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WS-17-39 i s 39 vow QA& i 7- Permit NO. WS-1-17-39 ,StjORES r,� Miami Shores Village Pennit Type:Windows/Shutters 10050 N.E.2nd Avenue NW 'torkClassirrcation:Window/Door Replacem Miami Shores,FL 33138-0000 Pa& rao% ry � Permit Status:APPROVED Phone: (305)795-2204 N F�ORtOP issue Date: 1/19/2017 Expiration: 07/18/2017 Project Address Parcel Number Applicant 142 NW 98 Street 1131010260060 Miami Shores, FL 33150- Block: Lot: Mariana Ferreira Real Owner Information Address Phone Cell Mariana Ferreira Real 142 NW 98 Street Miami Shores FL 33150-1739 142 NW 98 Street Miami Shores FL 33150-1739 Contractor(s) Phone Cell Phone Valuation: $ 12,344.00 FLORIDA WINDOW&DOOR (561)340-4300 .., .... .� ._ .__ _..._..- Total Sq Feet: 0 Type of Work:INSTALL 13 IMPACT WINDOWS&2 IMPAC Available Inspections: No of Openings: 15 Inspection Type: Additional Info: INSTALL 13 IMPACT WINDOWS&2 IMPAC Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 DBPR Fee InvOlce# WS-1-17-62545 $3.75 01/06/2017 Check#:7181 $50.00 $243.30 DCA Fee $3.75 Education Surcharge $2.60 01/19/2017 Check#:7196 $243.30 $0.00 Permit Fee $250.00 Scanning Fee $15.00 Technology Fee $10.40 Total: $293.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify th t oregoin ation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futh o uthorize t ve-named contractor to do the work stated. January 19, 2017 Authorize ignature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 19, 2017 Miami Shores Village FJA IVED 2017Building Department G 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S FB('C 201 BUILDING Master Permit No. J I 1I — 3q PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [--]PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 142 NW 98 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3101-026-0060 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):MARIANA RITA FERREIRA REAL Phone#:305-582-8843 Address: 142 NW 98 STREET City: MIAMI State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLORIDA WINDOW AND DOOR Phone#: 561-340-4300 Address: 7108 FAIRWAY DRIVE#120 City: PALM BEACH GARDENS State: FL Zip: 33418 Qualifier Name: SCOTT BERMAN Phone#: 561-340-4300 State Certification or Registration#: CGC1509450 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: r ' City: State: Zip: Value of Work for this Permit:$ 3 `7 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ,li✓,54o_j 4—� c-f- W rodib/S c2 %rra ac-4 dAzj,- Specify color of color thru tile: Submittal Fee$ �� +C� Permit Fee$ 2�� CCF$ $© CO/CC$ Scanning Fee$ 1 J Radon Fee$ S DBPR$ �S Notary$ Technology Fee$ E U Training/Education Fee$ 2 • Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 2LI (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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 laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all 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 RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature G �",� `' Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 0 Q "I"-Y 20 by .21 day of 4?aCg" 20 4, by MARIANARITA FERREIRA REAL who is personally known to SCOTT BERMAN who is personally k_ on w n me or who has produced as me or who has produced as identification and wh an 91ift DENISE AUTEN identification and who did take an oath. NOTARY PUBLIC: �= MY COMMISSION#FF961427 NOTARY PUBLIC: " EXqRES February 16,2020 4!„ e07t39*-c'53 ryServfce.can Sign: Sign: Print: Print: HOWARD SIMKOFF off;P64¢, HOWARD SIMKOFF Seal: Seal: 4 :•••. * * MY COMMISSION M GG 013318 EXPIRES:August 21,2020 r„ NA"Oel Bonded Thru Budget Neoey Services APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Department of Regulatory and Economic Resources MIAMMDE Board Administration Section 11805 S.W. 26 Street(Coral Way)Rm.230 Miami, Florida 33175 Tel(786)315-2573 Fax(786)315-2570 www.miamidade.Ilov/development MEMO TO: II i70'4e s -Dade County FROM: ecretBoard oard and Appeals (BORA) DATE: July 17th, 2015 SUBJECT: BORA Interpretation —Exemption Clarification / FBC Energy Conservation Sections R and C101.4.8 At their meeting of July 16, 2015, the Board of Rules and Appeals was asked to interpret Section C101.4.8 and R101.4.8 of the Florida Building Code, Energy Conservation volume. The Board considered the extent and scope of the exemption contained in the following sections: C101.4.8 and R101.4.8 Exempt buildings. Buildings exempt from the provisions of the Florida Building Code, Energy Conservation, include existing buildings except those considered renovated buildings, changes of occupancy type, or previously unconditioned buildings to which comfort conditioning is added. Exempt buildings include those specified in Sections C101.4.8.1 through C101.4.8.4. The Board assessed the intent of the referenced sections as they relate to construction work for existing buildings, and the relevance of the exemption to both the building as a whole and components and systems. After deliberation, the Board interpreted the replacement of windows, .including 'any-other•• • renovation which may be taking place, in an existing building that does nol ei ceed 30%:of the assessed value of the structure must comply with the requirements of the FtdfiW Building Code,. ..... ..... Existing Building but is not required to comply with the Florida Building: code..Energy: • Conservation. 000000 •....' ••••• Should you have any questions, please contact Michael Goolsby, •'BObrd arfd Code Administration Division Director at (786) 315-2508. ' vr..u.u,uivauc.Suvit,��Yciiyacarciurirepvrusurnmary 3Yy1 < OFFICE Summary Report Generated On:8/8/2016 Property Information - Folio: 11-3101-026-0060 142 NW 98 ST Property Address: Miami Shores,FL 33150-1739 Owner MARIANA RITA FERREIRA REAL RODRIGUEZ CARVALHO Mailing Address 142 NW 98 ST MIAMI,FL 33150 USA Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,903 Sq.Ft Living Area 1,368 Sq.Ft Adjusted Area 1,579 Sq.Ft Taxable Value Information Lot Size 7,725 Sq.Ft 2016 2015 2014 Year Built 1940 County z Exemption Value $0 $0 $50,000 Assessment Information Taxable Value $296,977 1 r $237,7531 $131,645 Year 2016 2015 2014 School Board Land Value $169,767 $125,366 $104,472 Exemption Value $0 $0 $25,000 Building Value $124,552 $109,899 $107,129Taxable Value $296,977 $237,753 $156,645 XF Value $2,658 $2,488; $2,510 City Market Value $296,977 $237,753: $214,111 Exemption Value $01 $0' $50,000 Assessed Value $296,977[_ $237,7531 $181,645 Taxable Value $296,977 $237,753 $131,645 Regional Benefits Information Exemption Value $0 $0 $50,000 Benefit Type 2016 2015 2014 Taxable Value $296,977 $237,753 $131,645 Save Our Homes Cap Assessment Reduction $32,466 Homestead Exemption $25,000 Sales Information ' ..•• ••• +• Second Homestead I Exemption $25,000 Previous Sale Price OR Book-Pgige ;• Qualil4UQ Description • Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 04/30/2015 $377,000 29661-1'513: •Ul by exa%of deed Board,City,Regional). 09/01/2010 $210,000 27413-37"•�Qual by examof deed • • 06/28/2010 $160,000 27355-11 i9p• Qual by eh"df deed '•: •. Short Legal Description 12/01/2006 $435,000 25271-48d?;'14ales which?e qualified••... + RESUB OF BILK 2 OF BONMAR PARK PB 42-59 ..•••• • . • ' LOT 6BLK2 • ' i•••i• +go��• LOT SIZE 75.000 X 103 •go • • OR 21091-4106 03 2003 4 •• The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at http_/lwww.miamidade.gov/info/disclaimer-asp Version' of 1 8/8/2.016 5:24 PM 5»,0ES Miamishores Village Building Department poll 10050 N.E.2nd Avenue Miami Shores, Florida 33138 yres�N�°ye Tel: (305) 795.2204 FCORIpA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgem alifier/Owner Signature Date Print Name ,/_K/7 Corporate Office: 7108 Fairway Drive Suite 120 INSTALLATION FLORIDA Palm Beach Gardens, Florida 33418 • F: (561) 624-8037 Window & Door 1:1(561)848-7011 Corporate 13(561)340-4300 Palm Beach N verbal agreements are recognized:All teems:nusC64inUriliny on the contract ❑(954)990-1800 Ft. Lauderdale❑(772)621-5905 Port Saint Luci grid specification sheet. ; ; .;. : : : : .:. ` ❑(305)370-3770 Miami ❑(941)225-7555 Sarasota Contact Info....We require at least 2 telephone numbers and an email address from every ❑(239)687-7555 Naples ❑(813)475 7555 Tampa customer. Please agree to provide this information and the ❑(321)332-1237 Orlando best phone numbers to contact you during working hours(9-5). .0. .. . .. 3 Project Coordinators....You will be 4ssg;ne4 your oyunprCie4t Coorc:nat4r who will be www.floridawindowanddoor.com • CGC 1509450 responsible to schedule the dates ofyourr>,easure,Installation antIMMcipal inspections. Florida Window&Door("Seller")agrees to sell and supply customer and customer agrees to purchase from Your Project Coordinator will contact you prior to your installation and let you know the time Florida Window&Doorthe following windows and other materials and services on the terms and conditions your Crew is expected to arrive within a four hour time frame;for example 8-12,but it doesvary depending on job location,traffic giitd mate:ial. rk-tf.. set forth below. All items purchased hereunder are covered to the extent applicable by the Li4an Contract subject to measure,engineering,city approval and use of elevator to stage and remInstallation time is approximately 8 12 week from date U�fns a�y�yure. In tre event in which a me Owners Association(HOA)approval is requiredthe installetion.will approximately occur ithin 8-12 weeks of"Seller"being notified of the approval by the HOA in writing. Should CUSTOMERINFORMATION ontract include special order items,patio enclosures,construction,Historical Board Approval, architectural renderings or site specific engineering the approximate installation date will be Customer Name J� n within 8-12 weeks of approval by the municipality. � �G� Installation dates are weather permitting,we use local weather reports as our guide due to Installation teams using power tools. We use are best judgment to ensure the safety of our Home Phone Number 53�?- �i y '� Crews and Staff. If your installation is canceled for any reason other than weather we will gladly issue you a credit of$100.00 for your inconvenience. / Q 6 A responsible adult 18 years or older must be at the installation site at the beginning and Street: / IA1 J the end of the job. The head installer will do a walk around with you prior to starting work to assess any existing damage,landscaping,or any property that could be affected by the Job Address CityA140-/ , construction. He is available to answer any questions you may have at that time. The head installer is also required to do a post inspection when the job is completed. We want you to State' Zip: make sure that we exceeded your expectations,so go over the job very carefully. If there is anything that needs to be addressed,he will be able to take care of it,or ensure that any necessary parts are reported and ordered. Your balance due is payable by cash,check, Street' money order or credit card. If you are using our financing program a completion slip may need to be signed. Your installer will need to collect at the end of the job based on payment Billing Address City: schedule of the job. 7 Installation Team....We only use authorized Florida Window&Door installers. All work is State: Zip; guaranteed by Florida Window&Door,so you never have to worry. A� 8 Power....installers will need to use your electricity. They do not carry generators. I agree to I p raw. Ceil (q��"�/ /�$ I supply access to my power. Spit, 12 9 Children and pets....Please provide a safe location away from the area during the installation Mr. Work ( process. Installers use power tools and we don't want anyone hurt. 10 Rotted wood is beyond our control. If we do find rotted wood,there will be additional charges for replacing it. If it's small don't worry,we got it!Your project coordinator will notify you if this Mr. Email happens at the start of the job. 11 We will obtain all necessary building permits,site specific engineering,architectural render- ings when applicable and information required the municipality. The Customer will be I�Yi�tvt responsible to sign,notarize and return all permit documents and provide the Homeown- ers Association contact information and when applicable assist us in the submission of the Mrs✓Ms. Work ( application to the Association. Customer acknowledges length of time to manufacture the product and submission of permit will be dependent on the timely return of all documents, the Association approval,site specific engineering,architectural renderings and any other (�rs s. Email /f,/ , � A AVA i G� L.�, items or approvals required in order to submit the permit to the municipality. As a result,the �/ M Homeowner acknowledges and agrees that the permit may be submitted to the municipality HOMEOWNER • INFORMATION COMPLETED) by"Seller"beyond the 30 days as required in FI. Stat. 489.126. Any delay associated with the Customer failing to return or provide signatures or other necessary information shall not be Type of Home: House ❑Condo ❑MHCthe responsibility of the"Seller." __ „- 11112) Financing....If you are financing your balance,Florida Window&Door's finance department I wu•cv•r••c• T ask you for aaamonal rnrormanon ana your cooperauun Will llClN bNGCU Ultl Nluuvoa. ..nny Community Name' loan terms change,Florida Window&Door's finance department and/or your representative + will explain them to you. • ••• • • • •., Management Company: •• ••• •• 1 When your installation is in process,�here will be debris �orwe rebr•s may fall in your Name: Company Phone: landscaping. Our Installation TeanI thgir b4st tcVV$icisdamaging:your flowers,trees and bushes but occasionally it does happen as%rt?Srllt'SeRer•can rtbt t O t'esponsible for any • - , - • 7Job damage to any landscaping. Total $ 7 14 Dumpster/Storage...Under no circumstances do we leave4ob debris ooi/aur property. We 7 remove everything for safety rea4nj PI$asgdcjncj aj6our re0rDsentatRtes if you can keep scrap. Dumpsters are not for cuslonjer use. We:nuist pe Diven a�uitole place to work and 50% Down Payment $ s 7 store material. In the rare occasion,thatlhere is not storage or wefk area available we will utilize storage containers but that will be done at additional expense to you. u __11 Wood....We do not replace the wood III Qr stgps gQund•ypyr wipdows. We reuse your 40% Payable on Product Delivery $ %� existing ones. It's better for the envi%imeDt-TtTsj itgml aT avaVie for purchase if you would like to add them to your work order.• • • •• • • Balance Due Upon Final Installation $ 1 Construction Concerns...We do NO-'do any 16aint1mg of wbo89ttinflij. Sometimes plaster / may crack during installation. We will repair with first coat of mud and sand smooth. You mal have to do touch up painting and light sanding after we have finished. During the installation Permitted Hold Back Pending Final City Inspection ($200.00) some minor stucco damage may occur. We will repair the stucco and prepare for paint,but I d will not paint the stucco. In the event of a mathematical error,the prices printed on the contract are the actual prices to be charged. 17 Grids....If you ordered grids on your windows,the patterns will be the same as what you have existing unless otherwise specified on your work order. Please make sure this is the pattern DEPOSIT/FINAL PAYMENT • - OF: you want. ❑Cash Cheek# 30 Financial Company C 1 Tb --- 18 Screens....Half screens are standard on our windows. 19 Window Treatments...We ask that you remove all window treatments prior to your installation All windows/doors being replaced will need at least 3 feet of clearance in order for our Crews Name on Credit Card: to work. We DO NOT take down or reinstall any window treatments. In the event window treatments are not removed we take no responsibility for their condition after installation. Mo: Credit Card#• window treatments will fit after installation of new windows and doors but this is not guaran- teed. Exp. Date: CPU Code' 20 Hurricane Shutters...In circumstances in which we remove and reinstall existing hurricane shutters we do not guarantee that the shutters will open and close without additional service or maintenance being performed by a shutter service company. Working condition is Your final check is your receipt dependent on age of shutter and previous maintenance of existing shutters. In the event that shutters are not reinstalled it is the responsibility of the Customer to replace all flooring BUYER'S RIGHT TO CANCEL: "This is a home solicitation sale,and if you do not want the goods and fill any applicable installation holes. services,i or agreement by providing written n• -to the seller in person, 21 Alarm contacts....will not be reconnected. As you must be a licensed alarm company to work on alarms. Seller will leave the wires exposed when possible and your alarm company will • • notice • ' " � _goods' • •-delivered need to come out and reconnect them. or postmarked before midnight of the third agreement, - • keep, • •. of business . after•• •. • •, cancelO O 2. ' ustomer understands the details and time frames as outlined in my Installation Checklist an FRONTTHE - , .ACK OF rJ r ceived a copy. Please start my order in accordance with the time frame provided. IN WITNESS WHEREOF the parties have here unto signed their name(s)this day of Customer(s)agrees that this Agreement,front and reverse,constitutes the entire understanding between parties,and there are no verbal un ferstandings LEAD SAFE PAINT PRACTICES changing or modifying any of the terms or this Agreement. This Agreement may not be changed or its terms modified or varied in any wa unless such changes are in writing and signed by both Customer(s)and the Seller.. Customer(s)hereby acknowledgethat Customer(s)has read the fror and reverse LEAD SAFE PAINT PRACTICES Customer hereby acknowledge receipt of a copy of this Agreement and has received a completed,signed,and dated copy of this Agreement Customers)also acknowledge tha a ors a was orally of the pamphlet,"Renovate Right: Important Lead Hazard Information for families,child care infomled of hls or her right t ncel this transaction. r providers and schools",informing me/us of the potential risk of lead hazard exposure from (:::7 e G renovation activity to be performed in my/our home. Customer received this pamphlet befor the work began. Customer Inst ` Init Salesperson (Please Print Name) Location EXT. ❑Customer elects reduced warranty option for a term of years . ... Opening E 0. Omit V (Not Replacing) •.• . O 1. XO Horizontal Sliding Window 4R� L O v (Series 1600) C� -p 150130.02 �F-`�� ' • • • •• • ••• G ' I' 2. XO Horizontal Sliding Window �� VED � • • i • • ' •• •• ob o1600) 15-0130.02 3. I � •' ••• • • • • • � � � • • •• • N 3. Casement Window l Q (Series 1400) FL18390.1 Y 4. (SIeges1700) ndOW _- - '• i•i i i i•i i• '•6arage © ~ 150130.03 ••• i i i'• i 5. X Outswing Door • • • •• •• (Plastpro) FL15210.1 C ON V 6. XO Horizontal Sliding Window 11 (36 x 50) 10 9 8 7 6 _y m (Series 1600) Egress (19 x 38) (68 x 62) (39 x 81) (37 x 38) (37 38 _ 150130.02 x ) 0 7. XO Horizontal Sliding Window 5 = v (Series 1600) Laundry (37x80) p 150130.02 8. X Outswing Door Bedroom Bath Kitchen 3 T 0 C FL 17860.3) 12 ,3 v 9. XO Horizontal Sliding Window (36 x 50) .� U_ Co (Series 1600) o0 E 150130.02 C 10 Single Hung Window LL a (Series 1700) 4 150130.03 11. Casement Window Bath (19 x 38) (Series 1400) Living Room FL18390.1 O 12. Casement Window L L0 (Series 1400) 13 (36 x 50) Bedroom ) T FL18390.1 Egress Bedroom i m M 13. Casement Window 3 J (Series 1400) 15 0 1 2 (73 x 50) Cc (35 x 50) U. U) LL 14. XO Horizontal Sliding Window (74 x 62) Main Door-Egress (54 x 62) Egress 0 (Series 1600) 150130.02 L 15. XO Horizontal Sliding Window 1 50) 9P !�. I _ �� C N (n (Series 1600) - �_ [ 7f — 150130.02 M -Irni SFIt rig Ville �� EL N 090VED BY DATE L� cel al:�t ZO,' DEPT COP--EM E-COM SCALE: E3'-DG SEPT NOT TO SCALE �� f DATE: t 1�� Dec 27,2016 ECT ,'O CCh'PI lf'NCE WI fN AI_L FCbERAL PAGE DESCRIPTION: A rl Site Plan T rf-Ati�C,C ISN I (rtl�L_S P,1V ��-!;I)(A T��IS PAGE: OF1 1 .. .. . . . .. .. . �~ ENGINEERING ' ' ' • t EXPRESS® Design Wind Pressure (PMAx+, PMAX-): ASCE 7-10, Ch. 30.•l.2130.6.➢.. : : • 160 SW 12th AVENUE, #106 h560 ft. h>60 ft. DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+.=•An( GC,> t Gam) •.• PMAx+ = qn(6c GCppDG + GCS) PH:(954)354-0660 FAx:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx,;=jln(�G Gb,,r :dd .' PMAx-= gn(6D GCpneg-GCp) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device CalculationS:ASCE 7-10, Chapter 30,All Subsections Cladding Size Elevation AreaBerea. .. trZ GCP+ GCP- Pmax+ Pmax- . Slh Edition(2014)Florida Building Code # (W X H) Zone c(ft) (ft2) ( 2).•• • • • .• •• (Ib/ft2) (Ib/ft2) Site Information 1 54 x 62 End 7 23.25 .8091:1 9.68 .57 0.9 -1.3 37.9 -49.2 2 73 x 50 End 7 25.35 12.34 0.85 56.57 0.9 -1.3 37.6 -48.8 owner: Mariana Rita Ferreira 3 35 x 50 End 7 12.15 5.79 0.85 56.57 1.0 -1.4 39.5 -52.6 4 19 x 38 End 7 5.01 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 Wind Speed(V): 175 MPH 5 37 x 80 End 7 20.56 14.81 0.85 56.57 0.9 -1.3 38.2 -49.9 Exposure Category: C 6 37 x 38 End 7 9.76 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 Velocity Pressure Coef. (Kh): 0.85 7 37 x 38 End 7 9.76 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 ASCE 7.10 Ch.30.3.1 Table 36.3-1 Directionality Factor(Kd): 0.85 8 39 x 81 End 7 21.94 15.19 0.85 56.57 0.9 -1.3 38.0 -49.5 Topographical Factor(KZT): 1.0 9 68 x 62 End 7 29.28 10.70 0.85 56.57 0.9 -1.2 37.3 -48.0 10 19 x 38 End 7 5.01 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 Structure Information 11 36 x 50 End 7 12.50 5.79 0.85 56.57 1.0 -1.4 39.5 -52.5 12 36 x 50 End 7 12.50 5.79 0.85 56.57 1.0 -1.4 39.5 -52.5 13 36 x 50 End 7 12.50 5.79 0.85 56.57 1.0 -1.4 39.5 -52.5 14 54 x 50 End 7 18.75 6.75 0.85 56.57 1.0 -1.3 38.4 -50.4 I ttR�p6 a 15 74 x 62 End 7 31.86 12.68 0.85 56.57 0.9 -1.2 37.0 -47.6 o� Risk Category: H Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 hbble 26.11-1 Mean Roof Height(h): 12 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min. Building Dim.(L): 30 ft. End Zone Distance(a): 3 ft. 1.TH6NFORMATDNSNTMDEDTOPROADEDESGNPRE RESFORTHERIRPOSEOFTHENSTALLATDNOFGL UNRS60PENNGMOTECTIONASPROPOSEDMDPROMEDBYOTHERSNOCMTFICATVN.WHER J FFREY FRIANT,F.E. EXPRESSED OR IMPLIED.NOFFERED ASTO THEVA OG OR AfPLCABLffYOFMYPROPOSEO SYSTFJ.I OR COMPONENT USED ALONG WITH THESEPRESSUR ES.PLL MODUCTSSHALL BE NSTALLED N STRCTACCORDMCEWITH '� Prepared In accordance With: VALGFLORIDAMODUCTMPROVALSMDMUSTMTJ=TTHESEPRESSURESFOR THEGNENSQELMRATIONS 1 EJB E,OD"74 1 ASCE 7-10.Section 30. Wind Loads-Corn orients and 2.NOCERMICATDNORREV HSOFFEREDTHATTHEM POSED UNITS MEET MYEGRESS REOUNEMENTS.&L EGRESSISSUESM ETO BEADDRESSED SYTHE FERMITTNG CONTRACTOR AND THE LOCAL BULONG OFFCVL. ✓✓✓/ P 3.TH E HOST STRUCTURE E ASSUMED TO BEADEOUATE TOWRHSTAND THELOADSMPOSED RYTHISDESIGN ASWORKRM-ACESEXISTNG MAMNG.OR OPENNGSDESDNED MDCERTFEDBYM ENGINEER OFRECORD(LOA). CladdingTHECON TRACTORB.ILONGOFFICI&SHK WRFYTHAT THESUBSTRATE EXPOSED DURING WORK ISSOUND FOR NSTALLATDM F N OFTHISSYSTEDEFD ENCESME FOUND N THE EKSTNGHOST STRUCTURE.-IS ENGNEER, ORTHEEORSHALLBENOTFED BEFORECONTNUNG CONSTRUCTION AND RESERIVESTHERGHTTG RE-NSPECTMD REEVALUATEDESIGN.NOWMRMTY,ERHEH EXPRESSED OR MFLED,ISCONTMIED HEREIN. O � 5th Edition 2014 Florida Buildin Code 4.DIMENSIONS ME SHOWN TO ILLUSTRATE DESIGN FORCESM D OTHER DESIGN CRITERNTH EYMAYVARYSLGHTLY,TO THE EXTENT THAT THEOPENNG ME ISNOTS LER THAN 5%OF THEENGNEERED DESIGN. I is CONTRACTORISTOVERFY ALLFELM DDENSIDNSMIDRTONALL SIATDN. 5.ENGINEER SEAL AFFCED HERETO VALDATESSTRUCTURAL DESIGN AS SHOWN ONLY.USEOFTHG SPECFDATION BYCONTRACTOR.1-N DEMNFIES&SAVESHMMLESSTHG ENGINEER FOR ALL COST&DAMAGES NCLU DING 0 2016 E-Tempest.com LEGAL FEES&APPELLATEFEESRESULTNG FROM MATERVL FABRCATON,SYSTEM ERECTION.&CONSTRUCTION PRACTICES BEYOND THATWHCH ISCALLED FOR BY LOCAL,STATE&FEDERAL CODES&FROM DEVWTDNSOF THIS ID.flivindowdoor-P4546 6. NiM.GNEERNGEXPRESSHMNGTV6 EDTH6JOflS ENFDRWTDNCONTPNEDHERENGHLSE00NCONTROCTORSUPREDDATAMOMEA9REMFNTSENGNEERNGEORESSSHPLLNOTBEHE DRESPONSB EORLNR EN RT OFALITF#9i5 MYWAYFORERRONEOUSORNACCURATE DATAORMEASUREMENTSWORKSHALLBEFILLDVERFEDPRDRTOCONSTRUCTION.MGNEERNGE ESSM&LMNOTFEDMDGNENMOPMRTUNIT TOR6EVALUATEOUR WORK UPON DSCOVERYOF MYNACCURATE INFORMATION MDR TO MODIFICATION OF EXISTING FIELD CONDITIONSMD FABRICATION AND INSTALLATION OF MATERALS WrrH RAISED ENGINEER SEAL 12/27/2016 Page 1 of 1 T EXCEYTMEXPRESSLYMOADEDHERE-N,NOADDITIONPLCERTFDATIONSORPFFNMATIONSMENTENDED. 'ALTERATDNSADDRDNS.OA OTHER MARMCSTO THIS DOC UMENT ME NOT PERMITTED AND NVALDATEOUR CERTIFICATION VALID FOR JOB ONLY MIAMM E • !` � MIAMI-DADE COUNTY r. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC.RESOURCES(RER) 11805 SW 26 Streot,Room 208 BOARD AND CODE ADMINISTRATION DIVIMION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N(�A) www miamidrde eovleconomv AWP Windows and Doors,LLC 8130 NW 74th Avenue. Medley,FL 33166 SCOPE: This NOA-is being issued under the applicable rules and"regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be.used in Miami Dade.County.and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not.be validafter the expiration date stated below:.The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHI(in areas othi t than Miami—Dade County)reserve the right to have this product ar material tested forquality as =purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such-product"' material within their jurisdiction. RER reserves the right to revokd this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of thapplicable building code. This product is approved as described herein, and has been designed teo comply with the Florida Building Code,including the High Velocity Hurricane Zone. erica ac rew um num . nzon i i in ow- APPROVAL DOCUMENT:'Drawing No.W03-104,tie "Series-1600 Impact View A um orrz.Sliding Wdw.'; sheets 1 through 7 of 7, dated 11/18103, with revision E dated 10/30/15, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E.; bearing the Miami-Dade County Product Control Revision stamp with the.Notice of Acceptance number and expiration date-by the Miami-Dade County Product Control Section. an a act LABELING Each unit shall:bear a permanent label with the manufacturer's name or logo, Qy„$tate, model/series, and following statement: "Miami-Dade County Product Control Appreved% unless othc4%Vise •••••• noted herein t •• ; _ • RENEWAL of this NOA shall be considered after a renewal application has been MM and there has been •••••• no change in the applicable building code negatively affecting the perfo ..oa. . • riance of this.. uet • so . •••• ••••; TERMINATION of this NOA+will occur after the expiration date or if there has bean arevisioii pr flange • in the materials,use, and/or manufacture of the product-br process.Misuse of this NOA-as an endansement ..;••• of any product,for sales, advertising or any other purposes shall automatically terntitra"Iis NaAG*Failure ...... to comply with any section of this NOA shall because for termination aiid removal Qi` Vn. • ADVERTISEMENT: The N'OA number preceded by the words Idiami-Dad; Con nty, Florid$,.and ••'••• followed by the expiration date may be displayed in advertising literature. If any gmttipn of Die NOA-is ....: displayed,then-it shall be done in its entirety, ( • INSPECTION-' A copy of this entire-NOA.shall be provided to #te user by -the manufacturer or its distributors and.shall be available for inspection at the job site at the re6est of the Building Official.' This NOA revises NOA#13-0326.09 and consists of this page 1 and evidence pages•E-1 and E-2,as well as approval documeut mentioned above. The submitted documentation was reviewed by Manuel Peru,P.E. , NOA No.15-0130.02 t - Expiration Date: March 04,2019 f 12 t�p Approval Date::Feb ruary 04;2016. ( __11 Page 1 AWP Windows and,`DooM. Y;LC NOTICE dF ACCEPTANCE: EVIDENCE SUBMITTED `A. DRAWINGS a 1. Manufacturer's die drawings;and sections. (Submitted under NOA#03-1203.02) 2. Drawing No.W03-104,titled"Series=1600 Impact View Alum Horiz. Sliding Wdw." Sheets 1 through 7 of 7,dated 11/18/03,with revisiaii E dated 10/30115,prepared by A1-Farooq Corporation,signed and sealed by Javadlhmad,P.E. B. TESTS f' i 1. Test reports on*a)Air Infiltration Test,per FBC,TAS 202-94 .52)Uniform.Static Air pfessuie Test loading per FBC,TAS 202-94 3)Water Resistance Test.per FBC,'i'AS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 1 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 b)Forced Entry Test,per FBC 2411,.'3.2,1 aad TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal' sliding window w/insulated glass,prepared by Fen6htion Testing Laboratory,Inc., Test Report No.FTL-8412,dated 40/14/15;signed`and sealed by Idalmis Ortega,P.E. 2. Test reports ote 1)'Air Infilti�aiion Test;per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBCJAS_202-94 4}1arge Missile Impact Test per FAC,TAS 201-94 . `5)Cyclic VJindPressure Loading*-FBC,TAS 203-94 6)Forced l ntry"Test;per'FBC 24.11'3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluiiiitrutti horizontal sliding window,prepared by Fenestration Testing Laboratory;Inc.,Test Report No, .FTL-3791,dated 07/12/03,signed and'sealed by Joseph Chan,P.E. • • ...... (Submitted wider MA#031203.02) .• 3. Test-rarts on: i Air Infiltration Test et.FBC TAS 202-04 •! •• " a • . 2)Uriifortn Static AYr Pressure.Test Loading pet FBV,TAS 202-94 ;• - 3)Water Resistahce7est;per�FBC,'TAS 202-94•••'• ."••. • 4)Large 1Vitssile ImpactTestper FBC;TAS 201.9�Q.. .... ..:..• 5)Cyclic Wind Pressure Loading p'6r FBC,TAS 2t&94 '..• : ,,,, • 4 6)Forced'Entry.Test,`per FBC.'2411;3.2.1 and T,ASA2-94 ,• along with maiked-up drawings and installation drakram of an aluminum hctkW-� ••••:. sliding window,prepared by Fenestration Testing kpboratory,Ac�test Retort No. ,,,, FTL=3763,dated OS/03.0 ,signed and sealed;by Joseph Chan,RE. • (Submitted milder NOA#.03 .1203.02) , Manu ,P.E. Product Cont of E miner NOA N . 0130:02 Expiration Date: March 04,2019 Approval Date: February 04,206 E 1 ; AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FRC-5'h Edition(2014);dated August 20,-2015 and October 26,2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E: 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIOICATIONS '' 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saber Clear and Color Glass Interlayers'dated 06/19/14, expiring on OS/21/16. 2. Notice of Acceptance No.-13-1416.20 issuedto Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer",'dated 02120/14,expiring on 02/08/19. F. STATEMENTS 1. Statement.letter of conformance, complying with FBC-51"Edition (2014), and of no financial interest,-dated October 26, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad;'P.E: 2. Proposal No. 14-0776 issued by the Product Control Section,dated September 8, 2014,signed by Manuel Perez,P.E. _ J 3. Asset purchase.agreement dated March 20,2014,sided by Mr.Paul Schmitz,Chief Executive Officer and President;Trulite Intermediate Holding,LLC and Mr.Tim Morris,Jr.,President and C.F.O.,.AWP.Windows and Doors,LLC. 4. Letter from owners of existing NOA stating that the`haee sold all as is to th`•• • Y sp g... ...... applicant,that they no longer manufacture-the produi t and relinquish t1eir rights to the •• currentNOA,dated April 20,'2015 signed by Mr. Kevin Barrett of Financial Officer,Trulits Window&Door Solutions,LLC. "•••• • S. Statement letter for Name Change Request dated July 15;2014,rVpgA•by A WP*.. •• • Windows and Doors,LLC,signed by Gerardo Beros 1?irector of Fir enn& G. OTHERS ri. •. 1. Notice.of Acceptance No. 13=0326.09,,issuedto Trulite Windbw &'Door;$plgtjons, ••••:. LLC for their Se ies,"l600 Impact`View"Aluminum•Horizoital'•Skding Window ;• •; L.M.I.;approved on 06/06f13`and expiring o%i 03104/19. •• Manuel Product Contr E miner NOA No. 0130.02 Expiration Date:-March 04,2019 Approval Date: February 04,'2016 • f up (31 ANCHORS (3)AN(i10RS ' Ai N7&. ENDS- • • A7 SllkE • •• `!a b� A .C.T 6.GTYP. 1oa. ;. ; •; �� 7 WINDOW WIDTH FABE UUMMLIED) • ; • • • • • • INNDOW 1iILD1H Z g r U 11. MWAY OE S' • •• MAK.• • • • • 11' ts$Aa IIFAD LL 4 �C,�^� __ H""^SLLI. • 4 • �-�-� ' CORNERS • • •• so I �I it -� II • •• • �•m � �• I� II yr $ liL 1 � 11 • • • •!.• i��/. I� 8 If If ® I it I 4j- 11' MAX. ==311i88k 122 3/B' 411 3/8" 22 3/8" 1O 31 3/4' 3111/4" D.L.OPO. D L GPC. D.L OPO. DA.OPG. D.L.OPG. s{ 2� 27, 37 3/4" VENT WID1H 64 J/4• VENT WIDTH VENT Wom VENT WIOTN fi h 'xox' 'xo. Ox OR XX' zig THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE: IMPACT. TYPICAL ELEVATIONS i SHUTTERS ARE NOT REOUIRED, TESiEO UNTTS SERIES-1800 IMPACT VI]3W .ALUMINUM HORI20NTAL SLIDING WINDOW DEVON LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN SHEEP 3. g APPROVAL APPLIES TO SINGLE UNITS ORSIDE BY SIDE COMBNATIONS oil OF H.R./H.R. OR H.R. WOW, WITH OTHER MIAMI-DARE COUNTY 0 APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. 1191111 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, TWS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - REOUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). <m u o w BY MMQ PROPEXY TO TRANSFER LWS TO THE STRUOTURE�; ANCHORS SHAD. BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS n MB EEDMENT TO BASE MATERML SHALL BE BEYDHD WALL DRESSING OR STUCCO.. CIVIL complyiry with too R1a16,1 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE fl'1 '110592 a BuIWNp CbQ� - � NOT PART OF THIS APPROVAL _-01W.02�N gg T A LOAD DURATION NCRFASE IS USED IN MIGN OF ANCHORS INTO WOOD ONLY. Aa�pl �' ` � ALL SHIMS TO BE NIGH MPAC7.NON-METALLIC AND NON-COMPRESSIBLE. AN 2016 pt to" drawing no.. NAITERIALS INCLUDING BUT NOT LIMITED TO StalAETAL SCREWS,THAT W03-104 COME NTD CONTACT WITH OTHER DISSIMILAR NA ERIA S SKALL MEET THE N,emt or REQUIREMENTS OF THE FLORIDA BUILDING CODE or so. .' . . • • • • • • - 000 ,3/18•ANN.GLASS „ 3/18"ANN. CLASS • '- •• • ••• .-, .�� 090"Ipt rlrz 100•Interlayer ••• • • • • •• • So11e:deer Md Color Olwe Uvekoi S • • • • • • •• • • • By'Eastman Chemical Co.' • • • • • • • • • aV'Nkisx USA,Inc.' p. 3/16"ANN. GLASS 3/16"ANN.GLASS • ••• • • ••• • F F SWCONE 6 'i 'i SI W CO ••• • • • WW CORNING 1198 • • ••• ••• DOW CORNING 1799 • • 7d GE SCS2800 GE SCS2800 of ! li SCHNEE MORDiEAD 5731 jj SCHNEE MOREHEAD 5731 LL 10 AT 1/4 P09JT5 ON DIES 10 .. fig( W10ER TWIN 36',ONLY 67! ' •" ST]'PE' A - ,, .:.GLAi6$ TYPO �� •• :.,. . .,. .: ,�_ 7/16'.OVERALL.IAM.,GLASS 7/1W OVERALL LAIL CLASS .. ._... _. � - • � —_ � . 1/4'AIR SPACE •-' 1/4'AIR SPACE 1J6'AffAT STREN'D GLASS 1/6•ADEN.GLASS 1/0'TEND:CLASS 090'Intsrtaysn 1/E"ANN.GLASS Ago, Sotle>t'Cigar And Coro;Gloss Solbz door And Color Class By'Ealtmdn Chsmkal,Go.' By'Eastman Chemlaal Co.' DURASEW.$I+AQER '` OULTASEAL•SPACER Q� ' .. 7/8'HEAT STREN'D�•.0" BY'OUANEX' 1/8'ANN. CLASS , ,• 'M .. ppp NX 2 6 �CONE-ZING 1199 ^� SIUCQNE. .. ',is SC5280ODOW CORNING 11119 .. CE SCS28DO yy - 10 AT'1/4:POtNLS - .. 1G AAIT.L7 .,, ': .. .. ..- _. C R g ..'.. ALL SIZE9. .. GLASS TYPE 'D' GLASS TYPE 'D' NOT pUAL1FRD' B ' li/16'WERALL INSUL.LAA CUSS -ttjtA'OVERALL INSUL LAN.GLASS. FOR INSTALLATIONS ABM 30 PT. .. GLAZING OPTIONS °FIR J!0<•u o m EW.Jl AH N . PRODUCT RBVISDD -T Y OYII, y t1A /70692 ss canplyln6 h1&ooe Ptatfde � C ANJ016 958 BuIlMo Code Acapuaa Nu i Dela btl Pmduci drawing no. :k WW_104 ' sheet or .. .. . . . .. .. . . . ... . . . . ... DESIGN LOAD CAPACITY-PSF(XO,OX OR XX SIZES) W74," w N LOAD CAPACITY - PSP(XOX 9JXE5) DESIGN LOAD CAPACITY- P P(XOX SI ) 000 _ p GLASS TYPES GUSS TYPB CLUB TYPECUSS TYPES GUS9 TYPE GLASS,'TYPE • • •• GUSS TYPO GUS,!*1 01413 TYPE 1TIIVDOIY DIMS. A 'A' k 'H' 'C' 'D' A 'A"k'H' .'C' 'D' WINDOW S• M• •'A' •• C' • • VAOTH HEIGHT EaTT.(+) ff..(•-) EXT.(+) INT4( ) EM.(+) BAT.(-)� EXT.(+) M-(-) EXT,(+) INL(-) Emw WT.(-) mm Hoome . 6X1.(+ NII(-) E"..(+) .1NT. 2d-1/2" 3 904 140.0 90.0 90.0 744 74,0 1/ 904 140.0 904 904. 74,0 744 74' 804 40.0 90.0 90.0 74A. 74.037' 25' S 90.0 140.0 904 90.0 74,0 74.0 14 90.0 140.0 904' 110.0 74,0 74.0 '108-1/4' �313 90.0 140.0 90.0 110.0 744 74.0904 140.0 90.0 904 74.0 74.0 .111 14 904 140.0 904' 90.0 74.0 '74.0. 111' 13 90.0 140.0 904 90.0 74A .74.0 aQ 74" 9 90A 140.0 90.0 90.0 74,0 74.0 74' 3 �. -11 904 140.0 90.0 904 74,0 74A .74' ��. 60 9R0 040.0. .00.0 •BH.O 0*0 74.0 a 2 2' 3. 90.0 00.0 74.0 74,0 106-1/4" (4) 14 904 .134.3 90.0 '904 -74.0__74.0 108-1/4' (4) • 13 O 1 .7 9 0- .0 •74A 74.0 6i J7" 38-3/8' S riiioo I40A 90.0 90.0 74.0- 744 111" 14 110.0 1719.1 90.0 90.0 74.0 74.0 111"� 113 960. t311.9� 480.0 90.0 75.0 74X tll 93-1/8' (4)' 6 140.0 90.0 90.0 74.0 744 74' 60-5/6" 11 110.0, 131.2 '90.0 •9DA 744 74.0 W 60-5/8414 0 3 0. 0 •74.0 74.0 Lii P1. 74' 9 .140.0. 80.0 911.0 74A 744 106-1/4' ,-(6) 1< 90.0 106.6 - - 74.0 74.0 108-1/4' (5) 13 90.0 102.4 904 90.0 28-t/2' 3 140.0 90.0 90.0 74.0 74.0 .111' 14' 90.0 110.8 - 74.0 74.0 111' 13 90.0 100A 90.0 90.0 - 3T 00-5 H 140.0 90.9 9OA, 74A 74,0 � 74' 11 80,0 110.0 90.0 "00.0 -74.0 .74.0 74'• 10 90.0 104.9 90.0 90.0 69.2 09.2 � - (6) 6 140.0 90.0 90.0 74A 760 106.1/4' � 14 88.9• 66.9 - 74.0 74.0 108-1/4'- 13 -87.0 87,0 67.0 87.0. -9 124.4 X110.0 90.0 74,0 74.0 111" (6) 14 04.8- `844 - - 111' (6) 13 80.6 854 66.6 85.6 16-1/Y 3 90.0 140. `90.0 00.0 74.0 74.0 72 11 904 140.0 90.0 '90.0• 74.0' 74.0 72*_ 1D 110.0 140.0 90.0 90.0 74A 74A 3Y 6J 6 90.0 1373 •90.0 90.0 74.0 740 Be 11 90.0' 140.0 90.0 904 74.0 •'74.0 84' 10 90.0 1404 .90.0 90.0 74.0 74.0. "(6). ;. '•�- ' 8 - '9 90,0 90.0•••.74.0' 740 96 -2q '11 90.0 -140.0-' 90.0 00.0 "74.0 -^74,0 116 2; 13. '00.0 '-AO.0' 40.0 90.0 74.0 '74.0 7' 9 869 64.9' 84.9 649 `714- .744 706' (2) I4 •90.0. 140.0 90.0 '90.0 -744 74.0 108" (2 14 90.0 140.0. .90.0 90.0- 74.0• 74.0 2C 3 90.0 140.0 _Ii0_.0 00.0 74.0 744 11 T. 1.1 904 140.0 90.0 -90.0 '744 74,0 111' 14, 90.0 140.0 90.0 904 74.0 7" 36' 6 904 140.0 90.0 90.0 74,0 74.0 72' I1 904- 140.0 90.0 "904 74,0 `•74.0 7Y 10 90.0 140.0 p0.0 90.O 74.0 74.0 - .•00.0 140.0 90.0 90.0 744 760 84 11 •BOA' 140.0 90.0' •90.0' 74,0 74.0. Be f0- 90.0 140.0 90.0 90.0 74.0 74,0 ' 45 2< 7 __ 60' (J) -7 90.0 140.0 90.0 •X00.0 74,6 74.0 - ;116' '11 904 IAO.O 90.0' 90.0 74,0 74.0 96 36' 13 BOA 140.0 80.0 90.0_ 744 7{.0 72':_ 0 _90.0- t/OA 90.0 90.0 04.0 '740 708' (3) 14 .90.0• 140.0 00.0. 90,0 74,0 74,0 :106° (�)' 14 90:0,: 440.0 90.0 90.0 y110_ 744. •_24 3 90.0 140.0 :90.0 90.0 . 744 • 740 'Nt 'Y4 90.0" 140.0 904' 900; 9<0. .•74.0 111 14 . '90.0 140.0 •00.0 90.0 74.0 74:0 '4 90.0 140.0 90.0 9_0.0 744 '�740 -72 -11 .'004• 140.0 904• `900, •710 "74.0 :-72 10 '9010 433.6 -90.0 90.0 • :,74.0• 74,0 ��55 46 � 7 904 140.0' '90.0 �90.D 74:0 7{9 . 96 r -I7 •90.0 126.3. 90.0r�; '904: ,74,0 ,.'74.0 •+96• ' �� 13 90.0, �120A' 90.0 00.0 74.0 74.0 �n M�� X 72 9 -"904 '140.0 '904 - 90.0 " 744 :• 74.0 108 .14 M.O! 110.4. - 74.0 •74.0 't05' 14 '#%0.: 11.02„ :90.0 90.0 _ 904 140.0 00.0 90.0 744 - „24 3 _ 74.0 ' 111 14 90.0 1137 744 ".•74.0 111' 14 90.17: I11.9 .90.0 90.0 °30' - _ 6 "90.6 140.0 904 -:90.0 74.0 744 72• 11 904 118.0 90.0. OO.Q. .%744 ''74.0 ,,72`• f0 .,90,0'x' 108.0 x90.0 90.0 744 74.0. Z ,m ; (5 7 90.0 140.0• 90.0 90.0 746 74. 84 '11 904 108.1 '90.0' 90.0'. -.740 74.0. . 0< 10 ;'.•90.0, •t02.1 90.0 90.0 - - L� • 7 -904 1`119.6 ,90.0 x90.0 744 . 74.0 '!IB `�• 11 - 904` 99.5 - ••.74.0, -•74.0% 98' may. f3 90.0 •.97.5.x: 00.0 90.0 - - •Op '.725• '(: 9 -'90.0 - 1203_ .90.0 ':904 •^.74.4. 7�.0 .106" -74.0 :`7{A. ',�108' t6) 14 90.0 ':934 .00.0.• 90.0 ` 2<' 3 '90.0 140.0 '90.0 90.0 :.744_ 74.0 111' ' '� t 14 90.0 92.0 - 74.0 2 74.0 Ill' 14 00.0 91.1:: -`00.0, 90.0 S 90.0 '131.6 90.0` ' 90.0 .'744_ 74.0 72 ' : ti ..90.0 116,7 -90.0 ''90.0- `7h0 -th0, 72'•: 10 90.0. 114.4 "90.0' 90.0. 73.0 73.8 , 48 60. 7 .0 11.02 90.0. . 00.0 74.0 74.0 '84 11 90,0 1068 74,0. 74.0 64' •1Q 904- ;_101:7' 904 904 - 60' (6) - 7 "904' 407.4 BQO '90.0 74.0 74.0 9d 0i(6�4 _ 11 ..9-0.0, 98.3 :7410 '744 96'- '81(6�4" 13 '`900 951 '90.0 80.0 _ ca 904 93.3 -470,0 .'90.0 '74.9' 74,0 "908 44Y.•g0A' 90.2 74.11 +^74.D . 108 1{:. 90.0::'�411A .90.0• 90.0. A=•NO. OF.AHCHORS.-PER.HEAD.&'SILL -, .. _. :_ .111 'I{ 8B.0 889 - - :744 74.0' 111 .. 14 90.0 90.2 ^004^ 00.0 () - N0. OF ANCHORS PER JAMB` a^ A 'N0.OF ANCHORS PER HEAD'k SILL "- - A.- NO. OF ANCHORS PER HEAD &SILL O . NO.OF ANCHORS,PER JAMB C, -NO. OF ANCHORS PER,JAMB . a' 0/3W) (t/ 7 (t/ N/4W) (1/219 ' (1/4W) - 41 / �T r < O Y O W LEFT AND RIGHT VENTS TO BE OF EQUAL G O WIDTHS &W,µMAO AHMAQ ' XX' (EROXO OPERATING,VENTS TO BE 1/3 OF THE WINDOW AWDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH O L 0592, 'XOX. PRODIICTREVISBD NOTE- GLASS 8. +4 i nae °MO O GLASS CAPACITIES ON THIS SHEET ARE - nA 1A, )6 drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) WO3-10 ` AND FLORIDA BUILDING COMMISSION By DECLARATORY STATEMENT DCA05-DEC-219 M7.m a ha61.q 11host 4 of .. .. . . . .. .. . . . . . . . . . . . • SEE a". 'STRUCTURE 18Y OR 28Y FOR SPACING .`,:,•.•d-�'' d y f' a..y�.'.r:. •dy . TYPICAL SPAANCHORS ANCHORSANCHORS •••••• ••• • •••••• ••••••• • t I_pmtE•!•w NYW00 SUCK SEE ELEV. MILLION '' qEWE DIST. ULU MHR9 EM DIST. �fE ZO E ,'' EOCE V • • • • • •• • p ..� i � � • F.OfiE OUST. � a t• • • TSL g ; i 17 16 3 4 SCA INANCHORS' � TYPICAL ALANCHORS 1� FOR SPACING .. FOR SPACING . ' 6 9 WOOD BUCKS AND METAL.STRUCTURE NOT BY AWP WINDOWS t. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM -9X.VENT Lm VENT _ s. . - .. I� I AND TRANSFER THEM TO THE BUILDING STRUCTURE. i SEALANTS: TYPICAL ANCHORS: sm mm-FOR sPAC1NG FRAME AND VENT;CORNERS AND 1NSTALIATION SCREWS'AT SILL N.t77 KSI,Fy+166 K ' SEALED WH / COLORED.SEALANT I 1-t/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) WITH RE ALUMINUM P4 ii WEEPHOLES: •1'=1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Wt -I-5 B" X 1 4".WEEPHOLES AT 12 FROM.EACH END 25 PG / / DIRECTLY INTO CONE 0, MASONRY e .W WITH PLASTIC BAFFLE 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) « W2 • 3/4" Xi5/8"WEEPHOIE AT EACH-END '11/4" MIN. ERBF-D,INTO&W. OR MASONRY (JAMBS) =W3'd 1-1/4" X 1/4" WEEPHOLES:AT...18-1/2 FROM.EAOFI END 4 DIJ�_TEKS OR SELF DRILLING SCREWS GWWE 6 CRs) 1/ " OR 5 F INTO METAL STRUCTURES z ' I! STEEL : 1/8 THK .MINs (Fy 38'KSI MIN.) f, i ALUMINUM 1/8",THK. MIN.-(6083-T5 MIN.) <ro8 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) FOU:VFJJi uGv VFM �It9 cuc OR SELF DRf11IING SCREWS (GRADE 2 CRs) m ) 1 INTO WIM ISPDAD�COUNTY APPROVED K 1/8 (NO S ` W _ raj • � - ,. I 11 , , ., 2 '`-.. .. 7YPTCAL EDGE:DLTANCE .. gg le 4 4 INTO CONCRETE AND MNSONRI m 2-1/2" MIN, , INTO WOOD STRUCTURE- t" MIN. � 'W4 4. _ - � - - INTO METAL STRUCTURE -,3/4' MIN. W000 AT HEAD SfLI OR JAMBS S0 r 0.55 MIN. CONCRETE At HEAD,SILL OR JAMBS 1'0 - 3000 PSI MRL K © C—g0 HOLLOW/FILLED BLOCK AT'JAMBS Im- 2000 PSI MN. e:111.0¢A C 2 a m u m u Wf Dqn pp_ PRODUCT RSVES80 S N . FLA.PE, aLds cmVIyI06 bh9»Flm 30411{Cbds t�1a0 BAj, 16 2D19 m # $ f1vFlcu ANCHORSI f Q 2©16 MEI drawing no. }:'•"'•' I SEE ELEV. P' W03-104 W2 - FOR SPACING.. - r • .. - EOCE DIST. sheet 4 of goo 0 . . . . . . . . . . • w ••• • • • • ••• © o . . NT WI . .. ..• • r .. •• L. _ i/4..� • • f/4•MAX.• • • •• • • • SHIM VENT VADTH S VEDTH • -'a s 0 i i 0 S D.I.OP'G. D.L.OPD. �,." a. 14 1 TIPM ANCHORS 4. FOWSPACOP 000 00 '• • 0 • • K •All FSP, yy�1 8 • • w • i••. •• KETAL . SIHUCWHE D.4 VV . .• VENN'WpTH .. •. a t "APPRDVED MWON J z EXTERIOR — A MUU N ANCHORS ---. - WINDOW WIDTH TYPICAL ANCHORS IYPICAL ANCHORS ...._I•. : i..,. y .,.�.� SEE ELE1l.FOR SPACING . SEE ELEV• XOX T.AYniu - ' FOR SPACING a � �M a , 34 _ o ' E 1/4'SWM ... VENT WIDTH.: lq ' SKINS J ' A» ' 2DYWOOD DUCK •`, A, �. VANDOW VADIH WINDOW WIDTHI D STRUCiu TIWCAL ANCHORS i ,. •. R W FOHD - "P0-VAO-mm PRODUCT REVISED FIJI PE I'Po092. a cw44ylaS wllA do PIml& I 7y`+ TPICAL SEFOR SANCHORS 0.L OPG. .1 O.IN�M38 cKO PACM fry VENT WIDTH WOOD BUCKS lift DaN i EXTERIOR BY WINDOW YAM H 16 Mi P ICawm drawing no. W03-10 • X7C LAYOUT �`- ' _ "et of .. .. . . . .. .. . . . . . . . . . . . . . . . ... . . . ... 1.435 I= PART/ QUANTITY OBSCRIPITON UATERIAL MANF./9UPPI18R/RFJft9US 3.708 1 YE-1600 1 FRAME HEAD • 8063-T6•- •• • ••• 2 YE-1601 1 FRAME SILL _.__•_. 6 I .002 2A YE-11106A i A.T.FAAYE ML • • • 4063.06 ♦ • • • • ---- Z �1 .062 1.406 3_ K-1602_ I FRAME JAMB 1,12J --- •-- 0 N - 14170 4 YE-1600 1 SILL TRACK INSERT 8083-T6 - 1,470 6 YE-1603 1/VENT FIXED.RAIL 6063-T6 - ((pp .. I a YE-1704 1/VEM WHY MEEDNO RAIL 8083-T6 g _! VENT TOP/BoTTOM RAIL 7 17:-1604 t MIT AMR sDLE •• i ��- •• ••• •• � TS� ( MASS) B K-1707 AS REQO, 0=00 BEAD OA AWP-K-1617 AS REDD. GLAZWO BEAD(MBUL LAM.CLASSY • • 668'3-46 • •• • • }E ,,t.�1 ' _ 1.4,3 1.488 4 9 YE-1705 2/VENT TOP AND SOTRXA PAIL SW 1 'FRAME HEAD 082 9A K-170OR VENT TOP AND BOTTOM RAIL NSUL.LAM.CLASS _6063-T6 - 07 ( 10 - AS RECD. SETTING SMICS EPDAI OUROMLTER 6008 SHORE A $ 3.786 ^1: Y1 M-1803 2/VIM SIM ROUaS LN NYLON NOAH AT 2-1/4'FROM EACH END � -- AWP,FASTEt4ED W 3 6 X 1/4•PH SMS 12 YH-716 2/VW VENT LATCH .ZAUW AT 10-1/2'FROM TOP AND BOTTOM 1.123 V 13 YF-14 LATCH VENT LATCH SCREWS - (2)110 X 3/4"ON SMS .082 ' 14 YH-62z AS READ. BULB W STRIPPINO,DUROMEFER 76 6 SHOO A .VINYL SULLIVAN A SWILNAN . . 19 .YH-602 AS REQD. FIN SEAL W'SIRIPPING UIIRAFAB 91 01 . ., ,...: - - .•. - VENT`-TOP/BOOM RAIL 16 10 A5 tFRAMF/VHT ASSpLY SCREWS _ . x-11 P.H.sus WAgSS) 17 TH-18Q2 VVENT TOP GUIDE VINYL AW SE 3.840(YE-161)8411 16 VH-1007 2/VENT Bottom W" STEEL AWP �4 UJ 3.338 ... 1.621 . .. 19 YF-71 2/WOE WOE BCRENS - SUS $ J 20 YH-1601 I/WEEP OPEN CELL FOAM PFD(I'X 1'X 3/4) AWP a) :.. ..: 21 *YM-1404 - _ OPEN CELL FRAM FMD(1-1 4'X 1/4'X 1-3/4•) ,. = AWP .. 22 YH-16o9 2 IYEEPIWLE COVERS ANP -.1.340 ., 23 YH-1002 AS REM FIXED YENT CLIP -..6083-T5 AWP W' 1 24 YFC-1603 AS REM MW.•VENYCURE ,6063-T6 AMP Q.•� LLL 25 YF-71 AS RE00.. CWDESCREWS:' CIS8% 1•P.H.SUS tD .YH-1622 A9 REGG. CLAZINO GASKET,OUROMETFR 70*5,MK A VINTI. - � 8 2.655 02 FRAME SILT Q' JAMB STILE a M.314 8 nL 900 2. 0 • 4 00 .708 - .125-1r- .128- 2 126 2 g .. '1:7x0 � _ .• 'FS �I. 4 •` SILL TRACK :a ` i•7$O q .. _. � .. -y-'880 ..890 .960 © MEETING RAIL, Q nXED VENT CLIP 24 MOV. VENT GUIDE ° .062 2273 <mubr 3.348 _ .941 -y r`.130 9R WAD ADARLO PRODUCT RBVIsoo F I 7 ac complylAB w1i me PImWA i L, 1.818 1.339 1:060 • 4148 6 c.A�4 7630�Z hlap�1,No l5-O . ntian Qals •�(L 799 oez J7a. 661 ay 1.3ee JJJ4 JA 0 2016 m+•+d 454PCO"t drawing no. ® O W03-104 Q FRAME JAMB Q FIXED MTG. RAIL GLAZING BEAD (LAM. GLASS) GLAZING BEAD (INSUL. LAM. GLASS) sA•et g of . . ... . . . ... c, / i' i ,� i i i•• i • C Y. a 12 z . . ig 76 4loll . . .•mod Engr.. CML I PRODUCT REVIOED 8 •` 3 . .. 42016p, M.. "'CpoplYlM arllu'1he Fbrfdt j. swidit Cuda TTORCOR� AurmbnDalet •Ol$O�OW Mum a& mdutl Cos drawing no. W03-104 Florida Building Code Online Page 1 of 2 } _101 '1' 11111, 0 .. ` VA TR)ItUd(kWffW� BCIS dome i Log to {user Registration Hot Topics i SLbmlt Surcharge Stats B FattS ; Pu`bpceUons i FBG Staff { BCtS Ste Map {,Links {{ Search {{ Busines I Pr0fessi1 Product Approval USER:Public User Regulabo��n YYiNiYLlYiiaL1Yi11r'RI!!r*R Product Approval Menu>Pmduct or Avokcatbn searre a 6001h*lgn IA >Application Detall Fl. FL18390 Application Type New Code Version 2014 Application Status Approved Comments AtChiVed Product Manufacturer AWP Windows and Doors,LLC/formeriyTrulite Address/Phone/Email 8130 NW 74th Ave Medley,FL 33166 (305)887-2646 gberos®awpllc.com Authorized Signature Gerardo Beros gberos*awpllc.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ED Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the lavad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute ell Quality Assurance Contract Expiration Date 12/31/2016 •41•• Validated By esus z ez,P.E. • Validation Checklist-Hardcopy Received • • • • Certificate of Independence FLIB390 RO COI SS-14001mpactylew Casement j j�: 014 ndf • ! ! •••••• Referenced Standard and Year(of Standard) Standard •••• •*00* ! ••••• TAS 201 • • TAS 202 • 1`994 • • • TAS 203 !• •1994 •! • i••!•• !••••• • • Equivalence of Product Standards • • • • estate •••••• Certified By • • • • • Sections from the Code ••i Product Approval Method Method 1 Option D http://www.floridabuilding-org/pr/pr_app_dd.aspx?param=wGEVXQwtDquvosrHazGX... 12/30/2015 Florida Building Code Online Page 2 of 2 Date Submitted 08/28/2015 Date Validated 06130/2015 Date Pending FOC Approval 09/07/2015 Data Approved 10/16/2015 9ammery of Products FL o e,Numbeir or Nanm Description 16390.11 ISerles;'1400 Impact Vlew"Clutswil Large missile impact resistant aluminum Outswing casement window. J�Alurnllnum Casement Window Installation Instructions ClnsU rotred for use In HVHZs Yes a tB�cO RO II �S-140D Imoeetvt r t n MIl WI 57 wr roved for use outside HVHZI Yes Vellned BY:3avad Ahmed PE#70592 act It"Marib Yes Created by Independent Third Party:Yes ign Pressural+75/-75 valuation Reports er.See drawing WIS-57 for span vs load combinadonS and FLIB390 RO AE 55-1400�joaetvkw Casement I1MI2 PA 7me tr llatJon details. Greeted by Independent Third Party:Yes Contac Us::1940 North Monroe Street.Taaahassm Fl.32399 Phone:.850-487-1824 The State Or Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florda.:;Privacy Statemant::AcoessIti ty Statement:;Refund Statement under Florida low,email addresses are public records.If you do not want your a-mall address released,in response to a public-reoords request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditlonai mail.If you have any questions,Weeee Contact 850.487.1395.-Pursuant to Section 455,275 M,Florlda Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must Provdq the Department with an email address If they have one.The smalls provided may be used for othdal communication with the kelsee.However email addresses are public record.If YOU do not wish tg supply a personal address, Please Prevlda the DepartmarK with an email address which can be made available to the Public.To determine If you are a scenes under Chapter 455,F.S.,please crick b=. 1, Product Approval Accepter 12 im IM 9CQITI 1f i.rlt['S 0000 • • •000 ••00•• 0000•• • •••••• • 0000•• • •00.0• • •• • •See• •••see 0000 ••e•• •• •e •• • ••e••• •00.0• • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGX... 12/30/2015 0000 0.0.60 .006 6 .0000• 0000.. . 0000.. .9066 . 0000.. . . 0000 0000 • • 66699 6006 ••6• 6606. 6606 ••9.6• • • • •66..6 066099 • • • • 6060•• • • • 00 AL-FAROt1Q CORPORATION- - CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61 G20-3•METHOD 1 OPTION D FL 18390 Date.08/27/209.5 Detailed Product Description: Menufa.Cturer_AWP-WINDOWS AND DOORS,LLC. I Manufacturer Address:813t)NW 74th AVENUE-MEDLEY.FL 33166 Mud-W,Nanie:SERIES"14001MPACTVIEW ALUMINUM OUTSWING CASEMENT WINDOW maximum-Widtht 38-S/V(X),76P(XX) - Maxtmum:Frame Helght::7r Maximum Load:+75 PSF..-7S PSF(Large Missile.impact) Ihstal( tion Dratfti 0 W15=57 I Tfiis product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. The above maximurn parameters do:not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis-used X Yes -No Mandatory:Tests(Tested In accordance with AAMA 101/1.S.2/NAFS-02/TAS-202) ASTM-E28$ Air Infiltration Fenestration Testfng 07/10/20D1 FTL-2954 Lui;A TI&eredo,P.E. Leakage' Laboratory,Inc. -ASTM,E331 Water Fenestration Testing 07/10/2001 PTL-2954 Luis A.Figueredo,PA. OR ASTM 547 Penetration laboratory,Inc. .••" TAS 102 • •••• .••••• ASTM-:E330 Uniform Static. Fenestration Testing 06/10/2003. IFTL-3762 ".10114%Chan,P.E.' ;....; &TAS 302..: . : Ait Press. Laboratory,Inc. 04/M/2003 'FrL-3758 0*Idft chanxV 0 • • 07/10/2001 FTL-2954. M%?Filueredo!P P.• •• •• •••••• ASTM F 588 Forced Entry Fenestration Testing 07JIOJ2001 FTL-295d LUts A.Figueredo,,.E. • - Laboratory,'Inc. :•':': • '. 12355W-970'Averiue:I:Miarni,FL 33174 ( T:305.264.8100 F.j05.262:6978 wW%i.afcena.corn(.' aifarooggafcens:com ...... .... . . ...... . ...... ..... .... .... ..... .... ...... ...... . .. .. .. ...... . . . . ...0.. . . Supplemental Tests(Tested in accordancewith TAS-'201 and TAS-203)- FOC 1626.2. .`Urge.Missile Fenestration Testing 06110/2003 TTL--3762 Joseph Chan,P.E. f (TAS•201& Impact& laboratory,Inc. 04/0i/2003 FT0758 Joseph Chan,P.E. 203) Cyclic- 07/10/2001 PTL-2954'. Luis A.Figueredo,P.B, Jnder the°limi ltatlOm of the attached'installation drawings,to the best:of my knowledge and ability-the above window/door product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer. ��.��•p ipa A)j"4, .......... ' No 70582 ' ' •�iptC'c Ogl4P:��' JaVad Ahmad: PE#70592 AI'-Far66q CorOoration EB#'3538 . Aug 27 2015 6:18 PM' .. - 6666 : 6666 6666.. 660666 6666.. . . 6666.. 6666.. 6666 6666 - 6666 6666 6666.. .. .. . .666666 666. 66666 ,. .. .. ♦6 .. . 6666.. 666666" .: 1235SW--gr Avenbe Miami,FL,33174 (. T:305.264.8100' F:3M262.078 Www.afeeng.corn aifaroo4afcene.com, 0000 0000.. 0000 . . 0000.. 0000.. . 0000.. ...... .00.00 . . 0000 0000 0000. 0000 0000 0000. 0000 0000.. 0000.. . .. .. 00 0000.. 0.0 0 0. . . . . 0000.. .0.000 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... r CWSTER OF 4 OR 6 ANCHORS V • i HEAD&SIY-- •• • ••• a� • SFS CON SHE20i • •• • •.._.._.._.. {!�� • • 111R Cr AC`L`1lES* •• • • • 12 314" h 1 i• • • '• • • 12 4" • Z m <I MAX._ 6"MAY. TYP. -a� •..._-�:y •/• • • • jw 'Q /C SURFACE APPLIED HEAD/SILL _.- HEAD SILL HFAD SILL '� 2 P/2' •• ! :• ."—•--.-�-- • FALSE MUNTINS-ti,� r I / / OPTIONAL CORNERS + CORNERS j / ! >IT \ ! ..3lis 1 �- • 1 ITT �O , t 1 j s k s, • •,• •• • � n i I I I �• • • • • • • Vo m i i G _ _ 7 •_._- BUTT H'NGES OrTIONAL a! I 44.1 ;' �-MNOO'NS UPTO 36-318• HTS. QA.C 3 REQUIRE 2 HINGES ONLY Q tU'�+•u n i S2 , UT � s i= JJ L-;; V) __.. _.__._.__..—._.._, �•'I- -t=r/I / + BUTT HINGES OP.IONAL I 4•b u j I'D� PI 2M e WINDOWS UPTO 38-318-HTS. :S/ ! I Iw I I REQUIRE 2 IDNGES ONLY I 31 7/R" MAX. I O i FIS 113�_M T ,5 V 31 7/B• MAX....,.. { WINDOW£ llf'i0 3G'HE. REQUIRE 1 LATCH ONLY 3 m OL. OPG. 1 _ u`3� :I / MAX. i t �c �i3 ZD ;+DRIES 1400 IIvIYACIbIT iY 6 3/4"MAX. I 3n 3 4' V<Nt WIDTHn ALLNl-RiUM_gASEhtEN1 WI�VU) "T v'OTH ! CL�o lA 5/B"MAX. 3- DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER iw•--------- —• ' 76'MAX. 1X a CO g I ..-.__�____...r.,..__._.__,.._.._ ...... __.,. WiNUOW WIDTH WINDOW w10THl �� ' __;_..__`_•.__ CHARTS SHOWN ON SHEET 2. ._....-.._-.-._......_ SINGLE VENT WDW. APPROVAL APPLIES TO SINGLE CASEMENT W,NOOWS, DUAL VENT WDW. r � , 1 ; ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER I I WINDOW TYPES IN MODULES OF i'WO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. of ! I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ;THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. nl WILL APPLY TO ENTIRE SYSTEM. SHATTERS ARE NOT REQUIRED. o: + THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE b REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). j LAMINATED GLASS LARGE MISSILE IMPACT I PC LOADS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 'A-TRS PRODUCT EVALUATON DOCUMENT(CE.O3 PREPAREDBYA TNS ENGINEER moi} u L°; R GCtICRIC MIO COOS NOT PROrDE INFORMATION FOR A$RE SPECIFIC i r L #18390 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PROJECT;Le.WHERE.tHr.SITE CCAMT1ONO 0"""'"TOM;IK PED. I ---r ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE '13-CONTRACTOR IsrN TO OF 87HISEpRONDUCtEBFOR.A5E0 ON THS PRODUCT Pi C`N` ATTON AT1Ill Vi i/ i=I+� Y I NOT PART OF THIS APPROVAL. IIt PRONGED HE/SNE DOES NOT DMATE FROM THE COMMONS OCT,LCO I '� ........ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ON TM`'NX DENT S•'' K- • o f '3L I •C-THIS PRCCUCT EVALUAtION DOCGM ENT WILL BE CONS;DERED IM•AL'O IF ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. i M.TERED W ANY ULAN$, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ID-SITE SPECIFIC PROJECTS SHAY,BE PREPARED 8Y A FLOR DA RE:NSTE4CO �T�' it �, I V COME INTO CONTACT WITHI EN:,RICER UR ARCI4TLCT WHICH WILL BECONE THE LNCIvEER W 4ECORO(E.DN.)!- _' -_,�I b.1}_�•,SI FLORIDAOTHER BUILDING DISSIMILAR MATERIALS SHALL MEET THE FDR 1HE PROJECT ANO WHO WILL BE RESPONSIBLE FCR tHE PROPERI REOUIREMFNTS OF THE FBUILDING CODE. j USE OF THE P.LD, ENOwEER OF RECORD,AC IU,,N A OCLEGATEO ,y - 1 1 ENONEER TO TMC P,E.O.ETCRIFER SHALL SUBLRT TO TINS IAIER THE SIT( NA 4L Cr°wing no. IAANUfACT'JRER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION '' aEORTDR•'' \�� SPfCIFIC URAVgNGS FOR RLVIEW I I IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. _THIS �/ •••• G' LABELING TO COMPLY WITH SECTION 1710.8.2. �E THE PRaFEssmrw.KA THE aaH 0 DATEFemRn THAT PREPMtEorc.slcvAlLwE OrI // � A4 �\� 1 W15-57J l_...._. .. 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TYP. m CtA56 914E i I GLASS SI i E ?5 iit u� NZ ca gr •`` J�• lir_. l•�• Z te n O n •1/16-WN.IYP. m • • • • D �1 - -Cth55 SITE GJUA %�1 C • • O�z�co CA CD I a • •_< • • " - • ._ _ m _:- . _ ...... ,%J1111111 z 411 000000 0 411 q rl� -a1i N Z x a� o �ZFri D ocl mz sn >c n _ n 1.�- -• ` j C v o ` 10 dm•: oe 21 is revs ons:—.'---�• _ - .. .. l` n ` -- -• oa,q __y Sescnp lion I �SERrFS-1400.W%v'•lY1FW%,(Uil�ASEUENT ei7%`.(L111.)I AL-FAROOQ CORPORATION -- �AWP WINDOWS AND DOORS, LLC ENGINEERS&PRODUCI'DEVELOPMENT -w lI' 12363-W.87 AVC 1 T I Y Ytk4'J -'-" '--- 8130 N.W.N1774TH AVE. rl MIAMI.FLORIDA 33174 Cll ) .^- 1 - f•MEDLEY, FL. 33166 '1 C -- -_— �1�TFL 1306)26-81W rA1L t9os)23b697e -...^._., i, TFL(305) 887-2616 Fyt(305)893-1309 "-- -- •`----' COMP-ANL�Y115-57AYlP . . ••• . . • • .. .. . .•. .. .. .• . . . • . . . • . •• . . ••• . . . . ..• LOCATION OFTYPICAL ANCHORS ANCHOR 01SEE ELEV.FOR SPACING �U AT • • • •• • 000 AT%X WINDOWS ONLY �� / IBI • • •• • • 28Y W000 4WUCK EDGE DIST �, / rWOOD 8VCK TYPICAL ANCHORS METAL • • • • 7%•" ••GR • -__. h+---- ------+• p / ,J SEE EIEr. FCR SPACING'� STRUCTURE • • • MIt'^f• JVO�STRL�TV; Z cc �l e+ 7/6' T r • • i.• • •'tet EDGEfO1Sf. DGE F.E.C.APPROVED • ••• • ,'"� •�5-ear` ••• O w t= E GIST.�, MJLLION & MULLION ANCHORS U {y 0157. SEE SEPARATE APPROVAL I•�� EDGE C457. GST. '•I ! EDGE. LOGE DIST, i ti I s ,ail D15T;, v I a w 1 )7 X I/2•SMS— TUFH, L 'j'r «..._. ""_ :1 .�Wit- ,�- ,iy__ " 2 PER HINGE_ • ••• � y�� - JI • • • • • •� rj • 1 IOD dil A ' Q "' '�i• f t2 sMsJd1% 5/6'F.H.CU1TwRE'N•S 16TYPICAL ANCHORS TYP CAL ANCHORSC `sEC ELL/. FOR SPACING 222JJJ ,'.EE ELEV. FOR SPACING PER HINGE y I J Z WOOi) BUCKS ANO META! STRUCTURE NOT BY AWP WINDOWSTYPJCAL-AF-Qti4Rs: SEE ELN.FOR SPACING — ) i I i _ r.-".-..._.. C j I MUST" SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • ' I I (f 177 Kst F AND TRANSFER THEM TO THE .._..,__._.B.._U,.IL DING STRUCTURE..__.__....___.I INTO 2BY WOOD BUCKS OR WOOD STRUCTURESIss K I 1 V$ 71 ` 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ��I� 1. THRU IBY BUCKS INTO CONC, OR MASONRY •ui „I j I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O I t i 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) IQO � I I I DIRECTLY INTO CONC. OR MASONRY if `xlI j 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) �I i ¢¢� I j =i w j I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) x 3 .-,.". I 1/4" DIA T Kc R SELF DRILLINGING SCREW D CRS) d;O Lai INTO i m { t INTO METAL STRUCTURES Z 3 m' C S STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) I Zw n; j ALUMINIUM : 1/8" THK. MIN. (6063-T5 MIN.) •YJ-CL Mo W j W I i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) j W I t I #12 SMS OR SELF DRI IN CT`RE'Y!C (GRADE 2 CRS) µ' 3 l i INTO F.B,C. APPROVED MULLIONS (LAIN. THK. (NO SHIM ;PACE) 14 I i TYPICAL EDGE DISTANCE � if INTO CONCRETE AND MASONRY = 2-1/2" MIN. of I IM70 WOOD STRUCTURE 1' MIN. (UNLESS SPECIFIED OTHERWISE) I INTO METAL STRUCTURE = 3/4" MIN. u I Y J 2 WOOD AT HEAD, SILL OR JAMBS SG-0.55 MIN. S '��, � CONCREEE AT HEAD, SILL OR JAMBS f'c o 30D0 PSI MIN. L-1111 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.�i � FAI Ir S � I— I 6 I � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. `ANI1 a fir ' _� —' i._---._.. _—_..._..�.' • j ae ., a� T N I 1 II I f a 3? �uCEN4' I, I EDGE DIST. _.� • k " + a A ' �` I _ a.TDes9t I k COCAT OF b +I a i' I �1 IIE a •A\-ANCHOR CLUSTER -laI)A � • Y . lj� �TYPK:AL ANCHORS ' Y • 1 AT%%PWNDOWs ONLY •'• �Z ""•"' •)� SEE ELEV.FOR SPACING 8TA JF .y; j drowinj-n0. ' •• FcoRlop.•' �' W15-57, •H EDGE DIST-:_._.__,.,I• Sis`ONAI. FL #18390 7I�j,1 ` IsheetSof 7 Aug - -_ � ) 0000 0000.. 0000 . . 0000.. 0000.. . 0000.. 0000.. 0000.. . . 0000 0000 0000. 00.0 0000 0000. ...• .00.00 0000.. . .. .. .. 0000.. .0000. . . . . 0000.. .0000. . . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... •• ... • • •• . . . 0: . •i • . . • . • . . 0 t- . ... ... Z s 2-3/4-LONG a�,;, -SNU68ER ANGLES l y LC OI ' —NAX.—y{i,- �I _"1171,.C"I/ _r:I/._•..._. ; _____l_ti_ D \ S �I� Ir� SH/lMS— ____-__� ,� _ •• .,•`•• • •'�'L'_ �CCQ0d:K'WO 'vI' I/<,SMIM AND AT MTDHLIGtiT1/4"MAX. •• • • ••• ••• •• ••AT 12 FROM HEAD/SILL •f /_110 X 3/4 SMS LAL�w • • Q a 2 PER ANGLE Rg • •• • • • • • • • ••• ••SE,,,,, • • •• SEE 79Y WOOD DUCK WOOD BUCKS G WOOD'STRUCTURE` mi i I _ v •,--� 1 I TYPICAL avcHoes A ' ..... � •-SEE ELEV. .1,1 1/2 ._. "I--."_------� "-- +-i r� , FOR SPACING I O to I 1 1/4' CXTERIOR (�5� of EXTERIOR I\ N f2 WINUDW N'IDTH i '` 117NDOW Yn07H v i ; iI I �„ 3 ..—'-'-----------------�`^•--t--_...._._._ __ __....._w =f 0 X11 VENT WIDTH__— 1'1 I ?O 1, TYPICAL ANCHORS LI OLI ; f FF.ELEV FOR SPACING I > W'NG.p'V WiGTM a ¢ a 1 /1YPICAL ANCHORS SINGLF VEVT �YlNDOYYS rn SEE E'LIEV. FOR SPACING 1 I/4"MAX. F��+�<o)Z? rw- 1/4` MAX. f i -.y .,..._SHIM - --- .! SHini WO C METAL _____ __ �. _.-______H r____ I-eP.C,V_ANCHORS I . STRUCTURE..I '.'� . !-SGE ELEV. FOR SPACING q ! I I. Q Ln t ' t a / I EXTERIORi 12 5 '- --1 I P i `,TT15Tu1iIT!!� i N D.L OPG._ D.L.OPG_ IDUTT HMGES,j I J�,AN, �Yh 1 L�I VENT MOTH OPTIONAL} `,•" � ;,Q 'i I� I� E i WINDOW WIDTH _ 0,70682 TYPICAL ANCHORS J SEE ELEV. FOR SPACING DUAL VENT WINDOWS Ar -Q % STA rip ••,y�` !dwwing no. y ALORIOP,� \ I t: s okA ,� W15-57 L FL #18390 77N111 n1 :sheet 4oF 7 ) ug 6666 6666.. ...• . . 6696.. 6666.. . 6666.. 6666.. 6666.. . . 6666 6666 6666. .69. 6666 6666. 6666 6666.. 6666.. . .. .. .. 6666.. . . . . 6666.. 9.699. 699 . •• DENT Hi+CHT o g r v J t o z'�3 vN a�q> m` j aom • . 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AL-FAROOO CORPORATION AWP WINDOWS AND DOORS, LLC ENGINEERS&PRODUCT DEVELOPMENT 7 f L I; 32365.W.87 AVE !'{ o ' r NAu o 8130 MEDLEY.�'PL. 33156 E MIAMI,fLORIOA 33174 C j 1. _ 646 (3 J}� (OS12848100 PAX.(305)262•G9T8 dJ 7n TEL 3.-. TEL. 305}n97-2645 FAX C` 893-1309 COMP-ANL\Nt5-57AWP .... ...... .... . . . . ...... .. ...... . ...... ...... ...... . . .... .... •�Y�• •��• •111• • • •��• •��• !1111• • • • • • • � • •��• � • • • •��• • • • • • f—� T SVI LL b ! w o n � U S N N_ • Z V`, c _B -N j b, { _ ; A n c `Z'= 1�•-:-�"'ti- --'- �. i`-- ! �} 1�1;U�>111i � 1I.! � 1 Iai I� �_�� _ �({' SI I i fo� m:o l•>q! o oi'!'1'{al_io Ai�h;� �ln uiz. ! Q Rip i f Afa; j a1 ! i•4o ! ! 1 • ; } • s I . t ! • i6•!•• • �1 i �lZ 3•al w!�,� 1° a •••••• '�1 i.t�r •`�:ii 1'ii m"iinl n�K��!x Y • • clic illt I;li II �Ir•I ••+•�• 0000 F+ �% NII}�'..1 •S��i'��•1 1 f. � , •• co C) `,�111iTi1)�J �gi ��x! iYjZ ! . •i.•• • • � JJi "!'q'io}oil! i } • •� I i I •••••• ,�,:' z 4- ;o; iaja•y_!! i i 1 I 1 s � ; { Vii• 7Q� v _A ;• T };,'.D_ -r i 1 , 111�011��\`� i roitj _ i 05-21-15 ff-C-Vi-5i0f15: _' L no ol( e-_y escnp wn RIES-1400 NP{CT15fA td 141 ChSE1kItT X11.(L1JJJy AL-FAROOQ CORPORATIQNd' �1p �� I -..-._ -...- AWP WINDOW$ AND DOORS, LLC f ENGINEERS&PRODUCT OCVELOPMENT j 1235 S.W.87 AVE 0 1 a - - -_- 8130 h.V:. ?4TH AVG, G/ MIAMI,FLDRIDA 33174 ��_ • !I MEDLEY, =i- 33165 a '-- - - TEL C30D)20s.•1DD FAX.(30G)2GZ-6978 1 � cFJ1 tEL (303)887-2846 FAX 1305)883-1309 0000 0000.. .006 . . 0 0 0 0 0. 0000.. . 0000.. 0000.. . . 00000000 . . . 0000. 0000 0000 . 0000.. 0.0000 . 00 00 .0 . . 0000.. :40000 .0.0. 0000.. 09*0 0000.. . y \ - 0 v if \` \ �eV < \ \. '. zrn / \ ;u \� -- ) ( • •• 6666•411 •••••6 6666• 6666••••\, • • • 6666•• 41 0 6666 6000 00.0• � •6'�0••• 6666 6666• 00 cz it w • • • • 6666•• m ��% 6666 i ••• • i••••: _O'QPy 6 �.V� •• rf --._— iw +SLR�ES X400 M1PwNdY'ALUM G45EA+E+fI Nv11 llll 1 escd rp for _ _ ( ) II AL FAROOQ CORPORATION a t E \}I ENGINEERS&PRODUCT DEVELOPMENT cn , l ! _ _e ; AWP WINDOWS AND DOORS, LLC sz35 S.W.67 AVE i-� ! y h' wNi� �: � =i. 8 i 3D N 4, 74TH A`JE. MIAMI,FLORIDA 33174 - _-- MEDLEY. FL. 33156 __ _ _ TEL(305)260.81A0 FAX.(306)262.8.978 _ - - ) FAX(305,833-1309 ! -"- 'V v 0� cAk. �+ - .0 TEL (305 337-2646 CORIP-ANL\Wi5-57AWP 0000 0000.. 0000 • 0000.• 0000•• • 0000•• • • • • 0000•• ....•• • • 0000 •+•. • • • • 0000• 0000 0000 • • 0000• 0000 0000•• • • • • • 0.006• . •• 00 •• • 60 • 0000.• 0000.• • • •00 • • 0000.• • • • ` MIAMI•DADE MIAMI-DADS COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES PRODUCT CONTROL SECTION BOARD AND CODE ADMIKSTRATION DIVISION ( R) I t805 SW 26 Street,Room 208 , T(786)315-2590 F 9NOTICE OF ACCEPTANCE (NOA) www-miamidade.eoacon0myAWP Windows and DoorsLLC_ 8130 NW 74"Avenue Medley,FL 33166 SCOPE: This NOA is being issued tinder the applicable rifles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code includina the High Velocity Hurricane Zone.- ESCRIPTION: Series"1700 Im act View"Aluminum Single Hung Window-L.M.I. PROVAL DOCUMENT; Drawing No. W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, dated 11/19/03, with revision I dated 05/24/15, prepared by Al-Farooq Corporation, signed and seated by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Each unit-sliall bear a permanent labelwith a 5-1 manu ac urer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and thele Ores peen no change in the applicable building code negatively affecting the performance of this pq)l Pct. •••• •••••• TERMINATION of this NOA will occur after the expiration date or if there has been a ievisiolegvr jlmn e •• in the materials, use, and/or manufacture of the product or process. Misuse of this•••••�s an endo em nt •• of any product, for sales, advertising or any other purposes shall automaticallyterm'q�� . • I11ptt;this NOIA.Tailtrre ;"'•; to comply with any section of this NOA shall be cause for termination and removal 41W. '....' ••••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dadb• F and '••'•• Z��ty, 1 8fi d,.0 followed by the expiration date may be displayed in advertising literature. If anj►'pd Pion of tMe NOA is displayed,then it shall be done in its entirety. :00:0: ...... INSPECTION: A copy of this entire NOA shall be provided to the user by.the wanufadMeV& its . distributors and shall be available for inspection at the job site at the request of the AgAni Oflioiab • :"•'; This NOA revises NOA#13-0430.09 and consists of this page I and evidence pages E-1 and E-2,as ill as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. I I. DE couNTY NOA No.15-0130.03 41.2 xpirationDate: Apri129,2019 Approval Date: July 04 2015 N] I t I AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-105,titled"Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6,dated 11/19/03,with revision I dated 05/24/15,prepared by Al-Fdrooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS I. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series 1700 impact view aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI,-8413,dated 06/15/15,signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series 1700 impact view aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3822, dated 07/10/03, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA#05-031.1.01) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 0 0000• 4)Large Missile Impact Test per FBC,TAS 207-94% "" *00000 5)Cyclic Wind Pressure Loading per FBC,TAQ�.*94 ;••• ••• ;• 6)Forced Entry Test,per FBC 24113.2.1,TAS?1'` 94 ...... along with marked-up drawings and installation diagram alumiftxxV horizorrtn>•sliding• • window, OXO configuration, prepared by Fenestration Testing taboratory;M=,Test••:•'. Report No. FTL-4332, dated 12/09/04, signed and sealed by M redo Lrup 6c*Tada, • P.E. (For Reference Only-to qualify glass types C&D). • (Submitted tinder NOA#05-0311.01) • . . . . ...... "Control Prer NOA No. 15-0130.03 Expiration Date: April 29,2019 Approval Date: July 09 2015 l:,-1 0000 0000.. 0000 . . 0000.. 0000.. . 0000.. 0000.. 0000.. . . 0000 0000 0000. 0000 0000 0000. 0000 0000.. 0 .. *00000 0 . .0.00. 0000.. 0 AWP Windows and Doors LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5111 Edition (2014),dated 06/19/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t11 Edition (2014), and of no financial interest, dated June 22, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 14-0777 issued by the Product Control Section,dated September 8, 2014,signed by Manuel Perez,P.E. 3. Asset purchase agreement dated March 20,2014, sighed by Mr. Paul Schmitz,Chief Executive Officer and President,Trulite Intermediate Holding,LLC and Mr. Tim Moris,Jr.,President and C.F.O., AWP Windows and Doors,LLC. 4. Letter fi-om owners of existing NOA stating that they'have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA,dated April 20,2015,signed by Mr. Kevin Barrett, Chief Financial Officer,Trulite Window&Door Solutions, LLC. 5. Statement letter for Name Change Request dated July 15,2014, issued by AWS• Windows and Doors,LLC, signed by Gerardo Beros,Director of EiggVeering e•• •••••• G. OTHERS •••••• •••••• I. Notice of Acceptance No. 13-0430.09, issued to Trulite Window.&Door Solutions, . LLC for their Series "1700 Impact View"Aluminum Single 1166 Oindow•--is.I i., ••••• . approved on 08/01/13 and expiring on 04/29/19. ...... .... ..... .. .. .. . ...... . . . . ...... 1 • Manuel Pe z, E. Product Control xa ner NOA No. l 30.03 Expiration Date: April 29,2019 F,-2 Approval Date: July 09 2015 og„y F g QtZi mks �� $�_�0-'T I cfU- 343 1 TAm _2 O �� g� N° 9; r mCAC��Nb '-�4� NZn O DA O ,�"Ny Kms' F= O Z _ S,2 • m=fSn 2 a 'OZ mm �x., mm ANZ-a o =n 'e�� y� nCbAi rq�CnL m Zo + _1N GOO Z om� s2 Z O i m C ASO o N mN xo Ov S A.. �OZZ �. gnN = 2 =yy'�' " zz (Zj N� OZ p� r ISN m Z n m o =n n � yt �� j 09 z 0 y m � _ 74 1/4' tf v VANDOW HEIGHT v NG 2f O s gmaf0v 37 3/8' z �NFf vEf1T 7f>rcJ1r 1z N o �9 32 1/2' uZi tZn Ui�N-S D.L OPG. D.L OPG. O V p as ao 1 ZEE �1 �; of� �)A •I �� - +`e �� do 7-MAX. - JJ-v CORNERS SEE/CFfAR75 m FOR JAMB �� ANCHOR OVANTMES + °m o ng MRNOOW HEIGHT p 37 3/8' mF VENT HEIGHT I NIX 32 3/4- 1 32 1/2' an l i Dl_OPG. tn4s � + D.L OPG. � a o ^ t{ SS 9 Is of m -i N' .. °! \�l� —•—T • • T+ '____=it------ - .JL.!•JII ••• • • m "ego • N • • �-M • $z L� �c 7"MAft. • • •••••• 7ra�g < +r' F" CORNERS SM CfU1M • • >i pig •• • • SNE1_•T.3En • • •u u •••••• FOR JAMB •• •f, •••mL • • OANCHOR OUANrt11E5 a �� S• latr 11-19-0.S f9V15ions: S- g Oc no a e escn wn - �t'iiffS-17D0 01PACT VIEW All>5(SNDLE HUNG N�roW AL-FAROOQ CORPORATION (� aegc I/2--1-p- E ,,.,9.0E Uowna FOR 2W'FSC — - - - ENCUNF]ETtS 6 PRODUCT D£VEWPM� Fit—e os ID aures 1xs van (�'AWP WINDOWS ANO DOORS, LLC 1235 S.W.S7 AVE + ! �•h NurO r.o:.,a, .wauF•NY(nFrsrc yy+ 8130 N.W. 74TH AVE. MMMT,SUMIDA3a��4 MEDLEY. FL. 33166 TEL MOS)2844MOO FAX MOM 2821979 C C7f Er. , C52•., c¢.aut RCV. 1 TEL (303)887-2W6 FAX(303)083-7309 COMP-ANL Y103-1o5Y0 6666 6666.. 96.• 6 . 6 . . . .. 606.6. 6 66660 0 . 666.. . 6666.. 6666.. . . 0000 0090 9 . . 00696 6666 6666 6666. 6666 6666.. . . 6666.. . .. .. .. . 9 6 0...0. 6.0 0 9 6 . 0 00000:0000 • 9 .. .. . . . .. .. . .. ... y`V -3/18'ANN. GLASS 3/18'HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS 090" Interlayer 090' Interla r • , •• • • • •• • — Sallex Clear ArW Color pass Saflex Cteor And Cobr Gloss 090•IMedoyer • • • • • • •• • • • By'Eoslmor Chemical Co.' DuPont Butaaite PVB • • . . • • • • • Z By'Eastman Chemical Co.' By'Kureray Amerioa,Inc.' • • • • • • • • • C}� • ••• • x ••• • p•a 3/18'ANN. GLASS 3/16'HEAT STREN'D GLASS 3/16" HEAT STREN'0 GLASS a..I. BULB VINYL BULB VINYL p: BULB VINYL YM-622 % YH-622 F YM-622 •• • • • •• ••• •• (L I SILICONE z SILICONE • • • • • • • • • SILICONE DON'CORNING 1189 5 . ♦•• • • • • •• • r r DOW CORNING 1199 $;� DOW CORNING 1199 rj r CE 2800 ]] j GE 2800 • • • • • •• • • 0 el GE 2800 CHNEE MORENEAD 5731 �" t' I SCHNEE MOREHEAD 5731 n SCHNEE MOREHEAD 5731 O • • • a • ! • • • ry p •• • • • • • ••• •• 1`Gy�ir n54 AT 1/4 POINTS ON UTESAT 1/4 POINTS ON UTES 2 AT 22 1/4 POINTS ON LYES Q W 22 YYIDER THAN 36'ONLY WIDER THAN 36'ONLY WIDER THAN 36'ONLY GLASS TYPE. 'A' GLASS TYPE 'C' GLASS TYPE 'D' 7� i -1/4'AIR SPACE 1/4'AIR SPACE 4 —IJfi'HEAT STREN'D CLASS -1/8'ANN,CLASS 0 vS 1/8'TEMP, GIASS 1/8'ANN.GLASS C] 090"Interlayer OBO'tntorlayer 0 W Sollax pear And Color Glass Z Q iD By'Eastman Clumkal Co.' --Sallox Gear And Color Glass 'Eastman Chemkal Co. S to DURASEAL SPACER OURASFAL SPACER � 2M BY'OLA NENE SILIC SILICONE (L X' 1/8" HEAT STREN'D CLASS BY'OVANEX" _1/8'ANN.GLASS $ BULB VI Z YH 8 2 BULB VINYL Li m ^ r i+ YH-622 F I rv4 DOW OCORNING 1199 }� f DOW CORNING 1199 CE 2800 5 ` CORNING 995 ^ V GE 2800 CORNING 995rW AT 1/4 PoIMS AT 1/4 POINTS o'� ALL SIZES ALL SIZES GLASS TYPE 'E' GLASS TYPE 'E' y RLAMNIP OP'PIONS O= 7 n EXTERIOR PLY OF GLASS TYPE 'F' MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT RATING. ry _ Ergi ANIMD PRODUCI'HIiVIS1iO w •s 4 CAt�L�7p5g as canplyin8 with the Elorids d 3 SCAN. \ 2 Euildi co pts-N Anco No f •fl 'al{d1 Dale `Y Mia* ads Pr ud oo drawing no. 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M~I,FLORIDA 83174 C n u.u,t w a.N v�nrnsro� j MEDLEY. FL 33166 TEL(3M 2644%00 FAX C"5)20*"a U V7 chk M• 1 os.ts.l GENEH aLv. —"� TEL(3o5)807-2646 FA7((305)883-7309 J COMB-M(L\Mb3-105YD . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS SEE EU FOR SPACING / 1BY yY —Set • • •• • ••• 7 'a e '-w960 EWCK' ,. .I _EDGE DISL__ ffi STRUCTURE METAL EOM • •• _ • • • •• • .+- a' ( ^+ ! CE DISE. GIST�� My LL MIAMIIiN dIE MULLION HORUNTY S • • • O SECoSEPAMWO40A • • ••• • _....- t EDGE DIST. Q Ca} q (RJ) • • • • �p r r� 000 • TYPICAL ANCHORS TYPICALµORS — C t -SEE F. SEE ELEV. 7"O. 0AN E CALCHORS Q yah m FOR SPACING FOR SPACING FOR SPACING c WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS PYP : SEE ELEV.FOR SPACING a 111 i1 it MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DUI. I T u'ON BY 'EI O' Fu-t77 K56 1=61-11 -S,-t55 KSI -lu-rl i li !I AND TRANSFER THEM TO THE BUILDING STRUCTURE. OR W00 STRUCTURES ' y II a 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) C) THRU 1BY BUCKS INTO CONIC. OR MASONRY 4 14 13 T2 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) �? t7 801 8DIRECTLY INTO CONC. OR MASONRY S t6 1-i/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) C] � 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ass L 1 1/4' DIA TEKS OR SELF DRI IN REWS (GRADE 5 CRS) REINFORCING REQD. II + _ INTO METAL STRUCTURES oo I AT GLASS TYPES• i' ( STEEL : 1/B" THK. MIN. (Fy 36 KSI MIN,) 8 Z A,Ck0 ONLY i , I �sz e i1 ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) ri Ih (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a n a v „ II H Qe X12 SMS OR SELF DRILLING O2 SCREWS (GRADE 2 CRS) aINTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") W (NO SHIM SPACE) i4 TYPICAL GE DISTAANC k1 INTO CONCRETE AND MASONRY - 2-1/2" MIN. c INTO WOOD STRUCTURE - 1" MIN. 11 INTO METAL STRUCTURE = 3/4" MIN. 8A r I 10 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. q g wl '1 ��11 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. -LJ C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. I 2 � �o88S- .- o A % 04 -1 . �1 FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL __ y SEALED WITH WHITE/ALUMINUM COLORED SEALANT. I I tai �'`�!1 I�,. --! JEPH01F�S Eng,.AYAD AHLNO PROOUCF RCVLSrD I • e7� :.:•.: CML as aunl>fYinB with the ElwBd¢ 3 DIST. . ' RA.PC 70592 Building Cods , - 3 T— W1 = 1/2" WEEP NOTCH AT EACH END C.AN, 5p AccepWloeNe, 0►30.0 '� .•,•+,• a ��• I 1 TYPICAL ANCHORS AT SILL ��''�•^' .� I • W2 = 3/4" WEEP NOTCH AT EACH END l Es irmion Une Jq I USE WHEN REQUIRED v . / f 4 ' o I SEE SHEET 3 FOR CAPACITIES " / ',I ` MY Dade Product drawing no. �. 1 ) SEE ELEV.FOR SPACING • I EDGE DIST. •�" sheet$of�8 0 Ac+r �EEJ7GGf DST._ NI p n ays 0 1 � 1 m 1; i I •'i' ` J F T o ! Ec n � z zoo 1: is I I i •1U A N r ' �Qi♦ 9tmld � S N A N - �. EDGE'.)IST. yo ' g ^Cci $ g I g S = y N g g o xo zlg �+ m = Im m s ti it _ 8 E �Y4 l mm a. c3m,F x 9 v m1 D•• CC, n� , �" i I iii .�.. . • •• •� •••••• ��1 1 1 1 0 1 ,111 1 1 1 1 `i Y i Y `P�i1'II CAI m 66>m�ro zv r M1 � x 4�4 e � � tl G• G N N N f� D, VIm � ••••0,90 0 •• R > ^n �v C m �a�.N l�m C m 1 1 1 w �� +,t 1 1 i I 1 !C • Ze 604 M p N• _ (e _ L•� •' •• •I GG 0 � O N ��r� N•�� i I• m m I ! > Y 01 `L n aet. tt-t9-a3�revMons: r— SERIES-1100 WACT MLV ALUM SINGLE HUNG WDN. AL-FARO 311 O Ino a e •sen IOn __._ OQ CORPORATION la (rj `.ealc try-T• E 11,19.0! No Cxv.CE TH6 SHEET AWP WINDOWS AND DORS, lLC ENOINEER36 PRODUCT DEVE10PA9ENT N W C' kW THS SKEET 32355.W.87 AVE -°. tr.by NAND 6 .CT.i UdlllE.AAF REVISED 18130 N.W. 74TH AVE. MIAMI,FLORIDA 33174 C I ruT311 lu+a<.NaY[9Evrsco �r MEDLEY. FL. 33166 TEL(305)2E4.E300 FA7Lt30612G36M r�.�_, • Dsls.t GEx[Ru REV. TEL(303)887-2696 Lai FAX(30.5)EES-7309 _-___.. COMP-ANL 1M03-/O5Y0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . _--�J.D{J � r-1.470-1 .062 • •�" • •• • •.• 11�7� o- � q{,� • • •• • • • •• • LAY_ j -'i 'II • • • • • • •• • • • p 1.700 f8t9 - .062 1•oma _.t: 2.960 I • •.• • • • • .374 `� •. . ::. . a .1 t FRAME HEAD4 In .•• . . • LL 1.Deo • • • • • • c _..1.465- -2.970 • • • • • • `3) FRAME JAMB i .743 I / QQ 3 y .4' 3.334 .062 2.273 � V � VENT LATCH z i' 1.339 I•-.375 .,30 VA MEETING RAIL 1.050 1 .045 .045 1.046 >11 4 2.5x3--- .941 - .a61 3 —t.{et Q GLAZING BEAD (LAM.CLASS) QGLAZING BEAD (INSUL. LAM. GLASS) � yc .9J9 �rS 1__ ^.002 Z.D00 -.062 1.434 - fl I � / • �t:G L,3{0 0' so VENT TOP RAIL c ` 0 VENT SIDE RAIL '�� 2.461--• A .965.•1 - I FRAME CORNERS DETAIL .062^ , 'aa ox _ C_ .. 3.036 2.605 3s36 III En9r:AVAD AMMO PRODUCTREVISED _ t 1.624 j t CIVIL u complYIng wish Ina"a"Idn i FLA.PE 5 92 8uildi 9 Lnda fJ 1.21I63 C.AN, Acce 1.1Ca Np{ ralronDnce k19 I�• r 8 ,.340 fly i2U15 W DodePmdxt drawing^no. VENT CORNERVENT CORNER DET L/ i W03-105 a VENT 80Ti0M RAIL 2 FRAME Slll ahaet of ...... .... . . ...... . . .... . . .... .... ..... .... .... ..... .... ...... ...... . .. .. .. ...... . . . . ..0 . .. Florida Building Code Online Page 1 of 4 Lb 77 I.+Yn marfrnnM(r7' SaS Home Log In user Registration Hot Topics Submit Surcharge Stats&Facts publications FBC Staff SCIS Site Map Links Search p ` ; Dusinq _) - '1 Product Approval Professional USER:Public User Regulation t-+—� Product Approval Menu>duet or Applkation cearcn>ApplicatDApproved cationetail } ' �p t, Application Type Code Version Application Status Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 ri ckw@ rwbldgconsulta nts.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Pj Evaluation Report-Hardcopy Received Y • Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. • • 0000 •••••• Evaluation Report so** • • Florida License PE-43409 • • • • Quality Assurance Entity National Accreditation and Management InstiRAe• •• • •••••• Quality Assurance Contract Expiration Date 12/31/2018 *so*** • • • Validated By Ryan J.King,P.E. 0900 •••• • • Validation Checklist-Hardcopy Received •••• 04#00 ••••• •••••• •••• ••••• Certificate of Independence FFLi17j0 R5 CQ; CggTIFY'OTF r IND PENLMV �' •• • ••••:• •••••• • • Referenced Standard and Year of Standard) • • •y��• •••••• ( Standard ••a�a�.•• ASTM 01929 • • • 1996 • • ASTM 02843 •••• • •#999 • • • • ASTM 0635 199%•• ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 httn://www.floridabuildinu.org/pr/pr app _dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQR... 7/8/2015 .... ...... .... . . • • .. ...... ...... . ...... •��ri• • • • • •��• •A1• •�1• • • • • f • • •f��• • •• •• •• • � � •��• � • • • •��• � • f • • Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect i1 SS in R o v Gndf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL* Model,Number or Name2wo-, crl tion 15210.1 ja .Smooth/Wood Grain/White8"Impact"Opaque Fiberglass Single Door-Inswing/Outswing(X- Grain/Rustir/Mahogany Serieonfiguration) Door Limits of Use nstallation Instructions ' Approved for use in HVHZ:Yes 115210 RS 11 Inst Ir210.1.ndf Approved foruse outside HVHZ:Yes erified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes reated by Independent Third Party:Yes Design Pressure:N/A valuation Reports Other:See INST 15210.1 for Design Pressure Ratings,an �S2SO RS AE Eval+S21Q 1 nduse limitationsin tructli artCreated by Independent Third Party:Yes 1 210.2 b.Smooth/Wood Grain/Whlte Wood 68'impact"Opaque Fiberglass Single Door with Sidelite or Sidelites- Grain/RustiUMahogany Series 0 Fiberglass Inswing/Outswing(OX or X0;0X0-Configurations) Door Limits of Use Installation Instructions i Approved for use In HVHZ:Yes E ..1rLR�3t lnct 15.Zj.1f,2,12G1 Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any additional FLI5210 R` AE Fval+52+0 2.Ddf use limitations installation instructions and product particulars. Created by Independent Third Party:Yes 15210.3 1c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass inswing/Outswing()(X;OXXO-Configurations) Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes F(,15'10 F5 rj.,,�ns1 15210.3.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Parry:Yes i Design Pressure:N/A Evaluation Reports Other:See INST 15210.3 for Design Pressure Ratings,any additional y1s�+n av AF wAi ts2to 3.odf use limitations installation instructions and product Earticulars. Created by Inde octant Third Party:Yes 15210.4d.Smooth/Wood Gra(n/White Wood 6'8"Impact'Glazed Fiberglass Single Door-inswing/outswing(X- Grain/Rustic/Mahogany Series O Fiberglass Configuration) J Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes F IRS RS [I Inst 15210 :. Hf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.4 for Design Pressure Ratings,any additional F I r2�S AE Eval 15210.4-.ogj use limitations installation instructions and product particulars. Created by Independent Third Party:Yes 15210.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Sidelites- Grain/RustiUMahogany Series 0 Fiberglass inswing/Outswing(OX or XO;OXO-Configurations) Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI 1521n •0 0• Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 • • Impact Resistant:Yes Created by Independent Third Rorty:Ys *000 • •••• Design Pressure:N/A Evaluation Reports • 0 0 • • ' Other:See INST 15210.5 for Design Pressure Ratings,any additional F 15210 R5 AF Eva!15210 5 DA• • •••0• • use limitations installation instructions and product particulars. Created by Independent Third P 0000 15210.6 f.Smooth/Wood Graln/Whlte W00a 6'8"Impact'Glazed Fiberglass Doyybl�r with or witho%t Sidelites- • + • Grain/Rustir/Mahogany Series 0 Fiberglass Inswing/Outswing(XX;OXXO-F001gurt ons) • 0000 Door 0000 0000 • • Limits of Use Installation Instructions •000411• •*000' 0 000 Approved for use in HVHZ:Yes FI 1 stn R5 II Inst 15210.6-DO 0 Approved for use outside HVHZ:Yes Verified By:Lyndon F.SchmidtaPsE*43I(il8 0000 • ••• Impact Resistant-Yes Created by Independent Third Pa"Yes •••0 • Design Pressure:N/A Evaluation Reports 0• •• • • •••• • Other:See INST 15210.6 for Design Pressure Ratings,any additional + ° v i • •• • • use limitations,installation instructions and product particulars. Created by Independent ThIr'd P es • 15210.7 g.SmoO[h/WooO Graln/Whtte Wood 8'0"Impact"Glazed Fiberglass Ingle Doo -Outswl *Vie 0 Grain/Rustic/Mahogany Series O Fiberglass Configuration) 0 0 • • • Door • • • • 0000 Limits of Use Installation Instructions -00 0 0000 • 0 0 Approved for use in HVHZ:Yes SIS?10 RS 1I Inst+5210 7 odf •• Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any additional F1 IK':n RS AE Eyal 152+0 7.edf use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15210.8 httn•//www_floridabuildinp-.orv,/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQR... 7/8/2015 0000 0000.. 0000 . . • 0000.. 0000.. . 0000.. 0000.. 0000.. . . 0000 0000 • 0000. 0000 0000 0000. 0000 0000.. 0000.. . .. .. .. • ...... .00000 . . . . 0000.. 00 0000.. Florida Building Code Online Page 3 of 4 h.Smooth/Wood Grain/White Wood 8'0'Impact'Glazed Fiberglass Single Door with Sidellte or Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Outswing(OX or X0;0X0-Configurations) Door " Limits of Use Installation Instructions Approved for use in HVHZ:Yes F , , 0 RS it Inst 15210.?.ndr Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other;See INST 15210.8 for Design Pressure Ratings,any additional FL1S210 RS Ar Eval 15210..8.p4 Use limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes i 15210.9 I.Smooth/Wood Grain/White Wood 8'0'Impact"Glazed Fiberglass Double Door with or without Sfdelites- 15210.9 __jGrain/Rustic/Mahogany Series 0 Fiberglass Outswing(XX;OXXO-Configurations) Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1,1521Q R5 It Inst 15210.9.ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.9 for Design Pressure Ratings,any additional FL15210 RS AE Eval 11; i 0 9,odr use limitations,Installation instructions and roduct particulars. Created by Independent Third Party:Yes -15210.10 Smooth/Wood Grain/Whtte Wood 8'0'Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door Limits of use Installation Instructlons Approved for use in HVHZ:Yes FLL210 RS It Inst 15210.10 bdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Ineependent Third Parry:Yes Design Pressure:N/A Evaluation Reports 'Other;See INST 15210.10 for Design Pressure Ratings,any additional FL1521Q RS AE .14 15210.IO.Odf use limitations,Installation instructions and pLoduct rti[gars. Created by Independent Third Party:Yes 15210.11 .Smooth/Wood Grain(White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Sidelites- C&ain/Rustic/Mahogany Series 0 Fiberglass Outswing(OX or XO;OXO-Configurations) Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes EL15210 R5 II Int 11210.11..ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 35210.11 for Design Pressure Ratings,any additional FL15210 R5 AE Eval 15210.11.odf use limitations,installation instructions and product particulars. Created by Independent Third Party,Yes 15210.12 I.Smooth/Wood Grain/White Wood 8'0"Impact'Opaque Fiberglass Double Door with or without Sidefites- Grain/Rustic/Mahogany Series 0 Fiberglass Outswing(XX;OXXO-Configurations) Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes fl-15210 RS II Inst 15210.12.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.12 for Design Pressure Ratings,any additional FL15210 R5 AE Eval 15210A2.odf use limitations installation Instructions and product particulars. Created by Independent Third Party:Yes .15210.13 Im.Smooth/Wood Grain/White Wood 8'0'Impact"Opaque Fiberglass Single Door with Surface Bolts- Grain/Rustic/Mahogany Series O Fiberglass Outswing(X-Configuration) Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 A5 II int 15210 13 odr Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports , Other:See INST 15210.13 for Design Pressure Ratings,any additional X5210 R5 AE Evac 152'0.13.Odf use limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15210.14 in.Smooth/Wood Grain/White Wood 8'0'Impact"Opaque Fiberglass Double Door with Surface Bolts on Active Grain/Rustic/Mahogany Series 0 Fiberglass Door panel-Outswing(XX-Configuration) Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 RS II Inst 15210.14.n41 Approved for use outside HVMZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.14 for Design Pressure Ratings,any additional F1.15210 R5 AE Eval 152i014.odf use limitations,installation instructions and 2roduct particulars. Created by Independent Third Party:Yes 15210.150.Smo01h/Wood Grain/White Wood 8'0"Impact'Glazed Fiberglass Single Door ubllzing th%WT&QSERT—an jGrain/Rus[ic/Mahogany Series 0 Fiberglass operational window Insert-Outswing(X-Configuration) 0 Door 0 • 0000 • 60416 • Limits of Use Ins[a1laUon Instructions • Approved for use In HVHZ:Yes FL15210 R5 it Inst 15210 • • 000090 a Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,&A&WAN 6 •9•••• Impact Resistant:Yes Created by Independent Third Pa s • • a • Design Pressure:N/A Evaluation Reports • 0••0 Other:See INST 15210.15 for Design Pressure Ratings,any additional FL15210 Rbc Evai t 50.1 . j+0 is 0 0000 • • use limitations,installation instructions and product arULulars. Created by Independent Third P24,4s e • 0 ••• 0641:66 00.0a• •000• ® © • • •• •• •• • •0041•• • •041.41• • • •41.60• Contact Us::1940 North Monroe Street,Tallahassee FL 32199 Phone:850-487-6824 • • • • The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::AccesslblMtN Stat;xnt::RefuNdw la Ipilt • • Under Florida law,email addresses are public records.If you do not want your a-mag address released In response to a public-records request,do not sena electronic mad 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 11),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 avallable to the public.To determine if you are a licensee under Chapter 455,F.S.,please clic[b=. Product Approval Accepts: httn://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQR... 7/8/2015 Florida Building Code Online • •••• •••• ••••• •••••• •••• ••••• • • • • • •••••• hrr„•//.Nww floridahuilding.orp-/pr/Ur app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQR... 7/8/201 �... • • a • • • • • •• • •��• • •��• r � Y � • • • • • • • •�IL��• • • •• •• • • • •��w�• • • • • •��• • • • • • R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry B C P.O.Box 330 Valrko.FL 33595 Phane 813.659.9197 Florida Board orProrenional Enginccrs Ccniricatc of Authorization No.9813 Report Vo.: fife: Aprif yf Product Sub Category Manufacturer Product Name Category Plastpro,Inc. Smooth I Wood Grain i White Wood Grain Swinging Exterior Exterior Door 5200 W.Century Blvd. Rustic r Maho Mahogany Doors Assemblies Los Angeles,CA 90045 Series 0 Fiberglass Door Phone 440.969.9773 Inswln lOutswin -"tm act" Scope: Product Evaluation report issued by R W Building Consultants,Inc.9 Lyndon F.Schmidt.P.E.(System ID#1998)for Plastpro Ina,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements Including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1995 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopv or overhang to sill is less than 45 degrees. 6. See drawing FL-15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Sinned by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt.P.E. ETC-05-255.16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC406-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98.638-03,1929-96 8 2843-99 ETC Laboratories Ben Meunier 2. Drawing No. Prepared by Signed!%Sealed by No.FL-15210.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&SAA160 by Anchoring RW Building Consultants,Inc.(CA#9813) •L'ypdon F.S� 6151,P.E. "•"' • 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management • Institute,certifying that Plastpro,Inc.is manufacturing products within a quality 00000: " :•••• assurance program that complies with ISO/IEC 17020 and Guide 53. "'`. ""`""• " " • • • T 'l��F��i++.•�w Lyndon F.Schmidt,P.E. FL PE No.43409 4/242015 Sheet 1 of 1 • Y • • . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... lastpro . . . . . . .. . . . , .. ...� � P_ I P FRAME WIDTH 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 w, n 1 t• •• ,'''��1111!111 `````` _ O O " Smooth / Wood Grain / White Wood Grain • •• $ Z Rustic /Mahogany 4 a a� Series O Fiber lass Door INSWiN OUTSWING a Im R GENERAL NOTES z o m 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code o W y� (FBC)structural requirements Including the"High Velocity Hun9cane Zona"(HVHZ). Q $ o 2. Product anchors stall be as listed and spaced as shown on details.Anchor embedment to base material w v shat be beyond wall dressing or stucco. EZ j 3. When used in the"HVHr this product complies with Section 1626 of the Florida Building Code and does not Z ER require an impact resistant covering. co a 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product compiles with Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets m missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry a g construction, n z 6. Site corxHions that deviate from the details of this drawing require What engineering analysis by a licensed in _ s engineer or registered architect. In rr 7. Ouhwing configurations meet water infiltration requirements far"HVHZ'. AA other configurations do not F meet the water infiltration requirements for the"HVHr and must be Installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to slit is less than 45 degrees. MAX. DESIGN PRESSURE[PSQ' w z TABLE OF CONTENTS SWiNG .FRAME n o * afSCItIP710N �_�_ r,_ DlMEIVSlON POSITIVE NEGALlVE _ a enerai notes 87.50" Z rF 2 Door ne d toss _. INSWING x +75.0 -75.0 ar[02 16/12 i 3 Horizontal cross section 82.00" srxr N.T.S. ° 4 Vertical arms secfwrss lock detch 37.50" JK m' S t OUTSWING x +75.0 -75.0 a«.or: LFS 3 6 7 frame anc 81.13" DRW=u°.: n B om nils Sees A—effAFtlGvRaws is gn piess<xe mTtations FL—152 i 0.1 n E 9 E11 of materiels sCET t OF '9 0 c ...... .... . . ...... . ...... ..... .... *Goo** ..... .... ...... . . ...... . .. .. .. ...... . . . . `..0111T ! I/ 0.4"— EXTERIOR I 0.4 • • • • • • • •i• i `p _ •a • ^ ��i ............... _ •• • • • •• ••• •• �� ..+oT. ma lilt 111 p .:z• . • • •• • 4� C1 INTERIOR TOP m CAP(PVC) LATCH STILE(LVL) CAP(PVC) (COMP.) g� m a a d HINGE STILE(LVL) 3 LL c= 1 HORIZONTAL CROSS SECTION E C 2 ti Ta J o a 35.75MAXOA. WIDTH �( rJ m v. g a Y o t^ NARDWARFTARIf 8�J Z DOM INfHtIOR EXTERIOR m _ MANUFACTURER MODS M15SULU1 N KNO9: SIGNATURE SERIES KWIKSET DEADSOLT: SIGNATURE SERIES(190) t 75 FOAM CORE – (POLYURETHANE- o En KNO& 'F SERIES(FSI) 1.9 PCF MIN.) N �. SCHLAGE DEILDSOLT: 'b'SERIES(960/62) +-75 P, o S - � .' w �a SEE HARDWARE TABLE LEVEL Ft88SEEtES + � RAMEX DEAp90LT: FD7 SERIES 75 N o � ceHOPPE MULTI-POINT LOCK 3•FOINT TONGUE ±50 FIBERGLASS SKIN e•'.' SEE HARDWARE TABLE (0.125"MON.THK.) W 9 F MULTIdOINT LOCK: TRMNLUM'3000"SERIES +75 See sheets 5 and 6 for muliV ofnt lock detals. t, a BOTTOM RAIL – o u° (COMP.) Oct! r z 02116112 u o i scram N.T.S. arc.er: JK • DOOR mn 40 � 2 VERTICAL CROSS SECTION o« en: LFs ¢ 2 owoxxc wo.: N g FL-15210.1 0 SPW_L or 9 p c O d • • •••••9 • • •••• •••• • • • • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1-I�t••MIN. . . . .. . J.L.='"'• �. 4 4 A G . . • • • . • • • �� =� E3 M 000 :00 :00 000 ... . . . . .. . "L'll III% 80= INTERIOR :• • • • • • ••• •. ` Eo 9$"mom M CL 7 5 VV _ e � � X 4,706 3 o n 3 - � R 3 (j W • n ON EXTERIOR v E 4 D s D 2 1 E ° ° EMB.(TYP.) B 4 4 4SECTION, 2 1 3 HORROMAL CROSS SECTI N _ D C $ Sh.,,,/1Xsub-buck 0.15" B n. US" CSINK — )» C � ' ' •1 CSINK (mo•) • PP.) e N L INTERIOR L z cn INTERIOR a ^ . 7 40 d i 7 o 40 oappoppmpp, tv ° • ♦ ZZm 4. ' W Z .n rno n � ° • ° i Z U 4 L 11 o wiE-02116112 °z 11K J ' 9 EXTERIOR EXTERIOR 27 owo*WALN.79 4 E otic.en K m 2 HORIZONTAL CROSS SECTION cwc B+= LFS 3 1 HORIZONTAL CROSS SEC11ON D"""""ND ND-- 3 Outswingsh°wn FL-15210.1 a �-lrts�9 dsocpproved a EMB.UYP.) sreU 3 ov 9 c r 0 d . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... o a' t 1---- • e• • • • • Q • 11159] �t g =Z !� ° $ •�„ oa 00 00 It lilt, _ U N 2 D i • • • • • 0 • •^ E z$ _ t CW i O v G V EXTERIOR INTERIORa 2. w Z 1 2 EXTERIOR INTERIOR 2 VEIMCAL CROSS SECTION Shown w/1 X wb-buck z '��lLn EXTERIOR INTERIOR a o 1 VERTICAL CROSS SECTION U 4 Custswpo ® 40 0cz G oyed \ 29 Z E (LI EXTERIOR INTERIOR E , EXTERIOR INTERIOR • + . 40 A Mx .. 4 G 37 N 30 31 32 33 34 S VERTICAL CROSS SECTION o 8 36 ur = 4 shown w/ADA thre$r O U c a 38 0 � c (/ECJ z E ° n • ° < ° ° s •-2 v • n ah:02116112 i °• a • sum N.T.S. 9 3 VERTICAL CROSS SECflON 4 VERTICAL CROSS SECTION �•rn: JK m as er: 3 OtA-n g confirguration 4 Ind O0n�1A° LFS awwNc w e FL-15210.1 c s s�[r 4 ov 9 a 3 0000 0.006. .00• 9 . . . .. 9600. 0000... . 0000.. 0000.. ..009 . . 0000 0000 6 0 6 . 0000. 0000 0000 0000. 0000 0000.. 6 0000.. . .. 000000 0 0 0 909096 .9 9 9 9 6 . 9 . . 0 0 0 0 9. 9.69.• . 0 9 . . ... . . . ... . • . . . . . . . . • . .. . ... o`` • s •• • • • •• • =Q'�..•'• � ani C � x J p • • • • • ••• • • } s 6 Z V /' •• i • • • • ••• •• h Cm m �w m IL a O Eo Z pct N YJ 0 3a b� 2X BUCK $$ 1X BUCK H `^ /� J o 511 IY Q ^^ 4 D z g o 7 co CN r 2.1r 23 n o n p CL 25 m Mgu2X BUCK Bc: a a lx BUCK --1 IT I-- I I O ?X BUCK $g � N s IX BUCK H 23 w o 22 to n - OO w SMOJAMS �'a ■ DATE:0217 6112 i 1� sckEN.T.S. 9 111 owc,BY: JK m 6 s C"K BY. LFS 3 Ml1LA•►OIM STRIXE tLAiE LATCFI ANDDE"5011 STRIKE PLM ow�FL M15:21 w.: d lonpuasystom FL-15210.1 " 5a MANUAL RAISED TONGUE GEAR SYSTEM snM — a 0 ■ .... ...... .... . . . . .. • •��Y • •1��►�• • • • • • • • • • • • •��i• • •• •• •• • • • •��• • • • •��• • • • • • M0;ents%Piastplo,Im PERMANDV%flodda Product ApprwalsVL45210 HVHZ Fiberglass-Impact Opaque and 6lazed\C-OravAngtVL-1521012014W-15210.1-6.d m 6.1 T 1 y p mNm 70 N B B B B B B �fq�s N N Cn � •••• • • •••• •t•••• m000 •••• • • •••••• 4 •••• ••••• so • i •••••• I • •• 24.25' 23.0' ;5z • , i•••i• •••••• •• /. No.43409•.�':'* Q PRDDUCT: Doo rr—ft F=:Ud -1,1 '• `� PLASTPRO Lyndon F. Schmidt �i •��•.!tgnp �� IC' j N F78ERGLASS DOOR P.E No. 43409 '111,fllti1111L��,`� 0 PARE OR ASSEMBLY: BUtt91NC CONSULTANTS, INC. in 1 3 9 15 UPDATE TO Sh1 ED. 2014 F73C JKP.O. Box 230, Volrlco. FL 33595 I° ro NO DATE BY 3—POINT LOCK DETAILS rr Phone fro.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 2012 R.W. WILDING CON.-HT•INC. . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... .�� •• ♦ice —�- • • • •• •• ////,' ••• •••.•• •,,``�� N 1�A SEE HINGE L 2X BUCK•• d a i i•• •• N �R o Z{ D TYP.HEAD ;, DETAIL(TYP.) G 1X BUCK h L m g W 8 JAMBS ° rX m a a .— _ TYP.HEAD — _ MASONRY .� 5. OPENING ONRY7 &JAMBS i OPENING ., cn FRAME z R it o 2 U U e=0 z$ za 2X BUCK — 2X BUCK ui V �0 o U SILLI LJU Ln •.. ~ q g q q q j z BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAM! z N Masonry consh ction rn 0 � o � CONCRETE ANCHOR NOTES: a i.Cona•te onchw tocaxwrs at no caner may be oc J rated to matntaln me Min. _ I X BUCK H edge cwonce to nwrtorldnM 9 : 2.Conceteanchor loceknsnotedas IMAX ONCEWWmust beadjustedto 2X BUCK L maintain the mh.edge dbtance to martwiohfz oddtbnat concrete anchors 1 X BUCKtH mhay ae+egwrod to "M X.ON CtIRW dnwi4on am not exceeded. 28 H 1XBUCK m3.Canrete Ducar tabw MIH. MM.CLEARANCE M/M2X BUCK q 2XBUCK 2X BUCK _O i; To MASONV To ADJACENT 11 z a TYPE SIZE EMBEDMENT EDGE _ ANCHOR IXBUCK M uh1S 02 t6 12 r t r 2X BUCK scuE N.T.S.TA C_EICO 1TR. 1•lIr 1• r H 1X BUCK •tn:ULTRACtTN . S/1{• 1.1/r r 1•lY DPA er: LFSurCO InsvAngourshcUTCH t DEADBOIi DETAIL FL-15210.1w000scREwRasTuuTtoNNorFs a 5 MaYhtain a rrh nfrrxmh S/B"edge distance,1"end dLdaae.6 t"o.C.Sparing of ssW 7 or y9 O g Mood saews to prevent me Wit*V of wand. 0 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... `oll.V rl • • • • • • •• • • • 4 • :Q_� ZO �F 244" •�-�i -�1 0-N• • `1 v c OUISWMIG THRESHOLD OLRSWING THRESHOLD POLY OBER JAMB c C W A DLP(SRI Cdumhia Hlph Dam(581( hx0 \ '� m a i i fn g 4.68' a 4.T a cr en t ..��.�� z O� LF, T �y J z OUTSWLNG THRESHOLD OUiSIM17NG THRESHOLD 4 7 WOOD JAMB O ( H( 31 CdUnbb[575( C u VL U ..9 5.62, 563" Em o i � 052 - N N N Z 33 L � INSWING THRESHOLD � WEATHERSiRIs 8 DOORBOITOM SWFJl W o o *lNG THRE"" N N N o G �p —4.56" PE650--�j T'2 ® I 4'56" "'41 n Z Z U DME.02116112 i SCAM N.T.S. 9 ADA THRESHOLD • JK m' n fNSWfNG iNRt3HOfDj9 ----- INSNTNG THRESHOLD qp au.er: LFS 3 s � ra�dua(1-Serbs) DlP I<SCSI auwwc.a: � FL-15210.1 0 s sxm a a ro � O a ...... .... . . ...... . ...... . . .... .... ..... .... .... ..... .... ...... ...... . .. .. .. ...... . . . . ... . 00 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... !ILL OF MATERIALS • • • • • • • • • �., •ti o RFM• DFSCRI►IION MATE" • * w A IX BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD •• • • • •• ••• •• C 114*MAX.SHIM SPACE • • • • • • • • • �i�� `�� >>o m D 1/4"X 2-3/4"PFH ELCO OR lTW CONCRETE SCREW STEEL • i•i i i •• i• •• ' �Qpl I H�� , §8 o z" E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE ••• ••• • • • • • • • • " 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 •• • • • • • U a G 114'X 3.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL °j $ �e m H 3/16"x 3.1/4"PFH ITW CONCRETE SCREW STEEL �+ m a a 1 114"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL c L #8 X 2-1/2"PFH WOOD SCREW STEEL o W M #8 X 1-1/2"PFH WOOD SCREW STEELd 1 POLY FIBER JAMB COMP./VINYL R 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM x 8 DOOR BOTTOM SWEEP VINYL 9 4"X 4"BUTT HINGE STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL � r 22 3 POINT"TONGUE"MULTI-POINT LOCKSET)Mfg.BY HOPPE) STEEL o 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL m 27 LATCH STRIKE PLATE STEELI 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL 0 29 ADA THRESHOLD ALUM a a $ 3D OUTSWING THRESHOLD ALUM/WOOD >m 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD N 36 INSWING THRESHOLD ALUM/COMP rn 37 INSWING THRESHOLD ALUM/WOOD w o 38 INSWINGTHRESHOLD ALUM/COMP 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 55 #10 X 1-1/7 PFH SCREW STEEL 57 BACKING PLATT: STELA 58 #8 X 7 PFH WS STEEL i 60 MULTI POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL n o � O i Fz v _ �r<:02116112 °x srxe N.T.S. 9 !FL JK LFS N0:-15210.1c L 0000.. • 0000 • 0000.... 00000 0 .. . 0000.... 0000.... .0000. • 0000.. 0000.. 0000... 0000.. 0000.. 0000... 0.000 .00.00 0000.... . 0000 0000 0000 • . ...... 0000.... 00 0 . . 00.... rage 1 01 L 13 � fiir:;a�.1;'i;;.r•rf rtt? SOS Mame ! Log in i 111-11 User Registration Hot Topics i Submit Surcharge l Stats&Facts Publications FBC Staff Baa Site Map tanks 'I Search BUS in'es��! al @IJSER: Product Approval Professib�l Public user Regulat.101^l ll Product Anr(OVM Menu>Product 014004171111011 Search>Application iat>Application Detail = Fl.# '- FL17860 �-- Application Type New Code version 2014 Application Status ppmved Comments Archived Product Manufacturer jjoe_jslxjto@usaluM ws LLC Address/Phone/Email h Powerline Rd Beach,FL 33021 -0077 .COM Authorized Signature )avad Ahmad alfarooq@lafceng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received =lorida Engineer or Architect Name who developed the ]avad Ahmad •••• Evaluation Report • • Florida License PE-70592 • • •••e •••••• Quality Assurance Entity NDtiqaAL6ccreditation and Management Institute •• • • • Quality Assurance Contract Expiration Date 12/31/2019 •••••• • •••••• Validated By )esus Gonzalez,P.E. •••.•• • • • :It Validation Checklist-Hardcopy Received •••• •••• • • Certificate of Independence ELI 7660 an COT �S-OuL�v.ino D2or-'C Z014. :60: s••• ••••• •• •• •• • •••••• • Referenced Standard and Year(of Standard) Standard ••••ye.r • •• TAS 201 • 1944 • • •••••• TAS 202 • 1094 :••••• • • TAS 203 •19 •••••• ••• 1 ••• • • • Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y1... 11/12/201; .... •YYYY• YYY• Y Y • • Y • • • •• Y •YYYY• •YYYY• • •YYYY• • • • • •YYYY• •YYYY• • • • • YYYYY •YYY YYYY • •YYY• •YYY •YYYY• • • • Y Y •YYYY• • •• •• •• • Y • •YYYYY • Y • • •YYYY• • • • •YYYY• • • • • • •YYYY• • • • Date Submitted 07/02/2015 Date Validated 07/05/2015 Date Pending FBC Approval 07/21/2015 Date Approved 10/16/2015 Summary of Products — FL 0 Model,Number or Name Description 17860.1 ries 230 Aluminum Outswing Door Large missile Impact resistant aluminum outswing door. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL17a60 R4 ii S_-230 Aluminum Du;itv1ne Drz7r(S51))rti_a�,2y�f Approved for use outside HVHZ:Yes Verified By:Javad Ahmad PEx 70592 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+80/-90 Evaluation Reports Other:See drawing 15-32 for span vs load combinations and FL1-YE60 P.0 AE SS-230 Ou•crmo Door i!M')-PAE 2-314.04f installation details. Created by Independent Third Party:Yes 17860.2 Series 230 Aluminum Outswing Door Non impact resistant aluminum outswing door. Limits of Use Installatlon Instructions Approved for use in HVHZ:Yes F'L1765O PO tE 55-230 AWrmnu-t,Our<wirr r . nr�'dli'V15"'7,. Approved for use outside HVHZ:Yes Verified By:Javad Ahmad PE*70592 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+60/-69.7 Evaluation Reports kinsimits ther:See drawing 15-33 for span vs load combinations and FLI-860 F0 8E SS-2,0 Out=Ming Do-ir(Nil-r E 2r,14 yf tallation details. Created by Independent Third Party:Yes 860.3 Series 249 Aluminum Outswin Door Large missile Imp-act resistant aluminum outswing door. of Use Installation Instructions Approved for use in HVHZ:Yes FL17860 RO 11 SS-249 Aluminum Outcwma Dcar 4MI)W 15'0 odf Approved for use outside HVHZ:Yes Verified By:Javad Ahmad PEO 70592 Impact Resistant:Yes Created by Independent Third Parry:Yes Design Pressure:+100/-141 Evaluation Reports Other.See drawing 15-30 for span vs load combinations and FL17A67 PO AE ;49 French C•co•rL14It-PAE'2014 pdf i ion details. Created by Independent Third Party:Yes Contact us::1940 North MOnrog Street Tallahassee VL 32399 Fhone:850-487-1974 The State of Florida is an AA/EEO employer.Copyright 2007.2013 State of Florida.::privacy Statement%Accessibillty 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 M,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 emals provided may be used for official communication with the licersee.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 Me public To determine Y you are a licensee under Chapter 45S.F.S.,please dick tM . r Product Approval Accepts: il'I.UfILY act itil<:� a ••!••• • • ••••!• • • •••• •••••• •.... • ! 000:00 • • •!!••• • • • ! • • • • • • • 00 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param—wGEVXQWtDgt2ZOX6B2Y1... 11/12/2015 0000 0000.. 0000 . . • 0000.. . 0000.. 0000.. .000.0 0000.. :Soo*: 0000 0000 00000 00000 . .0000 0000. 000 ..•... .. 0 . 0000.. .. .. .. • 0000.. •00000 00.00... 00090j . • . AL-FARQOQ CORPORATION WINCONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3•METHOD 1 OPTION D FL 17860 Detailed Product Description Date:7/01/2015 Manufacturer:T.M.WINDOWS,LLC. Manufacturer Address:601 N.W. 1ZH AVENUE–POMPANO BEACH FL 33069 Model Name:SERIES 249 ALUMINUM OUTSWING DOOR W/SIDELITES Maximum Frame Width:42"(X)/80"(XX) Maximum Frame Height:109" Maximum Load:+100 PSF,-141 PSF(Large Missile Impact) Installation Drawings#W15-30 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs.load. Comparative analysis used X Yes —No Mandatory-Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) Tw JE t. ASTM E283 Air Infiltration Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson,P.E. Leakage Laboratory ASTM E331 Water Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson,P.E. OR ASTM 547 Penetration Laboratory &TAS 202 ASTM E330 Uniform Static Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson,P.E. &TAS 202 Air Press. Laboratory AAMA 1304 Forced Entry Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinioa,.P.E. Laboratory • ...... . ...... .... .... . . .... .... ..... ...... .... ..... .. .. .. . ...... ....% 1235 SW 8-Ph Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com alfaroog0afcena.com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) Tim FBC 1626.2 Large Missile Fenestration 1/03/2011 FTL-6168 Marlin Brinson, P.E. (TAS 201&203) Impact& Testing Laboratory Cyclic Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer: lavad Ahmad PE#70592 Al-Farooq Corporation EB 4 3538 sc\Y:\users\verenica\StatewidePA Eva1uations\TMWindnw\2014 FBC\Swing Door\249\249 French Door(LP.11)-PAE 2014.doc • • •••• •••••• •••••• • •••••• • •••• •••• • • •••• •••• ••••• •••••• •••• ••••• •• •• •• • •••••• • • • • • •••••• 1235 SW 871h Avenue ( Miami,FL 33174 ' T:305.264.8100 F:305.262.6978 ( www.afcene.com aifaroog@afcenx.com . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... HEAD/SILL ANCHORS ' t� AT STILE ENDS • • • •• • •••` V�� 01 7/B" (6)AT 3"O.C.�• • •• • • • •• • `� FRAME WIDTH �• • •80 • • • •• • • • •' • FRA E WIDTH•—r—•-� • • li'llie --6"MAX. �6"MAX. IS" MAX. SURFACE APPLIED HEAD/SILL CTYP. 15"MAX. 1P.HEAD/SRL MEAD/SRL FALSE MUNTINS CORNERSEAD/ LCORNERS f ` MAY BE USED /A) '441 1 HINGE OPTIONS •�• •\ • • • • • •• �SEE SHEET 5 .N '�'C Ei \ `'__\._7 C Ul ♦ � 1� ' \LOCK OPTIONS n n SEE SHEET 5 / I �I a I LOCK OPTIONS SEE SHEET 5 = n CLASS D.L.O. DIMS. I ! // i _ \\ ., r [~N m G.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14 875" i - /B ;'8 \ / z 3 O D.LO. WIDTH (X DOORS & O PANELS) u FRAME WIDTII - 11.875" i, , Z D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 �_ f iLL4 i INACTIVE - ACTIVE - ---�_ I z EL EL 1 I-00 J DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT., I. ~ O' 1 LSHUTTERS ARE NOT REOUIRED� r-- 30" C 30" 29 7/8` ^1 m w I —' O.L.OPG. - 0 D.L. OPG. -. •D.L OPG." ¢ E I SSERIES-249 ALUMINUM FRENCH DOOR A/ SIDE= 3e 5/8" Y �� 5/B• d $ f APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS LEAF -- LEAI WIDTH 38 5/e" WITH OR WITHOUT SIDELRES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. T YPICAL SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. TYPICAL EVATION 9 i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( X% ) IREOUIREMENTS OFTHE FLORIDA BUILDING CODE INCLUDING HIGH VELOCTIY _�,AL LEAF DOOR ( I URRICANE ZONE . DOOR OPTIONS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER g D ! LOADS TO THE STRUCTURE. _ A-THS PRODUCT EYAWATIOM DOCUMENT(P.E.D.)PREPA EO Br TN9 ENGINEER > D ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS IS GENERIC AND DOES NOT PROVO MFORMA1104 FOR A SITE SFECMC I FL 1786 c EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRORCT,i.R.WNEIE THC S'TE CONODmNS DDOArE TROM 111E P.E.O. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ;B CONTRALTO TO E OF TH, ESPONMPRODUcTE FO n THC Ci SELECTION. P*Wu RCivi��aTow' A�tjs1Tol II NT/ !to o!� �t �i NOT PART OF THIS APPROVAL. ONSTALLATPROVIDED HE/S1•DOES NOT DEVIATE FROM THE CONDRIOMS OETNLED \�� Ir. ON THIS 00C WENT �� a,j. i• !I . 1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. RSGEN+:f i C-MI5 PRODUCT EVALWTIOM DOCUMENT Till BE CONSIDERED RNAL'D IF ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ALTERED Br ANY Mous. No.706= MATERIALS INCLUDING BU7 NOT LIMITED i0 STEEL/METAL SCREWS, THAT 0-SITE SPECIFlC PRWECrS SWILL BE PREPARED BY A FLORIDA REGRTEREO I ENaRK[R as Aaan[n mxcx T/lu IIECOIIC Tx[[Npl¢R or nccoaD ITD.R.) _ _($ � )18�� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THC PADRCT AND WNO L"LL BE RESPD4SIBLE FOR THE PROPER! i- REQUIREMENTS OF THE FLORIDA BUILDING CODE, USE DF THE P.E.D.ENGINEER Or RECORD.ACTING As A DELEGaTED; rd--�, ENGINEER TO THE PE.D.ENOMEER SNj SUBNI TD THIS LARER TME SITE; '.,EOF :drawing f10. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR RCC CW. ''••REORIDL!,:' IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ,E-TNNs P.E.D.sNAL1.erAn THE w1e AND ORIGRu1 srx AND SIGNATVR[OF 1 W15-3 LABELING TO COMPLY WITH SECTION 1710.8.2. TIIE PROFESSIO A ENGMEER OF RECORD MA1 PREPARED IT. •F/QNIU• � ------- L..... - 'SheCl T of 1� 0000 0000.. 0000 . . 0000.. 0000.. . 0000.. 0000.. 0000.. . . .... .00. . • 0000. 0000 0000 0000. 0000 0000.. . . 0000.. . .. .. .. . •0.00. :00000 0000. 0000.. 0000... ... .. 109"MAX. FRAME HEIGHT 106 3/8• LEAF HEIGHT 94 1/8"MAX. _ r— O.L. OPG. —� O �+ A n :E $� - sm Z A 0) -_-('1'• m m 0 LA t C N\ Q o l+" T \ 25 X A X _ O _ � 7 ' O ff N � N Cl ._. ...il..___.._if___•_-=.:^,tit S__i ___.._ -_ .__ i n .t t, FF�rtt LA t: y 1 ym'O 4 1XL ;_,N MAX.. 12 )AaX, i w "Q R JAMB 2S CORNERS JPM85 n u A o miE Fo o O N N;Z o mm as 00 • • •••• •••••• •• • • • • •••••• • •••••• 1-+ m •••• •••• • • O `` 11)L Irlrtll lrj' •••••• •••••• ••••• �i O; o :g^ •• •• •• • •••••• �// 111 11 LL •• • ••• • • • • • Core: 0g_Zq_lg r2Yi310nS: "l ; `— _._ 501 5-249 B.UM OUT-SW DOOR w/SIOEOTES(LH.L) AL FAROOQ CORPORATION a j E 1—- n0 atG escnp tOn -- ENGINEERS&PRODUCT DEVELOPMENT arae. 1�•.p_0• 1 G 123E S.W.87 AVE 're T.M. WINDOWS LLC. e I Ifar.e) uMo 601 N.1V. 12TH AVE. t� MIAMI•FLORIDA 33174 W o '`- ---- _ -- _ --- POMPANO BEACH, FL. 33069 (; O) -Chk 6T: '- --- ! •TE1..(30g)28M8lAO FAX.(306)282�•978 )t TEL(954) 781-4430 FAX. (954) 781-5078 1_,` COMP-aNL\wf5-30TMw, .. .. . . . .. .. . . . ... . . . . ... ANCHORS AT MULLION00: NERD Sill ANCHORS • • • •• • r, AT STA.E ENDS AT 4', 7'h 10"FROM END of • • •• • • • •• ` !„mi: i'-FRAME AT DOOR AND SIDELITES (I I l (6)AT 3'O.0 T1'P.AT MEAD/SILL • • • • • • •• • • • 10a FRAME WIDTH • • • • f f • • • J 46 5/IB _ XX DOOR FRAME WI H 6"MAX. 3''P. 15" MAX. a R U CORNERS HEAD SILL FALSE.E N7INS a jMAY BE USED . ,.. . . .. • 0 • • s a • • • • • C10 d I r -HINGE OPTicAS j s SEE SHECY 5 V. •1 % O^ \O \LOCK OPTIONS_ SEE SHEET!' ••� / iv IPS 1 U - I'Zio �I INACTNIE ACTIVE - •--� -"'-i-, r 41 5/8" 1. 29 7/8' -- D.L OPC. O.L. OPG. D.L. OPG. oi46 3/8- SIDELITE WIDTH— LEAF WIDTH 38 5/8' � u LEAF w10TH of TYPICAL ELEVATION -4 -c • ( OXXO ) ° o ' Cc I SIDELITE OPTION +IP9• i' Ii No.70892 i 8 •of rdrnwing no.'I �0g1O"� W15-30 J !�/ONAL FL {�17860 " 7/ I 11�L sheet g oi-g� .... ...... .... . . � • Y • � • • • •• • •Y�� • •��• • • • • • � • • • • • •��• • •• f• •• • • • •��• � • • • •��• • • • • • • •• . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• l � 3 41 7/8" 11' • • • • • • • • • ' !FRAME_WIDTH i_ I HEWRINO.DOW WIDTH If • 000 •••• ••• ••• 000 •• 6"MAX. 15" AX. jO.L.OPG.(FIXED) HFAD/SILL HFA /SIU 10 1/2" • O O < jo CORNERS i-a 5"MAX. • • • O MEAD/SILL • CORNERS • • • • • • Z � ,•: • • • Cto Is t'14� N s II f 1 1 0 S 0 L20 7/8" j m W l _...� MAX. 2 M x I 2J I 'N SILT. ',Q O m D.L.OPG. (VENT) o " i N C; Y Cl 28 7/8" 0-M G iq s_': VENT WIDTH Z 3 0 i ioi• ~j 3za a l 10" __ � z NOTE: t O.L. opc: Y b SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 38 5/8" Op = +65 LEAF WIDTH —80 PSF °I • EXT(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD TYPICAL ELEVATION X ` ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 u I . o SINGLE LEAF DOOR WITH SINGLE HUNG WIDE INSERT S.H. WINDOW INSERT OPTION �Pr VOENBF� I •x'11`li�I N0.70802 _'�f• ��Si ' t a0I Browing no Wt 5-30 FL #17860 ./ AL 0000 0000.. 0000 . . 0000.. 0000.. . 0000.. ...... 0000.. . . 0000 0000 00,00 0000 0000 0000. . 0 000 .....� . . 0000.. .. .. .. . ...00. .00000 . 0 . . 0000.. . 0 0000.. . 0 0 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... DOOR WIDTH ODOR WIDTH ••• •i FR^I'WLD j•• •i ••i II \ / •T-00o a \ / '0 w \ I p / \ ••w • ••• •• • • •• • + Odno . , \ �.o ACTIVE _ INACrlwACTIVE Ac'`TrvE I Q 3 0 SINGLE LEAF (X) DOORS WITHOUT SIDELITES DOUBLE LEAF(XX) DOORS WITHOUT SIDELTTES SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY — PSP DESIGN LOAD CAPACITY — PSP DESIGN LOAD CAPACITY — PSP GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES 0 DOOR FRAME WIDTH FRAME HEIGHT ,;A' OR'AI' 'B' OR 'D1' FRAME WIDTH FRAME HOGHT 'A', 'AI', 'B' OR'BI' FRAME WID FRAME HEIGHT �A', 'Al 'D'OR'Bl' 3 —) EXT,(+)IM.(—) INCHCS INCHES EXT.(+) IM.(—) INCFXS INCHES EXT.(+) INT,(_) :9 42 t09 80.0 60.0 100.0 141.0 80 f09 80.0 80.0 42 109 65.0 80.0 I I m ENT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD CLASS TYPE 'F' 0 S.H.WDV 1` FOR STO. THRESHOLO LIMIT EXT.(4)LOADS TO 56.0 PST FOR STB.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF ;I e0"1 $ E%i.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOlO Nf FOR STO.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF ' .�(n 'zi z oil z � � 3Z ZOLz It=Ia I HINGES: OPTION 41 OPTION N1 T ZN EL THROW BOLT LOCK, KEY OPERATED ON 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END I ! EXTERIOR AND THUMB TURN ON INTERIOR ' AND ONE AT MIDSPAN OF LEAF. J 11 AT EACH ACTIVE LEAF LOCK STILE, 48' FROM BOTTOM OPTION N2 g) ' CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON i 3-1/4" LONG ALUM PHOT HINGES, AT 12' FROM EACH END EXTERIOR AAIB THUMB TURN ON INTERIOR i AND ONE AT MIDSPAN OF LEAF. AT EACH ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM I FASTENED TO FRAME WITH 2 1/4-20 X 1-1/2" MS • i ' FASTENED TO PANEL WITH �2) 5/16-16 X 1-1/2" MS NOTE: ' MANUALLY OPERATED CONCEALED FLUSH BOLTS GLASS CAPACITIES ON THIS SHEET ARE '1 1 AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS BASED ON ASTM E1300-09 (3 SEC. GUSTS) ANO FLORIDA BUILDING COMMISSION OPTION N2 SEALANTS: DECLARATORY STATEMENT DCA05-DEC-219 ° I MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED ° AT 40-1/2"FROM BOTTOM OF ACTIVE LEAF LOCK STILE i WITH WHITE COLORED SEALANT. ° FASTENED WITH (2) 112-28 X 2-1/4" ON MS SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. `11�µF�t111 I Ty METALLIC STRIKE PLATE AT 40" FROM BOTTOM `JF"" . .... '�„�j,� •1 OF INACTIVE LEAF LOCK STILE FASTENED WITH , SO�� •. (3) 110 X 1/2' FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS :T} •• No.T AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT $0-1/2' h 76-1/2" FROM BOTTOM FASTENED WITH (2) 18-32 X 1/2" FH MS ••'•.• - •OF, I drawing no. (FLUSH BOLTS AT TOP do BOTTOM OF ACTIVE AMO INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) FL #17660 i101tlA�11"��` "sheat" o g ...... .... . . ...... . ...... . . .... .... ..... .... .... ..... .... ...... ...... . .. .. .. ...... . . . . ...0.. . . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... STATIONARY PANEL(0) OR DOORS WITH SIDEGTES SIDFUT W. I DESIGN LOAD CAPACITY - PSP NOTE: ••• •• 000 ••• ice PANEL/DIRECT SET CLASS TYPES CLASS CAPACITIES ON THIS SHEET ARE •• 1'-' •q ._.J' FRAME HEIGHT DOOR WIDTH SIDEUTE WIDTH 'A'. Al'.' 'B' OR '111• BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 0 0 0 0 0 • Z n); AND FLORIDA BUILDING COMMISSION • ••• • • • • INCHES INCHES INCHES EXT.(+) INT.(-) Q DECLARATORY STATEMENT DCAOS-DEC-219 81 80 (XX) 48 80.0 69.7 Q,'E I Ii _ �O p 85 41 7/8)x) 48 BOO 69.7 ••• • • ••• •••g • ••�• IL BO (XX) a17/8(x) • ••• • • • •d • • a'c - 91 48 80.0 69.7 • • • • • •• • Q 41 7/a X) •• • • • • • • •• C 97 / ( 42 80.0 79.6 ¢ 80(%x) it 03 4 Bo(XXjX) ,z 6D.o 7s.6 STATIONARY( 0) Q 3 OR 6 () _ z'�= 109 41 7/5X( )X 41 7/8 Bo.O 80.0 I'.�DOOR W. SIOELRE W. .SIDEUTE W.`I DOOR W. SIDfLRE W. w Amy . I� I .I __1 Q Wei'�• L��J EXT.(+) LOADS SHOWN A60VE ARE WITH HIGH THRESHOLD 3''� VOR SID.THRESHOLD LIMIT EXT.(+) LOADS 10 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET S. 7 FOR SIDEL1iE CAPACITIES SEE CHART ABOVE. f10 LOWER VALUES FROM DOOR OR SIDELIfE CHART I ;; n n° WILL APPLY TO ENTIRE SYSTEM. _JJ 7 lJl O cv L5 I (XO (0X0) I O^m n __. .._ ox iv 3zSIOELITE W. DOOR W. ,SIDELIIE W. DOOR W. . z aq ( _ 1 ._.__ b i o o U DIRECT SET SIOELRE WIDTH DOOR WIDTH (X) OR (XX) _ i 1 1t LEO'.WIOTH , If - [ -- - I^1/, AC/4" ; (oxx ) (oxxo) o ;I PANEL SIDEUTE WIDTH ODOR WIDTH �- (XXo ) o g (X) `1\11 111 iT 7 r .11.0•� a I Moi LEAF��IDTH i '13GEN8F'••• I 'II 'n1 j NO.IoN2 :.� I II.� •t�'11�j �a INACTIVE 1 '� ACTIVE '� ) d•"cOF ` ' drawing n0. -1/4" I` Axomop . W1530+ PANEL SIDEUTE WIDTH DOOR WIDTH I �y�......• - FL #17860 r TONAL l._..__ --...J t shoat 6 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 3/16"HEAT STREN-0 GLASS 1`/ I 3/16"HEAT STREN'D CRASS • • •• • ••• I .''o ` 1/a'NR SPACE ••• •• • • • •• • 4y 'J"1 3/16"HEAT STREN'D GLASS 1/4"AIR SPACE - 1 3/16"HEAT STREN'D CLASS • • • • • • •• • • • —'�'Iv1' \ \ ) • • • • • • • • • Z 3 090'Inlcrbyer 3/16"NEAT STREN'D GLASS 3/16'HEAT STREN'0 GLASS \ 1 090"Interlayer • • • • • • • • • . j Soflo•Cleor And Color Gloss ` 1 1 DuPont SentryGlas • ••• • • ••• • 14 .090" Interiver 090'Inlerbyor (' Inc, `1/B" HEAT STRCN'D GLASS t` m By 'Easlmon Chemical Co: \ \ \ 19y'Kumroy Americo, L ` 1 Solles Clocr Antl Cobr Clms , TLhlPonf SenlryClos , _ 1 3/16' FEAT STREN'D CLASS \ ` By 'Eodlman Chemitol Co.' 1 ,BY 'Kwaroy America, Inc.' \ , 3/16" HEAT STREN'D CUSS , 090 lnteAayor Qr o•.o• \ DuPont SentryCloo 3 SILK:ONE I 3/16"HEAT SIREN'U GLASS , ('3/16'HEAT STREN'D CLASS ` SILICONE •• • •IBy jKuror4yAmerijo•I&c.' •• „ ui GE RC5770I \ , r SILICONE \ 1 \ rCE RCS7701 • • M • • GE 1200 \ SILICONE GE 1200 t 6" Ea ST D GLA•5 p GE RGS7701 \ • ••* • f : It� S / CE 1200m �'� rGE 8200701 �w �w• • +�•�• •• �� h t1 ` _ _ a 1 i •In .0 • • aluGtNE• • y p j , +� Zdi s yin l rGE 1200 Q ._ALUMINUM O r. 1 O "jam`ALUMINUM W —+ tY / SPACER _�._. 1� ,r SPACER �, t�.�. J �c 1• �' 08 SMS 1 x �c \% /8 SMS -Ai 4-1/2'FROM ENDS w % �w �-AT 4-1/2`FROM ENDS m ` - AND 10-1/2'OC. AND 10-1/2"O.C. w II 1 9 AT 1/4 POINTS ALL SIZES (RAT 1/A POINt;ALL SIZES j 1 01 + GI�AASS 'TYPE De GLASS TYPO _A1,' (J�$ I7F'E 'B' GLASS TYPE '$1' GLASS TYPE 'E' In a 4j 1 (S.rl.WINDOW WITH SINGLEDOOR M DOOR APPLICATION ONLY) I+g L j S2 J j GLAZING aPTjS)N,3 ��0 N lil JI 1 Ii33z r^I iI Za �! CUSS TYPES GLASS TYPES i O. C\\A OR'B' (ABOVE) T'A1' OR'01' (ABOVE) SILCONE SILICONE LF GE RGS7701 a -CE RGS7701 `m GE 1200 CE 12Q0i� 35. I� Jj¢ Of 'KL'`W A7 rj= _x 1/4 POINTS ON LITES w39 AT1/4 POINTS ALL SIZESWIDERTHAN 36'GLAZING DETAILS AT SIDELIl Ilk j'$ 1' ' No.7002 b f ,•�.f k a•'_or `Browing Jno. Ronin.. W 15-30 i SSS/�� FL #17860"��tt it ttt stleei 7o—t . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. 1BY W000 BUCK I FOR SPACING 1 • • • •• •• *T ALTERNATE _EDGE DIST % (SEE NOTE SFEEt 1) .,.2By.prODD BUCK • • •• • • • 0: • ' o •,�i ,+ANCHOR LOCATION n I �� OR'" • • • • • • •• • • • •I. Y/ I ,e' EDGE ,t:.. 'CVOOOSTRUCTURE • • • • • • • • • r_n • r(_ DIST, r (SEE NO3E.$HEET 1) • • • • • • • • • Z IL IN 6 26 baa •• • • • •• ••• •• 0. a $I 16 r•� '^ v°'i N • • • • • • • • • ILL I / WOOD BUCKS AND"TAL•S4CT�U*E NPT %Y "WIN"S v p N i 16 I L m'�•ANCHORS / TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �' m SEE ELEVATIONS SEE ELEVATIONS 6 FOR SPACING FOR SPACING ;_AND TRANSFER THEM TO THE BUILDING STRUCTURE. O <e \ I . 01-- /4' 8 a o 3 METAL EDDY STRUCTURE TYPICAL ANCIi0R5: SEE ELEV. FOR sPAcwc LL i �y 1/2 MIN. _ 9 FLUS I BOLI I PEN ATION _ ' (Fuml77 K51,Fy+155 KSI) S V m IN uzi.� 1-)/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) , THRU IBY BUCKS INTO CONC. OR MASONRY m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) I $ 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) �• I1 ' r TYPICAL ANCHORS DIRECTLY INTO CONC. OR MASONRY 7h p ...+ _ "��..i__._.L (-SEE ELEVATIONS 1-3/4" MIN. EMBED INTO CONCREI"E (HEAD/SILL) FOR SPACING O "I' t- 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) UJ 17 ,+ W 1/4* DIA. TEKS OR F DRILLING W,L J SCREWS (GRADE 5 CRS) j`` I INTO F.B.C. APPROVED MULLIONS (MIN. THK, - 1/8•) I�,!v) i � INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 1'Z I ALUMINUM : 1/8" THK. MIN. (6063-75 MIN,) k s z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Iryf Z a In 1 I IOR I TYPICAL J- OICTAN- t51;��a 9 I i INTO CONCRETE AND MASONRY = 2-1/2" MIN. C7 I INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. 1 WOOD AT HEAD OR JAMBS SG . 0.55 MIN. 1 w CONCRETE AT HEAD• SILL OR JAMBS ft = 3000 PSI MIN. © I C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. I 1/2"MIN. 29 OR FLUSH E.OL7 PENETRATXIN 18 *ALIR?ITE(�772 °ALTERNATEQPERAT�NS.T UNITS °3/8•X 3/8"FROu a a ° ! a0 , • � d .SILLENDS TYPICAL ANCHORS o ! TYPICAL ANCHORS •SEE EU:VATIONS r CHORS !e r I EDGE DIST. FOR SPACING I EDGE DIST. ) SEE EICYAT10NS EOCE DIST_-___ i SEE ELEVATIONS + FOR SPACING �.----.,.. FOR SPACING T W.7669$HILOW THRESHOI i S I GH THR SH0 D STANpARD THR cH0 D -* = S E APPR'0 FOR WATER RESISTANCE APPR'O FOR WATER RESISTANCE NOT APPR'O FOR WATER RESISTANCE 8 .SOF - dro•iny np,s LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMB MAX. EXT(+) LOADS TO 58.0 PSF ., A ` ` LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) i S"1/''•••lOR7D1 •• '.. W15-30 OPERATING UNITS FL #17860 fA ,`t,`� Sh I— g o�18 ...... .... . . ...... . ...... . . .... 41 . ..... .... .... ..... .... ...... . . ...... . .. .. .. 00 ...... ...... . . . . U � am N EDGE S ^J MT = m �- _ 0 Ip O ; N I O ! i iit I i Y g. x M # N i (17 ( �. 0`; 0 8100 00.0.0 1 o�� • .. • • o • {( an,� 4141 • :1..:. • Z / y 00000* • ••000* tr Az � 4 Y Z • C) _ 4141•••• • • • - GN J.. 4141•••• 4141•0 414100 • • • • • 03 4141••• 4141•• 4141••• 01 \7711 1I1 _ • • Q `'% * I r/ _ 4100000 *Ste 00000 y r'% -4 • • 41 q • L --(' 4141 • 4141� • •••41.0 ��•m z �G� Y �ti .- i\ 0.•• • 6m •41 Ail Elm ••04141• Qi '77`Z� mQ �\o • • • •41.4141• o.i f•V1510n6: -- - oe=za-ts no _a e y escn on �1�SER_ES-2S9 P1UIJ OUf-SWING WN W/SKUTES(LW.) AL-FARRPORATION a I -1 S ro- 1•_ --- — - --�•'T.M. WINDOWS LLC. ENGINEERS B.PpCODUCT DEVELOPMENTOO 1235 S.W.87 AVE tr.by: wv4m '11 601 N.W. 7 J.T r AVE. MIAMI,FLORIDA 33174 I-:j(„I � _ .__-- ___ —. _�_.—_...___.___. ,I� POMPANO BEACH, FL. 33069 C, p1t1 Q C I:di.br: —. —... _ i•- TEL C�OS12648100 FAX.(385)2628878 J._ TEL.(954) 781-4430 FAX. (954)781-5078 11 - ----- —_ _._.__. `-• -._17t,__.__._.. t L._.._..____^.______.-_____.....J:..... COMP-ANl�W75-30TMW' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS �-SEE ELEVATIONS ANCHOR L • • • •• • ••• r 4 U 3 EDGE DIST. FOR SPACING ANCHOR LOCATION 1+ / \ PANEL SI ELITE INSTAIIatTl�ri•hF'� • • •• • ! '� ALTERNATE • •• • • • /!y ./ ANCHOR LOLITION • • • • • • • • • U1.3; 36 • • • • • • • • •28 8 7 6ALT. FRAME JAMJ10X I"PH SMSAT 4"FROM ENOSSHIM. ,'-{• #10 X 3/4"PH SMS AND 16"O.C. MAX. - '•„ �AT6FROM ENDS JAND 24"O.C. MAX. OK' _. TYPICAL ANCHORS SEE ELEV. I MR SPACING I \ 16 ` -� - - -- 31 11 ` .L li --- ✓� I�II�w 1.. 1` �I �� C. ' _•r_ _" '• �II - a 25 ,6 21 - —..---; ---' — — 21 ' xl 0 1 5 EXTERIOR �I WI •"'_ LCA -WWTH I 5 I? O i — •) I LEAF WIDTH SILICONE L 1 kiI I DOT) HINGES O O I _ ...-.�.._... ....._—PANEL SIDELITE WIDTH _—..{.i 1/4' -I�~O a j -- fj DOOR FRAME WIDTH _ -77n I a ' 6 6 9 i R , j OR 4 , 29 c ui I \ 16 1 26 1 —� n 16 PANE, S�pELITE UNITS 0 2 = ALTERNATE 2 I WW1W11 11 Ir 3 X 3/8- '-� No. 02 �• WEEPS • . .,�" • ° T _�S' _ $j. I I.,t 15FROM 12'ENDS °0 ° 9 TYPICAL ANCHORS ° •EDGE DIST. ° ., TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS I SEE ELEVATIONS %O.'. •OF : I d wnq np j FOR SPACING FOR SPACING �QRIOR•' �� PANEL SIDELITE UNIT (STD THRESHOLD) PANEL SIDELITE UNIT (HIGH THRESHOLD) iN15-30 s.4/ONAI.E!� FL 17860 r 1 I I WWW sheet 10 0l 1 s' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS • DIRECT SET SIDBUTE INSTALLATION DETAILS • •• •• • • • •• • c • • • • •• • • • ED—GE DIST. —�{ /r FOR SPACING ELEVATIONS • • • • • • • • • • ..�✓iNi e• rIT • ••• • • ••• • 0 �JyI nO:O w •• • • • •• ••• •• LL ��i _ 26 � ••• i•i i i i•• i• ••• s? � I I `K,'' • • • • • • • • • 0 r F I 9 _ •• • • • • • ••• •• QQ'OO ]5 O'ffmDQ�� 3/8•'VAX. i N; 15 M s TYPICAL ANCHORS � 3 SEE ELEV., FOR SPACING ! 25 25 ' 7uP6 yy z o EXTERIOR t .. 41 K Z 3 Z 3 LEAF WIDTH ( v f / /• I ,II�?&L ! I SILICONE-- I 'PIVOT P.INGFS : e ECT SIDEE WIDTH �.---.� .___,_DIR_..—,S—ET__LIi_— • �....�.._..... _..—ODOR FRAME WIDTH #10 X I-PH SMS ' AT 4' FROM ENDS AND 16"O.C. MAX. of q I as 25 9 n a DIRECT SET SIDELITE UNITS J� 6 �� ,,111111 1/1111j ��'JM.!v'IA�.'' I �•. � II i. �.•i30�+9P''•. I =.7�. No.70672 TYPICAL ANCHORS -'S} SEE ELEVATIONS .xi / FOR SPACINGm.v----> I cOF i droving no. s••.... a•�1 � W15-301 DIRECT SET SIDELITE UNITS FL #17860_' .,, 41. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 4.000 112 0� L7.7501 #114 • • • •• • 'POO•• Igo �- .093 -`� • • •• • • • • • • • •• • • • I1n' 1.750 .625 � (- 002 2.375 { .500 � ••• •••( 2.375I .332-1.043-I iiFRAME HERO .090 • • • • • • • • GSS1I i j� PANEL GLAZING BEAD • •• • • • • •• • TM-099 .3J TN-155A --- 1465-- • • • •• • • �' SIDELITE HEAD/SILL .' cw-3oJ6s • • • • • • • • a.2sD •• ( • • • ••• •• V 2.12 • C1 . ^I.aso713p1I 1.465 p- FF;l .1X5- e.310 �p�mp t-E GW 37888 °.572 .715 F'.05D i Q' 3 LL 1 9 CCNTER IIINGC 4.0 ,n-� ' - II•+td 4 Z y_ 00 -.-� ��7 1.799^•1 ,V-,tlNve Q ��1r I 1 X62 2•Ips-• SIDELITE GLAZING BEAD (INSUL. LAM. CLASS) I8� a�"i� f -J 1 1989 ( -t 25 PIVOT HINGEkp I -1 L_I �� 0.248 1.500 4.000 r F--1.750 °.572 GW ;57889-A 250 I I i i 1 �3) --{ r^2.062 yE! i' DOOR BOTTOM RAIL 'y'I OUTER HINCf: 125 -_'-I' 19i TM-29236 -. 675 Yni' DOOR JAMB/SIDELITE FRAME .062_ '.125-. --J, I`II o x SA5499 HINCC PINS \\ 1.000 ^� 1.376 �( LM1 1750 ..062 625 ,zfl� STD. SI�L579ADAPTER •Sr T/7�-� MID RAIL CORNER CHANNEL i V T- .;6L4=6 �J1 [_.093.093 + -L f �------3.681---•- 655LOWI ^•(nom 2 7. 5 t,s o6X THRESHOLD t-I.ssa- ' "i� 1.030 L_I i zip.-m �r z 1 -.os2 1.275 ( 3 Z4� ...000 4.090-•-,._--i A93 �HINCE GW .250-t- .tl29-^I Z Q. -/To% 1/2" �_ HIGH SILL ADAPTER �- -1.665 ii 0 W DOOR HINGE STILE F.H. SMS .2g, ter+ d _J (5) TM-32995 / TM-193 -_ .562 0 f' 1--X157-y I ,125 INSUL. CLASS PANEL ADAPTER i .......1 II 2.000 1 I 4.530 TM-194 i 4.059 09J 1930 o y �• I i DDOR TOP/BOTTOM RAIL }� `� � 00 I I � L. 1.595 �6} TM-32994 I .._-.-..-._._..._- N 3.500 o I 7.669 tl25 L- I g Lgx -.187 .554152 L [syt I I 2.0140 °° ° S �� OOO I T- F - t._._ - a 1 ° 2.00D S 4.00D--41 •I F1.57a-1 FRAME SILL STD. 'H' MULLION 1 075 ° t Y`• ( ) r;"^� sal covER 1�--� �.. .625 BA5J97 (75i IM-121A �' TM-160 •- 4.D00 ("---2.625--•i iri .375 2.126 G-- _ c. ( , ACTIVE LEAF LOCK STILE c o� 4.' TM-172 '8� BUTT HINGE cl WEATHER-STRIP ADAPTER '062- GW-31826 t40 097 13.790--- 999APT 4.00Dr--yyI.za7 LI 2. -z �- -fes �u+9e'•• - I I`, .715 050 1.750 1.554 '�0 125 1.988 •1B6 .0629 Na 70S9Q _ I E�-14. �•i 1.799 1 .625 I I II- ---4.000 ^^-2.Ot t 779 �" 1.750--1 8 OF ///LLL ( no. � ACORtfl�.•'• lam;` drawing ' '' W15-30 SIOELRE GLAZING BEAD (LAM. CLASS INACTIVE LEAF LOCK STILE , REINFORCING BAR ALT. DOOR JAMBE SIDELITE FRAME ALT. FRABA BMAE COVER FL #17©60 /ONA�„ �` heet T2 0l jg TM-157 S4Ai TM-36048 TM-182 . . . . . . . . . . . . ... . . . . ... ITEM y PART/ QUANTITY DESCRIPTION MATERIAL MANE./SUPPL[n/REMARKS 1 TM-099 I FRAME HEAD 6067-T - jj'.rj f! aII© 1 BA5797 1 FRAME SILL (STD.) •-•_V• 16�G7 jfi •- •• • _• _• ��.__l i'' - 2A e970KB I LOW THRESHOLD • • • 6063-46 •- • • • • � _i BA5499 2 FRAME JAMB -._......�.�._0�1p, 6067:TFS - 0 000 0 — 0 � SA BA AS REOD. ALT, DOOR JAMS/SIDELJTE FRAME 6063-T6 - 39 BA �. _. AS REDD. ALT. FRAME COVER-.._.,�,. 6053 TO .._. Q g ,o) 4 TM-172 ^�1_ ACTIVE LEAF LOCK STILE -_�_ 6067-T6 - -- '. 1%0 • f'• M__ iN-38048 _T 1 INACTIVE LEAF LOCK STILE _ _. ___• 6J 1_.•.__•_.•._ .-•._._ �. y`7 _ V 5 TM-72995 1 PANEL HINGE __4 TILE _ • __•465-,6 t • • •• _ • Q,' -__ I TN-32994 1 PANEL TOP/BOTTOM RAIL -_-__- • •8 }-6 •.-.•_-�__•-_ _ r" _ 7 GW 31626 4 WEATHERSTRIP ADAPTER •• 63_7 EN OF m ; .__•- O• ��V��S /BOTTOM) 6 -tl FOIr II J/LEAF DW46_ BUTT MINCE 6SULLIVAN h ASSOC Q K< PNOT HINGE 6063176 LOIRA -, -• 0 d n I 9 GW30769 AS REDD SIDELITE HEAD/SILL 6063-TG 10 GW 32222 2 DOOR LOCK INSERT 6063-T6 LOCK 5711E Q W 3 116 21 t l GW34_808 2/LEAF PRESSURE PLATE-TIE ROD ALUMINUM 4"LONG LL?tlrynl 12 FB ,1202 Z/LEAF+ FLUSH BOLT ASSEMBL7_y- ^•� �•_ALUMINUM SULLIVANk ASSOC +- Q W / t5 TM 121A AS REDD. H.MULLION 8063 T6 16 _ 32001 AS RED•0. FOAM FILLED BULB W'SfRIPWNG 187 X 250 7-SLOT FRAME TOP CORNER tw '32 084 As REo'D.-NULn FLAP fova,ruuD euLe w'sTRIPnNc _ - Iii n -- SID LTi CORNER _168 32011 AS RCO'D. FOAM FILLED BULB WSTRIPPIHG -� - _ .187 X 350 T-SLOT -— _ ._---- --- . ._ 17 fBGF ?/LEAF fWSNBOIT CUOE.IOCN SDLE ENDS (TOP/BOTTOM) 8063-Te M&M FUSTICS I ' 19 TM-29236 1 PANEL BOTTOM RML 6063-T6 - ..._ _..._......__. ._-_--_ .!I I-- _.._--, _ __-.. �. 20 - i AS REOD. /10 x 1/2'F,H. UNDERCUT SMS. STEEL AT HIJ H BOLTS ._ _ _ 3 t C:) v II - 2/LEAF 1/2'o THREADED ROD, WASHER A NUT STEEL TOP/BOTIOM END.RULS 21 r - - OEAO UCLi LOCKWG HAHpLE KWtK SET _ • MULTI POINT LOCK. - -- ACTM LEAF 41 rRp1A BOTTOM g�I Q ) 3 6 OUST PWG(OPTIONAL) PLASTIL. DOOR JAMB W9TALL $CREW HOLES VI AS REOD.... X10 1 P N SMS (ASSY $LX[W) 51 EEL • DOOR FRAME MEMBERS/MULL CUPS BA5798 Ati REDO. i STO sq ADAPTER 6083-75 __�.._� I ❑'- m I --1 II _e0.._._.BA._.._ .!�NEOD; MICH SILL AOAPTEP (USED w01!51[).SILL)_-... 6067-TSI _ ..... f�I'3 3 O z 7D nJ Tao i SILL COVER - ---- 8063-T6 ^_ z a w I 31 1N 182 LOCK 5'llE RELNFDgCEA1FNT rgG3-T6 _ I O O TM 157 - < _ SIDEl1IE GIBING BEAp(UM_CUSS) - 6063-i6 SIDE LITE GUDNC PERIMCTER___ ,_�•f" a 35A - V 4 �SIDELITE GLAZING BEAD(715N_ UM CLASS)_ GOGT-TG SLOE LITE GLAZING PERIMETER ='=S AOOR -AF CORNER n TM-15SA oP aI AL o PANEL GLAZING BUO eoe7-T6 - I ]8 TM-194 - Ti INSUL. CLASS PANEL ADAPTER_ 8063-TS 39 _ AS REDD. SE TING BLOCKS (1/6" LW4C) -_-_- EPDM DURONETER BOt9 SHORE A _ I' DOOR COMPONENTS ci 26 ul � 1 iE c M� Y6 �• H I o } No.70M B Growing no. FRAME BOTTOM CORNE MIO RAI � AS �LD�•�G`` W15-30 $ ORM R i,g/ :`D SINGLE DDDR W/S.H.WDW. FL #17860 „nl1LIL sn6ei f 3°I i . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . ... TYPICAL.ANCHORS EDGE 01ST._ i-SEE ELEVATIONS ! f t%I 3t FOR SPACING ! • • •• • ••>r . ALTEROR LOCATION NATE • • • • • • •• • • • 1Y �Y��'7 •�j `.ANCH • • • • • • • • i —L6il 00* 24 •• • • • •• ••• ••� so I61 •SIII EEI I-1ONSFN SMS rFOR SPACING , J. ci to II ' I I •EI M�i I r� 114 ,o O W OR m = _ Is 1 ri W 4 I 1 !I I 'O I 29 SINGLE (X) OPERATING UNITS W/ S H WDW o e. 10 X 1-1/2"FH SNS 1 ;� —. 16 i 111 111 IJy • i SEE ELEVATIONS L Dl' I 1 112 J FOR SPACING _% 1 i vii `�`�vpD .:µ i�� ' NO.7IM .' ° £T-OF (drawing no. � STYPICAL ELEVATIONS %iZ` on�o� `��. ; W15-30' (� EDce o1sr. —i FOR SPACING HI—THRESHOLD OPTION FL #17860 'J�OIVAL 111` / n n 11 sheet 14 of 18 . . ... . . . ... . . ... . . . . ... '00 Soo 0 3/9`MAX. i • • • • • •• • • 1 Rzi SHIM • • • • • • i/10 X 1-1/2`FH SMS 1•• •�• ••s ••• •is iSEE ELEVATIONS 3/8`MAX,R SPACING �' SHIMJ. 28Y\"D DUCK 1 3 \ DR/ •• • • • ••O.l DDG. •• •• L1 wowSt(tUCiUR3�// : �•— • • • f • w • • •• TYPICAL ANCHORSP ••• • • • • •• • im 0, 7,t 12. 4FO E ELEV. • • • • • •• • • a / 16 R SPACING • • • e • • • , • Q d 14. , i• . . • • ••• •i �$ 21 16 ` 9• QW.1f 6XTER10H TYPICAL ANCHORS \ �`S 5 FORSEE ELCV.SPACING \"�R D.L. OPC. (FIXED) I O HINGE OPTIONS ^^ LEAF WIDTH SHEET 5 ' 01 n - — 40 a DOOR FRAME WIDTH I p v I_ SEE SHEET SK OPTIONS W I QS 3/SHIM i e i C 11 ^1 3/8"MAX. T O N m 1 - �� SH;M �1 p•- 7 I _IBy ?1.30 v METAL 3 WOOD DUCK SIRUCTURE \ -----'-'-4 ACTIN' LEAF ` L i a TYPICAL ANCHORS 16 { SEE ELEV. 16 �— FOR SPACING. xa + o 21 TYPICAL ANCHORS SEE ELEV. 5 V ` e �. .., EXTERIOR 0. FOR SPACING D.L. OPG. LEAF WIDTH FRAME WIDTH ,t11 ulrr� .......... � e SINGLE (X) OPERATING UNITS W/�H. WAW. ' No.70SYQ 14 .;YOWO Browingno. "gip W15-30 FL #17860 � �ONAI �: sheetsoiie . • ... . . . ... • . . . • . . . . . . . .•. . . . . ... ITEM/ PARTS I READ. ;DESCRIPTION I • • MATERIAL yK1F./SUPPIR/Rr✓1S *.0I�a pi (-1.837 L1 GW-31798 _ 1_ FRAME HERO • • •• T6 '(a 70 796 .062- __. _._ __•._...•__..�.�• .. • • • -• _•_._... �I n+ F �'" 2.I IM-117 2. FRAME JAMB._-. •_^.,-__ • • _.• �063•TB -• • • - ---""` �I .887 .062 _�. T.-_-_. 7 130 r 3.1 1 FRAME ;11 • • • i T6 -•-_�-.•_-� Z �3C! .375 ._ ___.. _..__ .-_._._ _ ...._•__..�.••__. .677 7=T .__._....••• • Q W �1 L .625 .8i6 -�-i 4.1 CW-36123 1 FO ED MTG.RAIL 6063_T6 _ 7 - _._ m E 250 5.7 I'M 7 J 1__ STD.VENT TOP RAIL 6063-i6 - g 1 6.1 _ _.TM-112 _.._I-- VFNT N0170u RAN . 6063-76 .----..-�_-`-. - 0. o� _ .-7.1 GW-31802 -.._2 VENT JAMB •• • • T'--••1-'-••_._._ 4s V+ FRAME HEAD '�7•i FIXED RAIL REINF. (; `�-- _..v.•.._�!. • / GLASS STOP ANGLE _8.1 TM-IIS N7- SPRING LOADED EGRESS LOCK O 8"*OM ERS R763h6 -• •• • �,p 9A.1 - Z 147 IATCH LOCK O V FROM ENDS •-• _ •CA`s -• • • .. [2/"' _-._--, . ____ _ _7501- 91 - S REDO. GLAZING STOP ANGLE •• • AL ANUM -• •••'•• -'-� _._ ._._. _ - a 10.1 - Z VENT SFOP(5-1/4"IONC) --_-PtpyilC- -_ __...._..,......_..__. _ __ 7C 71.1 2 SPYtAI CE CALDWELL _._.._..__..__.-._.. ........__._ . __�-._ _-_._...._..____..... IyD�b Q .095 12.7 - 4 VENT GUIDE" PlAS71C - K 4 N 1.000 -..._..._ ......�____...... .-.._. a 1.. 2.541 13.7 WV-3015 AS RCOD. RULB WEAIHERSTRIP -..-.._^- .VMy� Q w yj Z 14.1 VIA}201 AS REOD. FIN SEAL WFAIHERSIWP WOOL - �------ -_ IE 6 IO�V 1 u0 - _ ..____._.__....-._.-.__--_ Q YI5S 1-,140 ' 15.1 W43371 AS RE00. FR4 SEAL.WEATHERSTRIP "- 22- 1.563 OOL _ .937 =- _. ._,_._..__... .. ._. i I 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CBS --_ '-_1.561 -4 .-.-,-__. .,_-.__.__,__..__,- �'10• I"P.H.SMS r-1 FI1(E0 RAIL REINFORONC ALUMINUM FIXED MEETING RAIL '16.ii DOOR STILE REINF. Ie.1.... - DDDR STILE REINFORCING - .ALUMINUM I I S.H. WINDOW COMPONENTS 1--1.750 •-•-J� 659 R, „` 0 .��.. .940 I-_ 1 ___ �; I rl 1---. -4. 1-75 .750 - _^ .062 1 + J tai� t 125 1 }-- -.0 8._562 7.043 j:: 7 D S OO N DO I 1750 ��Z 0 z a '7.F, SASH SIDE RAIL 3 Z Q v a STD. VENT TOP RNL + t .967 r^- 7 .977 VENT TOP CORNER I I T F _ I i .7b7 R 7.x75 _.9,a FRAME TOP CORN � I r .9 of .062 fi74 .055 I I 1 L 1.469- 6t7 mI i l�•i' FRAME JAMB SASH LATCH 1 _yI ---�I• .L 1 I !-"'��{ : ''``11T,fGENBF7j•, �i� m52.050 2.1.362 • I1� 626 ``JNn......'•060 .062 2.725 2.250 Na 76 662 II •1I1 ,I k1 i 1.937--1 I B• OF ;drowiny no. ! ...... '�',{� ' W15-30] ;6.1) VENT BOTTOM RAIL '3.i FRAME SILL FRAME BOTTOM CORNER +I d- VENT BOTTOM CORNER #17860--l' s3(�HAL Erni` -- `-! ITL 17860 7 1 sheet T6 of,6