGNED:08/07/201 MI INDOWSDOORLC • s •I ILOt o" 650 WEST MARKETSTREET ` I GRATZ, PA 17030-0370 �,'v\GENsic'.'` SERIES 3540 TRIPLE PVC SINGLE HUNG WINDOW L*' 0 5 • REINFORCED NON-IMPACT 108" x74" —.y m/'''„ TABLE OF CONTENTS NOTES �� ATt OF .' SHEET NO. DESCRIPTION DRAWN DWG NO. REV ..4,-. �ORlO. 1 NOTES A.R. 08-03355 A �i�'Pei;NAL E�. SCALE NTS I°ATE 11/06/18 SHEET 1 OF 7 7"//111111k"�� • 2 ELEVATION 3 - 5 INSTALLATION DETAILSL RORERTOLOMASP.E. Luis R. Lomas P C 4. 1432 WOODFORD RO LEWISVILLE.NC 27023 FL No.: 62514 6 COMPONENTS 434.698-0609 rIlomasWIHoonasDRCOm I II 1 Ni. - REVISIONS f� _ I REV DESCRIPTION DATE APPROVED �r+s __-_-. ll �� ' 4' -l(i Eli eI A REVISED NOTES 08/07/19 R.L. 108 FRAME WIDTH 4" MAX — r 12" • -- — 4" MAX MAX. O.C. I • 4" MAX /, I • /// /// /// I 12" 0 0 0 MAX 0.C. / / / NOTES: ' /// / / 1. SASH SIZE: 33 7/8" X 34 3/16" 74" _ - _- - 2. FIXED SASH D.I.O.: 31 7/8" 'X 33" FRAME • 3. OPERABLE SASH D.L.O.: 30 7/8" X 33 5/16" HEIGHT / / / • // * // // X /// X /// X /// • 4" I MAX• / I • • • • • • SERIES 3540 TRIPLE PVC SINGLE HUNG WINDOW I EXTERIOR VIEW I DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING • ±50.0PSF NONE +35.0/-50.0PSF NONE FOR AREAS WHERE WATER INFILTRATION FOR AREAS WHERE WATER INFILTRATION SIGNED:08/07/20 I- _ RESISTANCE IS NOT REQUIRED RESISTANCE IS REQUIRED L. MI WINDOWS MARXDOORS, LC ``��\S 1R IILIo / 108"X 74'UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 55.5"FP GRATZ, PA 17030-0370 ` •• GENs�• �r" SERIES 3540 TRIPLE PVC SINGLE HUNG WINDOW *'�� a REINFORCED NON-IMPACT 108" x74" -•� a ELEVATION �0 AT OF •4, HARDWARE SCHEDULE REv -O~`••'c(ORI��•� k P (2 PER SASH)METAL CAM LOCK WITH KEEPER AT INTERIOR MEETING RAIL,7"FROM EACH END DRAWN: DWG I/�S •••' G B. (2 PER SASH)PVC SURFACE MOUNT TILT LATCH AT INTERIOR MEETING RAIL ENDS A.R. 08-03355 A ''�/0,'s/ONAt E''`' C. (2 PER SASH)COIL BALANCES,ONE IN EACH JAMB SCALE NTS I DATE 1 1/06/1 8 SHEET 2 OF 7 \ D. (2 PER SASH)METAL PIVOT BAR AT BOTTOM RAIL ENDS E. STEEL REINFORCEMENT(GVL-451-020)AT SASH RAILS AND STILES I ROBERTO LOMAS P.E. Luis R. Lomas r. F. 1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514 G. STEEL UMREINFORCEM(NT-((M-1994) INTERMEDIATE FIEDMEETINGRAIL 434688-0609 rllomasOlrlom•sp•.corn •" ALUMINUM REINFORCEMENT AT FRAME JAMBS ' t I • II 1 I • I REVISIONS • ATE F.Ir r 1 1/2" MIN. WOOD FRAMING REV DESCRIPTION 1PATEAPPROV 08/07/19DR.L. APPROVED SEALANT EMBEDMENT OR 2X BUCK A REVISED NOTES BEHIND FIN I BY OTHERS 6 WOOD ,fli'c� SCREW I MI 1%\m l, 3/8" MIN. M f` EDGE DISTANCE I 7771 ' • 3/8" MIN. 1/4" MAX. OLI1 U EDGE DISTANCE I — SHIM SPACE 1/4" MAX. SHIM SPACE WOOD FRf4MING {UUII BY •THERS INTERIOR 1 1/2 MIN INTERIOR EMBEDMENTlikititr -71Q �f 6 WOOD O r1 T I SCREW W II Q I APPROVED SEALANT EXTERIOR �EHINO FIN • 4 EXTERIOR !I JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION I k•iii /, 'NOTES: 1 II.INTERIOR AND EXTERIOR FINISHES,BY OTHERS. jI=1. SNOT SHOWN FOR CLARITY. c\–v7li or I 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE \ II I Eli] 1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM P2112 SIGNED:08/07/20,_: \ I u �SHiM SPACE C=1O=SCI 1 MI WINDOWS & DOORS, LLC \\�51R 1L 04 rig ' 3/8" MIN. 650 WEST MARKET STREET . ., EN' 91 EDGE DISTANCE 50 WE PA 17030-0370 v,•�\GS�uu *• 0y5�51 il�� SERIES 3540 TRIPLE PVC SINGLE HUNG WINDOW _ (�(r 6 WOOD 'J REINFORCED NON–IMPACT 108" x74" ="o• TAT OF SCREW I 1 1/2" MIN. INSTALLATION DETAILS WITH "J" CHANNEL 5:43 , v, EMBEDMENT WOOD FRAMING DRAWN: owc No. REv ��•0... c(OR10P•G� APPROVED SEALANT BY OTHERS A.R. I 08-03355 1 ij`S ONA1 BEHIND FIN VERTICAL CROSS SECTIONA WOOD FRAMING OR 2X BUCK INSTALLATION SOALE NTS I DATE 1 1/06/18 I SHEET 3 or 7 110/111110 L.ROBERTOLOWS RE. Luis R. Lomas P `_. 1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62511 434.688-0609 rlbmaSek10rrrnsp8.cO" I . lir I • 11 REVISIONS REV DESCRIPTION DATE APPROVED METAL STRUCTURE APPROVED SEALANT BY OTHERS A REVISED NOTES 08/07/19 R.L. BEHIND FIN I c� #6 SELF DRILLING / SCREW � / 3/8" MIN. EDGE DISTANCE I ' 3/8"EDISTANCE MIN. 1/4" MAX. OHI I6 EDGE SHIM SPACE VIII 1/4" MAX. SHIM SPACE } o METAL STRUCTURE J/ Ys1 BY OTHERS INTERIOR r--) r� INTERIOR ).- O , 1r� �yn�v p Eami I_o 1 U �� IU�Jy #6 SELF DRILLING . Q �� SCREW ��1�\a �� APPROVED SEALANT EXTERIOR iEHIND FIN 4 EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION II l n i AJOTES: ' + 1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS, NOT SHOWN FOR CLARITY. I� 1 D.DESIGNED AND JOINT SEALANT ASTOTHERS TO BE T 417171111 LI 1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:08/07/20�I'-1 I SHIM SPACE oo�o I MI WINDOWS & DOORS, LLCgll \ �I�IR 11 /0 ` 3/8" MIN. 650 WEST MARKET STREET `�\J•5•• ,•?;K EDGE DISTANCE GRATZ, PA 17030-0370 ' ..z.,,,,,,,.•�\GENS� p illilro�I J SERIES 3540 TRIPLE PVC SINGLE HUNG WINDOW _*; O6T251 ` #6 SELF DRILLING 71 REINFORCED NON-IMPACT 108" x74" (,c SCREW INSTALLATION DETAILS WITH "J" CHANNEL �A , TAT OF ,'iL, METAL STRUCTURE aEv -.:.% i0,,,:. c�OR1�v.• APPROVED SEALANT BY OTHERS DRAWN: I OWC NO. �i02•-•••• G BEHIND FIN VERTICAL CROSS SECTION A.R. 08-03355 A ��i`si-"" Ea�`� METAL STRUCTURE INSTALLATION SCALE NTS I DATE 1 1/06/18 I SHEET 4 OF 7 //I�III II 11\01::' 11�� L ROBERTO LOMASP.E. Luis R. Lomas P.0 1032 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 030.688-0609 ,IIR,R VWIr10,98 9.com I REVISIONS WOOD FRAMING REV DESCRIPTION DATE APPROVED APPROVED SEALANT I EMBEDMENT //////���OR 2X BUCK A REVISED NOTES 08/07/19 R.L. BEHIND FIN WOOD� / BY OTHERS 6SC EW ��l 3/8' MIN. ' EDGE DISTANCE I • 3/8"E MIN. 1/4" MAX. OI I JSOC� I I EDGE DISTANCE I SHIM SPACE 443,- .,=, FIJI t/a" MAX. J SHIM SPACE WOOD FRAMING BY OTHERS ri INTERIOR 1 1/2" o T� MIN. INTERIOR EMBEDMENT O LJII I „. ,_-77 1 :,. 9 COC a ye WOOD plc r`-7 SCREW .' �'L APPROV I:) SEALANT 6EHIND FIN EXTERIOR 9 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 joaiiT I �� NOTES.: ' ' 1l.INTERIOR AND EXTERIOR FINISHES,BY OTHERS. .�� NOT SHOWN FOR CLARITY. Vali PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/4" MAX. FDESIGNED IN ACCORDANCE WITH ASTM E21 12 SIGNED:08/07/201 00000 SHIM SPACE - I MI WINDOWS & DOORS, LLC `��,���R I I• ��Ii�,, I 3/8" MIN. 650 WEST MARKET STREET �‘\l' • 41 i< EDGE DISTANCE 1 4 GRATZ, PA 17030-0370 �,•�\GEN9�• .LV 111111111160A-411111111111111.=ri i11„ SERIES 3540 TRIPLE PVC SINGLE HUNG WINDOW :---*• �6 SCREWRREINFORCED NON-IMPACT 108" x74" I 1 1/2" MIN. INSTALLATION DETAILS WITHOUT "J" CHANNEL Q, TAT OF 'il. EMBEDMENT WOOD FRAMING REV 'i'�.''c(ORIOr'G\�E- APPROVEDBEHIND�FIN VERTICAL CROSS SECTION NT BY OTHERS ARR. DWG 08-03355 A ���i`rs/ONA1 0%,,.\\s. WOOD WOOD FRAMING OR 2X BUCK INSTALLATION SCALE HIS I DATE 11/06/18 siren 5 OF 7 ,/�///1111110 \ L ROBERTO LOMAS RE. Luis R. Lomas P.E • 1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514 434.698-0609 rlbmas(6lhbmaspe.com ii l _ . REVISIONS METAL STRUCTUREREV DESCRIPTION DATE APPROVED APPROVED SEALANT BY OTHERS A REVISED NOTES 08/07/19 R.L. BEHIND FIN i #6 SELF DRILLING Ali!! —1 ini SCREW p "" 3/8" MIN. EDGE DISTANCE 3/8" MIN. 1/4" MAX. OCICI oO ' EDGE DISTANCE I SHIM SPACE Iii1/4" MAX. SHIM SPACE 1 i-.111I� METAL STRUiOTURE IIIJ BY THERS �I 1 11 INTERIOR 1 �j1��'�I INTERIOR Ili.,l.lit ��' 1=1 - _ 11111 ,rte' now- J #6 SELF DRILLING ' SCREW I yi FA IIAPPROV BEHID SEALANTFIN EXTERIOR ND 4 EXTERIOR I JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION o NOTES' 1 _�Im Q� INTERIOR AND EXTERIOR FINISHES,BY OTHERS. t��31` NOT SHOWN FOA CLARITY. trigIV �.PERIMETER ANO JOINT SEALANT BY OTHERS TO BE 1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 SHIM SPACE SIGNED:08/07/201 oo MI WINDOWS & DOORS, LLC ``���11Lltl/u�; illi /,•_,I. I 3/8" MIN. 650 WEST MARKET STREET ``��J\S R. LO4f EDGE DISTANCE GRATZ, PA 17030-0370 `�,••��GENSF ,I SERIES 3540 TRIPLE PVC SINGLE HUNG WINDOW _:lt' Oy61251 0 #6 SELF DRILLING ����� REINFORCED NON—IMPACT 108" x74" p+ (AC�r ta'+„ SCREW INSTALLATION DETAILS WITHOUT "J" CHANNEL �R; STATE OF METAL STRUCTURE w.e� P.' , APPROVED SEALANT BY OTHERS DRAWN: DWG NO. REV /%* •ZORM••C BEHIND FIN VERTICAL CROSS SECTION A.R. 08-03355 Ai7S/DNA 1LE ?�``, METAL STRUCTURE INSTALLATION SCALE NTS I GATE 1 1/06/18 SHEET 6 OF 7 L.ROBERTO LOMASP.E. LUIS R. Lomas P r 1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514 434.688-0609 rlbmns@Ildo,RSPR Co. T it III I j . A REVISIONS REV DESCRIPTION DATE APPROVED 3 1/4" 3 1/4" — A REVISED NOTES 08/07/19 R.L. +I L 5/8•. 13/8. 3 7/16" 00000I 8" 3 7/16" of I000C /8 L_ 3/8., -1 I /4 ,/: - -r 7/8,, 1_____ -t I ___7 MAIN FRAME WITH J"CHANNEL MAIN FRAME GLAZING BEAD LIFT BEAD GLAZING BEAD . . PVC(V-538) PVC(V-634) PVC(V-816) PVC(V-817) PVC(V-819) 1' I' • — 1 3/4" 2 7/8" —� i r 1 1/4" © 7/8,. 3/4- 55—_ 13/16" I LI r- • 9/16" 0 I , 1 5/16" 2 1/16" O� 1 1/16" 1 7/16" tj 17/16 5/8" H SNAP IN SILL FIXED MEETING RAIL SASH RAIL MEETING RAIL LINER SASH LINER PVC(V-661) PVC(V-321) PVC(V-451) STEEL.019"THICK(RF-104S) STEEL.020"THICK(GVL-451) III —I 1 15/16" r- E3 r _� 9/16" SIGNED:08/07/2019 ! MI WINDOWS & DOORS, LLC \\v1�IIIIIIIIii,, 3 1/4" 650 WEST MARKET STREET ����J\6 111/// • F -II -[:El 2 1/2" GRATZ, PA 17030-0370 `v,•• r SEN F,J I I ; SERIES 3540 TRIPLE PVC SINGLE HUNG WINDOW Oy6�?51 0 REINFORCED NON-IMPACT 108" x74" COMPONENTS -3 AT OF •o. l 4" I �O"• 4 INTERMEDIATE JAMB INTERMEDIATE JAMB REINFORCEMENT DRAWN: DWG NO REV �i�cs,• OR1�P G�� PVC(V-736) ALUMINUM 6063-T5(M-1994) A.R. 08-03355 A ��i./////111110' S•ONAL.E?\`" SCALE NTS (DATE 11/06/18 SHEET 7 OF 7 III 111111 L.ROBERTO LOMASP.E. LUIS R. Lomas P.r. 1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514 434-6880609 dlomas@ldvmasp9.com lk II 1