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WS-16-1727Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -6-16-1727 Permit Type: WindowslShutters er m 1 tric Classification: Window/Door Replaceml Pennit Status: APPROVED Issue Da 6/29/2016 Expiration: 12/26/2016 Parcel Number Applicant 156 NE 91 Street Miami Shores, FL 33138- 1131010190060 Block: Lot: GWYN DAVIES Owner Information Address Contractor(s) FLORIDA WINDOW & DOOR Phone (561)340-4300 Cell Phone Phone Cell Valuation: Total Sq Feet: $ 8,462.00 1790 Type of Work: INSTALL 2 IMPACT DOORS AND 1 IMPACT No of Openings: 3 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $5.40 $2.00 $2.00 $1.80 $130.00 $12.00 $7.20 $160.40 Pay Date Pay Type Invoice # WS -6-16-60284 06/29/2016 Check #: 5974 06/21/2016 Check #: 5954 Amt Paid Amt Due $ 110.40 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 that all the foregoing information is accurate and tha -ll .rk will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to 434 ated.✓ irp Authorized Signature: Owner / Applicant / Contractor / A. -nt Date June 29, 2016 Building Department Copy June 29, 2016 1 Ol pR1I t(Q--5INl=1`1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 *BUILDING ❑ ELECTRIC ❑ ROOFING ElPLUMBING ❑ MECHANICAL El PUBLIC WORKS JOB ADDRESS: 156 NE 91 ST FBC 20( `"I Master Permit No. t4 i(-- Sub Permit No. REVISION ❑ EXTENSION ❑RENEWAL CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3101-019-0060 Occupancy Type: Load: Is the Building Historically Designated: Yes Construction Type: Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): GWYN DAVIES Address: 156 NE 91 ST NO X FFE: Phone#: 305-7514028 City: MIAMI SHORES State: FL Tenant/Lessee Name: Email: Phone#: Zip: 33138 CONTRACTOR: Company Name: FLORIDA WINDOW AND DOOR Address: 7108 FAIRWAY DR SUITE 120 Phone#: 561-3404300 City: PALM BEACH GARDENS State: FL Qualifier Name: SCOTT BERMAN State Certification or Registration #: DESIGNER: Architect/Engineer//:e� Address:/� 5 L.2 -r4 ve cc", tkprerrs Value of Work for this Permit $ $462.00 Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: J'r-a '7 5 /( 2 I .- fWc_'* c/ d90r's a�r/1� 1 (fM�e';►G f �iYi fiV Phone#: Zip: 33418 Certificate of Competency #: Phone#: ( c, , "&1 ' 0�044121CityDeei7'i ? P aJ,State: Zip: 33'1 yZ Square/Linear Footage of Work: 1790.00 Specify color of color thru tile: Submittal Fee $ SO ' 6) Permit Fee $ 130 •CD Radon -Fee $ oZ .00 Scanning Fee $ 12 IQ Technology Fee $ —7, 2 0 Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ CCF $ 5 . H O Co/CC $ DBPR $ ' Notary $ Double Fee $ 1.�i Bond $ TOTAL FEE NOW DUE$ Ind .4O 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 OWNER or AGENT The foregoing instrument,as acknowledged before me this \� day of \� l , &w1%.�` who is personably known to me or who h s produced '>2 W -' �LC'as identification and who did take an oath. ,20_ by NOTA UBLIC: AP Sign:_ �� Pri t: • --="7----''--- -_'1!_ -i'I„irf1 AURA M Ai Florida (Amy Public - Sta », My Comm. Expires Jan 26, 2017 ?sr+- **So Cc nrnission nal NotaEE 40Ass 7 a�41, ,1**h,wNNatio APPROVED APPROVED BY (Revised02/24/2014) .1.***** Signature CONTRACTOR The foregoing instrument was acknowledged before me this w day of V ✓h -e , 20 14. , by 5('..p' '' 'Pero -Jar) , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 7 o 1.0 * MY COMMISSION # EE 830795 EXPIRES: August 27, 2016 Bonded Thru Budget Notary Services ****************************************************************** LO Plans Examiner Structural Review Zoning Clerk - Corporate Office: 7108 Fah wayiDriveSiiite 120''• Palm Beach Gardens, Florida 334T8 • F: (561) 624-8037 ❑ (561) 848-7011 Corporate 0 (561) 340-4300 Palm Beach ❑ (954) 990-1800 Ft. Lauderdale ❑ (772) 621-5905 Port. Saint Lucie ❑ (305) 370-3770 Miami . ❑ (941) 225-7555 Sarasota ❑ (239) 687-7555 Naples ❑ (813) 475-7555 Tampa ❑ (321) 332-1237 Orlando www.floridawindowanddoor.com • CGC 1509450 Florida Window & Door ("Seller") agrees to sell and supply customer and customer agrees to purchase from Florida Window & Doorthe following windows and other materials and services on the terms and conditions set forth below. All items purchased hereunder are covered to the extent applicable by the Limited Warranty. Contract subject to measure, engineering, city approval and use of elevator to stage and remove product. FLORIDA Window & Door CUSTOMER INFORMATION Customer Name! glow!. J 4V/ 3 1 Home Phone Number (3 91 715-') — 4i' ©2. X Job Address Street: bc6 N e 9/ / City: /1J /Rill 1 5,),Deg5 State: r L Zip: 3 - Billing Address Street: City: - - gyp: State:. .:.i Mr. Cell ( ) Mr. Work ( ) Mr. Email U 4)A -Y ieS G.) P/L'- e40 Mrs./Ms. Cell ( ) Mrs./Ms. Work ( ) Mrs/Ms. Email HOMEOWNER INFORMATION (MUST BE COMPLETED) Type of Home: 0 ' ouse 0 Condo ❑ MHC -- . `IN�STALt,ATIOr CNE KL No verbal agreements are recognized. All terms must be in writing on the contract and specification sheet. 2 Contact Info....We require at least 2 telephone numbers and an email address from every customer. Please agree to provide this information and the best phone numbers to contact you during working hours (9-5). 3 Project Coordinators....You will be assigned your own Project Coordinator who will be responsible to schedule the dates of your measure, installation and municipal inspections. Your Project Coordinator will contact you prior to your installation and let you know the time your Crew is expected to arrive within a four hour timeframe; for example 8-12, but it does vary depending on job location, traffic and material pick-up. 4 Installation time is approximately 6-11 weeks from date of measure. In the event in which a Home Owners Association (HOA) approval is required the installation will approximately occur within 6-11 weeks of "Seller" being notified of the approval by the HOA In writing. Should contract include special order items, patio enclosures, construction, Historical Board Approval, architectural renderings or site specific engineering the approximate installation date will be within 6-11 weeks of approval by the municipality. 5 Installation Cates are weather permitting, we use local weather reports as our guide due to Installation teams using power tools. We use are best judgement to ensure the safety of our Crews and Staff. If your installation is cancelled for any reason other than weather we will gladly issue you a credit of $100.00 for your inconvenience. 6 d' A responsible adult 18 years or older must be at the installation site at the beginning and 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 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 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, 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 schedule of the job. 7 Installation Team....We only use authorized Florida Window & Door installers. All work is guaranteed by Florida -Window w & , y sr Door, sc you aver have ,:, :a„y. 8 Power....installers will need to use your electricity. They do not carry generators. I agree to supply access to my power. 9 Children and pets....Please provide a safe location away from the area during the installation 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 iti Your project coordinator will notify you if this happens at the start of the job. 11 We will obtain all necessary building permits, site specific engineering and information as required by the municipality. The Ownerwill be responsible to sign, notarize and return all permit documents and to provide the Home Owners Association contact information and when applicable assist us is the submission of the application to the Association. Homeowner acknowledges that the length of time to manufacture the product will be dependent on the timely return of the documents, the Association approval and the permit application being approved by the municipality. Any delay associated with the owner failing to return or provide signatures or other necessary information shall not be the responsibility of the "Seller." 1 Financing....lf you are financing your balance, Florida Window & Door's finance department will notify you when your loan is approved. We will work hard with the finance companies to get your loan approved and sometimes the terms will change. The finance company may also E ask you for additional information .nd your coopc.iation will help speed the prnress. If any Community Name: Management Company: Name: Company Phone: Name on Credit Card: � AEex — y CUSTOMER AGREES TO TERMS OF PAYMENT AS FOLLOWS: 1/ g C Job Total '` $ gf��J,'2J 50% Down Payment $ 40% Payable on Product Delivery $ Balance Due Upon Percentage of Completion $ g /6 �1 Permitted Hold Back Pending Final City Inspection ($200.00) In the event of a mathematical error, the prices printed on the contract are the actual prices to be charged. DEPOSIT/FINAL PAYMENT IN THE.. FORM OF: ❑ Cash ❑ Check# U Visa ❑ Master Card Our Installation Teams do their best to avoid damaging your flowers, trees and bushes but occasionally it does happen as a result "Seller" will not be responsible tor any damage to any landscaping. Name on Credit Card: � AEex — y Credit Card#: Exp. Date: CPU Code: Your final check is your receipt 3UYER'S RIGHT -P3 -C N EE:: Thesis a home solicitatiairs—ale,:lr>rtif yoisdo not waiihthe goods or -- services, you may cancel i is agreement by providing written notice to the seller in person. by telegram, or by mail. This notice must indicate lhdt )-on do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement the seller may not keep all or part of any cash down payment." THIS CONTRACT CONSISTS OF THE FRON I AND BACKSIDE OF THIS PAGE. IN WITNESS WHEREOF the parties have here unto signed their name(s) this 23 day of 3 201 Owner(s) agrees that this Agreement, front and reverse, constitutes the entire understanding between parties, and there are no verbal nderstandings changing or modifying any of the tering of this Agreement. This Agreement may not be changed or its teens modified or varied In any changes are In writing and signed byball Oirer(s) and the Contractor Owner(s) hereby acknowledge that Owner(s) has read the front , reverse of this Agreement and has received a completed r Mid dated copy of this Agreement including the two accompanying Notice Ca .: anon loans, on the date first written above. Owner(s) also • i !If Aar Ne or she was orally informed of his or her right to cancel this y unless such Owner Owner Salesperson (Please Print Name) Location EXT. LEAD SAFE PAINT PRACTICES LEAD SAFE PAINT PRACTICES I/we hereby acknowledge receipt of a copy of the pamphlet, "Renovate Right: Important Lead Hazard Information for families, child care providers and schools", informing me/us of the potential risk of lead hazard exposure from renovation activity u be performed in my/our horse. I/we 'received this pamphlet before -the work began.. is Init Init Li Customer elects reduced warranty option for a term of _.._ _years. Our Installation Teams do their best to avoid damaging your flowers, trees and bushes but occasionally it does happen as a result "Seller" will not be responsible tor any damage to any landscaping. 14 Dumpster/Storage... Under no circumstances do we leave job debris on your property. We remove everything for safety reasons. Please do not ask our representatives if you can keep scrap. Dumpsters are not for customer use. We must be given a suitable place to work and store material. In the rare occasion, that there is not storage or work area available we will utilize storage containers but that will be done at additional expense to you. 15 , Wood....We do not replace the wood framing or stops around your windows. We reuse your existing ones. It's better for the environment. These items are available for purchase if you would like to add them to your work order. 16 Construction Concerns... We do NOT do any painting or wood staining. Sometimes plaster may crack during installation. We will repair with first coat of mud and sand smooth. You may have to do touch up painting and light sanding after we have finished. During the installation some minor stucco damage may occur. We will repair the stucco and prepare for paint, but will not paint the stucco. 17 Grids....lf 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 you want. 16 1 1 Screens....iialf`screens are standard on our windows. . I 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 to work. We DO NOT take down or reinstall any window treatments. In the event window treat- ments are not removed we take no responsibility for their condition after installation. Most win- dow treatments will fit atter installation of new windows and doors but this is not guaranteed. 20 i 1 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 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 Homeowner to replace all flooring and fill any applicable installation holes. 21 Alarm contacts....will not be reconnected. We will leave the wires exposed and *OW alarm company will need to come out and reconnect them. As you must be a licensed alarm company to work on alarms. 22 • ', _ .I understand -the details and Amaframas as outiined:in. my Installation: Ghtlq:d1 ttind- received a copy. Please start my order in accordance with the timefrartla provided. LEAD SAFE PAINT PRACTICES LEAD SAFE PAINT PRACTICES I/we hereby acknowledge receipt of a copy of the pamphlet, "Renovate Right: Important Lead Hazard Information for families, child care providers and schools", informing me/us of the potential risk of lead hazard exposure from renovation activity u be performed in my/our horse. I/we 'received this pamphlet before -the work began.. is Init Init Li Customer elects reduced warranty option for a term of _.._ _years. Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/index.html#/reportlsummary OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3 1-019-0060 Property Address: 156 NE 91 ST Miami Shores, FL 33138-2810 Owner GWYN DAVIES Mailing Address 156 NE 91 ST MIAMI SHORES, FL 33138 USA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,790 Sq.Ft Living Area 1,398 Sq.Ft Adjusted Area 1,594 Sq.Ft Lot Size 10,125 Sq.Ft Year Built 1952 Assessment Information Year 2015 2014 2013 Land Value $164,192 $136,570 $91,303 Building Value $110,942 $108,073 $108,073 XF Value $1,445 $1,465 $1,485 Market Value $276,579 $246,108 $200,861 Assessed Value $203,435 $201,821 $198,839 Benefits Information Benefit Type 2015 2014 2013 Save Our Homes Cap Assessment Reduction $73,144 $44,287 $2,022 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description EL PORTAL SEC 2 PB 9-115 LOT 7 & W1/2 OF 8 BLK 7 LOT SIZE 75.000 X 135 OR 19472-1943 01 2001 1 COC 22290-4092 05 2004 1 Generated On : 4/11/2016 Taxable Value Information Prev'ous Sale 2015 2014 2013 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $153,435 $151,821 $148,839 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $178,435 $176,821 $173,839 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $153,435 $151,821 $148,839 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $153,435 $151,821 $148,839 Sales Information Prev'ous Sale Price OPage gook Qualification Description 06/29/2013 $125,000 28715-3288 Corrective, tax or QCD; min consideration 05/01/2004 $292,000 22290-4092 Sales which are qualified 01/01/2001 $162,900 19472-1943 Sales which are qualified 03/01/1998 $123,500 18040-3790 Sales which are qualified 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 Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govinfo/disclaimer.asp Version: of 1 4/11/2016 2:24 PM Miami -Dade County, Property Appraiser's Office : Sketch http://www.miamidade.gov/PAPortal/PropertySearch/Sketch.aspx?Fol... IMPORTANT MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collectors website (http://www.miamidade.gov/taxcollector/) directly for additional information. Folio: Address: Owner: 11-3101-019-0060 156 NE 91 ST GWYN DAVIES (https://www.facebook.com/MiamiDadePA) (https://twitter.com/MiamiDadePA ) Building Sketch Viewer Actual Area: Living Area: Adjusted Area: 1,790 Sq. Ft. 1,398 Sq. Ft. 1,594 Sq. Ft. Building Number: 1 of 1 Roll Year: 2015 Previous Next 38 i 16---- 14 1 1 12.0 1. XHT GRU 2 OPU E • XHT : Extra Height • OPU : Porch, Inserted • GRU : Garage, Unfinished Click here to see all Sketch SubArea Descriptions(http://wwwmiamidade.gov/paAibrary/sub-area-descriptions.pdf) Generated on: 4/11/2016 1 of 3 4/11/2016 2:25 PM Opening 0. Omit (Not Replacing) 1. X Outswing Door (Series 1800) FL 18394.1 2. X Outswing Door (Series !800) FL 18394.1 3. XOX Horizontal Sliding Window (Series 1600) FL 18392.1 • • • • • • • • • • • • • •• • • • • • •• • • • . • • • • • • • • •• • • • • • 000 • • • • 000 • ••• 4' • •• •• ••�• •• • MRH 1 •• • •• •• • •• • • •• •• •• •• • • • • • ••• •• •• • • •• • • ••• ••• ••• • • •• • • • •• ••• •• • • • • • • • • •• • • • • • - Miami Shores Village e AnPliQVrD ZONING DEPT — r`D' DFnT IAfl ANDCC,,r v,I Family Room Bedroom Bath Room E L Bedroom 3 (93 x 62 ) TSill Ht. 24" BY Living Room 0 1x1 Main Door Egress 2 (35 x82) Kitchen Garage 1 (33 x 80 ) 0 v 14§- t 0 0 LL co O m rn � LL G/ C > >L R 3 F m L m o• _ r\ a Gwyn Davies 00 4) M M J (75U u 01 N IJJ 0 z_c CO LOT_ E c 00FM10WE-1. WOOM SCALE: NOT TO SCALE DATE: Jun 14, 2016 AGE DESCRIPTION Site Plan AGE OF ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354-0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads - Components and Cladding 5th Edition (2014) Florida Building Code Site Information Owner: Gwyn Davies Wind Speed (V): 175 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 0.85.5 ASCE 7-10 Ch. 30.3 .1 Table 303-1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: Building Classification: Int. Pressure Coef. (GCpi): ASCE 7-10 Table 26.11-1 Mean Roof Height (h): 14 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 38 ft. End Zone Distance (a): 3.8 ft. II Enclosed 0.18 Prepared in accordance with: ASCE 7-10. Section 30. Wind Loads - Components and Cladding 5th Edition (2014) Florida Building Code © 2016 E-Tempest.com ID: flwindowdoor-P4032 06/14/2016 Page 1 of 1 • •••• • • • ••• • •• • • •• • •• •• - • • • •• • •• •• •• • • •• • - Design Wind Pressuine•(IlMar•.4 PM11ti14SCE7-10, Ch. 30.4.2/30.6.2 h<_60 ft. h>60 ft. Max Positive Pressure (p'hynx- • fa •- • •• 44 Max Neg• ative Prr3ssure•(PMAxt • • PMAX+ = gh(6C GCppos + GCp) PMAX+ = gh(eC GCppos + GCp) • • PMAx- = gh(ec GCpneg - GCp) • .• Device Calculations:AscE 7-10, Chapter 30, All Subsections PMAX- = gh(8G GCpneg - GCp) # • Sfz1 • ..7„:1. (W x tin • he 619watigr� - (ft)• • Area (f2) Areal (ft2) KZ qz GCp+ GCp- Pma.+ (Ib/ft2) PmaX- (Ib/ft2) 1 Sex $0: • • t rid ; :..7..• 18.33 14.81 0.85 56.57 1.0 -1.3 38.5 -50.5 2 35 x 82 End 7 19.93 15.56 0.85 56.57 0.9 -1.3 38.3 -50.0 3 93 x 62 End 7 40.04 20.02 0.85 56.57 0.9 -1.2 36.4 -46.4 1. THIS INFORMATION S INTENDED TO PROVIDE DESIGN PRESSURES FOR THEPURPOSE OFTHENSTALLATION OF GLAZED UN RS 6OPENNG PROTECTION AS PROPOSED AND PROVIDED BYOTH ERS NO ERTFICATON.EITHER EXPRESSED OR IMPLIED. S OFFER ED AS TOTHEVALIDRY OR AFRICAN -RV OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH TH ESE PRESSOR ES ALL PRODUC TS SHALL BE N STALL ED N STRICT ACCORDPNCEWITH I VALID FLOR IDA PRODUCT APPROVALS AND MUST MEET THESE PRESSOR ES FOR THE GIVEN SET LIMITATIONS. 2. NO CER TIFC ATON OR REVEW COFFERED THAT THE PROPOSED UNITS MEET ANY EGRESSREOUPEAIQITS. ALL EGRESSSSU ES ARE TO BE ADDRESSED BYTHE PER MTRNGC ON TRACTOR AND THE LOCAL BULIMIC OFFICIAL. 3. THE HOST STRUC TURE S ASSU MED TO BEADEOUATE TO WITHSTAND THELOADS IMPOSED RYTH6 DESIGN AS WORK REPLAC ESEXSTNG FR MANG. OR OPENINGS DESIGN EO AN DC ER WED EVAN ENGINEER OF RECORD (EOR). THE CONTR ACTORRUL ONO OFFICIAL SHALL VER EYTH AT THE SU BSIR ATE EXPOSED DURING WORKSSOUND FOR INSTALLATION OFTH S SYSTEM. F DEFC ENC ES AREFOUN D N THE EXSTNO HOST STRUCTUR E, THE ENGNF.ER OR THEEOR SHALL BE NOTFED BEFORE CONTNU NG CONSTRUCTION AND RESERVES THE RIGHT TO RE -INSPECT AND REEVALUATE DESGN.NO W ARR ANT Y, ERN ER EXPRESSED OR FARED, SCONTAN ED HEREIN. 4. OBENSANS ARESH OWN TO LLUSTRATE DESIGN FORCESAN D OTHER DESGN CRITERIA.TH EYMAYVARVSL DH TLY. TO THEEXTENT THAT THE OPEN NG AREAS NOT SMALLER THAN 5%0F THE ENGINEER ED DESIGN. CONTRACTOR STOVER FY ALL FIELD DFBI SANS PROR TO NSTALLATIDN. 5. ENGINEER SEAL AFFDED HERETO VALOATESSTRUCTUR AL DESIGN AS SHOWN ONLY.USEOFTH S SPECFCATAN BVCONTR ACTOR. et AL NDEMN FES P.SAVES HARMLESSTH SENGNEER FOR ALL COSTS DAMAGES NCLU ONG LEGAL FEESB APPELLATE FEES RESULTING FROM MATERIAL FAIR CATION, SYSTEM FA ECTDN. 8 CONSTRUCTION FRAC TIC ESBEYOND THAT WH CH SCALLED FOR BY LOCAL. STATES FEDERAL CODESB FROM DEVIATONS OFTHS RAN. 6. ENGIN EER NG EXPR ESS HASNOT VISITED THIS JOBSITE NFORMATON CONTMI ED HEREIN ERASED ON CONTRACTOR SUPPLED DATA AND MEASUREMENTSENGNEERNG EXPRESS SH ALL NOT BEHELD RESPONSOE OR LIABLEEl ANY WAY FOR ER RONEOUSOR INACCURATE DATAOR MEASUR E4ENTS. WORK SH ALL BEFELL, VER FED PRIOR TO C ONSTR UC TIDN.ENGN EER NG EXPR ESS SH ALL BE NOTFED AND GIVEN MI OPPORTUN RV TO REEVALUATE OUR WORKUFON DISCOVERY OF ANY NAG UR ATE NFORMATON PRIOR TO MODFCATION OF EXETNG FELL, CON ORIONS ANO FABR C AMR AND INSTALLATION OF MATERIALS. 7, EXCEPTPSEXPRESSLY PROVIDED HER E N.NO ADITDNALCERTFCATANSOR AMR MATIONS ARE INTER DED. • ALTERATANS,0000ANS. OR OTHER MAR KN GS TO THIS DOC UMENT ARENOT PERMITTED AND N VALID TEOUR C ERTFCATDN• JEFREY FRIANT, F.E. , FL PE70' 016 C OF Al1Tk1 #5385 WITH RAISED ENGINEER SEAL VALID FOR 1) JOB ONLY Florida Window Door 7108 Fairway Drive Palm Beach Gardens, FI 33418 561-340-4300 Comparison Chart Miami Shores Opening # 1 NOA/Product Approval ! Size W H Opening Design Pressure 1 FL 18394.1 i 33 1 80 2 i FL 18394.1 1 35 82 3 1 FL 18392.1 i 53 ! 62 Gwyn Davies 156 NE 91 Street Miami Shores, Florida 33138 Product Design Pressure Opening + Type irk 38.5 50.5 _ 65 65 OS 38.3 50 65 36.4 1 46.4 87 65 OS 87 HS • .•• • • • • • • .••• •••• • • • • I ! ? • •••• • • • • •• •• •• • • • • • •• • • • • • • • • • • • •• • • •••• • •• • Opening Type: SH=Single Hung, HS=Horizontal Sliding Window, OS= Outswing:Door, CW=Casement Window FW=Fixed Window, SGD=Sliding Glass Door �• • • • • • • •. • Florida Building Code Online PLQOIOA DGPARTMLNT OF Business & Profession Regulation Florida Departmento Busines Professi Regulation BCIS Home I Log In ;rtrou r.z; Iv ulv NrquIm,te, OFFICE OF THE SECRETARY IUser Registration Hot Topics : Submit Surcharge I Stats & Facts Product Approval USER: Public User product Aonroval Mena > =le or_Aoollranon Search > /Igylication List > Application Detail FL X Application Type Code Version Application Status Comments Archived k.� Page 1 of 2 FBC Staff I SCIS Site Map I Unks Search Product Manufacturer AWP Windows and Doors, L LC/ formerlyirullte Address/Phone/Email Authorized Signature Technical Representative , Address/Phone/Emall •••• 8130 NW 74th Ave • • Medley, FL 33166 • ••• •••• (305) 887-2646 • • • gberos@awpllc.com • • • • •• • Gerardo Beros gberos@awpilc.com • •••• • • •••• • • •• •• Quality Assurance Representative • • • •Address/Phone/Email • • • • • •• • •••• Category f Exterior Doors \ • • • • • •• • Subcategory \ Swinging Exterior Door Assemblies - • •• • • • • • •• • • • • • •• • • • • • • • •• • • Compliance Method Florida Engineer or Ardt4c: Name who oeveloped the Evaluation Report Florida License _ Quality Assurance Entity Quality Assurance Contract Expiation Date Validated By Evaluation Report from a Ronda Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Javad Ahmad PE -70592 Nati• al Accreditation and Management Institute Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence fL18394 R3 COI SS - Franch Doors (LMII-CI 2014.od( Referenced Standard and Year (of Standard) Equivalence of Product St-n,dards Certified By Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 Sections from the Code Product Approval Method Method 1 Option D httnr//www_flori dabuildinQ.ors/t rim aro dtl.asnx?naram=wGEVXQwtDquvosrHazGXQ... 6/10/2016 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approve! Date Approved 04/07/2016 04/13/2016 04/15/2016 06/08/2016 Page 2 of 2 Summary of Products F Mo i._ ' -+.. • h , Desc ion 18394.1 ries '1800" Outswing Aluminum French Door w wo Sidelites Large missile impact resistant aluminum outswing french door. _ mita of se Approved for use In HVHZ: Approved for use outride Impact Resistant: Yes Design Pressure: +65,-55 Other: See drawing W15-58 installation detail Yes HVHZ: Yes for span vs load combinations and Series "La Francais" Uutswing Aluminum French Door w/wo Sidelites Yes HVHZ: Yes for span vs load combinations and Installation Instructions FL18394 123 II SS - Series 1800 FD LMI W15-58.odf Verified By: laved Ahmad PE* 70592 Created by Independent Third Party: Yes Evaluation Reports FL18394 RI AE SS - 1800 French Door (LMI)-PAE 2014.odf Created by Independent Third Party: Yes Non -impact resistant aluminum outswing french door. Installation Instructions FL18394 R3.1 - . . r . - r r a •.• - t , , - r ,, 18394.2 Limits of Use Approved for use In HVHZ: Approved for use outside Impact Resistant: No Design Pressure: +70/-100.9 Other: See drawing W13 70 Installation details. Verified By: lavad Ahmad PE# 70592 Created by Independent Third Party: Yes Evaluation Reports FL18394 R3 liE SS - La Francais French Door (NI)-PAE 2014.odf Created b Independent Third Party: Yes Y • • • • •• • Cooled us :: 1940 North Monroe Sheet Tallahassee FL 32399 Phone: 850-487-18 •• •••• • • •••• • ••• • • • •• • • The State of Florida is an AA/EEO employer. Coovrlaht 2007-2013 State of Florlda.:: Privacy Statement :: Ace•esibiI1tY ent :: Rtefurr tatement • Under Florida law, email addresses are public records. If you do not want your e-mail address rele-rsed In response to a pui i racpras• i • R %quest, dditot lend ectronlc • mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.48713175 Pursuant% Seclol 455.275 • • • • • (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must pmvide the Department telttesidorsal address Ify have one. The • • emalls provided may be used for official communication with the licensee. However email addresses are public record. If you dopot wit to supplep..rsp461 address, please provide the Department with an email address which can be made available to the public. 'b determine if you are •ISensgebunder Chaps 353,F.S.,•please dick hare-. Product Approval Accepts: • •• • • sccurit 3 1!17t 1("N- Credit [_\ Credit C;:irri SAFE • • • • • • • • • • •• • • • • • •••• • • • • • • • • • • httn://www-floridabuildins.ora/or/nr arm dtl.asnx?naram=wGEVXOwtDquvosrllazGXQ... 6/10/2016 AL-FAROOQ CORPORATION IllsCONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 18394 Date: 04/04/2016 Detailed Product Description::' Manufacturer: AWP WINDOWS AND DOORS, LLC. Manufacturer Address: 8130 NW 74th AVENUE — MEDLEY, FL 33166 , Model Name: SERIES "1800" }ALUMINUM OUTSWING FRENCH DOOR 1N/W0 SIDELITE Maximum Frame Width: 39-1/2"L) 74" XX Maximum Frame Height: 95-3 f4" Maximum Load: +65 PSF. -65 PSF (Large Missile Impact) Installation Drawings # W15-158 ••... • . • • • . • •••. •.• . • •••• • •. . .• • • •••• •. • This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirefnents: •..' • The above maximum 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/I.5.2/NAFS-027IU8-2p2) ASTM E283 Air Infiltration Fenestration Testing 11/3/08 FTL-5701 Carlos Rionda, P.E. Leakage Laboratory, Inc. 9/17/08 FTL-5675 Carlos Rionda, P.E. 7/12/01 FTL- 2682 Luis Figueredo, P.E. ASTM E331 Water Fenestration Testing 11/3/08 FTL--5701 Carlos Rionda, P.E. OR ASTM 547 Penetration Laboratory, Inc. 9/17/08 . FTL - 5675 Carlos Rionda, P.E. & TAS 202 7/12/01 FTL - 2682 Luis Figueredo, P.E. ASTM E330 Uniform Static Fenestration Testing 11/3/08 FTL-5701 Carlos Rionda, P.E. & TAS 202 Air Press. Laboratory, Inc. 9/17/08 FTL - 5675 Carlos Rionda, P.E. 7/12/01 FTL - 2682 Luis Figueredo, P.E. AAMA 1304 Forced Entry Fenestration Testing 11/3/08 FTL-5701 Carlos Rionda, P.E. Laboratory, Inc. 9/17/08 FTL - 5675 Carlos Rionda, P.E. 7/12/01 FTL- 2682 Luis Figueredo, P.E. 9360 Sunset Drive, Suite 220 1 Miami, F1. 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com 1 alfar000@afceng.com • • • • • • • • • •••.. • • • • • • • FBC 1626.2 (TAS 201 & 203) Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) Large Missile Impact & Cyclic Fenestration Testing Laboratory, Inc. 11/3/2008 FTL — 5701 9/17/2008 FTL— 5675 7/12/2001 FTL — 2682 6/25/2002 FTL — 3389 Carlos Rionda, P.E. Carlos Rionda, P.E. Luis Figueredo, P.E. Edmundo Largaespada, P.E. L Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer: Javad Ahmad AI-Farooq Corporation PE 4t 70592 EB't 3538 SC\Y:\ussrs\veronica \StatewidePA Evafuatic s\AWP Windows and Doors, LLC\2014 FBC\1800 Fr Darr (LMI)-^AE 2014 doc •••• • • • • •••• • • • • •• • •••• • • • • • •• • • •••• •• • • • • • • •••• • •• • • • • •• •• • • • • • • • • • • • •• • • • • • • • • •• • • •••• • • • • • 9360 Sunset Drive, Suite 220 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcenx.com 1 alfar000@afcenR.com • •••• • • • ••• •• •• • • • • •• •• • • • • • • • • •• •• • • • • •• • ••• • •• • • • •• •• • • • • • • ••• • • • • • ••• ! )DORS/SIDELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS AF NOT REOUIRFO. RERIES 1Hj1) ALUM. FRENCH DOOR W/ SIDELITES APPROVAL AF?LIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH DR W1H0UT S!DELITES. SIDE 1ITES CAN BE ^N ON: OP BOTH OES OF'0OCE. _. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND 1F_,It0 10 COMPLY WITH THE REQUIRZMENIS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY URRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAUJC AND NON-COMPRESSIBLE MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION !N ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. 0' 37 1/2" MAX. 6 3/4" MAX. HEAD/SU. CORNERS DOOR FRAME WIDTH 1 _ • 3 'a ' - 1 P 1 = 4, bit] I I II.. •• . II / II 11 / 11 - rrr' .141/1® . // \ 1-.4... %Rr __ ,,pr, -nr -II :_ \ 11 1__ II -Il \ 11 ( pi \ 11 `� G� O i ! I .DYE 2J 7/8' MAX. I�-D.L. OPG. 3e" W.X. LEGE WIDTH CONCEALED FLUSH BOLTS SEE SHEET 5 FOR DESCRIPTION LYPICAL P_E1YAT1ON (x) _wail LEAF DOOR GLASS D.LO. DIMS. D.LO. HEIGHT (DOOR & SIDELRE) - FRAME HEIGHT - 13" D.L0. WIDTH (X DOORS & 0 PANELS) FRAME WIDTH - 13.625" D.LO. WIDTH (XX DOORS) - (FRAME WIDTH - 24")/2 CI ' 3/4• MAX. • • • • • • • • i 3/1" La*• • SI. • •C.., • • DOOR FRAME HATH • • •• •• • • 1,• • •• • • • • •3• • • •• • .• %II o 1_ O W i g 2 9 a i II.. •• . r•--- • • 1• •• F • ♦- • • • • • • •1`\ • • 4• • • /• •/ 0 •/ \ \ \ \ \ \ \ G •• U IP! \ Ip \_ •\SI-- it ,,,,(T, ,, // II �: 1 k 7- 11/ 1 J_c-= /- n / i� / it u $ o // AC1NE INACTIVE L "DOOR OPTIONS GLASS TYPES 'A' 'B' & 'L' 1 1Ii1 23 7j'P,• Et4Y.. D.L. OPG. III .14" MAX. LEAF WIDTH TYPICAL ELEVATION ( xx ) I)LTAI. LEAP IVO A- TMS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED BY THIS ENSURER 5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECFIC PROJECT; L.. WHORE THE SITE COMMONS DEMOTE FROM THE P.ED. B -CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON HIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. C- MS PRODUCT EVALUATOR DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MENS. 0- SITE SPECIFIC PROJECTS SFNU. BE PREPARED BY A FLORIDA REGISTERED DOWER OR M0FIECT VIM WNL BECOME INE ENGNEER OF RECORD (E0.E) FOR THE PROJECT ANO WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. ENGINEEP OF RECORD, ACTING AS A DELEGATED ENGINEER 10 TIE KED. ENGINEER SHALL SUBMIT 70 M5 LATTER THE SITE SPECIFIC DRAWINGS FOR RaGEW. E- THIS P.ED. SMALL BEM THE DATE AND ORIGIN& SEN. AND SIGNATURE OF THE PROFESSIONAL ENGINES/ OF RECORD THAT PREPARED IT. SURFACE APPUED FRSE MUM1N5 MAY BE USED 1 FL #18394 Sealed 4-4-16 • drawing no. W15-58 (sheet 1 0T15) • • .•• • • • • •• •• • • • •• •• • • • • • • • • ••• • • • •• •• • • • • • •• ••• • •• •• • • • • 38 1/2' MAX. DOOR FRAME WIDTH 6 3/4' MAX. HEAD/SILL CORNERS 8 O W CO �� it 1� •I • /• / © \\ \ \ eh 00 ib A •\ �, / n- I / Ir I Til )1ktR= __ // ® r-„ II 1 \I L__R__= \, il II� ®i \\ e. . . AC'NE 1 I 1 1 ACTIVE \ \ 24 3/4' MAX. D.L. OPO. 36' MAX. LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR CONCEALED FLUSH BOLTS SEE SHEET 5 FOR DESCRIPTION • • 0 • • g 34"QORNERS• • • • • 12 • • • •HEAT/SIL • • • y• r• • • 74" MAX. ... • itbR FRAME•4T14 • • •• • W ff \ e ..,. ►� .•/ •.•• �� © • /• / © \\ \ \ eh 00 ib A •\ •• )1ktR= __ // "\ 11 ap 1 / I-_1 l i h 7 N eD �[:: ® D — — AC'NE 1 I I K iv/ , T 1 1 1 SURFACE APPUED FALSE MUNTINS MAY BE USED DOOR OPTIONS GLASS TYPE `E" LEAF WIDTH GLASS D.L.O. DIMS. 0.1.0. HEIGHT (DOOR & SIDELTTE) _ FRAME HEIGHT — 13" D.L.O. WIDTH (X 000RS & 0 PANELS) = FRAME WIDTH — 13.750" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 24.50")/2 TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR 0. drawing no. W15-58 (sheet 1.1 of 15 sheet 2 of IS) • •••• • •• •• • • • • • • • • •• •• •• • • • • ••• • • •• •• • • • ••• • • • •.•• • •• • • • •• • • • • • •• 6 3/4' MAX. HEAD/SILL CORNERS 144" MAX. 12" MAX. HEAD/SILL 3' FRAME WIDTH 12" 3' 12' 23 1/8" MAX. D.L. OPG. 34" MAX. ��— LEAF WIDTH 23 7/8" -MAX. D.1. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( OXXO ) ILLT$ FANEI. $W UTES 3' 12" NOTE: THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA a 95.75 SO. FT. SURFACE APPUED FALSE MUNTINS WY BE USED 108" MAX •• • • • • • •• •• • 12"• ••• • • • ••Q ••• • �••3"•-�--1 1 ••• r • • FRAME WIDTH • • • • • •• •• • 12" 1 1 .1 1 1 1 I I i I 11 l 1 ilil i 0 F F., — is ---' ' • •• ,/ \\ / / / / / © \ \\ O \ I B 00 \1 \ / \ \ = -== / 11 ii I rr-- JI N i i \ II \ 1 \ 1/ d=1 1/ N 11 I1 /X = 1 1 1 . ,ACTIVE 23 1/8" MAX. D.L. OPG. 34" MAX. ��— LEAF WIDTH 23 7/8" -MAX. D.1. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( OXXO ) ILLT$ FANEI. $W UTES 3' 12" NOTE: THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA a 95.75 SO. FT. SURFACE APPUED FALSE MUNTINS WY BE USED 108" MAX •• • • • • • •• •• • 12"• ••• • • • ••Q ••• • �••3"•-�--1 1 ••• r • • FRAME WIDTH • • • • • •• •• • 12" SIDELITE OPTIONS GLASS TYPES 'A'. 'D' & 16' MAX. D.L OPG. 23 7/8" MAX. D.L. OPG. 34' MAX. LEAF WIDTH 1 1 1111 II TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET gIDELITES NOTE: THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA = 71.81 SO. FT. FL #18394 3' MAX. HEAD/SILL CORNERS l z F� Egve 111.11----- C 4 on Ogg N 8 Sealed 4-4-16 drawing no. W15-58 • •II I I� { • • • • • o / 1 •_• OH 11, \ 11 \ 11-: • `fOD C4 ii\ II iv n n ===p==1 1 y /-'I'_ // i • • -- \ / / 1 1 / 1 1 111 'A A_' ,/_ _ iz n mm — — O/ _ — • •• ,/ • • • • • O • • • • • • • • • • L (D • • • • /Y --d--- \ ==1i,� II• • II• • I• 4 I•/• T-• ii II© II -� I i; 1 \\ .1 ! • • E c ACME I SIDELITE OPTIONS GLASS TYPES 'A'. 'D' & 16' MAX. D.L OPG. 23 7/8" MAX. D.L. OPG. 34' MAX. LEAF WIDTH 1 1 1111 II TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET gIDELITES NOTE: THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA = 71.81 SO. FT. FL #18394 3' MAX. HEAD/SILL CORNERS l z F� Egve 111.11----- C 4 on Ogg N 8 Sealed 4-4-16 drawing no. W15-58 • •••• • • • ••• •. •• • • •• • •• •• • • • • • • •• •• • • • • •• • • •• •••• •• • • • • • • •It• • • • • ••• • • •• • • ••• 6 3/4' MAX. HEM/SILL CORNERS 146 1/4' MAX. • 12' MAX. HEAD/SILL 3' FRAME WIDTH 12' 3' 3' 12' r� 24' MAX. O.L. OPG. 34' MAX. LEAF WIDTH 24 3/4' MAX. I D.L. OPC. 3' 12' �i 36' MAX. LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH PANEL SIDELJ E VSURFACE APPUED FALSE MUNOPS MAY BE USED 146 1/4' MAX. •—•7 • • • • • •• • • • • • • • • • _• FRAIL WIDTH* • • • • • •• •• • • 1P • • • 11•• 3' htl 1. - i • 3- 1 I -/N'1�) i t 4 1 I I 1 II I \ I 1 1 1 1 1 1 I • . / nm \ \ \ ./ 1 iit i / I11\ II\ II ii ! II 1 I 1/ { I 1 \ ' ;\ `/ II II 11 I — — _ ° O O "� ® ,i (D \ n \\ \ O ® ci �i \ `\ e 00 I) I._'5.._ —i -L =,..;4__r /' f� 1/ I / ,==.14.,_... � /� -- 11 1 11 1 u U 11 ACTIVE 11 . I u 24' MAX. O.L. OPG. 34' MAX. LEAF WIDTH 24 3/4' MAX. I D.L. OPC. 3' 12' �i 36' MAX. LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH PANEL SIDELJ E VSURFACE APPUED FALSE MUNOPS MAY BE USED 146 1/4' MAX. •—•7 • • • • • •• • • • • • • • • • _• FRAIL WIDTH* • • • • • •• •• • • 1P • • • 11•• 3' htl 1. - i • 3- 32 1/2' MAX. 0.L OPG. 24 3/4' MAX. D.L. OPG. 36' MAX. NOTE: THE FRAME AREA OF ALTERNATE SIZE UNR MUST NOT EXCEED TESTED FRAME AREA 97.24 SO. FT. SIDELITE OPTIONS GLASS TYPE `E' ONLY LEAF WIDTH TYPICAL ELEVATION ( oxxo ) WITH DIRECT SET_SIDELITES 3' MAX HEAD/SILL CORNERS m W 0 m z ues c • v drawing no. W15-58 (sheet 2.1 of 15 1 I -/N'1�) I 1 1 I I 1 1 1 • • I. 11 D 1 • 1 1 1 1 ti II Q ii -- II 11 II II 11 11 11 11 11 1 • . / nm \ \ \ ./ 1 iit i . ` I11\ II\ II ii ! II 1 I 1/ { I 1 _ — — - `/ , ° \ \ e Q ^ ° O \` __ 1 1 ,ACTIVE 1 1 Ay, 1 1 I I._'5.._ —i -L 32 1/2' MAX. 0.L OPG. 24 3/4' MAX. D.L. OPG. 36' MAX. NOTE: THE FRAME AREA OF ALTERNATE SIZE UNR MUST NOT EXCEED TESTED FRAME AREA 97.24 SO. FT. SIDELITE OPTIONS GLASS TYPE `E' ONLY LEAF WIDTH TYPICAL ELEVATION ( oxxo ) WITH DIRECT SET_SIDELITES 3' MAX HEAD/SILL CORNERS m W 0 m z ues c • v drawing no. W15-58 (sheet 2.1 of 15 • ••••• • • • ••• •• •• •• •• • •• •• • •• . • • •• •• •• • • • •• • • •• ••• •• • •• • • •• •• • • •• •• • •• •••. • •• •• • • ••• 1/8' ANN. GLASS \ 090' Interlayer r Softs Clear Md Color Glass .` By lost'', en Chernico! Co.' 1 1/8' ANN. GLASS SlucoNE GE 2800, S.E. W1NDQ -.092' ALUM PANEL \ 5/8' THK. PLYWOOD 92' ALUM PANEL SILICONE GE 2800 \ N j10 X 1' PH SMS `AT 6- FROM ENDS AND 18' O.C. MAX. DOOR PARTIAL ALM CLAD PANEL GLAZLNG DETAILS 39 1/2' MAX. •• • • • •• • . •• • •• • • •• • • • • • • • • • • • • • • ••• ••• • •• •• • TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 4 SINGLE LEAF DOOR WITH SERIES 2500 SINGLE HUNG WDW. INSERT WINDOW INSERT OPTION CI �`• // TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 4 SINGLE LEAF DOOR WITH SERIES 2500 SINGLE HUNG WDW. INSERT WINDOW INSERT OPTION NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THIS DOOR. FL #18394 �' .RaawR•' I. • Sealed 4-4-16 drawing no. W15-58 (sheet 3 of 15 // P----L} 24 - ___] D.L OPG. 25 1/4' NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THIS DOOR. FL #18394 �' .RaawR•' I. • Sealed 4-4-16 drawing no. W15-58 (sheet 3 of 15 • •••• • • • ••• •• •• • • •• • •• •• • • •• • •• •• •• •• • • • •• • • • •• • ••• • • •• • • •• •• • •• •• • • • ••• • •• • • • ••• SINGLE LEAF (1) DOORS a1THOUT SIDELRES DESIGN LOAD CAPACITY - PSP DOOR 000R GLASS 714141 FRAME WIDTH FRAME HEIGHT T. 'B' (INCHES) (INCHES) (NICHES) EM.(+) INT.(-) 31 1/2 65.0 65.0 65.0 79 3/4 37 1/2 65.0 65.0 31 1 2 65.0 65.0 71 3/4 37 1 2 83 3/4 65.0 65.0 65.0 95 3/4 w.� .,�... 37 1/2 65.0 65.0 , DOOR FRAME WIDTH �¢x C / ( X ) DOUBLE LEAF (XX) DOORS WITHOUT SIDELIT9 DISI0N LOAD C:PAC'T:' - rSP DOOR DOOR GLASS TYPES FRAME *10111 FRAME HEIGHT 'A'. 'B' OR 'D' (INCHES) (INCHES) EXT.(+) INT.(-) 60 (INCHES) 65.0 65.0 71 3/4 79 3/4 65.0 65.0 60 18 65.0 65.0 71 3/4 83 3/4 65.0 65.0 60 65.0 65.0 65.0 71 3/4 95 3/4 65.0 65.0 DOOR FRAME WIDTH SINGLE LEAF (1) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF DOOR / / / / (/ , \ lilf 5/8' PLYWOOD \ \ \ \ / \) /' / FRAME HEIGHT SINGLE LEAF (1) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF DOOR DOOR 5/8' PLYWOOD FRAME WOTH FRAME HEIGHT •M. ALUM PANS/ (INCHES) (INCHES) EXT.(+) NIT.(-) 31 1/2 (INCHES) 65.0 65.0 39 1/2 83 3/4 65.0 65.0 DDDR FRAME WIDTH 1, x TIONARY PANEL (0) OR DOORS arra SIDEIITES DESIGN LOAD CAPACITY - PSF • ••3DOOR DOOR PANEL DIRECT SEF GLASS TWEE• FRAME HEIGHT FRAME WIDTH SIDEUTE *MOTH SIDEUTE WIDTH l'. 9 611 .0 (INCHES) (INCHES) (INCHES) (INCHES) IXT. (+) Ilse r) 4 \ 30 18 65.0 65.0 31 1/2 (X) 36 18 65.0 65.0 \ 60 (XX) 42 18 55.7 55.7 79 3/4 / \ 30 18 65.0 55.( 1 I 37 1/2 (X) 71 3/4 (X%) 36 18 65.0 65.0 • 55.7 55.7 1 42 18 31 1/2 (X) 30 18 65.0 65J • 60 (XX) 36 18 65.0 65.0 83 3/4 37 1/2 (X) 30 18 65.0 65.0 71 3/4 (XX) 36 18 65.0 65.0 31 1/2 (X) 30 18 65.0 65.0 6D (0) 38 18 65.0 65.0 95 3/4 37 1/2 (X) 30 18 65.0 65.0 71 3/4 (0) 36 - 19 + 65.0 C5.0 DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC. L. @1 DIRECT SET SIDELITE. *0111 I DOOR FRAME WJDTH EXTERIOR (X) OR (XX) / •• • • •• • • •• •• • • MOTE: • • GLAASS, CAPACN eITIES ON !HIS :HE�.T ARE • • A D FLORID BUILD NG COMM COMMISSION GUSTS) DECLARATORY STATEMENT DCA05-DEC -219 • • • •• ••• •• • • • • • • • • • • • • ••• •• DOOR FRAME SIDEUTE WIDTH WIDTH )07I SIDEUTE() SIDEIJTE WIDTH _ DOOR FRAME WIDTH 1 - _ // / ,/ 1\ / / / . \ %i \ \ \ \ \ / \ )07I SIDEUTE() SIDEIJTE WIDTH _ DOOR FRAME WIDTH PANEL SIDELIIE WIDTH DOOR FRAME WIDTH EXTERIOR (X) ( 990 ) PANEL SIDELITE WIDTH DDDR FRAME WIDTH EXTERIOR SIDEUTE WIDTH i" (0) SIDEUTE DOOR FRAME SIDELRE WIDTH WIDTH WIDTH (090) SIDEUTE WIDTH DOOR FRAME MOTH 1 (0000) FL #18394 c 0 0 drawing no. W15-58 (sheet 4.of15) Sealed 4-4-16 ,/ 1\ / \ / \ \ / \ / \ / / PANEL SIDELIIE WIDTH DOOR FRAME WIDTH EXTERIOR (X) ( 990 ) PANEL SIDELITE WIDTH DDDR FRAME WIDTH EXTERIOR SIDEUTE WIDTH i" (0) SIDEUTE DOOR FRAME SIDELRE WIDTH WIDTH WIDTH (090) SIDEUTE WIDTH DOOR FRAME MOTH 1 (0000) FL #18394 c 0 0 drawing no. W15-58 (sheet 4.of15) Sealed 4-4-16 • .•.• • • . .•. •. .. . • . • •. .• . • •• . •. • • . • . ... . • • • . •• •. • •. •• • • . . • • . •. • . . ... SD6GI2 LEAP (Z) DOORS WITBGUT SWEETIES DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCITES) DOOR FRAME HEIGHT (INCHES) GLASS TYPE .E. EXT.(+) INT.(-) 31 1/2 79 3/4 65.0 65.0 38 1/2 65.0 65.0 31 1/2 3/4 8338 65.0 65.0 1/2 65.0 65.0 31 1/2 95 3/4 65.0 65.0 38 1/2 65.0 65.0 DDDR FRAME WIDTH 31 ( X ) DOUBLE LEAF (XX) DOORS WITHOUT SWEETIES DEIGN LOAD l'IP4!`4'Y'-.• PRP DOOR DOOR GLASS TYPE FRAME VIM FRAME HEIGHT .E. (INCHES) (INCHES) EXT.(+) IM.(-) 60 (INCHES) 65.0 65.0 79 3/4 74 65.0 65.0 so 03 3/4 65.0 65.0 74 65.0 65.0 36 660 65.0 65.0 65.0 74 65_3/4 65.0 65.0 T. 8 DOOR FRAME WIDTH DESIGN LOAD CAPACITY - PSP • D00R DOOR / i K r \ L \ ( f , j% 1k J (65) STATIONARY PANEL (0) OR DOOWT WITH SIDELTTES DESIGN LOAD CAPACITY - PSP • D00R DOOR PANEL DIRECT SET .-.-' GLASS WE • FRAME WIGHT FRAME WIDTH SIDELITE WIDTH SIDEUTE WIDTH 'E' • • 1 (INCHES) (INCHES) (INCHES) (INCHES) EXT. (+) IRT•(!) 30 36 65.0 65.0 \ 31 1/2 ((X) 36 36 65.0 65.0 80 00 • 55.7 55.7 79 3/4 42 36 30 36 63.0 65A•- 38 1/2 (X) 74 (XX) 36 36 65.0 65.0 • 42 36 55.7 55.7 31 1/2 (X) 30 36 65.0 65.0.. 83 3/4 60 (52) 36 36 85.0 65.0 38 1/2 (X) 30 36 85.0 65.0 74 (XX) 36 36 _ 65.0 65.0 31 1/2 (x) 30 36 65.0 65.0 95 3/4 60 000 36 36 65.0 65.0 38 1/2 (X) 30 36 65.0 65.0 " %• iVj _ 36 _ "3e C5.0 65.0 D0OR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC. •• • •• • • • •• • • •• •• • VOTE: • GLASS•CAPA•G�tTIES ON MI IS IECT ARE BASF, QN 4CW El 319 3, SEC. GUSTS) AND -FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 • • • •• ••• •• • 90EUTE WIDTH DOOR FRAME WIDTH •• • • • • • • • • ••• •• DOOR FRAME SX)EUTE SIDELITE WIDTH WIDTH WIDTH ( X0 OX // -'� . \ \ / ' \ I, /I //) I / (' is \\ \ \ • ( X0 OX (6 ) 1-411102. PANEL SIDELITE WIDTH DOOR FRAME WIDTH SIDEUTE WIDTH SIDEUTE w1DTH c (0) DOOR FRAME SIDEUTE WIDTH WIDTH (0X0) DOOR FRAME WON /r 71Tr\ Z + ; k h J hr a og 81'8401 na Iia g 3 ,0) I 0 0 1 • drawing no. W15-58 (sheet 4.1of 15 Sealed 4-4-16 -'� . \ \ \ ' \ I, /I //) I (6 ) 1-411102. PANEL SIDELITE WIDTH DOOR FRAME WIDTH SIDEUTE WIDTH SIDEUTE w1DTH c (0) DOOR FRAME SIDEUTE WIDTH WIDTH (0X0) DOOR FRAME WON /r 71Tr\ Z + ; k h J hr a og 81'8401 na Iia g 3 ,0) I 0 0 1 • drawing no. W15-58 (sheet 4.1of 15 Sealed 4-4-16 2.- • • ••• • • • ••• •• Of • • • •• •• • • • • • • •• • • • •• • • •• •••• •• • • • •• • • • • • • • • ••• • • •• • • ••• SILICONE GLASS TYPES A. 8 & 0 GE 2800 GLAZING DETAIL AT DIRECT SET SIDELITE 1/6" HEAT S1REN'D GLASS 090" Intenoyer \Sages Clear Md Color Glass By 'Eastman Chemical Co.' \1/8" HEAT STREN'D GLASS fl \\ z la 1I SILICONE I -GE 2800 110 X 3/4" PH SMS AT 5" FROM ENDS ANO 12-1/2" 0.C. TYPICAL GLASS TYPE 'A' GLASS TYPE E z SNJCONE t:VRNINC 899 / GE 2800 GLAZING DETAIL AT DIRECT SET SIDELITE -1/8" HEAT STREN'0 GLASS 7.015" URETHANE ADHESIVE 070" Interlo er 'SAE -GUS, . olycartwr ata By 'SAF -GS, LLC.' 1 3/16" HEAT STREN'D GLASS HINGES: - EXTRUDE(i 1,48" j11K•AND 7-11/7 WIG TWO-w.RIT ALUMINUM BUTT HINGE (PART No. Y11-650), THREE PER liEAF• •1-1," FROM LEAP TOP•AND 6OTr04ro HINGE'S CENTER LINE AND ONE AT MIDSPAN.• • • • • • • • • • • • • • • • • • 8 • ••• ••• ••l • LOCK OPTIONS: OPfIUN Jt ,• STANDARD LOC'J• ISET1LN RDDR T TATVOR PRE -FABRICATED LOCK STILE PART No. YE -802, * 2�1 R AN 243 BAC Q TO FR STANDARD LOCK SET), KEY OPERATED ON E R TU N ON THE AINTERIOR AT EACH ACTIVE LEAF . MANUFACTURER'S IMANUALCY d/PELSI1 CQNCEAJ,EQ ZkIS ¶ IE -CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTEN9NN RO6, MIN FLDSFi�BOLI'GUIDE-STAINIFSSSTEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2 FROM TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. OPTION J2 • MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT ACTIVE LEAF (FOR PRE -FABRICATED LOCK STILE PART No. YE -837) WITH THROW BOLTS CONNECTED TO MORTISE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON THE DITERIOR ATC THU:J9 TURN ON THE INTERIOR - - MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE. STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM TOP & BOTTOM OF INACTIVE LEAF. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 090' Interlayer Sages Clear And CoIor Gloss By 'Easlm,n Chemical Co.' .015" IIRETI:ANE ADHESIVE \ \ r3/16" HEAT STREN'D GLASS Ix HEAT S1REN'D GLASS > CI r our 2802 rc GLASS TYPE 'B' GLAZING OPTIONS (HRT} iyY91 3/16• TEMP. GLASS -5/16` AIR SPACE 1/8" ANN. GLASS 090' Llterlayor rSatles Clear And Color Gloss rIBy 'Eastman Chemical Co.' r1/8" A1 -IN. GLASS i DURASEAL SPACER BY 'QUANEX' s, woNe DOW CORNING 899 GE 2800 110 X 1" FH SMS AT 4" FROM ENDS AND 10" 0.C. TYPICAL GLASS TYPE 13/16' OVERALL INSUL EMI. GLASS C YE -8337 \YE-� YE -824 [63‘u.1 Z 1124 d cog r 41{11}, 1 W N � GLAZING ADAPTER OPTION OF FL #18394 /aWAt.e Sealed 4-4-16 drawing no. W15-58 sheet 5 of 15 3/4" MIN. THROW 80LT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING . CON6eE7E,1 • • •• •• • • • • • • • • • • ••• • • • • • •• • • ••• • • • •• • • •• •• • • • • w • • • • ••• • • • • ••• • •• • • • • • • • •• • • •• • • •• •• • • • • • s • • • • • • • • • • • • • • e • ••• ••• ••• • UW f 5 TYPICAL ANCHORS SEE ELEVATORS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. METAL STRUCTURE • •• • • • •• ••• •• • • • • • WOOD BUCMS ANO METAL 46TRIATS,RE•hlOT BY AWP MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. .w TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING /is x 3/4' PH. SMS. AT 4-3/4' FROM ENDS AND 14' 0.C. MAX., TYPICAL "NCHORS: SEE ELEV. FOR SPACING . /4' DIA. ULTP.1l^CN PY 'ELCC' (1„-:77 RS. F,-1ss INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 114 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULUONS (MIN. THK. = 1/81 INTO METAL STRUCTURES STEEL : 1/8" THK. MiN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL FD(;F DICTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD Ai HEAL) OR.JAM9. SO.. .0.55 NIN. CONCRETE AT HEAD. SILL OR JAMBS re • 3000 P51 MIN. C-90 NOUAW/FILLED BLOCK AT JAMBS rm • 2000 P51 MRN. of SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND AU. METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SIUCONE. 0 ALTERNATE ALTERNATE .'CONCRETE " CDN oRETE o EDGE DIST. _ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • 7.dotictiFrk TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING OPERATING UNITS FL #18394 /OVAL 11111 U Sealed 4-4-16 sheet 6 of 15) • •••• • • • ••• •• •• •• •• • •• •• • • • • • •• •• • • • • ••• • •• • • •• •• •• • • • • •• ••• • •• • • • ••• 1/4' MAX.' SHIM 1/4- MAX. SHM • • • • • • • ACTIVE • • • • • • •• • • •• •• • K • • • • • • D • • • • • • • • • • • • • • • • • • • 6- •• • •• ••• •• •_ • • • • • • • **��• • • • •• • • ,`w • • •• • • • D.L. OPG. EXTERIOR LEAF WIDTH '1J(M.R TkALE WILDA (2�LOCKOR OPTION 1 lfi LOCK OPTION 2 (SEE SHEET 5) • • • ••• •• TYPICAL ANCHORS SEE ELEV. ' FOR SPACING 1/4- MAX. SHIM TYPICAL ANCHORS • SEE EiEV.. • FOR SPACING aICONCR7E, MA MASONRY 1 LOCK OPTION 1 OR 19 LOCK OPTION 2 (SEE SHEET 5) DO'JP. FRAME WIDTH EXTERIOR K UCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERATING UNITS r INACTIVE j1O X 3/4' PH. SMS. AT 4-3/4' FROM END AND 14 O.C. MAX. TYPICAL LOCK OPTION 2 (SEE SHEET 5) L3 POINT LOCK ON ACTIVE LEAF OPTION EXTERIOR FL #18394 drawing no. W15-58 sheet 7 of 15) • •••• • • • ••• •• •• •• •• • •• •• • • • • • •• •• • • • • ••• • • • • •• •• •• • •• • • .•. • •• ••• • •• • • • PANEL SIDELITE INSTALLATION DEft LSS. • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • •• • • • •• ••• •• •• • • • • • • • •• • • • • • ••• •• 110 X 3/4' PH SMS AT 4-3/4' FROM ENDS AND 14' O.C. MAX. GIIN AC 110 X 3/4' PH SMS AT 4-3/4' FROM ENDS AND 14' O.C. MAX. TYPICAL SILICONE SHIM CONCRE3E. OR MASONRY • � ANCHORS E • TYPICAL FOR SPACING 110 X 3/4' PH. SMS. AT 4-3/4' FROM ENDS AND 14' O.C. MAX.. TYPICAL `;-\ —FUR S1DEu1E/WOH JAMB CONNECTION 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNITS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING FL #18394 /ON*. 111 Sealed 4-4-16 (sheet 8 of 15 ) • •••• • • • ••• •• •• • •• • •• •• •• • • • • • • • • • • • • • • •• • ••• •• • •• • •• •• • • •• • .•. • • ••• • • • • EDGE DST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING r'� 0 a a 0 CHANN OPTIONAL CONCRETE! . . EDGE DIST. a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS DIRECT SET SIDELITE INSTALLATION ^TWWM • • ••^ • • • • ••• • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • SCREWS NOT READ. FOR SIDELNE/DOOR ,LAMB CONNECTION •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• • • drawing no. W15-58 FL #18394 • • ••• • • • ••• •• •• • •• • •• •• • • • , • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • •• • • •• 4 • 1 • • • • • • • • • •• 6 • • • •• • • • • • • • • • • J 1 • • • • • • • • ••• ••• ••• • -1.750 Q DOOR FRAME HEAD n PRESSURE PLATE ® SNAP CAP �1 I 1-.513 .513 1 1- •• • • • •• ••• • • • • • •• •• • • • • • ••• •• • • I-1.700 12 GLAZING CHANNEL EXT. GLAZING LEG INT. GLAZING LEG 1-1.734--i (5) 110-24 X 1/2' FH. NS 21A4NLESS STEEL (THREAD CUTTING) © TOP/BOTTOM RAIL 32 SIDELITE FRAME MUWON 1.538 .262 HINGE STILE 0 3.555 ' .576 21 HINGE ASSEMBLY GLAZING BEAD EXTERIOR INSUL LAM. GLASS .476 1- GING CHANNEL INTERIOR INSUL LMI. CLASS I1.-.---4.000 -moi "r i� ;'� - Ili r 1..-T'52' 1Y .125 -T S2_ 1.046 .045 980 .535 1.490 SIDELfTE GLAZING INSERT EXTERIOR SIDELITE FRAME INSUL LAM. GLASS LOCK STILE 81.990 1.119 .045 L1.000 . 1.094 4- SIDELITE GLAZING INSERT INTERIOR INSUL LAM, GLASS 1.990 .110 110 .110 1.500 2.610 L .500 1.500 4.862 O LOCK STILE (FOR 3 POINT LOCK OPTION) 4.000 STD. THRESHOLD 4.000 O HI-RISETHRESHOLD n OPTIONAL THRESHOLD FL #18394 OF a;. Al Sealed 4-4-16 drawing no. W15-58 (sheet 10 of 15 111111 Ill . g OO i S Iii I 1.538 .262 HINGE STILE 0 3.555 ' .576 21 HINGE ASSEMBLY GLAZING BEAD EXTERIOR INSUL LAM. GLASS .476 1- GING CHANNEL INTERIOR INSUL LMI. CLASS I1.-.---4.000 -moi "r i� ;'� - Ili r 1..-T'52' 1Y .125 -T S2_ 1.046 .045 980 .535 1.490 SIDELfTE GLAZING INSERT EXTERIOR SIDELITE FRAME INSUL LAM. GLASS LOCK STILE 81.990 1.119 .045 L1.000 . 1.094 4- SIDELITE GLAZING INSERT INTERIOR INSUL LAM, GLASS 1.990 .110 110 .110 1.500 2.610 L .500 1.500 4.862 O LOCK STILE (FOR 3 POINT LOCK OPTION) 4.000 STD. THRESHOLD 4.000 O HI-RISETHRESHOLD n OPTIONAL THRESHOLD FL #18394 OF a;. Al Sealed 4-4-16 drawing no. W15-58 (sheet 10 of 15 • •••• • • • ••• •• •• • • • . •. • • • • • • • • • • • • • • . •• •••• •• • •• •• •• • . • • • • • ••• • • • • ••• ITEM / PART # REQD. DESCRWT'ION MATERIAL. MANF./SUPPLIER/8EMARKS 1 YE -832 1 DOOR FRAME HEAD/JAMB 6063-16 - 2 YE -810 1 STD. THRESHOLD 6063-16 - 2A YE -1820 1 HI -RISE THRESHOLD 6063-T6 - 28 YE -840 1 OPTIONAL THRESHOLD 6063-T6 - 5 YH-809 AS REOD. SIDELJTE FRAME 6063-T6 - 6 YE -801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL 6063-16 - 7 YE -803 1 DOOR LEAF JAMB - HINGE SIDE 6063-75 - 8 YE -802 1 DOOR LEAF - LOCK SIDE 6063-75 - 8A YE -837 1 DOOR LEAF - LOCK SIDE (3 POINT LOCK) 6063-T5 - 9 YE -806 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063-15 - 10 YE -816 A5 REGD. COVER PLATE 6063-13 - 12 YE -824 4/ LEAF GLAZING CHANNEL 6063-T6 - 13 YE -835 A5 REGD. EXTERIOR GLAZING LEG 6063-75 - 14 YE -833 AS ROOD. INTERIOR GLAZING LEG 6063-T5 - 15 YH-623 AS READ. GLAZING GASKET VINYL DUROMETER 7535 SHORE A 16 17 111-602 —_H- 62z AS REOD. AS rteuD. WOOL FIN WEATHERSTRIPPING (.187 X .280) - ! ULTRAFAB 8ULU NLA HENS:RIPPING (.198 X .26o) VINYL UUROMETER 7515 SHORE A 18 YE -849 .. A5 READ. SILL WEATHERSTRIPPING POLYPROPYLENE - 18A YE -850 AS REGD. SILL WEATLE'RSTRIPPING VINYL - 19 MI 1/ACT.VE LEAF 3 POINT LOCK MECHANISM (OPTIONAL) 5 STEEL - 20 YH-910 A5 RE00. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST 21 TN -650 3/ LEAF BUST HINGES. AT 11-1/2' FROM ENDS & MIDSPAN ALUMINUM 9)1111 SS PIN 22 11-805 4/ LEAF PRESSURE PLATE -T1E ROD 6063-15 2-1/2' LONG 23 YH--630 2/ LEAF 3/8' DV. THREADED ROD STEEL - 24 1H-618 2/ LEAF 3/8'-16 HEX FLANGE NUT STEEL - 25 26 YH-641 YC -842 A5 REGD. INSTALLATION SCREW HOLE CAP PLASTIC - 2/ LEA FLUSH BOLT GUIDE. 1-1/2' LONG 6063-18 - 27 114-656 YH-601 2/ LEAF -�--4 FLUSH BOLT ADJUSTMENT PLATE S. STEEL - 28 PROTECTIVE 80X NYLON - 29 YH-916 - 1 LOCK SET ASSEMBLY - LEVER OR KNOB TYPES 30 114-617 I DEADBOLT ASSEMBLY - - 31 1H-815 A5 REOD. INSTALLAT-ON SCREW COVER STRIP 6063-T6 - 32 R1-808 AS MOD. SIDELTTE FRAME MULLION 6063-16 - 33 YE -847 AS 9100. GLAZING BEAD EXTERIOR 6063-16 - 34 YE -845 A5 REOD. GLAZING DEAD INTERIOR 6063-16 - 35 ,E-845 AS 9E00. EIJ1E GLAZEID NSFRT FY1TR1118 Ane3-TB - 36 YE -846 ' AS REOD. SIDEUTE GLAZING INSERT INTERIOR 6063-16 - 37 - AS REOD. SETTING BLOCK EP DM DUROMETER 8035 SHORE A 38 'RI -1622 AS REOD. GLAZING GASKET VINYL DUROMETER 7035 SHORE A • •• • • • •• • • • • • •• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • •• •• •• • • • • •• ••• •• •• • • • • • •• • • • . ••• •• drawing no. W15-58 (sheet 10.10115 . •• • • • • • • • ••• • • • ••• • • •• • •• •• • • •• •• •• • • • •• • •••• •• • •• • •• • •• •• •• ••• • •• •• • • ••• • •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • 3/8' DVL STEEL r THREADED ROD PRESSURE PLATE .00 • FULL•L•NGTH • • • ! -1/2' LONG • • • • • • •• • • • • • •• •• • • •• • ••• 3/8' NUT AT EACH ENO OF ROD Z q O � � FW g E V 211 8k"F, H gish gigi FRAME UPPER CORNER DOOR LEAF CORNER (3) /1O X 1' SMS EXTERIOR FRAME LOWER CORNER drawing no. W15-58 FL #18394 • • •,• • • • ••• •• •• • • • •• •• • •• • • • • •• •• • • • • • • • • ••• • f • • • • • t • P • • • ••• • • • • ••• • 6 • • • It • • • • • • • • • • • • • • •• • • • • • • • • • • • . • • • • • • • • • • • ••• ••• ••• • STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) /8-24 r 1/Y FH. UNDERCUT SMS. CENER PLATE WITH DOUBLE ROW FIN SEAL WEATI[RSIRP 2' LONG ALUM. FLI SHBOLT GUIDE, ATTACHED TO FRAME STILES AT TOP (SHOWN) AND BOTTOM. CONCEALED FLUSH BOLTS (2) /10-24 POM B UNDERCUT. FH. 80 • •• • • • •• ••• •• • • • • • • • • •• e • • • • 5•• •• FLUSH BOLT GUIDE AND ADJUSTMENT PLATE ASSEMBLY TOP FLUSHBOLT ASSEMBLY (2),!10-24 POINT R_ UNDERCUT. R1. MS 1-1/2- LONG ALLAN. FLUSHBOLT GUIDE. ATTACHED TO FRAME SOLES AT TOP AND BOTTOM (SHOWN) COAs PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP CONCEALED FLUSH BOLTS STNNLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) /8-24 • 1/2 FH. UNDERCUT SMS. BOTTOM FLUSHBOLT ASSEMBLY ITTER10R FL #18394 �!ONA1. (sheet 12 of 15 ) Sealed 4-4-16 • •••• • • •• •• • • •• • •• • • • • • •• •• • •• • • • • •• • ••• •• • • •• •• • • • • ••• • •• • • ••• • • • • 3/4' MIN. THROW BOLT PENETRATION EDGE DISTID 1 ., 1! OD [hi oma) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONCRETE:_ CO SMS SEE ELEV. FOR SPACING a 0 C1 X10 X 3/4' PH. SMS. AT 4-3/4' FROM ENDS AND 14' O.C. MAX.. TYPICAL SINGLE (X) OPERATING UNITS W/ S.H. W11W, • CONCRETE. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •• • • • •• • • • • • •• •• • • • •• • • •• • • • • • • • • • • • • • • • • •• • • • ••• ••• •••• • • • •• • • • •• ••• •. • • • • • • • •. • • • ••••••• WEEPIJOLES: W1 = 1' LONG WEEP NOTCH AT EACH END TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING FL #18394 AIL U c -) 17 I „mu �•'�scr�se'••.• 8 • No.70Ee2 0 ^' • Browing no. !tabor: ,• W15—OF 58 Sealed 4-4-16 (sheet 13 of 15) 1/4• MAX. SHIM • •••• • • • .•• •• •• • • •• • •• •• • •• • • • • • • • • • • •• • ••• • • • • • •• •• • •• •• •• • • ••• • • • • • ••• VENT WIDTH 2BY ••D BUCK OR W000 " UCIUR TYPICAL ANCHORS SEE ELEV. FOR SPAONG EXTERIOR D.l OPG. S.H. WINDOW WIDTH 1BY WOOD BUCK .�4 METAL STRUCTURE CONCRETE OR MASONRY. •. TYPICAL ANCHORS SEE ELEV. FOR SPACING 27-1/2' MAX. PANEL WIDTH iD 0 EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING FL #18394 drawing no. W15-58 (sheet 14 0115 • • •••• • • • • •• •• • • a• • •• •• • • • • •• • • • • • • • • • •• •••• •• • • • •• •• • • • • • • •.• • . . • • • • r-2.220� 991 f(( 055 I, I 1t ( es IL .817 1.327 --I.8601I-} II 1A FRAME HEAD i812 062 ,---E4,71 .881 37 i— +iI 1.062 O FIXED RAIL -1 .995 r -i- 1.187 I855 1.625 I_____ --1.6,21---_J Q VENT TOP RAIL .355 I 2.553 EOA VENT BOTTOM RAIL 2A) FRAME SILL 1.125 '-- 1.070.-; -42 .812 .687IIE 17A VENT SIDE RAIL - .930 r -IT—� 2.104 055 1.292 I-- .8112 -A11.179 F4- 1.817 FRAME JAMB S.H. VENT CORNER DETA(L Tram 4 PART / REQD. MATERIAL YAN7./SUPPLLIERR/8EMARXS IA YE -169 • •1L a iD'S9L_R1P1't0N IRE HEA% • • • 6063.3) - 2A YE -167 • 0 ••RAMEELL • • • • P 60 - M YE -102 • 2. a • FI ME JAA% • • : 60116-15, M YE -152 81 'FIXED RAIL ••• ••• • 1160gS1 - 54 YE -151 1 VENT TOP RAIL 6063-15 - 6A YE -168 1 VENT BOTTOM RAL 6083-15 - 7A YE -92 2 • • VQIT ,JMB a • • • • • 6.06.3-T5 - 8A Y8-4 AS ROOD. 0421M BSD • • • • •ALUWNUM ROLL FORMED 10A - 2/ VENT. B43CKak B Ct •• • • _ - 11A ri1-622 AS 10 ° ALB IPINYL4- !INCA RW • • EDFC OUROMETER 75 SHORE A ISA YIH-509F AS REOD. •• ••• PlF-SCFLEGEL .1B7aX .0 •. - FIN SEAL (DOUBLE) 144 114-504 2/ VENT VENT LATCHES NYLON/CELCON AT 11' FROM ENDS 14M YH-515 2/ VENT CAM LOCKS ZAMAK AT 11' FROM ENDS 15A 110 X 3/4" 8 FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS 16A ,8 x 1' 2 FIXED RAL SCREWS CRS CAD PLATED, PH SIAS 17A 18 X 1-1/4" 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED, PH SMS 1+U .- yH-:110 + REINFORCING BAR. (.675 X .1121 STFCL - SINGLE HUNG WINDOW RISER? FOR SINGLE (X) 00011 (SHEET 5) 3/4" WEEP NOTCH AT EACH END OF SCREEN RETAINING LEG S.H. FRAME CORNER DETAIL FL #18394 406v a 9 8 1 drowing no. W15-58 (sheet 15 0( 15) Florida Building Code Online r"5 a."awms+dNst+tQ�oh Q ! (�n� usinessii essJJ a! r\ '�"bSS"fi'WZ' 1U' 4 7 xM .jP 7w t fY'Y'�Yr Florida pepartneitd Businessk ProfessiM Regulation ■ Page 1 .11'2 OMS,,11,4$10f0{`I BCIS Home 1 Log In User Reglstr3tion I Hot Topics Submit Surcharge ; Stats & Facts 1 Pub.i.:ations i FBC Staff i BCIS Site Map Links j Search Iic:rse plviently RaquFir OFFICE OF, $s- Product Approval USER: Public User Product Approval Merle > Eroduct or ADpllcatlpn search > ppnllcation List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL18392-R2 Revision 2014 Approved 0 AWP Windows and Doors; :_LC/ formerlyTrulite Address/Phone/Email 8130 NW 74th Ave Medley, FL 33166 (305) 887-2646 gberos@awplic.com Authorized Signature Gerardo Beros gberos@awplic.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method •••• • • • • •••• • • • • •• • •••• • • • • • •• • • • • • •••• •• • • • • • • • • •••• • •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report- Hardcopy Received Florida Engineer or Archite:t: Name who developed Javad Ahmad the Evaluation Report Florida License PE -70592 Quality Assurance Entity National Accreditation ant. Management Jnstitute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Jesus Gonzalez, P.E. © Validation Checklist - hardcopy Received Certificate of Independence: FL.18392 R2 COI SS - 1600 IV HSW (LMI)-GI 2014.odf Referenced Standard and Year (of Standard) Equivalence of Product Sta dards Certified By Sections from the Code Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQWtDquvosrHazGXQ... 4/18/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 02/15/2016 02/16/2016 02/16/2016 04/12/2016 Page 2 of 2 FL # Model, Number or Name Description 18392.1 Series "1600 Impact View" Aluminum Horizontal Sliding Window Large missile impact resistant aluminum horizontal sliding window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 Other: See drawing W15-56 for span vs load combinations and installation details. Installation Instructions FL18392 R2 II S5 - AWP 1600 IMPACT VIEW DWG W15 - 56.Ddf Verified By: Javad Ahmad PE# 70592 Created by Independent Third Party: Yes Evaluation Reports FL18392 R2 AE S$ - 1600 IV HSW (LMI)-PAE 2014.Ddf Created by Independent Third Party: Yes 'Back) Next • • • • • •• • Contact :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 •••• • • ••••. •••• • • • • • • •• • The State of Florida is an A4/EE0 employer. Copyright 2007-2013 State of Florida :: privacy Stetement :: Accessibilitv6reRAerit•: Refund Staten*nt • • Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a pul!k rPce"ds request,Csnot s1Rld electronic mall to this entity. In,lead, contact the office by phone or by traditional mall. If you have any questions, please Lontact 851487.1395.1"Puespnt!o Section 455.275(1), Florida Statttes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the dta Rrffent with an Anal! atofess Ir they have one. The emalls provided may be used for official communication with the licensee. However email addresses artpltilicitcurd. If you go not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. TTSS ffiepffinThg if you are yccrjee under Chapter 455, F.S., please click MEL. • • • • • Product ApprovaiAccepts: ogina seeurit swriut Credit .;-4rri•" • • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQAitDquvosrHazGXQ... 4/18/2016 AL-FARQQQ CORPORATION 11111 CONSULTING ENGINEERS' & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 METHOD 1 OPTION D FL 18392 Date: 10/30/2015 Detailed Product Description : Manufacturer: AWP WINDOWS AND DOORS, LLC. Manufacturer Address: 8130 NW 74th AVENUE — MEDLEY, FL 3316,E Model Name: SERIES "1600 IMPACT VIEW" ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width: 74," 1XX),111".(XOX) Maximum Frame. Height: 63" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W1S-56 .... . . . • •••• . . . . .. . .... . . . • . . . . This product complies with the High Velocity Hurricane Zone (HVHZ) testing requiiernents. • The above maximum parameters do not occur simultaneously. • • • • • See installation drawings for combination of span vs Toads. • . Comparative analysis used X Yes No _ • Mandatory Tests (Testedin accordance with AAMA 101/I.S.2/NAFs-02/TAS 2p2) : •••• �.. .., ... M., n{R.. �' iµ K .K i±..M.•.IGPIT " ..,t � ..":,.... _, i . w .., �r A (0 2 yM�YM Ate* [ 4' + w ..,.:7,a .,til vy7t. _ T ».i :. _..... 'k ` ,de{. iz-' t.. r-ffi wlq ASTM E283 Air Infiltration Leakage Fenestration Testing Laboratory, Inc. 07/12/2003 05/03/2003 10/29/2015 , FTL-3791 FTL-3763 FTL•8412 Joseph Chan, P.E. Joseph Chan, P.E. Idalmis Ortega, P.E. ASTM E331 OR ASTM 547 & TAS 202 Water. Penetration Fenestration Testing LEboratory,.Inc. 07/12/2003 05/03/2003 10/29/2015 FTL-3791 FTL-3763 FTL-8412 Joseph Chan, P.E. Joseph Chan, P.E. Idalmis Ortega, P.E. ASTM E330, TAS 2Q2 Uniform Static Air Press. . Fenestration Testing Laboratory, Inc. 07/12/2003FTL-3791 05/03/2003 10/29/2015 . FTL-3763 FTL-8412 a Joseph Chan, P.E. Joseph Chan, P.E. Idalmis Ortega, P.E. ASTM F 588 Forced Entry Fenc.;trationTesting: Laboratory, Inc. 07/12/2003 05/03/2003 10/29/2015 FTL-3791 ' FTL-3763 . .FTL-8412 Joseph Chan, P.E. Joseph Chan, P.E. Idalmis Ortega, P.E. Supplemental, Tests (Tested in accordance with TAS -201` Ind. TAS -203) ,7 ',i-±',", 1 • .til rc. ,. 5. 1 j '--•+.wce.iv..1_ : ..K iat r4F1 .u:.x- USY.°.. 4 4A wi 74 M FBC 1626.2 (TAS 201 & 203) Large Missile Impact & Cyclic Fenestration Testing Laboratory, Inc. 07/12/2003 05/03/2003 10/29/2015 FTL-3791 FTL-3763 ., FTL-8412 Joseph Chan, P.E. Joseph Chan, P.E. Idaimis Ortega, P.E. Under the I mitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer: Javad Ahmad PE #'1,0592 AI-Farooq Corporation EB # 3538 i• jP,,'••kk.:'W ��,,- • N 7N 7069E,,� `., a :4 "afg, s��o� °an:r.•r �QNA'.1:.."Si ' fined 11,02/2015 . . • 1235 SW 87th Avenue 1 Miami, FL 33174 T: 305.264.8100 ( F: 305.262.6978 f vwYir.afceng.com 1 alfaroocPafceng.com • • • g oz/40/zo pou6!S H0 m(7 c 012 222'1 zn i °A o �m mm AT)O f 2 n m -0 r0 O • w 0' rm 0 -4 P1 1R (0 a P. 2 2 £ Z rn orn m 0 mp z yy to o An _ r (n p cV) 0 p F1ta']atiIYIRZt� A 41 F r CO tlp WYAO21ddY Nonln _ rn m ted SY 38 01 SMOONIM Mr 06_27-15 revisions: •LOI•: I/2 1 0• dr. by: Nao:L Chk. Gy. m •e a in •escnp it) © 11.02.15 MI GENERAL RE1I(0N Qagge- GENERAL RMSION IMO r 0 z `17ddPfl 31ISSIN llYN 0 x ,xx ao xo 'ox, 4 63' 0 r 6' MAX. JAMB CORNERS WINDOW HEIGHT 10 1/4` MAX. JAMBS 63' WINDOW HEIGHT 58 1/4' VENT HEIGHT SERIES -1600 IMPACT NEW ALUM HORIZ. SLIDING WOW, AWP WINDOWS AND DOORS, LLC 8130 N.W. 74TH AVE. MEDLEY. FL. 33166 TEL (305) 887-2646 FAX (305) 853-1309 I )i. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 TEL (305) 264$100 FAX. (305) 2826978 COMP-ANl\W15-55AWP • •• • • • • • • • •• • • • • 3/16- ANN. GLASS 090- Interloyer Saflex Coor Md Color Gloss By 'Eastman Chemicol Co.' 3/16- ANN. GLASS z re a GLASS TYPE 'A' 7/:_- NEPALI LAM. GLASS SILICONE DOW CORNING 1199 GE SCS2800 SCHNEE MOREHEAD 5731 0 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • •• • • •• •• • •• •• •• • • ••• • •• • • • ••• 3/16" ANN. GLASS 100" Interloyer yvekol S• • • • • • • By'NI•ex USA. Incl • • • • • • • :31:6"$N. GL'SS • • • • • • ••• ••• ••• • • • • •• ••• •• • • • • • • • •6W0NP • • •• • MOW CORNIN6.1199 • • 6E LSCSIBOc • • • 6CHN9E MC0EHF•D 47411• • • AT 1/4 POINTS ON LITES DER THAN 36- ONLY ‘1/4- AIR SPACE 1/8" HEAT STREW() GLASS 1/B" TEMP. GLASS, 090• Interloyer Soflex Clear Md Color Glass DURASEAL SPACE By 'Eastman Chemiool Co.' R BMI Y 'QUEX' , 1/8" HEAT STREN'D GLASS z Ali :1; y SILICONE DOW CORN/NG 1199 GE SCS2600 In A.T. t/.4 PC :'T_ Ail SIZES GLASS TYPE 11/16" OVERALL IRSUL LAM. GLASS GLASS TYPE 'B' 7/;f," OVERALL LAM. GLASS 1/B- ANN. GLASS- DURASEAL SPACER BY 'OUANEX' GLAZING OPTIONS 7/6' MIN. TYP. Ir 1/4" AIR SPACE 1/8" ANN. GLASS 090- Interlayer rSoflex Clear Md Color Gloss By 'Eastman Chemicol Co.' -1/8- ANN. GLASS SILICONE DOW CORNING 1199 GE SCS2B00 t/4 7C:;477. U ALL STZES GLASS TYPE 'D' GLASS TYPE 'Cr NOT QUALIFIED FOR INSTALLATIONS ABOVE 30 R. 11/16' OVERALL tNSUL LAM. GLASS z 0 • W N Q 6 N CC O p anoi 0 alN moE OtNM voW� a0}M Oaa.0 epi ootEi 4 El 2 n LLZa_g 4201- drawing no. W15-56 sheet 2 of 7 1 Signed 02/04/2016 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• • • • DESIGN LOAD CAPACITY - PSF (50, OX OR XX SIZES) WINDOW DIMS. A GLASS TYPES GLASS TYPE GLASS TYPE WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 7* : 106-1/41 11 111.1 3 90.0 140.0 90.0 90.0 74.0 74.0 37' 26" 5 90.0 140,0 90.0 90.0 74.0 74.0 53-1/8" (3) 6 90.0 140.0 90.0 90,0 74.0 74.0 74' 74.0 9 90.0 140.0 90.0 90.0 74.0 74.0 26-1/2' •14 3 90.0 140,0 90.0 90.0 74.0 74.0 37' 38-3/8" 5 90.0 140.0 90.0 90.0 74.0 74.0 53-1/8" (4) 6 90.0 140,0 90.0 90.0 74.0 74.0 74" (6) 9 90.0 140.0 90.0 90.0 74.0 74.0 26-1/2' 86.9 3 90.0 140.0 90.0 90.0 74.0 74.0 37" 50-5/8" 5 90.0 140.0 90.0 90.0 74.0 74.0 53-1/8" (5) 6 90.0 140.0 90,0 90.0 74.0 74.0 74" 74.0 9 90.0 124.4 90.0 90.0 74.0 74.0 26-1/2" 14 3 90.0 140.0 90.0 90.0 74.0 74.0 37" 63 5 90.0 137.3 90.0 90.0 74.0 74.0 53-1/8' (6) 6 90.0 104.3 90.0 90.0 74.0 74.0 • 74" 90.0 74.0 34.. 84.9 84.6 • 94.7 .74.7 74.0 24' 74.0 3 90.0 140.0 90.0 90.0 74.0 74.0 36" �8) 5 90.0 140.0 90.0 90.0 74.0 74.0 46' 23) 7 00.0 140.0 90.0 90.0 74.0 74.0 60" 90.0 7 90.0 140.0 90.0 90.0 74.0 74.0 72" - 9 90.0 ( 140.0 90.0 90.0 74.0 74.0 24' 90.0 3 90.0 140.0 90.0 90.0 74.0 74.0 36'90.0 74.0 11 90.0 140.0 90.0 90,0 74.0 74.0 49' ��) 7 - 90.0 140.0 90.0 90.0 74.0 74.0 00' - 7 90.0 140.0 90.0 90.0 74.0 74.0 72' 90.0 9 90.0 140.0 90.0 90.0 74.0 74.0 24" 74.0 3 00.0 140.0 90.0 90.0 74,0 74.0 36" -400 5 90.0 140.0 90.0 90.0 74.0 74.0 99' - 7 •80.0 1 140.0 90.0 90.0 74.0 74.0 90' (5) 7 90.0 129.6 90.0 50.0 74.0 74.0 72" 84' 9 90.0 120.3 90.0 90.0 74.0 74.0 24' 61-1/4" 3 60.0 140.0 90.0 90.0 74.0 74.0 38' 14 5 90.0 131.5 90.0 90.0 74.0 74.0 49') - 7 90.0 118.2 90.0 I 900 74.0 74.0 60" 7 90.0 103.4 90.0 90.0 74.0 74.0 '1?' 6 90n QA, ego ..9q1 740 740 A = N0. OF ANCHORS PER HEAD & StLL ( ) = NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO 8E OF EQUAL GLASS DLO WIDTHS 'XX' 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) 111411011 DI664• A • GLASS r 'A' TYPES *13' GLASS TYPE • '0'• • GLASS TYPE D MPH • H*GHT E•T.(i ) 01NT.(-•) L�XS(+) IIN•T.(-) EXT.(+) INT.(-) 7* : 106-1/41 11 111.1 •8 • • ¶ • ~11 IL.0 : 140.0 4.0 :lei 74.0 74.0 14 • 90.0 0 140.0 91.0 •Eo* X0.0 74.0 74.0 74.D 74.0 19- 14 • 10.0" T40.0 9156! 74'38-3/8- 106-1/4' 111' (4) • • • 11 90.0 140.0 90.0 90.0 74.0 74,0 14 90.0 134.3 90.0 90.0 74.0 74.0 •14 • 90.0161 139.1 • 9190.0 • •90.0 74.0 74,0 74' • 106-1/4' 111' ! *0_5;,,• :5): • • •11 • 11y 4 `--•1-0.066 •14 7,31.: • 90.5 • 90.0 74.0 74.0 _10.0.6 • 90.0.i:.. 0 106.1 - - 74.0 74.0 • ! _* 74.0 74.0 74' 106-1/4' 111" (6) 11 90.0 110.0 90.0 90.0 74.0 74.0 14 86.9 86.9 - - 74.0 74.0 14 84.9 84.9 - - - - 72' 84' 96" 1008"• 111" �Z) 11 90.0 140.0 90.0 90.0 74.0 74.0 11 90.0 140.0 90.0 90.0 74.0 74.0 11 14 90.0 30.0 140.0 143.0 90.0 50.7 90,0 90.G 74,0 74.0 74.0 74.0 14 90.0 140.0 90.0 90.0 74.0 74.0 72' 94' 96') 108" 111" 36 11 90.0 140.0 90.0 90.0 74.0 74.0 11 90.0 140.0 90.0 90.0 74.0 74.0 11 90.0 140.0 90.0 90.0 74.0 74.0 14 90.0 140.0 90.0 90.0 74.0 74.0 14 90.0 140.0 90.0 90.0 74.0 74.0 72' 84' 96' 108' 111' �8) 11 90.0 140.0 90.0 90.0 74.0 74.0 11 90.0 132.6 90.0 90.0 74.0 74,0 11 14 90.0 90.0 125,3 119.4 90.0 90.0 74,0 74.0 74.0 74.0 14 90.0 115.7 - - 74,0 74.0 72' 94' 96") 108' 111' 60 11 90.0 1180 90.0 90.0 74,0 74.0 11 60.0 108,1 90.0 90.0 74.0 74.0 11 90.0 99.5 - - 74.0 74.0 14 80.0 93.3 - - 74.0 74.0 14 90.0 92.0 - - 74.0 74.0 72" ' 84" 96" 108'-1 111" 61--1/4- 11 11 90.0 116.7 90.0 90.0 74.0 74.0 90.0 104.8 - - 74,0 74.0 11 90.0 96.3 - - 74.0 74.0 24 -400 902 -. 108' .. ... 740 14 88.9 88.9 - - 74.0 74.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB � (1/3W) j i I (1/3W) r (1/39) k OPERATING VENTS TO 8E 1/3 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 DESIGN LOAD CAPACITY - PSF (XOX SIZES) YIINDOII DIMS. AA' GLASS TYPES k 'B' GLASS TYPE 'C' GLASS TYPE '0' WIDTH HEIGHT EXT. INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74"26" 10 90.0 140.0 90.0 90.0 74.0 74.0 106-1/4' (3) 13 90.0 140.0 90.0 90.0 74.0 74.0 111' 13 90,0 140.0 90.0 90.0 74.0 74.0 74"36-3/6' 10 90.0 140.0 90.0 90.0 74.0 74.0 106-1/4'(4) 13 90.0 131.7 900 90.0 74.0 74.0 111' 13 90.0 136.9 90.0 90.0 74.0 74.0 74"10 50-5/8' 90.0 123.3 90.0 90.0 74.0 74.0 106-1/4" (5) 13 90.0 102.4 90.0 90.0 - - 111' 13 90.0 106.5 90.0 90.0 - - ® 10 • .. . • 90.0 90.0 69.2 69.2 106-1/4 13 87.0 87.0 67,0 87.0 - - 13 •-.• •-,• 95.6 85.6 - - 111" 72" 10 90.0 140.0 90.0 90.0 74.0 74,0 84' 10 90.0 140.0 90.0 90.0 74.0 74.0 96" i08' ?') 13 i0 90.0 140.0 90.0 90.0 74.0 74.0 50.0 • 140.0 90.0 90.0 74.0 '?4,0 111' 14 60.0 140.0 90.0 90.0 74.0 74.0 72" 10 90.0 140.0 90.0 90.0 74.0 74.0 94" 10 90.0 140.0 90.0 90.0 74.0 74.0 96') 13 90.0 140.0 90.0 90.0 74.0 74.0 108' 14 90.0 140.0 90.0 90.0 74.0 74.0 111' 14 90.0 140.0 90.0 90.0 74.0 74.0 72" 10 90.0 133.5 90.0 90,0 74.0 74.0 Be - 10 90.0 125.9 90.0 90.0 74.0 74.0 96") se 13 90.0 120.0 90.0 90.0 74.0 74.0 108' 14 90.0 115.2 90.0 90.0 - - 111" 14 90.0 111.9 90.0 90.0 - - 72" 10 90.0 108.0 90.0 90.0 74.0 74.0 84' 96" 60' 10 i 3 90.0 102.1 90.0--97.5 90.0 90.0 - - 90.0 90.0 -__-- -- 108' (5) 14 90.0 93.8 90.0 90.0 - - 111" 14 90.0 91.1 90.0 90.0 - - 72" 10 90.0 111.4 90.0 90.0 73.8 73.8 84' 10 90.0 101,7 90.0 90.0 - - 96'(5) 61-1/4" 13 90.0 I 95.2 90.0 90,0 - - 109" 111' 14 90.0 91.0 00,0 - 300 - - 90.0 90.2 90.0 90.0 - - A = N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO 8E 1/4 OF THE WINDOW WIDTH 'XOX' FL #18392 . a�!!tsgo No. ?0692 'Mt 91111‘ 0.7 !0h 0. • ;g drawing no. W15-56 sheet 3 of 71 Signed 02/04/2016 TYPICAL ANCHORS ,-sa ELEV. FOR SPACING • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • • •• • •• • • • M AL STRUCTURE TYPICAL ANCHORS ___ SEE ELEV. • • •OR SPA/MG • • • • • • • •• •• • • • • • E E • • •• • • • • • • • •` • • • • •kli• ••• • 5 11♦NI 11111V. 11111 ••••• • ••• • • •1 • F.B.C. APPROVED MULUON 7 MULLION ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. WEEPHOLES: Wi = 1-5/8" X 1/4" WEEPHOLES AT 12" FROM EACH END WITH PLASTIC BAFFLE W2 = 3/4' X 5/8" WEEPHOLE AT EACH END W3 = 1-1/4" X 1/4" WEEPHOLES AT 16-1/2' FROM EACH END FIX. VENT -1 r�T MOV. ANT n / TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 (Fr. 177 KSI, Fr. 155 KSI) 1 THRU 18Y OR 2BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 /4" DA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 SM$ OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) 5 G" TANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. 11470 WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS F'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 P51 MIN. ,,��`vPp IAk '' •,....,, 9p r • No 70592)c"...* r+ O •5: ': o f OP �c ••. O R FL#18392 '.s3t A`` N„; Signed 02/04/2016 Iw a� �Ilsflt drawing no. W15-56 ;sheet 4 of 7 • •••• • • • ••• .. •• • • •• • •• •• • • • • • •. •• •• •• • • • •• • • •• •.•• •• • •• • • •• • • • • • • C) 1/4' MAX. SHIM o VENT WIDTH D CPG:....., • • ••• • • • • ••• • •• • • • •• • • • • • • • • • • VENT WIDTH • • • • • • • • • • • • • • • • • • • • • • • • r • • • ••• ••• ••• • 1/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 0 0 1 TYPICALHORS L—SEEELEV. FOR SPACING 1/4' SHIM MAX. r `.28Y WOOD BU' :iI WOOD STRUCT' tc �t D.L DPG. .. i VENT WIDTH EXTERIOR WINDOW WIDTH XOX LAjotf VENT MOTH D.L. OPC. 1 1/4" MAX. SHIMS F.B.C. APPROVED MULLION /r& MULLION ANCHORS TYPICAL ANCHORS r SEE ELEV. FOR SPACING SERIES-1$00 IMPACT N TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS 1 SEE ELEV.--f FOR SPACING 0 EXTERIOR WINDOW WIDTH 1 8Y W000 BUCKS XX LAYOUT =WOW WIDTH w1NDur: "WIDTH I.': • • No. 70582 18 drowingno. W15-56 sheet 5ot W\ A FL #18392 ss. ti• 11I M. 0. 1%\ Signed 02/04/2016 • • ••• • • • ••• •• •• • 6 • •• •• • • • • • • • • • • • • • • ••• • • • ignedU2/U4/2U1 • • r-1.43411� ••• • TTEN • PART / • _r QUANTITY_ DESCRIPTION MATERIAL MANF./SUPPLIER/REMARXS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT f 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 L L (305) 264 3100 FAX (306) 2624978 it t YE -1600 , i FRAME HEAD 16_063-T6 - 3786 2 YE 1801 I 1 FRAME 50.L i 6063-T6 • • • t • �� 1.. FRAME SAL 6063 T6 .. ._. .. F.062 • 7.123 .062 1468• • • • • • • 1 • • .• • .iAtF 3 4 YE*1602 4,• • *FRAME .IAMB ....6063 56 -_- _- .._......_._...__. - . ... • 1 • _•...._ •____ _ ._ TRACK INSERT ._. .__... ._- _... • • i61iO3 fa ! RA0. 6063-56 6063-56 - 1.970 1.470 • • VENT TOP/BOTTOM RAIL 9 (LAN. GLASS) 6 YE -1704 1/ VENT VENT MEETING RAI. 6063-56 ....... _--'_._ ...._._. .- 7 YE 1604 1/ VENT JAMB 511.5 ... _. J. • _ 6063-56 -.... ___.��... B YE -•11707 AS REOO PACGLAZING BEAD AF GLASS) _... 6063 TS .... --T .. ...._. _ : 16: % 9. Ji GLAZING BEAD (fNSUL LAM Gc4SS) ._. 6063-16 - ... .-. - __........ • -- r-1.434• • I .062 •• : • 0 3.287 FRAME HEAD • • •9 11E-14108 • • 2/ Whit TOP AND 601101 RAI AIL (L. GLASS) 8063-16 - : . 2A • 1,rR• 2/ VENT • TDP AND BOTTOM RAIL (INSUL LAC GLASS) .... .6063-T6 - • 1B1 1_ • -• •fes �i�w SETTING SOCKS EPOM _ ._._._..._ ... _._ - °UROMETER 80±5 SHORE A ., 11 Y1-1605 2/ VENT miss 9015565 14 NYLON HOUSING AT 2-1/e FROM EACH ENO AWP, FASTENED W/ (3) /6 X 1/4 PH SMS_ 3.786 1.123 Filil1.468 12 1H-715 2/ VENT ,_.. VENT LATCH ...... DAM AT 10-1/2 FROM TOP AND-BOTTOM- NDBOTTOM1.123 13 YF -14 2/ LATCH VENT LATCH SCREWS S S 14 YH-622 AS REOD. BLAB *STRIPPING OUROMETER 75±5 SHORE A -.. VINYL SULIJVAN ASULUVAN 3.536 �(- .062 l t� 3.036(YE-1601) 5.640(YE-16088) VENT TOP/90TTOM RAIL . 9A 11N1JL LAM.. .GLASS) 15 TH-602 A5 RE00. FIN 5581 SIRIPPING ... W' IATR9FAB AWP WINDOWS AND DOORS, LLC I 18130 N.W. 74TH AVE. JMERLE' . FL. 33166 ' f I, i TEL. (305) 897-2646 FAX (305) 883-1309 3 ji 16 YF -70 AS RE00. .. 1 I 6C. 2f.�1' FRANE/VENT ASSEMBLY SCREWS 30461. _ -.. CRS _it NN /8 X 1 P.H. 3145 4 AWP -_.._ 18 '01 -1603 2/VENT 19YF 71 2/ GUIDE _._ ..._. ... -( --_ _.... _._ BOTTOM GUIDE 4 GUIDE SCR SCREWS STEEL .... - AWP .�.T�._ . SCS r 1.624--.� 20 YH-1601 1/ WEEP 21 YH 1604 - ... OPEN CELL FOAM PAD (1' % 1' X 3/4')AWP OPEN CELL FOAM 340 (1-1/e% 1/4 X 1-3/') ... - �.. ._ .... AWP 7' I22 1.340 L24 A TN 1806 2 _ 02 ._.... _..5C 23 YH 1602 AS RE00. WEEPHOLE COVERS .,. ... _._.._...._._............ .. .......508 FIXED VENT CUP 8063 75 AWF _.._. AWP J i YH 1603 A5 RE00. ... ASREOD....._ NOV. VENT GUIDE GUNGE SCREWS... 6063 T5 CRS ....... .. ._... ... ._. _.., AWP /8 % 1' P.H.SCS_.._._...___......................................... .,a .062 F 2.685 .25....._..._vE-71..... 26 YH-1622 AS REOD. ......._.....__............. _._.._... _... 0542190 GASKET, pUROMETER 7065 SHORE A VINYL - 2 3.284.......I FRAME Slit -7 7 JAMB STILE T.....__ .7} __ 8 -' t- .314 I1 062 .---'i �- 2.000=--I .125-y Ii �-� L r j1f u'` 1 750. I v ( \o .125--' F I p- I_ t• s-' R� 1 (-.062 SILL --1.497 TRACK 2.583 i 1.461 11 l ) �. 1 7-340 .888 r � �� 1.- 23 FIXED VENT CLIP I-.950 24 MOV. VENT GUIDE I F- .939 6 MEETING RAIL 3.348 .062 [... ie viiI6Fi {nk:0275n2 sio c - VI Z 1 dr. by Au ...... rJ1 a J r 941I -I .1 �3D - own. All `VVVFNr,�''', • '. 2.273 1.618 1.339 I 1.050 ° .045 I 7.045 No. 70602 '• 789 1.380 3 FRAME h- JAMB --i-.375 GLAZING BEAD (LAM. GLASS) J .881 GLAZING BEAD - (INSUL. V-- LAM. GLASS) FL X18392 ' •� •. _ ''niiiifiL�1�+''� L .062 3.334 5 FIXED MTG. RAIL ignedU2/U4/2U1 • • •.• • • • ••• •• •. • • • .• •• • • • • • • • •• • • • • • •• •41.41 •• • • • . • • • • • 1 EE3BME QQ7TOM CORNER • 1416 • • • • •.• • •• • • • •• • • • • • •• •• • • • •• • • • • • • • • • • 6 • • • • • • • • • • • ••• 111 ••• • •• •• •• •• •. ••• •• • • • • • • • •• • • • • • ••• 10 • • VENT IQP/_EirTOM CORNER$ G\W15-56A Signed 02/04/2016