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WS-18-2180
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 F�OR1Op' Permit NO. WS-8-18-2180 Permit Type: Windows/Shutters ork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/24/201`8 1 Expiration: 02/20/2019 Project Address Parcel Number Applicant 379 NE 100 Street 1132060135390 Miami Shores, FL 33138- Block: Lot: MARIELENA GADOL Owner Information Address Phone Cell MARIELENA GADOL 379 NE 100 ST MIAMI FL 33138-2420 Contractor(s) Phone Cell Phone KONSTRUCTICA LLC (786)246-2529 Type of Work: WINDOW REPLACEMENT (6 WINDOWS) No of Openings: 6 Additional Info: Classification: Residential Scanning: 3 Fees Due Amount C C F $4.20 DBPR Fee $2.40 DCA Fee $2.00 Education Surcharge $1.40 Permit Fee $160.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $184.60 Valuation: $ 7,000.00 Total Sq Feet: 90 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-18-68570 08/16/2018 Credit Card $ 50.00 $ 134.60 08/24/2018 Check #: 1886 $ 134.60 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideratio f the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining there in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this it I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for L, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction g. Futhermore, I authorize thg above -named contractor to do the work stated. lt!hPl Signature: Owner / Applicant Building Department Copy August 24, 2018 / Contractor / Agent Auaust 24. 2018 Miami Shores Village Building Department BY ` 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No.W��� �) PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL F-IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [] CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: e I Dc) Ge� City: Miami Shores County: Miami Dade Zip:J� �3 Folio/Parcel#: 1 L'320(o— 013- 620D Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: � ` dvl OWNER: Name (Fee Simple Titleholder): SQy I Q nd tlon drKa Phone#: 3b Address: 3`7 C1 o E [b3 Si�•r-t City: �-lw6 Shores State: nune4c. Zip: 3313�-��1-a0 Tenant/Lessee Name: Email: �GOJ U k t hone#: CONTRACTOR: Company Name: /l5 jrycL CA L L ' Phone#: Address: /7X.30 Y vyoAe,- owpe Su"•ke, 125 City: &1 ml State: FL Zip: 33/57 Qualifier Name: zyi6 Fnrj aL,, Av,�ChCG� Phone#: State Certification or Registration #- CC-sC 4: /5 o�514 I R _Certificate of Competency #: DESIGNER: Architect/Engineer: 4t%»tee% S1!g6t Phone#: ,3pS—$86— CfTT6� Address: 379 NE /00 SJl' City: ki»��/1,a�5 State: rL Zip: 3313 � Value of Work for this Permit: $ 7, 000 Square/Linear Footage of Work: ')0 "ga Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ✓ 1r Specify, c6lorof color thru tile: Submittal Fee $ Permit Fee $ .1 b© — CCF $ Scanning Fee $ Radon Fee $ _ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $. CO/CC $ Notary $ ~ Double Fee $ Bond $ 'l� TOTAL FEE NOW DUE $ ✓ 0 (Revised02/24/2014) A Bonding Company's Name (if applicable) Bonding Company's Address 4 City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. N"N Signatur Signature OWNER or GENT CONTRACTOR The foregoing instrument was acknowledged before me this 05 day of :Ji,17C 20 %? by Q.Y► G��Cr76i who is personally known to me or who has produ as identification and who did take a NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY (Revised02/24/2014) The foregoing instrument was acknowledged before me this 8 day of 20, by v� who is personally known to . E me or who has produced -.—^mAA^AAentification and who did take an oath. N17ALE TARY PUBLIC: MY Cop,;;m,` '753; 0.d EXPIRES: Novailbe: 11, 2018 Plans Examiner Sign: Print: Seal: IIOFELIA CATA GGNZALEZ +My COMMISSION q FFI753 Structural Review Notary Public State of Florida Ana Maria De Cordova My Commission NA FF217186 Expires 04/05/2019 as ******** Zoning Clerk Property Information Folio: 11-3206-013-5390 Property Address: 379 NE 100 ST Miami Shores, FL 33138-2420 Owner SAUL GADOL &W MARIELENA Mailing Address 379 NE 100 ST MIAMI, FL 33138-2420 PA Primary Zone 1000 SG FAMILY - 2101-2300 SQ 0101 RESIDENTIAL -SINGLE Primary Land Use FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 2 Living Units 1 Actual Area 2,330 Sq.Ft Living Area 2,093 Sq.Ft Adjusted Area 2,090 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1950 Assessment Information Year Land Value 2018 $258,854 2017 $258,854 2016 $215,711 Building Value $145,464 $145,464 $145,464 XF Value $0 $0 $0 Market Value $404,318 $404,318 $361,175 Assessed Value $140,151 $137,269 $134,446 Benefits Information I Benefit Type 2018j 2017; 2016 Save Our Homes Assessment $264,167 $267,049 $226,729 jCap Reduction j 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). L._.. Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 E1/2 LOT 21 & LOT 22 BLK 39 LOT SIZE 75.000 X 115 OR 11280-1107 1181 1 Generated On : 8/10/2018 Taxable Value Information 2018i 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,151 $87,269 $84,446 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $115,151 $112,269 $109,446 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,151 $87,269 $84,446 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,151 $87,269 $84,446 Sales Information Previous Sale Price 11/01/1981 $115,000, OR Book -Page Qualification Description 11280-1107 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.gov/info/disclaimer.asp Version CONTRACT �M t 4i,^d 8570 NW 68 ST. Mimi, FI, 33166 E-MAIL Trendexwindows@bellsouth.net JOB NAME: Gadol, Edward LEGAL NAME: Edward Gadole OWNER REP/COMPANY: CONTACT PERSON: SAME PHONE: PHONE: CELL: 305-934-1976 CELL: 305-934-1976 FAX: FAX' E-Mail gadole@bellsoLith.net JOB ADRESS: 379 NE 100 Street BILLING ADRESS: SAME CITY: Miami Shores CITY: STATE: Florida STATE: ZIP 33138 ZIP: TRENDEX WINDOW IS PLEASED TO PROVIDE THE FOLLOWING PRODUCTS. PGT WINGUARD IMPACT QUOTE # 5285596 3,936.29 WHITE FRAME WITH GRAY GLASS WITH GRIDS 2 ACROSS AND 4 DOWN NOTE: FINISH WORK INSIDE HOUSE TO BE DONE BY OTHER. EXCLUSIONS: WINDOW CLEANING -ELECTRICAL WORK -PAINTING -BUCKS -MAJOR PLASTERING -BREAK METALS -LIFTS WINDOWSILLS. DOOR HAND ES, ALARM, HIDDEN STRUCTURAL REPAIRS AND UNFORSEEN CONDITIONS. COSTUMER/OWNER PURCHASE ORDER AGREEMENT MATERIAL h')3ti 2,0 the rights and remedies set forth F.S 713.05 will be deemed incorporated m anv order by costumer/owner." "No term prevision or INSTALLATION condition stated M customer/owner in a purchase order or elsewhere will be binding on TRENDEX WINDOW (TW) if anv conflict with, PERMIT t,t 1 OU inconsistent: with, or in addition to the terms and conditions stated in (TW) proposal, U TOTAL All orders subject to acceptance only at (TW) place of business in Miami. Florida.' TAX: 7% 275.54 -All disputes between the parties are to be subject to thejurisdiction of Miami -Dade Count). Florida. Failure by costumer/owner to pap GRAND TOTAL t" ",J I .e, for goods resulting in collection by (TW) shall suloject the costumer/owner of the goods to he subject to attorneys fee. cost and ORDER 1 50.00% %: 670.92 interest at the highest Iegalh permissible rate." MATERIAL BAL. 2 11, - 7 "All sales are final and mac not be revoked, cancelled or returned 67 costumer/owner, unless (TW) specifically agrees in advanced INSTALLATION In ariling.- PERMIT BALANCE Am deli, enor shipment dale quoted is approximate. No delay in shipment or delis en will give rise to any liabilit)for damages including but not limited to incidental or consequential damages, and costumer/owner wanes and releases anv such claim In no event shall any claim by coslumer/o—er entitle same to consequential or incidental damages, All such claims shall be limited to cost orgoods and labor provided." Customer/owner v,ill inspect the goods at the time of delivers and will notifc (TW) in writing of any claims of defects within two days alter, delix er, Failure, of customer/owner to glee written notice of a claim within the time period above gill be conclusively deemed to be w Lm er of that claim and costumer/owner will have waited ant right to reject the goods or to revoke acceptance of the goods." YLsIomedowner axgrecs to pay for all goods purchased on deInen of the goods. Until payment is made in full. the goods remain property remain properm of(TWhand subject to demand by (TW)." L'I W) prof ides a ohe }'ear warrant\ on material and labor purchased and installed by (TW) pursuant to this agreement." IT\VI disclanns alfuxpressand implied %.warranties. including but not limited to any warrant, of merchantability, fitness for a particular purpose. or suitabi:ur not provided herein". OFr A GONZALfrZ CELL 78� @(i3-235, THE EX Window v Owner/ :cling Rep. tiignah— � Ae ted by officer of Company 1 Read before�R I I this is a o. cis ahon sale. ;,rid do you not �� Lair the goods or services, } nu may cancel this agreement be mailing a notice to the seller. This notice most indicate that you do not mint the go,tds or services and must be postmarked before midnight of the third (3") business dac after you sign this agreement. If you cancel this agreement, the seller mac keep all or part of al)' cash down pa,\nrem not exeed the lesser of five (5%) percent of the cash price or ($50) dollars. Agreement t6 install:Luis Enriguqe Averhoff CGC 1525419 Will do installations for above Product. Cost of installation and Permit will be. Accepted by:. Date: Date: 1 6/25/2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 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). Acknowledgement: �a�icz�e-rya C-�o� Qualifier/Own r Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) El Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least l egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009,11/17/2014 WIND LOAD CALCULATION for O NEW WINDOWS for: MARIELENA GADOL 379 NE 100 ST MIAMI SHORES, FL 33138 qz = 0.00256 Kz Kzt Kd V^2 H= 20'-0" EXPOSURE-C -� 1= N/A *4 V=175 MPH Kh= 0.90py Kzt=1.00 `" Kd= 0.85 •••• qh = 0.00256 (0.90) (1.00) (0.85) (175)^2 •..• : ...•.• .: qh = 60.10 PSF ...... ... ...... ' W=qh (Gcp +/- Gcpi) •••• ••••• ...... .... ..... P= 0.60W ..'..' '..• : ...... . . . . ...... P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) SH(37"x50 5/8") SH(37"08 3/8") A= 6.55 SF A- 4.88 SF qh = 60.10 PSF qh = 60.10 PSF ZONE 5 ZONE 4 GCP= 1.00 GCP= 1.00 GCPi=0.18 GCPi=0.18 W= 60.10 ( 1.00 +0.18)= 70.91 PSF W= 60.10 ( 1.00 +0.18)= 70.91 PSF P= 0.60W = 0.60(70.91) _ + 42.60 PSF P= 0.60W = 0.60(70.91) _ + 42.60 PSF GCP= 1.40 GCP= 1.10 GCPi=0.18 GCPi=0.18 W= 60.10 ( 1.40 +0.18)= 94.95 PSF W= 60.10 ( 1.10 +0.18)= 76.92 PSF P= 0.60W = 0.60(94.95) _ - 57.00 PSF I 0:60W = 0.60(76.92) _ - 46.20 PSF WIND PRESSURE ALLOWABLE \\���� ��` \� p�-HRESSURE ALLOWABLE �1GENS + 80.00 F ' . �N '80.00 - 80.00 NO 80.00 MAN U� I SI QUA S .� �O STATE OF �4ORIDP,• ' \� 8331 SW 12 TERRACE 68ANI , FLORIDA 33144 /////&'ONAL ENC� 7 1 I I I 1 "' P.E. No: 20233 7 td;(305)586-4776 WIND LOAD CALCULATION for O NEW WINDOWS for: M ARIELEN A GADOL 379 NE 100 ST MIAMI SHORES, FL 33138 O O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) HR(111"x50 5/8")XOX HR(74"x38 3/8")XO A= 9.82 SF A= 9.76 SF qh = 60.10 PSF qh = 60.10 PSF ZONE 5 ZONE 4 GCP= 1.00 GCP= 1.00 GCPi=0.18 GCPi=0.18 W= 60.10 ( 1.00 +0.18)= 70.91 PSF W= 60.10 ( 1.00 +0.18)= 70.91 PSF P= 0.60W = 0.60(70.91) _ + 42.60 PSF P= 0.60W = 0.60(70.91) _ + *i2. PSF . . •... ...... GCP= 1.40 GCP= 1.10 • • • • GCPi=0.18 GCPi=0.18 ..•... •• . •.••.. W= 60.10 ( 1.40 +0.18)= 94.95 PSF W= 60.10 76.92 PSF V 0 0 0: P= 0.60W = 0.60(94.95) _ - 57.00 PSF P= 0.60W = 0.6%7f„�2) _ ;'!FB'2(T PSF �.�.. WIND PRESSURE ALLOWABLE WIND PRESSIgIE•tl-LOW.4Stp, ••••• + 60.00 + 75.bb - 60.00 - 75.Q0 • P=qz (Gcp +/- Gcp!) SH(37"x26") A= 3.34 SF qh = 60.10 PSF ZONE 4 GCP= 1.00 GCPi=0.18 W= 60.10 ( 1.00 +0.18)= 70.91 PSF P= 0.60W = 0.60(70.91) _ + 42.60 PSF GCP= 1.10 GCPi=0.18 W= 60.10 ( 1.10 +0.18)= 76.92 PSF \\\ P= 0.60W = 0,60(76.92) _ - 46.20 PSF �� ` \�L E s ....... , /n ice/ WIND PRESSURE ALLOWABLE Q► . ' �IGcNS�'•. + 80.00"- - 80.00 _ No. 20233 4MANUF-I 51QUr-:�5 O� TE OF /� � IC� CI�/IL_ ST'YZ I._IC'T-Llfnc f-il__ � �s ., ORIDP,.•'• �� / 8331 SW 12 TERRACE MIAMI , FLORIDA 33144 TONAL P.E. No: 20233 td:(305)586-4716 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 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 PrpgWt Control Section that this product or material fails to meet the requirements of the applicable building cock.. • ...... This product is approved as described herein, and has been designed to comply tivi 0the Florida Building • Code, including the High Velocity Hurricane Zone.- • • •; • • • • • 000000 .�. ! �.� . DESCRIPTION: Series "HR-710" Aluminum Horizontal Rolling Window —'� M • • • • • • APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontaf Zler Wi;c%w' Ympacof:. • • sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepaMttbJ:nanu1�4Mfgj-, signtd• • • and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Prodtt1t Control Rttisidn starhp• 0: 0 with the Notice of Acceptance number and expiration date by the Miami -Dace IVInty Product Control •. Section. • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • • • • • • • • : • • • LABELING: Each unit shall bear a permanent label with the manufacturer'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 there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.06 1 Expiration Date: December 21, 2021 1 Ls� Zo Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer sysfsiq and XL EdgeTM spacer system at insulated glass, prepared by Fenest*tig4 Vesting tllboratotq, •; • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated•1•1/16/15 06/07/16 and 06/02/16 respectively, all signed and sealed by la****s Ortega P.E. Submitted under previous NOA No. 16-0 714.13)• • • • :" 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2fMo-94 • •; • • 2) Cyclic Wind Pressure Loading per FBC, TAV203-94.":'. ""' to 0000000 along with marked -up drawings and installation diagram of an,MY aluminum 0 • horizontal sliding window, prepared by Fenestration Testing Lab'orktory,*In c.1 Test 0 0 0 0 0 Report No. FTL-5330, dated 07/18/07, signed and sealed by Care§ S. R;Mao P.E. (Submitted under NOA No. 07-0915.09) 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 ..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 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS • • • • 1. Anchor verification calculations and structural analysis, complyiMwith FBC- 5th • • • • • • Edition (2014) and FBC-611 Edition (2017), dated 03/31/17 and revised on-0/28/l7 prepared by manufacturer, signed and sealed by Anthony Ly11i0 0 ai�ler, P.E.. • 2. Glazing complies with ASTM E1300-09 0 .... . ..... D. QUALITY ASSURANCE .. .. .. . ...... 1. Miami -Dade Department of Regulatory and Economic ResoWpp§r(JtER). • . 0 . . . ...... E. MATERIAL CERTIFICATIONS 0 • 1. No. 16-1117.01 issued to Kuraray America, Inc. for their " WosifolS Ufti-Aclear, " Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 0709/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6" Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.13) i rge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815. 09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and expiring on 12/21/21. . . .... ...... . . . ...... .. . ...... .... . . .....• .... . ..... . ...... .... ..... . . . .... .. . ...... ...... . 00 . . . . ...... ...... . . ...... so 0 . orge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW IMPACT RATING DESIGN PRESSURE RATING 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). LARGE & SMALL MISSILE VARIES PER OPTIONS, A 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" PVB INTERLAYER.IMPACT RESISTANT SEE SHEET 9 B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. C. 5116" LAM CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .09W PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .09Q" PVB INTERLAYER- G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 30AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" PVB INTERLAYER- H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. 1. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. Y K.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. / L. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. , s 2. CONFIGURATIONS: OX, XO, XOX 3 "s 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD, 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL4859 AND FTL-5330, ELCO ULTRACON NONS ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABLE 1: Min. Anchor Anchor Type Frame Substrate Min. Edge Min. O.C. Embedmentor Group Member Distance Distance Metal Thickness M2, Steel SMS (Gr. 5), Southern Pine (SG = 0.55) 9116" 7/8" IMF 6063-75 Aluminum 318" 9116" 1I8" A (min. of3 threads beyond All metal substrate) A36 Steel or Gr. 33 Steel Stud 3(8" 9/16" 0.045• 18 Ga) Jamb Hollow Block (ASTM C90) 1-/4" 6" 1-1/4" 1/4" Elco UltraC onV All Concrete (min. 2.85 ksi 1" 4" 1-/4" B All Southern Pine (SG = 0.55) 1" 1" 1-3/8° 1/4" 410 SS Elco CreteFlex 4D All Southern Pine (SG = 0.55) 1" 1" i-w c r- 114" 410 SS Elco CreteFlex ® Jamb Hollow Block, (ASTM C90) 2-1/2" 6" 1-1/4" All Concrete (min. 3.35 ksi) 2-1/27 4" 1-314" TABLE 2: Material Mln. Fy Min. F„ Steel Screw 92 ksi 120 ksl Elco t1Rre0m 0 155 ksi 177 ksi 410 SS Elco CmteFlex 0 127.4 kai 189.7 ksi 8063-T5 Aluminum 16 ksi 1 22 ksi 6W3-TB Aluminum 25 ksi 30 ks: A36 Steil 36 ksi 58 kei Gr. 33 Steil Stud 33 ksi 45 Its] 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL, 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODES / STANDARDS USED: e2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION e2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION eASTM E1300-09 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 *AISI $100-12 eAISC 360-10 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 ELEVATIONS........ ............. 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS ............ 4 CORNER DETAIL .............. 4 PARTS LIST ....................... 5 EXTRUSIONS .................... 6 INSTALLATION .................. 7 DESIGN PRESSURES....... 8 ANCHOR QUANTITY......... 9-11 PRODUCT REVISED as complying v Ath the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Miami-1338eProduct Control ui OZ <Y ••••� M I'F •• Dw z W O•••• f uvl U) I N 0 ,0j O 0 a Own • Z Z _n •oD L) b •®� �• Lu co Z 2 4 • WAV -N a w ti> ado $ w O O LL z w Cl) N 0Z Q Z hem oO _ -1 o Z v u.1 2 wiu "J"a WAS QAx LYN/v . • .Mil * No. 58705 �0NAL�`�t 11111it C� A. LYNN MILLER, PZ P.E.9 58705 1/2" NOM. GLASS BITE 60,61,6e 1/2" NOM. GLASS BITE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT 118' ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090' PV8 INTERLAYER .090' PVB INTERLAYER W ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 5116, NOM. N 7/16' LAMINATED 5/16" LAMINATED GLASS 7116" LAMINATED GLASS EXTERIOR INTERIOR (ALL SECTIONS) EXT.GLASS KQDISPACE 0 4SG TPS SILICONE STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT MA INT. GLASS '-MELT BUM 3/16` NOM. INT. GLASS SUPER SPACER®NXTTm ALUMINUM REINFORCEMENT POLYISO- 50 21 50 BUTYLENE 85-88 5116" NOM. SEAL 1/2" NOM. 1/2" NOM. DES CCANi ROLL -FORMED _ GLASS BITE 59 GLASS BITE FR M STAINLESS STEEL 66,67,68,69,70, V 11W ANNEALED OR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 6H6' LAMINATED 5/16" OR 3/8' AIR SPACE 118' OR 3/16' ANNEALED OR TEMPERED GLASS 13/16'14 M. 13/16' LAMI IG GLASS W/ 5/16" LAMI DESICCANT FILL AREA 5116" NOM. .ICONE SEAL —( ExT. GLASS - I T EXT. GLASS 72,73,74,75,78, 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 090" PVB INTERLAYER INT. GLASS INT. GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS 3/18'0 WAIRDSPACE DURASEAL® XL EDGE"' 11W OR 3116• ANNEALED OR TEMPERED GLASS 87 SPACER O SPACER 13/16' NOW 13/16" LAMI IG GLASS W/ 7/16" LAMI GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090" PVB, 118' A) B. 5/16" LAM] - (1/8" A,.090" PVB, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.09(" PVB, 1/8- HS) D. 7/16" LAMI - (3116" A,.090" PVB, 3/16- A) E. 7/16" LAMI - (3/16' A,.OW PVB, 3/16" HS) F. 7/16" LAMI - (3/16- HS,.090" PVB, 3/16" HS) G. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8' A,.090' PVB, 1/8" A) H. 13/16" LAM) IG - 1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.09(" PVB,.1/8" HS) I. 13/16" LAMI IG -1/8' OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 118" HS) J. 13/16" LAMI IG -1/8" OR 3/16' A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) K. 13116" LAMI IG - 1/8" OR 3/16' A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAM[ - (3/16" A,.090", 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090", 3/16" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. "PVB" = KURARAY TROSIFOO PVB INTERLAYER TABLE 3' Part # Description Material 85 Kommeding 4SG TPS Spacer System See ffor Sheet for Materials 86 Quanex Super Spacer nXT with Hot Melt Butyl 87 Quanex Duraseal Spacer �88 lCardinal )L Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 6968 & 8970 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Mia i-D Product Control "4117: NEW SHEET w• • • • z Q� (0 VAN .�; .�. •••• _w O La o �• b• a 10••0CE to N _j CD a 0� a Z 0 m•. l:• ' • U• Iff F_ Z p4 �• o gj ti o Z W J LL 0 ON J ® m Qsi8 ' Z —I N g Z a R 0 moos o ZLU o it N r Q 0 i Ly N '��.`••' ceNSF�� — * . No. 58705 XN •. kt JI A. LYNN MILLER. P.E. P.E.# 58705 ••• 97 R/R" MAX. DLO VENT 54 5/16" MAX DLO FIXED FI— X i II I { ° I 'f t X 't i r 110" MAX. WIDTH I.F. FRAME - 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) 33 9/16" MAX. DLO FIXED C 33 9/16" MAX. DLO VENT --it II --1 —- �Ai I� 57 3/8" I I MAX. DLO ALL FIXED LITES j O i X ' C r 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 63" MAX. FLANGE FRAME ALL CONFIG. 27 3/8" 27 3/8" - 85 7/16" MAX. WIDTH I.F. FRAM �—E—� � —86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 1 SEALANT OR GASKET AT HEAD AND SILL 15 I: 43 I.F. FRAME 13 1 FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21 /2021 By Miam 3/24117: NO CHANGES THIS SHEET. •••• ' • . • • � o � �ii = %CFI ••.• c O Ld•0•. c W } 9' O r Uf �• •• z� • w� to cV • H -� r • e U U Q�� EJOW o w 0 p O J H ON z ¢ R z O � O S n U J J = Q W ``��►�tIJIJJtJrr ONY LYNN * No.58765 ,.0 ��, �rJJt!lllll��� A. LYNN MILLER, P.E. P.El 58705 MAX. HEIGHT FLANGE FRAME MAX. �J SECTION C-C (VERTICAL SECTION, FLANGE FRAME) INTERIOR 37 32 35 MAX. VENT DLO [-- MAX. FIXED DLO ---i "— MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX FIXED DLO --►-I i — MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) �J SILL (VERTICAL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, I.F. FRAME) MAX. VENT DLO 39 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21 /2021 By i 3/24h7. NO CHANGES THIS SHEET. •..• • o se z :See • 9i 00900 • M • O ❑ •�••LLp1 M• ..�z O •fin •o Q �O V q1t••••},� LLMii/.. N - y! O__t. ©' a- Lir r 9 z U • �s O LLl ama ti It Z o Z m 0 LL -..1 -O t_j iL O Z ® N Q W Pais Z O Z f2 z Li :5 LL a ix C �s o z Q pi mDl1O `,yttllItfill LYN/y OCENse f Cam: * No. 58705 7k = - -0 '• SATE F jU A. LYI�I�III�lIL P E PE.# 58705 TAQI C A• DW(3WN DESCRIPTION MAIL PGT# 1 4102 A IFIANCEFRAMIEBEAD 6063-T6 AL 612237 2 4025 SASH STOP STD. (ANTI LIFT QdF 6063-T5 AL 612244 3 98 X 3/4 PH. PAN HEAD 7934AA 4 4053 SASH STOP COVER SASH STOP 606345 AL 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 7 4137 ISILLADAPTOR 6063-TEAL 64137 8 4131 IROLLER TRACK 6063-T6 AL 64131 10 71298 WFEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 40012 A FLANGE FRAME IAMB 6063-T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 148 X 1.000 QUAD PN. SMS 781PQA 16 4110 G S(REW ADAPTOR 6063-T5 AL 6411OG 17 1 4054 B FIXED MEETING RAIL 60631M-T6 AL 64054A 19 4066 WSTP. 187 X 230 FIN SEAL 64066r 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP., Z0 X 270 BACTC, FIN SEAL 61683G 23 225-1 ROLIERHOUSING& GUIDE 42112HD 24 2 66 BRASS ROLLER WHEEIS BRASS 7BRWHL2 29 4128 HORIZONTAL RDILER SASH TOP GUIDE POLYPROP_ 44128N 32 4006 D SASH ME=GRAU, 6063HS-T6 AL 64006 33 1235 WSTP .170 X 270 RAM FIN SEAL 67SI6G 35 1096 JWTEEP LATCH DM -CAST 71096 36 1016 1#8 X .625 PH. FL. SMS 7858 - 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 WSTP..250 X 270 RACY, FIN SEAL 61683G 39 7070 BULB WFATHIIZSTRIP .187 X 275 67070K 40 LIFT RAILCAVERtCAP 74078"C' LORR 41 1 4139 L.F. FRAME HEAD 6063-T6 AL 64139 42 4140 IF. FRAME SILL 6063-T6 AL 64140 43 4141 IF. FRAME JAMB 6063-T6 AL 64141 50 (LAZING SILICb DOW 791,899,995 OR CE 7700 51 1224 VR4n G LkZINGBEAD BUIB 6TP247W 52 1225 VINYL GLAZING BFAD BULB 6T P248K 53 4039 B CLAZINGBEAD - 5116" 6063-T5 AL 64039B 54 4044 B GI A21NGBEAD - 5116" W/GPaL KIT 6063-T5 AL 644703 55 4222 A CEAZINGBFAD - 7/16" 6063-T5 AL 64222 56 985 C C7AZINGBEAD - 7116" W/CiMLKIT 6063-T5 AL 6985 59 4067 CL'.AZIIdGBEAD-13/16" 6063-T5AL 64067 60 GLASS 5116" LAMI(1/8- A .090PVB, 1/8" A 61 " 5116" LAMI L/8" A .090 PVB 1./8" HS 62 " 5/16" LAMI 1/8" HS .090 PVB 1/8" BQ 63 J 7/16" LAMI /16" A .090PVB 3/16" A 64 7116" LAMI 3/16- A _090PVB 3/16` 65 7/16" LANE 3/16' HS .090PVB, 3116' nMf DWG DESCRIPTION MAIL T Pam 66 GLASS 13/16- LAMIIG-1/9-A WINJ, 3/8"AIR SPAC F, 5/16" LA,IGII 1/rA, .090PVB,1/8"A 67 " 13/16- LAMI IG-1/8"A (MIN. 3/8" AIR SPA 5/16- LAMI 1/8-A, .090 PVB 1/8"HS) 68 " 13116" LAMI IG 118" A (MIN.), 3/8" AIR SPACE, 5/ 16' LAMI (1/8"HS, .090 PVB 1/8" HS 69 " 13116` LAMI ICr3/16"A QM.1 5/16- AIR SPACE, 5116' LAMI (I/8" A, .090 PVB, 1/8"A 70 It 113/16"LAMIlG3116"A 5116' AIRSPACE, 5/16' LAW (1/8"A, .090PVB, WHS 71 ft 113/16"LAMIIC,3/16"A afflXj 5/16" AIR SPACE, 5/16' LAMI U8"HS, .090PVB, V8" 72 " 13/16" LAMIIG•1/8"A(MIN.),1/4" AIRSPACE, 7/16" IAMI /16"A, .090 PVB, 3116"A} 73 13/16" LAMI IG1/8"A (MIIV. , 1/4" AIR SPA 7/16" LAMI /16"A .090PVB, 3/16"HS 74 13/16" LAMI IG•118"A (MIN.), I/4" AIRSPACE, 7/16- IAMI 3116'HS, .090PVB 3/16-HS) 75 13/1G' LAMI 1G3/16"A , 3/16- AIRSPACE, 7/16" LAMI /16"A .090PVB 3/16"A 76 1.13/16" LAW IG3/I6'A 3/16" AIR SPACE, 7/16" LAAff (3/16"A, .090PVB, 3116-HS 77 It 13116" LAW IG-3/16-A 3/16" AIR SPACE, 7/16' LAMI 16"HS, .090 PVB, 3/16" 90 1014 1 SGUMN FRAME (HOP. & VER) 3105-H14 AL 91 1630 SCREEN CORNER KEY WIRINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST•ST. 94 1624 SCREEN SPLINE - .135 DU. FOAM FM PVC 95 1635 1 ISCREEN SPLINE - .135 DIA. HARD 1M PVC 96 1 ISCREEN I GOER 2.784 J,.0621 1.988 43 I.F. FRAME JAMB #4141,6063-T6 1--+-- 2.710 --- o 41 I.F. FRAME HEAD 94139, 6063-T6 iN 2.710 42 I.F. FRAME SILL #4140, 6063-TB 3.152 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date,12/21/2021 By Miami-0 a Product Control 3/24/17: CHANGED GLAZING SILICONE. • • • . 0 ... �. 0 LO••.••iw I• O •paq J M••••$u to N .J40•W z,v- = D 1-- • AF 3.VN 0(.)2. U• U1za.t• aw oW > r C�Z.`°.. o O 0 Lf) J o z 0 (j) «.as o OLLJ U ale. • •.�� * No.58705 WAV- 10NAI. 0%1�� rlls X LYNN MILLER P.E. P.E.# 58705 ••.• • s ••.• L ---'> 1.273 1 122 i -•---2.71 FLANGE FRAME HEAD #4102A, 6063-T6 1 — 4---•.062 .490 L=j SASH STOP #4025, 6063-T5 062 1.183 1.349+-I 21 SASH TOP & BOTTOM RAIL #4105, 6063-T5 i .050 4;..678 1.096--�-� --•-� 54 GLAZING BEAD, 5/16" 940446, 6063-T5 (USED W1 GRILL KIT) Iu 1 2.71 U--1 FLANGE FRAME SILL 94136, 6063-T6 062 .437 1.46 HORIZ. ROLLER TRACK #4131, 6063-T6 I 2.2 - 1.081 �-- 32 SASH MTG. RAIL #40060, 6063HS-T6 .05 678 55 GLAZING BEAD 7/16" #4222A, 6063-T5 1.187 f-- FRAME SILL ADAPTER #4137, 6063-T6 ion- 062 187 �1.403� FIXED MEETING RAIL #4054B,6063HD-T6 2.326 1_ 9 .062 SASH SIDE RAIL #4126, 6063-T5 .050 •678 1.115 I GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) �1.513-01 tj.040 .738 �-1.443-� O SASH STOP COVER #4053, 6063-T5 1 -d— 2.7$4D n n 1.363 .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 .050 I FFL .678 1.096 1y F 53 GLAZING BEAD, 5/16" #4039B, 6063-T5 .683 .050 ---+�I-1.097 59 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Miami -Da roduct Control 3124117- NO CHANGES THIS SHEET. ..�. • •••••- LU • ••• M• • Q � O J C9 •••• LG N F- Z eta = < � O W � O Cr ti O W a r r v L1J J O V- D JPow � � z O N Co z IfpZ O was o = w O w U _ Q wart �a LYNAf !.. No. %705 :z OR 10 A. LYNN MILLER P.E. P.E.0 58705 SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, SEE ANCHOR SEE ANCHOR NOTE 1 1 3/8" TABLE, SHEET 1 TABLE, SHEET 1 MIN. % SEE ANCHOR = " TABLE, SHEET 1 1x WOOD BUCK, v NOTE 1 1/4" MAX. 1/4"X. MA SHIM SHIM SEE ANCHOR SEE ANCHOR TABLE, SHEET 1 DETAIL A TABLE, SHEET 1 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 14" SHIM 3/8" 1/4" MAX SHIM SEE ANCHOR MIN. I TABLE, SHEET 1 SEE ANCHOR SEE ANCHOR TABLE, SHEET 1 TABLE, SHEET 1 SEE ANCHOR ` I-�. a . SEE ANCHOR TABLE, SHEET 1 TABLE, SHEET 1 2x WOOD BUCK, NOTE 1 1x WOOD BUCK, NOTE 1 DETAIL E DETAIL F SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 TYPICAL FLANGE FRAME JAMB SECTIONS 1/4" MAX. —[SHIM I SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR _ TABLE, SHEET 1 DETAIL C 2x WOOD BUCK, NOTE 1 SEE ANCHOR TABLE, SHEET 1: NOTES: 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 4.0.131" DIA. MIN. X 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. 4 INTERIOR (JAMB DETAILS E, F & 1) EXTERIOR �j TS ERIOR INTERIOR(HEA &L DETAILS A, B, C, D, & H) 1/4" MAX. SHIIM SEE NOI 1 318" MIN. SEE ANCHOR TABLE, SHEET 1 DETAIL D 2-1/2" MIN. E TYPICAL FLANGE FRAME SILL SECTIONS IBEDMENT DETAIL L G (SILL) DETAIL I (JAMB} TYPICAL INTEGRAL FIN FRAME SECTIONS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Miamia Product Control 124117: REVISED NOTES TO COMPLY VWITI NEW • • • • Ix ANCHgRAGEy ADDED--%Tf•4! w ••••tie z •••� a N co,A°a •O • • • 0 .•• M o , �. .... ti ON •�� •� c •1` og•• OILZ Co. •�. • = LLI U V x.••®� 1- V o W O Z v U LdLL r J 0 �° U31 ~ h z UJI 0 F- z a N C) w d � o C) 0 0 U ¢ z = Olu —a sows YILYNr+��'' 7k . NO.58705 "�TE= �� N 1.,,QNAL �E \\.. A LYNN MILLER FR RE P.E.# 58705 1•4 1.4 TABLE 5: Maximum Design Pressure, DP (psi) XOarOX Oseratl VVIdth Oserall Haight Gass Type A, B, G, H C, D, E, F, I, d, K L 37' X. +75.0 ! 75.0 +75.0 / -75.0 48' 53-11W +75.0 / -75.0 +75.01-75.0 +75.01-75.0 +75,01-75.0 60• +75,0 / 75.0 +75.01-75.0 86' +75.0 / -75.0 +75.0 / 75.0 72• +75.0/-75.0 +75,01-75.0 74- +75.0/-75.0 +75.01-76.0 3r 36' +75.0 / 75.0 +75.0 / -75.0 48° +75.0 ! 75.0 +75.0 ! -75A 53-19r +75.0 / 75.0 +75.0 / -75.0 $0• +75.01 75.0 +75.0 / -75.0 g6- +75.01-75.0 +75.01 75.0 72' +75.0 / 76.0 +75.01-MO 74" +75.0175,0 +75.0 / -75.0 37' 38318' & +75.0 / 75,0 +75.0 / -76.0 48" +76.0 / 75.0 +75.01-75.0 53-11V +75.0 / 75.0 +75.0 / -75.0 60" +75.0 ! 75.0 +75.0 / 76.0 68' +75.0/-76.0 +75.0 / 75.0 72" +76.0 ! 75.0 +75.01-75.0 74' +75.0 J 75.0 +75.0 / -76.0 37" 48' +75.0 / 75.0 +75.0 / -75.0 48" +76.0 / 75.0 +75.0/.75.0 53-11W +75.0 / 75.0 +75.01-75.0 am 68' +75.0 / 76.0 +755.0 / -76.0 +75.0 / 75.0 +75.0 / 75.0 72" +75.D 1-75.0 +7a01-75.0 74' +75.01 75A +75.01-75.0 37" 50-W +75.0 / 75.0 +76.01-76.0 46' +75.0 / 75.0 +75.0175.0 53-IIV +75.0 1 75.0 +75.0175.0 60' +75.01-75.0 +75.0 / 75.0 68' +75.0 ! 75.0 +75.01-75-0 72' +75.0 / 75.0 +75.0175.0 74• +75.0/.75.0 +75.0/ -75.0 3r 54' +75.0 / 75.0 +76.0 ! 75.0 48' 534/8' +75.01-75.0 +75.0 f 75.0 +75.01-75.0 +75.0 / 75.0 6T +75.01-75.0 +75.0 ! 75.0 68' +75.01-75.0 +75.0 / 75.0 72 +75.01 75.0 +75.0 / 75.0 74- +75.01-76.0 +75.0 l 75.0 37' W +75.01 75.0 +75.0 ! 75.0 48• +75.01-76.0 +75.0 f 75.0 53.118' +75.0/ -75.0 +75.01 75.0 80' 66' +75.01.75-0 +75.01-75.0 +74.2 / 74.2 +75.0 / 75.0 72' 74- +69.61.69.6 +75.0! 76.0 +ee.1 I.68.1 +75.0 / 75.0 37' 67 +75.0 ! -75.0 +75.0 / 76.0 48' +76.0/-75.0 +75.01-76.0 53-19r +75.01-75.0 +75.0175.0 130" +75.01 75.0 +75.01-75.0 66' +70.21702 +75.0 / -75.0 77 +85.2 / -652 +75A ! -75.0 74" +63.81-83,8 +75.01-75.0 FOR ANCHORAGE SEE SHEET 9. TABLE 6: Maximum Design Pressure, OP (psf) XOX,1/3.1/3-113 Oreralt Width O%erall Height Glass Type A, B. C, G, H, I D. E, F, J. K L 4g Z8' +80.0 ! G0.0 +75.0 ! 75.0 53-1/6• +60.0 / -60.0 +75,01-75.0 60" +8Q 01 _W.0 +75.0 / 75.0 88' +BQ.0 / 80.0 +75.0 / -75.0 74' +60.01-60.0 +75,01-75.0 B4' 86-7116' +60.0 / 40.0 +75.01-75.0 +eO.01-60.0 +75.01 76.0 48 36 1 +e0.0 / .60.0 +75.0 / 75.0 53-IIW +60.0 J -W.0 +75.01 75.0 ' +60.0 ! .80.0 +75.0 ! 75.0 86' +60.01-80,0 +75.0 J 75.0 74" +60.01-60.0 +76.0176.0 84' +60.0 1-60.0 +75,0 / 75.0 88-7116' +00.01-80.0 +75,01-75-0 49' 53.1J8" 38318" +e0.01.60.0 +75.0 / 76.0 +60.01.60.0 +76.0 / -75.0 60' +60.0/-60.0 +75.0 ! -75.0 68' +eo.0 / -ea.0 +75.01-75.0 74' +80.O I -W.0 +75.0 / 75.0 84• +60.01-W.0 +75,01-75.0 867/16" +60.01.80.0 +75A ! 75.0 4a~ 48' +60.0 / -80,0 +75.a 1 75.0 53.1/8• +80.0 J -60.0 +75.0 ! -75.0 60' +60.01-W.0 +75.0175.0 86" +60.01-60.0 +75.0 / 75A 74' +60.01-60.0 +75.01-75.0 84' +60.01-60.0 +75.0/-76.0 86-7116• +60, 01-60.0 +75.0 1-75.0 48" 50-W +60.01.60.0 +75.01-75.0 53-1/8• +60.01-W.0 +75.0 / -75.0 60' +60.01-60A +75.0 J 75.0 86' +80.01-W.0 +75.01-75.0 74' +80.01-60.0 +75.0 145.0 84° +80.01.60.0 +75.0 1 75.0 867116 +60.0 / -60.0 +75.0 1 75,0 4W 53-W 54' +60,01-60,0 +75.01-75.0 +60.0 / -60.0 +75.0 / 75,0 80' +60.01430.0 +75,0175.0 66` +60.0 t -60.0 +76.01 75.0 74' +80.01-60.0 +75.0 ! 75.0 84" +60.01-e0-0 +75.0 / 75.0 86-7116" +80.0 / .60.0 +75.0 / -75.0 48' ev 1 +80.01.80.0 +75,0 / 75A 53-11W +00.01.60.0 +75.0 / 75.0 80• +MO 1-60.0 +75.0 / 75.0 66' +60.01430,0 +75.01-75.0 74' +MO 1-60.0 +75,0 ! -75.0 84" +60.0/.60.0 +75.01-75.0 88-711 tr +60.01-60.0 +75.01-75.0 48' 53-118" 83" 1 +80.0 / -e0.0 +75.01-75.0 +e0.0 ! -8Q.0 +75.0 / -76.0 ST +80.0 / -60.0 +75.0 / 75.0 86' +60.01-80.0 +75.01-MO 7,V 1 +60.01.60.0 +75,01-75.0 84• +BRO / 430.0 +75.01 75.0 86711B" 1 +60.01.60.0 1 +75.0175.0 FOR ANCHORAGE SEE SHEET 10. TABLE 7: Maximum Design Pressure, DP (psi) XOX, 114 -1/2 -1/4 Oterall Width Ouarall Height Glass Type A, S. G, H C, I D, E. F, J, K 53-'ii8" �. +00.0 / -60.0 +BOLO / -60.0 +75.01-75.0 60• +80.01-80.0 +60.01.60,0 +75.01-75.0 74' +60.01-60.0 +60.01-60.0 +75.01-75.0 a4• +W.01-60.0 +60.01-60.0 +76.0 / 75.0 98" +60.01-60.0 +60.01-MO +75-01-75.0 1063/8' +60.014 MO +60.01-60.0 +75.0 175.0 108' +6D.01.60.0 +60.01-60.0 +75.01-75.0 111' +60.01-MO +60.01430.0 +75.0 1 75.0 53-W +60.0 / -80.0 +60.01-60.0 +75.0 / 75.0 60' +60.0 / 4%10 +SOLO 1-60.0 +75.01 75.0 74" +60.01-60.0 +60.01.60.0 +75.0 J 75.0 84" +60.01-60.0 +60.01-MO +75.0 / 75.0 96" +60.01-WO +MCI -W.0 +75.0 / 75.0 1061W +60.01-WO +60.0 / -60.0 +75.0 / 75.0 108' +60.0 ! -60.0 +60.01-00.0 +75.0 J 75,0 I'll, +60.0/-BOLO +60.01.60.0 +75,D1 75.0 53-118" 38 t8' +60.01410 +MO 1.60.0 +75.0 J 75.0 e0• +60.01430.0 +60.01-6D.0 +75.0 / 75.0 74' +60.01-MO +MO I -W.0 +75.0 / 75.0 84• +00.01-eD.0 +60.0 / -60A +76.01-75.0 W+60.0 ! •50.0 +60.01.6D.0 +75.0/-75.0 1083f8' +6U.0 I -MO +60.01-W.0 +75.0/-75.0 108" +BOLO I -SOLO +60.01.60.0 +75.0 175.0 Ill" +60.01.60.0 +80.01.60.0 +75.0 J 75.0 53-Iff +60.0 / -BOLO +BOLO / -60.0 +76.0 / -76.0 60' +60.01-MO +60.D 1-60.0 +75.0 ! 75.0 74' +60.01-60.0 +MO 1.60.0 +75.01-75.0 84' +60.0 ! -60.0 +60.01.60.0 +75.01-76.0 96' 1N6 3J8' +60.01-60.0 +60.01 M.0 +75.0/-75.0 +60.0 / -MO +60.01-60.0 +75.0 J 75.0 Mr +BOLO I -SOLO +SOLO 1-60.0 +75.01 75.0 111' +80.0 / -MO +60.01.80.0 +75.0/-75.0 53-118" 50-W 3 +60.01-KO +80.01-00.0 +75.O 1-MO 60" +60.0 % 430.0 +SOL0/-60.0 +75.0 / 75.0 74' +60.0 I -80.0 +60.01-80.0 +75.01-75.0 84• +60,01-WO +60.0 / -80.0 +75.0 / 75.0 96• 108-W +60.0 ! •80.0 +6aO 1-60.0 +75.0 / 75.0 +60.0 / •80.0 +60.01-60.0 +75.0/-75.0 tos' +60.01.60.0 +60.0 / -60.0 +75.0! 75.0 111' +SOLO 1430.0 +60.01-60.0 +75.01-75.0 53-1/8" 54" +60.0 ! -60.0 +60.0 / -80.0 +75.0 / 75.0 60" +SOLO / 430.0 +MO I -MO +75.0 / 75.0 74' +80.01-60.0 +60.0! -60.0 +75.01-75.0 84' +60.01-60.0 1 +POLO 1-80.0 +75.01-75.0 ti6" +W.0 / -6D.0 +60.01-60.0 +75.0/-75.0 1061W +80.01-60.0 +60.01.60.0 +75.01-75.0 108' +60.01-W.0 +60.01-60.0 +75.0/-75.0 111' +59.51.59 5 +60.01 AD-0 +75.01 75.0 53-118' +80.0 / -60.0 +60.0 1 -80,0 +75.01 75.0 60" +60.0 ! 43&0 +60.01-60.0 +75.0 / -75.0 74' +60.01-MO +60.01-80.0 +75.01-75.0 84' +60.01-MO +60.0 / -60.0 +75.0/-75.0 88' +58.8156.8 +60A f -60.0 +75.0 / -75.0 106318" +55.2155.2 +60.01-aD.0 +75.0 ! 75.0 108• +54.5 f -64.6 +80,0 I.8D.0 +75.0175.0 111" +53.6 / -63.6 +60.01.60.0 +75.0 / -76.0 53-IW +60.01-60.0 +60.01-80.0 +75.01.75.0 6O" +60.01.60.0 +60,0 / 430.0 +75.0 / -75.0 74" +80.01-80.0 +60.01.60.0 +76.0 / -75.0 e4• +0 / -MO 6a+58.2 +60.01.80.0 +75.01-75.0 98• / 58.2 +60.0 / 4i0,0 +75.01-75.0 1 D8318' +52.3 / V-3 +BOLO / 4i0.0 1 +75.01-75.0 108" +51.7 / -61.7 +60.01.80.0 +75.0 / 76.0 111' +50.9 / -%0 + 9101.80.0 +75.0175.0 FOR ANCHORAGE SEE SHEET 11. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090" PVB, 1/8- A) B. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" HS) C. 5/16" LAMI -(1/8" HS,.090" PVB, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) E. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" HS) F. 7/16' LAMI - (3(16" HS,.090" PVB, 3J16" HS) G. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16' OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A) H. 13/16' LAMI IG -1/8" OR 3/16" A (MIN.), 5116" OR 3/8" . SPACE, 5116" LAMI - (1/8" A,.090" PVB,1/8" HS) 1. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090' PVB, 118" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3(16" A,.090" PVB, 3/16" A) K.13116" LAMI IG -1/8" OR 3/16" A (MIN.), 3116" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/1 W HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090" PVB, 3116" HS) NOTES 1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1- FROM TABLE SIZE DIMENSIONS. 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By ``'�11IIIIIII////! .� 0N` LYNN * No 567t75 SATE 1170NAL A. LYNN UI 19. RE. P,E.# 58706 TABLE 8: Anchor ems. XO or OX with Clads Types A, B, C, G, H & 1 ove d Wldh theray KeigX Anchor croup A Anchor Gawp 8 Anchor GWR C fkW & SAI Jamb Head & Sil Jamb Bead &Shli Jab 37, 2tr 1+C2+1 2 1+(2+1 2 1+C2+1 2 48, 53-V8" 1+C2+11 2 1+C2+1 2 t+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 W 1+C2+1 2 1+C2+1 2 7+C2+1 2 W 1+C2+1 2 1+C2+1 2 1+C2+1 2 7T 2+C2+2 2 1+C2+1. 2 1+C2+1 2 7C 2+C2+2 2 1+C2+1 2 '4C2+1 2 3r Ir 1+C2+1 2 1+C2+1 2 1+C2+1 2 48" i+C2+1 2 1+C2+1 2 `.+C2+1 2 53-VB' S+CZ+i 2 1+C2+1 " 2 ?+C2+1 2 6(r 1+C2+1 2 1+C2+1 2 +C2+1 2 W 1++C +1 2 1+C2+1. 2 ++C2+1 2 72" 2+C2+2 2 i+C2+1 2 +C2+1 2 74" 24,C2+2 2 1+C2+1 2 1+(2+1 2 37" 38&3ro" 'a+C2+1 2 1+C2+1 2 1+C2+1 2 49' 1+C2+1 2 1+C2+T 2 1+C2+1 2 53If8" 1*a+1 2 1+C2+1 2 1+C2+1 2 W 1+C2+1 2 1+C2+1 2 i+C2+1 2 88" i+„R2+1 2 1+C2+1 2 1 1+C2+1 2 77 2+C2+2 1 2 1+C2+1 2 1+C2+1 2 74, 2+C2+2 2 1+C2+1 2 1+C2+1 37• 4r 1+C2+1 3 1+C2+1 3 +-C2+1 3 48" 1+C2+1 3 1+C2+1 3 1+C2+1 3 53-W 1+C2+1 3 1+C2+1 3 1+C2+1 3 W 1+C2+1 3 1+C2+1 3 i+C2+1 3 8S' 1+c22+i 3 1+C2+1 3 1+C2+i 3 77 2+C2+2 3 1+C2+1 3 i+C2+1 3 74, 2+C2+2 3 1+C2+1 3 1+C2+1 3 37' 545t8' 1+C2+1 3 142+1 3 1+C2+1 3 48' 1+C2+1 3 1+C2+1 3 t+C2+1 3 53•V8" 1+C2+1 3 1+C2+1 3 1+C2+1 3 W 1+C2+1 3 1+C2+ 1 3 1+C:2+1 3 86" 1tr,,,i' +5 3 1+C2+1 3 1+C2+1 3 72' 2+-z-3+2 3 1+C2+1 3 +C2+1 3 74" 2+C3+2 3 i+C2+1 3 :+C2+1 3 37" 5d" 1+C2+1 3 1+C2+i: 3 1+C2+1 3 48" 1<20 3 1+C2+1 3 1+C2+1 3 MAW i+ 20 3 1+C2+1 3 {+C2+1 3 6v 1+rC30 3 1+C2+1 3 !+C 2+1 3 8B 1+C3+1 3 1+{2+1 3 i+C2+1 3 77 2+C3+2 3 1+C2+i 3 1+C2+1 3 74' 2+123+2 3 1+C2+1 3 1+C2+1 3 37" 8C1' 1+G2+1 3 1+C2+1 3 1+C2+1 3 48" 1+C3+1 3 1+C2+1 3 1+C2+1 3 53•V8" 143+1 3 1+C2+1 3 1+C24-1 3 W 1+0+1 3 1+C2+1 3 1+C2+1 3 W 1+C3+1 3 1+C2+1 3 1+C2+1 3 72" 2+CSArz 3 1+C2+1 3 4+C2+1 3 74" 2+0+2 3 1+G2+1 3 1+C2+1 3 37" 6F 1+C2+1 3 1+C2+1 3 'I+C2+1 3 48" 1+0+1 3 1+C2+1 3 1+C2+1 3 53-VT 1+0+1 3 1+C2+1 3 1+C2+1 3 ec 3 4+C2+1 3 1+C2+1 3 86" 1+C3+1 3 1+C2+1 1 3 1+C2+1 3 7T 2+C3+2 3 1+C2+1 3 1+C2+1 3 74" 2+C3+2 3 1+C2+1 3 1+C2+1 3 TABLE 9: Anchor Quantities, XO or OX with Glass Types D, E, F, J, K & L o ar$a WIM OwrsB Height Anchor GMW A Anchor Qvip 8 Anchor Group C Heed & Sj8 Jamb Heed & Sr1i Jamb Head & Sip Jemb 3r 2r 1+02+1 2 1+02+1 2 1+C2+1 2 41r 1+02+1 2 1+C2+1 2 1+02+1 2 53-1/B' 1+C2+1 2 1+C2+1 2 1+C2+1 2 6W 1+C2+1 2 t+C2+1 2 1+C2+1 2 68' 1+C2+1 2 1+C2+1 2 1+C1+1 2 72" 2+C2+2 2 1+C2+1 2 1+C2+1 2 74• 2+C2+2 2 1+C2+1 2 1+02+1 2 3r 3fi 1+C2+1 2 1+C2+1 2 1+C2+1 2 4W 1+C2+1 2 1+C2+1 2 1+C2+1 2 53-1/8" 1+C2+1 2 1+C2+1 2 1+C2+1 2 80• 1+C2+1 2 1+02+1 2 1+CZ+1 2 1+C2+1 2 1+C2+1 2 1+C1+1 2 7r 2+C2+2 2 i+C2+1 2 1+C2+1 2 74' 2+C2+2 2 1+C1+1 2 t+C2+1 2 37• 48" 3E-3/ir 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 t+C2+1 2 53-1/8" i+C2+1 2 1+C2+1 2 1+C2+1 2 80' 1+C2+1 2 1+C2+1 2 1+C2+1 2 66` 1+C2+1 2 1+C2+1 2 1+C2+1 2 7T 2+C2+2 2 1+C2+1 2 1+C2+1 2 74" 2+C2+2 2 1+C2+1 2 1+02+1 2 37" 48" 1+C2+1 3 1+C2+1 3 1+C2+1 3 Or 1+C2+1 3 1+C2+1 3 1+C2+1 3 53-IM 1+C2+1 3 1+C1+1 3 1+C2+1 3 W 1+C2+1 3 1+C2+1 3 1+C7+1 3 fie" 1+C2+1 3 1+C2+1 3 1+C2+1 3 72" 2+(2+2 3 1+C2+1 3 1+C2+1 3 74• 2+C2+2 3 1+C2+1 3 1+C2+1 3 37' W-5/6" 1+C.2+1 . 3 1+C2+1 3 2+C2+1 3 4W 53-1/8" 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 W 1+C2+1 3 1+C2+1 3 1+02+1 3 66` 72" 1+C3+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 74• 2+C3+2 3 i+C2+1 3 1+C2+1 3 3r 54` 1+C2+1 3 1+C2+1 3 1+C2+1 3 4W 53-1/8' 1+C2+1 3 1+C2+1 3 4+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 6Q" 1+C3+1 3 1tC2+1 3 1+C2+1 3 88• 1+C3+1 3 1+C2+1 3 1+C2+1 3 72" 2+C3+2 3 i+C2+1 3 1+02+1 3 74" 2+C3+2 3 t+CZ+1 3 1+02+1 3 3r 67 i+C2+1 3 1+C2+1 3 1+C2+1 3 46• 1+C3+1 3 1+C2+1 3 1+C2+1 3 53-1/8' 1+C3+1 3 1+C2+1 3 1+,C2+1 3 W 1+C3+1 3 1+C2+1 3 1+C2+1 3 66" 1+C3+1 3 1+C2+1 3 1+C2+1 3 72' 2+C3+2 3 1+C2+1 3 1+C2+1 3 74" 2+C3+2 3 i+C2+1 3 1+C2+1 3 3r 67 1+C2+1 3 1+C2+1 3 1+C2+1 3 4r 1+C3+1 3 1+G2+1 3 1+C2+1 3 53-118` 1+05+1 3 1+C2+1 3 1+C2+1 3 aw 1+C3+1 3 1+C2+1 3 1+C2+1 3 fib` 1+C3+1 3 1+C2+1 3 1+C2+1 3 7r 2+C3+2 3 1+C2+1 3 1+C2+1 3 74" 2+C3+2 3 1+C2+1 3 i+C2+1 3 TABLE KEY. O X 1+C2+1 3 —ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENT AND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) 8 3/4" MAX F--4"MIN., 10-1/2" MAX. 9" MAX. X O T MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE, 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX FROM CORNERS AND 221/2" MAX O.G. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT V FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Mi; V/24/17: UPDATED TAB" 1. El EI41TIQ14.. • • • • may, 1:GElY , QT * No. 58705 •73 O,n ITE T/7 �; ///Itritt���► f L P.E.# 587135 P.E. E 11 TABLE 10• Anchor QuanWes, XOX,113 -113 -113 with Glass Types A, B, C. G, H & I CM=11 Widlh overall H94M Anchor QvW A Anchor Group 8 Anchor Group C %iced & Sill Jamb Head & Sill Jamb Head & SS Jamb 40' 28" 1+C2+1+C2+1 2 i+C2+1+C2+1 2 t+C2+1+C2+f 2 53118' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 S+C2+1+C2+1 2 BP 1+C2+1+C2+1 2 1+G2+1+C2+1 2 i+C2+1+C2+1 2 W 1+C2+1+02+1 2 1 1+C2+1+C2+1 2 1+G2+i+C 2+1 2 74' +C20 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 84- 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 06-7/16' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 11+C2+1+C2+1 2 4$" 38- 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+i 2 53-1/$' f+C2+1+02+t 2 1+C2+1+C 2+1 2 1+C2+1+C2+1 2 6T 1+C2+1+C2+1 2 1+C2+1+C2+1 2 f+C2+t+C2+1 2 86" S+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C22+1+C2+1 2 74• 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 84" 1+C2+1+C2+1 2 f+C2+1+C2+1 2 1+02+1+C2+1 2 86.7/18" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 48" 38-31a- 1+C2+1+C2+1 2 i+C2+1+C;2+1 2 S+C2+1+C2+1 2 53-t18" 1+C 2+1+C2+1 2 1+C2+1+C 2+1 2 1+C2+1+C2+1 2 80r 1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 74" 1+C2+1+C2+1 2 1+C2+1+G2+1 2 i+C2+1+C2+1 2 84 1+C2+1+C2+1 2 1+C2+1+C2+1 2 f+C2+1+C2+1 2 $6-7116' 1+C2+t+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 48- 48" 1+02+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 53-W 1+C2+1+C2+1 3 1+C.2+1+C2+1 3 f+C2+1+C2+1 3 80 1+C12+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 W 1+C2+t+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 74" i+C2+1+C2+1 3 ]+C2+1+C2+1 3 f+C2+1+C2+1 3 84' 1+Cx+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 86.7116- 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 46" 504V 1+C2+1+02+1 3 1+G2+1+C2+t 3 i+C2+1+C 2+1 3 53•V8" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 6(r 1+C;2+1+C2+1 3 1+C2+1+C2+t 3 1+02+1+C:2+1 3 8$" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 f+C 2+1+C2+t 3 74" 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 84' 1+C.2+1+C 2+1 3 i+C 2+14+C2+1 3 1+C 2+1+C 2+1 3 1+C2+1+C2+1 3 1+C 2*1+C2+1 3 t+C2+1+C2+1 3 48' 541 1+M+1+C2+1 3 1+C;2+1+C2+1 3 1+C 2+1+C 2+1 3 53-im 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 $P 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 8$- 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 74' f+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84" i+Ci2+1+C2+1 3 1+02+i+C2+1 3 1+C2+1+02+1 3 86-7/16" 1+C2+1+C2+1 3 i+02+1+C;2+1 3 1+C2+i+C2+1 3 41P $P 1+C2+1+C2+i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118' 1+C2+1+C2+1 3 i+C2+1+C 2+1 3 1+C2+1+C2+1 3 8Cl' 88' 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+c2+1+C2+1 3 1+C2+1+C2+1 3 TO 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 84' 1+Cx+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 48' $3" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-im 1+C 2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 $P 1+02+1+02+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 88" 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 74• 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 $$•7H8" 1+C3+1+C3+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE 11: Anchor Quantities, XOX,113 -113 - to with Glass Types D, E, F. J, K & L Chereti Width OreraA HftM Anchor Group A Anchor G p B Anchor Grasp C Head & Sill .lamb Head & Sal Jarrib Head & SIII Jamb 48' 28' 1+C2+1+C2+1 2 1+C2+1+02+1 2 t+C2+1+C2+1 2 53-W 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1*C2+1 2 6(r 1+C2+1+02+1 2 1+CZ+1+C2+1 2 1+02+1+C2+1 2 $$" 1+C2+1+C2+1 2 1+C2+1+C 2+1 2 i+C2+1+C2+1 2 74- 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 84- 2 1+C2+1+C2+1 2 1+C2+1+Ci2+1 2 W7/1$' t+C2+1+C2+1 2 1+C2+1+C.2+1 2 1+C2+1+C2+1 2 48' 3$' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 53-18" i+C2+1+C2+1 2 4+C2+1+C2+1 2 1+02+1+C2+1 2 W* 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 W 1+02+1+G2+1 2 1+C2+1+C12+1 2 1+02+1+C2+1 2 74' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 84' 1+C2+1+C2+1 2 1+C;2+1+C2+i 2 1+C2+1+C2+1 2 a&7/18' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48- 38-W 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 53-1/W 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 80" 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+02+1+C2+1 2 88" 1+C2+1+C2+1 2 1++C2+1+C2+1 2 1+C2+1+C2+1 2 T4" 1+C2+1+C2+1 2 1+C 2+1+C2+1 2 1+C2+1+C2+1 2 84" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C1+1 2 88.711$- 1+C2+1+C 2+1 2 1+C 2+1+C2+1 2 1+C2+f+C 2+1 2 48- 48" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53•1/8' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60" 1+C2+1+C2+1 3 4+C2+1+C2+1 3 1+02+i+C2+1 3 SW 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+i+C2+1 3 74" 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84- FC�1+C2+1 1+S:1+13 1+C2+1+C2+1 3 1+C2+1+C2+166 7/t6' 1+C2+1 3 1+C+1+02+1 9 1+C2+1+C+1 3 4W 5D.&V 1+C2+1+C2+1 3 1+C2+f+C2+1 3 1 i+C2+1+C2+1 3 33-IlAr 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 8CY 1+C2+1+C2+1 3 1+C2+14C2+1 3 i+C2+1+C2+1 3 88" t+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 74- 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84- 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 6&7/Ur 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+G2+1 3 48" 541 1+C2+1+=+1 1 3 1+02+1+C2+i 3 f+02+1+C2+1 3 53-1/8" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 am 1+C2+1+C;2+1 3 1+C2+1+C2+1 3 1+C2+1+Ci2+1 3 W 1+Ci2+1+C2+1 3 f+C2+1+C2+1 3 S+C2+1+C2+1 3 74" 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C +1 3 84" 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+i+CZ+1 3 a$liv 1+C3+1+C3+1 3 1+C2+1+C2+1 3 i+02+1+C2+1 3 43' 53-1/8' 80- 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+i+C2+1 3 1+C2+1+C2+1 3 f+C 2+1+C2+1 3 f+C2+1+C2+1 3 80" 1+C2:+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 66" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7C 1+C3+1+C3*1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84" 1+03+1+C3+1 3 f+G2+1+C2+1 3 1+C2+1+C2+1 3 86 7/f 8 1+C;g+1+C3+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 48- 63" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/$" 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 80. 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 88' i+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74" 1+C3+1+C3+1 3 f+C2+1+C2+1 3 1+02+1+CZ+1f 3 a4" 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 067/18" 1+03+1+C3+1 3 1 i+C2+1+C2+1 3 i+C2+1+C2+1 3 TABLE KEY: X 0 X 1+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (4" MiN. O.C. ANCHOR SPACING) 25 3/4" MAX. --•-) F ---4" MiN., 10-1/2" MAX 9" MAX. X O x — — — MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying with the Florida Building Code INOA-No. 17-0411.06 expiration Dat 12/21/2021 By MiamProduct Control ••••i aat► 7 C� CAca us } Iti• • • • • s y C7 Q C> r WtA9 ' .. N. w 0 M' �,,• N Z IL 2r' �'ot rr ' 'W' _ _W6 9a L) co icO J A O LU 0 O 0) a �- Z • • 8 c W M 1L O O r C' � J , M $MK1S Z Z q _N LY }- Swe O Cl O U , Q Q = MML I -imD avt�ge LYf fIvfJ ��� �a . 10EM • y�� �`�i .z : No• 5&705 %0 Ate d��� � '!V. �s�s RiD?`.• ����• 70 //litllt141\ .A. LYNN MILLER, P.E. P.E# 58705 Anchor Duaniitles, X,OX,114 -1/2 -114 with Glass Types A, 9, C, G, H d+ I owrst Width ok"at Height Anchor Crap A Anchor Grp a Anchor Group C Head s SO Jamb Head IL SM Jamb Head & SM Jamb 53A/Ir 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 67 1+C:2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 14" 1+C2+i+C2+1 2 1+C.2+i+i2+1 2 1+C2+1+C2+1 2 64' 1+C2+2+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 116' losaw, 1+C2+2+C2+1 2 1 1+C2+1+C2+1 2 1+G2+1+C2+1 2 1+C2+2+C2+1 2 1 1+C2+1+C2+1 2 1+C.2+1+C2+1 2 for 1+C.2+2+C2+1 1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 111` 1+C2+2+C2+1 2 1 1+C2+1+C1+1 2 1+G2+1+C2+1 2 53-V8" 36' I 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 6t1' 1+C2+1+C2+1 2 I+C2+1+C2+1 2 i+C2+1+C2+1 2 74' 1+C2+1+C2+1 2 1+C2+1+t2+1 2 1+C2+1+C2+1 2 84• 1+C2+2+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 96• 108-W 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C.2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 103, f+C2+2+C2+1 2 1+G2+2+C2+1 2 1+C2+1+C2+1 2 111" 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+1+C2+1 2 53.1/6' 354W 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 60• 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+G2+1+G2+1 2 a4• 1+C2+2+C2+1 2 1+C2+1+CZ+i 2 1+C2+1+C2+1 2 96' 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 109418' 1+C2+2+C2+1 2 1 1+C2+2+C2+1 2 .1+C2+1+C2+1 2 for 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 11i' 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 53-lAr ar i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Mr 1+C2+1+C 2+1 3 1+C.2+1+C2+1 3 1+C2+1+t2+1 3 74' 1+C2+1+C2+1 3 1+C2+1+C2+1 -3 1+CW+C2+1 3 a34' 1+C2+2+C2+1 3 1+C2+i+C2+1 3 1+CZ+1+CZ+1 3 ga. 1+C2+2+C2+1 3 1+CZ+2+C2+1 3 1+C2+1+C.2+1 3 1004ir 1+C2+3+C2+1 3 1+G2+2+M+1 3 i+CZ+1+C2+1 3 1o8' 1+C2+3+02+1 3 1+c2+2+C2+1 3 1+C2+1+C2+1 3 111' 1+C2+3+C2+1 3 1+r2+2+C2+1 3 1+C2+1+C2+1 3 53-116' 5"'ir 1+C2+i+C2+1 3 i+C2+1+C2+1 3 t+C2+1+C2+1 3 or 1+C2+1+C2+1 3 1+CZ+i+C2+1 3 1+C2+1+C2+1 3 74` 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1-C2+1 3 64" 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+i+CZ+1 3 Or 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 1054V 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+1 3 iC18' 1+C2+3+C2+1 3 1+C2+2Kx+1 3 it +C2+1 3 111' 1+C2+3+C2+1 3 1+C2+2-M+1 3 +C2+2+C2+1 3 53 i16• 1+C2+1+C2+1 3 1+C2+1+CZ+t 3 1+C2+1+C2+1 3 60' i+C2+1+C2+1 3 1+G2+1+C2+1 3 1+C2+1+C2+1 3 74• i+C2+1+C.2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 64• 1+C2+2+C:2+1 3 1+0I+1+G2+1 3 1+C2+1+C2+1 3 tab' 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 10"9* 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 to3• f+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 111' 1+C2+3+C2+1 3 1+C2+2+C2+1 3 S+C2+2+C2+1 3 53-tW 1+C2+f+C2+t 3 1+02+1+C2+1 3 i+C2+1+C2+1 3 W* 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' 1+C2+1+02+i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84' 1+C2+2+C2+1 3 1+C2+1+G2+1 3 1+C2+1+C2+1 3 W 108418' 1+C3+2+C3+1 3 1+12+2+C2+1 3 1+C2+1+C2+1 3 1+03+3+0+1 3 1+C2+2+02+1 3 Z+C2+1+C2+1 3 1o6" 1+C3+3+C3+1 3 1+C2+2+C2+1 3 i+C2+1+C2+1 3 111• 1+C3+3+C2+1 3 1+C2+2tC2+1 3 1+C2+2+C2+1 3 53.11fr 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t10' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' 1+C2+1tG2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C3+2+C3+1 3 1+C2+1+r2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C2+2+CZ+1 3 1+C2+1+C2+1 3 10638' 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 for 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 111' i+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 4 TABLE 13: Anchor Quant1dee, XCX,114 -112 -114 wMh Glass Types D, E, F, J, K & L OWKWI Width oftmu Height Anchor G tow A Anchor Group B Arctwr Group C Head d SM Jamb bead d 84 Jwnh head 3 Spl Jamb 1! 26• 1+C2+ +C2+i 2 1+C2+1+C2+1 2 1+C2+ + 2 6Cr 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 74• 1+C2+2+02+i 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 84" 1+C2+2+C2+1 2 1+G2+1+C2+1 2 1+C2+1+C2+1 2 06' itto,116' 108" 1+C2+2+C2+1 2 1 1+C2+2+C2+1 2 1+C2+1+C2+1 2 I+C2+2+C2+1 2 1+C2+2+CZ+1 2 1+t2+i+GZ+1 2 1+CZ+2+C2+1 2 1+C2+2+C2+1 2 t+C2+1+C2+1 2 1i1' t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 5&114. 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+G2+1 2 tio' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 T4' 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 64' 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 96' 1064t6• 1+C2+2+C2+1 2 1+C:2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+3+C2+1 2 1+C,2+2+C2+1 2 1+C2+2+C2+1 2 106' 1+C2+3+C2+1, 2 1+G2+2+C2+1 2 1+C2+2+C2+1 2 111' 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 53-1Ar 36-W 1+C2+1+C2+1 2 1+02+1+C2+1 2 i+C2+1+C2+1 2 60' 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+M+1+C2+1 2 74 1+C2+2+C2+1 2 1+02+1+02+1 2 i+C2+1+C2+1 2 ti4' 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 90, 1+C2+2+02+1 2 1+02+2+C2+1 2 1+C2+1+C2+i 2 lttti38' 1+C2+3+C2+1 2 t+C2+2+C2+1 2 1+G2+2+C2+1 2 10ir 1+C2+3+C2+1 2 i+C2+2+CZ+1 2 1+C2+2+C2+1 2- tit"- 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 63-t18' 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 80' 1+C2+1+C2+i 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 74' t+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 64 t+C2+2+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 W f+C2+3+C2+1 3 1+C2+2+02+1 3 S+C2+i+G2+1 3 106W 1+C2+3+CZ+1 3 1+C2+2+C2+1 3 i+C2+2+C2+1 3 406• f+C2+3+C1+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 111' 1+C2+3+C2+1 3 1+C2+2+CZ+1 3 1+02+2+C2+1 3 d3-1/6' 50 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 W 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74, 1+C2+2+=+1 3 1+C2+1+C2+1 3 1-C2+1+CZ+1 3 t14 1+C2+2+C2+1 3 1+C2+1+C2+1 3. 1+C2+1+C2+1 3 9G i+C2+3+C2+1 3 1+CZ+2+C2+1 3 1+C2+1+C2+1 3 io6 16' 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1W 1+C3+3+C3+1 3 I+ 2+2+C2+1 3 1+C2+2+C2+1 3 111• 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+CI+2+C2+1 3 53-1/6' �• 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 W 1+C2r1+G2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 74' 1+C2+2+C2+1 3 1+G2+1+C2+1 3 1+C2+1+02+1 3 84' 1+C3+2+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 06' 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1064f8' 1+C3+3+C3+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 108• 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 tit' 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 83-U8' 1+C2+1+C2+1 3 1+02+1+C2+1 3 t+CZ+1+C2+1 3 b0' f+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' 1+C3+2+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t14' S+C3+2+ 3+1 3 1+C2+1+CZ+1 3 /+C2+1+C2+1 3 88' 1+C3+3+C3+1 3 1+C2+2+C2+1 3 14,02+1+C2+1 3 1064l6' 1+C3+3+C3+1 3 1+C2+2+02+1 3 i+C2+2+C2+1 3 loft' 1+C2+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 111' 1+03+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 5 lir 63" ll+C3+3+C3+113 1+C2+1+C2+1 3 1+C2+i+C2+1 1 3 1+C2+1+C2+1 3 60' 1+C3+t+C3t1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' i+C3+2+G++1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Of 1+C3+2+C3+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 96• 1+C3+3+(3+1 3 1+C2+2+C2+1 3 1+C 2+1+C2+1 3 1064v 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1o6' 1+C3+3+C3+1 3 1+C2+2+C2+1 3 t+C2+2+C2+1 3 111• I 1+C2+2+C2+1 3 1 i+C2+2+C2+1 3 10;11113WA X O X 1+C2+2+C2+1 3 --F—ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SILL (4" MIN. O.C. ANCHOR SPACING) 25 314" MAX. 1 --� (--4" MIN., 10-1/2" MAX 9" MAX' x o x MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP I ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLIN E. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT V FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Miami-0asN roduct Control • C? • it- • C'7+ •• •+ O ` U r r\••••• O •� Q o ate ITW O�• Q J 00 W • • J •O ZtL �' • 9+ Z i u. T- � _ W WU ado 0:1 F- z � ` Q °- u aN O LU n alno O o�j a �z... U w zt LL 0 tV O IN fa- C X z "ps ti o o = Ca L w � U tY v Q = apt awip LYNtV �. r* No.58705 � Ct 7 � � �O��s' �«fI1I11111\ A LYNN HILLER, P.E. P.E.# 58705 M IAM I•DIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeonomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 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, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH-700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • • • • • • • . 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or log .ajtq, state,..% 000000 model/series, and following statement: "Miami -Dade County Product Control ApjVpypa", unless.otherwise .. noted herein. 00 RENEWAL of this NOA shall be considered after a renewal application has beelffiteS and there has been • • no change in the applicable building code negatively affecting the performance of 09 troduct. • • ; TERMINATION of this NOA will occur after the expiration date or if there has Jbjeen.a revision or change • in the materials, use, and/or manufacture of the product or process. Misuse of this:N(3A!-as an;%%dJrsement* of any product, for sales, advertising or any other purposes shall automatically terminate• this XOA. Failuro*.. • • to comply with any section of this NOA shall be cause for termination and removal dt"NO'A. ." • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA416-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.08 2p� f Expiration Date: March 26, 2021 Approval Date: November 30, 2017 jjj Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. (Submitted under previous NOA No.16-0714.06) 2. 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, T4S 263-94 • ; • • 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202' 94 • • • • • • along with marked -up drawings and installation diagram of an:��KiLum single hung: .... window, with fin frame, prepared by Fenestration Testing Laboratory, Inc;.�q$. ' Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Lat'gaespada, • • • • • P.E. (Submitted tinder NOA No. 07-032Z 06) • • � • • • • • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : ••"" 2) Large Missile Impact Test per FBC, TAS 20� -9g• . • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAT203094 •;• along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel er P.E. Product Contro Ex finer NOA No. 1710630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 054018.01) 6. 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum ,§i'ngl%hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc.,'Tlssst • Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both si .n4qed'and Baby ....:. Edmundo Largaespada, P.E. • ...... 0...... (Submitted under NOA No. 05-1018.01) • *00 7. Test reports on:. 1) Uniform Static Aix Pressure Test, Loading pe FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 29r-V4: •' 0 :' • • • • 3) Cyclic Wind Pressure Loading per FBC, TAX X� 94 • along with marked -up drawings and installation diagram of an llurfAum stn�gl }dung • • • • •' window, with fin frame, prepared by Fenestration Testing Labolatgry. Inc.'Test ' Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11705'respeetiW both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) an el ere P.E. Product Contr 1 Exa finer NOA No. 7- 30.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 611 Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by m af2cturer, signed and sealed by Anthony Lynn Miller, P.E. . • . ...... 3. Laboratory compliance letter for Test Reports No. FTL4957, PTL4958 v: j+FL- ....:. 5063, issued by Fenestration Testing Laboratory, Inc., dated I(V4 Q�, signed.and sealed by Edmundo Largaespada, P.E. : 0.0; 4 • (Submitted under NOA No. 07-0322.06) • • • • • • • • • 4. Laboratory compliance letter for Test Reports No. FTL-4646, F',-3647,-•4648;..... FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Laboratory, Laboratory, •; Inc., dated 08/10/05, signed and sealed by Edmundo Largaespafla, Vt. � • • �; � •""' (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dat'bg March 07; •2:U16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. afi r z, P.E. Product oqtrol E aminer NOA-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL 0PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL" PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL '9PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL" PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 1. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL 0 PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOI® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX 0PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL BY KURARAY AMERICA, INC.) OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL "PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSIlAF8PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL. ADM-2015 •AISI S100-12 •AISC 360-10 NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 GLAZING DETAILS ............ 2 DESIGN PRESSURES....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... B-11 • Material Min. Fy Min. F. Steel Screw 92 ksi 120 k,§L Elco UltraCorM 155 ksi 177 ks6 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6083-75 Aluminum 16 ksi 22 k A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. Cs Cv: p4v.j; 3WitREVISED s'i. C�33731?3Y:i`�s Wtili the >~itick 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 3�i3sug. Code Acce-pMe. NC 1l' D t xtS 7. REFERENCES: TEST REPORTS 1771-4645, FTI- 4646, FTL-4647, FTI- 4648, FTI- 4649, FTI- 4650, FTI- 4651, FTI- 4723, FTI- 4957, FTL-4958 AND FTL-5063. sy ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ;�+t<,�:, E):=di Produce ALUMINUM DESIGN MANUAL I II! 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. LT IV i .e� F ' 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY •' HURRICANE ZONE (HVHZ). = >k ' 59706 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. "D STl1 OF''��'� 1070 TECHNOLOGY DRIVE �"' N. � EN IC 8, FL 4275 GENERAL NOTES i ' . �P, .•' �`� ��`sS'�ONAI E�G `�• Pander DMW f it CERT. OFAUTH.#292% ALUM. SINGLE HUNG WINDOW, IMPACT JR 06106117 G UPDATED ANCHORAGE TOFSC2017. BMW s,.� n..r,�ft Aw COPYRIGTT02017 A. LYNN MILLER, P.E. Of�er DW Chocbd O.b. RIES, INC. ® Epp s' 1 d 11 4040-20 G ALL RIGHTS RESERVED F. al1/05 J.J. 223/07 LLRIGGT RIGHTS RESERVED FL P.E.# 58705 •••• •••••• • I 41 37 1 M. .cW 1/2" NOM. GLASS BITE Part # Description Material 71 Kommerling 4SG TPS Spacer System See this Sheet for Materials 72 Quanex Super Spacer nXT with Hot Melt Butyl 73 Quanex Duraseal Spacer 74 Cardinal XL Edge Spacer Ktl-tKt-NUr ItJl KCYVK1o:rIL-0f1f,0U00*0V1U 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 7/16" LAMINATED 5116" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85 71-74 71.74 a EXTERIOR INTERIOR E> (ALL SECTIONS) "P%t/B" - KURARAY TROSIFOL 1/2" NOM. 1/2" NOM. PVB INTERLAYER 46 or GLASS BITE GLASS BITE SAFLEX�PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 38 70 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 7/16" LAMINATED AIR SPACE AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 141/8" TEMPERED GLASS 13/16" NOM. 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS ICONE STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS —IV INT. GLASS HOT -MELT BUM 3/16' NOM. BUTYL & DESICCANT FOAM j EXT.GLASS \—INT. GLASS KODISPACE 72 SUPER 71 4SG TPS SPAC ERIDNXT TM w.der o.k FisM.wflK JR OGA7BH7 G NO CHANGES THIS SHEET. MM Hy. Dow dld•d Dow F.IC 911106 J.J. .7 ALUMINUM REINFORCEMENT POLYISO- BUTYLENE 16" NOM. SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS—� L INT. GLASS DURASEALO 73 SPACER 370 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OF AUTH. #29296 COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGETm 74 SPACER INT. GLASS GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT SH7m Full 1.2 of 11 � 4040-20 NOTE: •••• LAM] IG OUTBQ40M' LITES MAY BE...... UPGRADED TQ 3/116", WITH NO CHAWGE IV DESIGN PRESSURE.; PRO D' UCT R2EG'ISED as com,; Tying Wit's the Flo&-& BuiRding Cady. Acceptance Na / Qs ExpifatiV Bate r ,?QZ j .1�, tiRGENSF If, * No.58705 o' 6 STA OF .� ,// ZONAL r A. LYNOOALIL�R, P.E. G FL P.E.# 58705 •••• •••• •••••• . . 000000 ...... . . .0 0 ..... •• • • • • • • • • .00000 •• • •• • Ill FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS IX2.15 WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" TABLE 1. 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 53 118" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO53 118" C,D,E,F,G,H,I,J,K,L +80.0 1 -80.0 +80.0 -80.0 1 +80.0 1 -80.0 +80.0 1 -80.0 1 +80.0 -80.0 +80.0 -80.0 +80.0 �0.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 50 618" 63" 72" 74" TABLE 2. 76» 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 631/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 53 118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) WIDTH GLASS TYPE 17 1/8" 22 11/16" 28 3/16" 33 3/4" 39 5116" 4413/16" 1 50 318" 55 15116" 531/8" J D,E,F,J,K,L% +80.0 1 -80.0 1 +80.0 -80.0 1 +80.0 -80.0 1 +80.0 -80.0 1 +70.0 -70.0 1 +70.0 -70.0 1 +70.0 -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAM) - (1/8"A,.090,118"A) FTL-4647, 4648, 4723, 4957 B. 5116' LAMI - (1/8"A,.090,1/8"HS) FTI-4647, 4648 C. 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL4647, 4648 D. 7/16" LAME - (3/16"A,.090, 3/16"A) FTL-4645, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4645 F. 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL4645 G. 13/16" LAMI IG -1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) FTL-4646, 4723 H. 13/16" LAMI IG - 1/8" T, AIR SPACE, 6/16" LAMI - (1/8"A,.090,1/8"HS) FTL4646 I. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL-4646 J. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL-4649, 4650 K. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3116"HS) FTL-4649, 4650, 4958 L. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL-4649, 4650 M. 13116" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A) FTL-5063 "O" W MEETING RAIL HT. "X" SASH "O" HT. MEETING RAIL "X" SASH W HT. "OMINUS W - SASH HT. HT. MEETING RAIL SASH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 1070 TECHNOLOGY DRIVE LIMITATIONS. N. VENICE, FL34275 DESIGN PRESSURES (941) 480-1600 Tw RaNdBr• aa. Ia>:: CERT. OF ALITH. #29296 ALUM. SINGLE HUNG WINDOW, IMPACT JR 06IM17 G I NO CHANGES THIS SHEET Swbm&fodek Sale Street Dr"1iptAx �+ COPYRIGHT02(717 �+ q nwn �1n Drmm By. Daw Checked Date: PGT INDUSTRIES, INC.jurs SH700 NTS 3 a7 1` 4040-20 G F.K. 9(1105 J.J. 2l2"7 - ALL RIGHTS RESERVED PRODUCT REVISM as Conroy* wifa Building cG& _ .v-iratk3i Dde -2D2I ,%klllllll . 58705 Eo %�ss •��ORiDA 'G`��� // ZONAJL A. LYNN MILLER, P.E. FL P.E.# 58705 49 5/8" MAX. FIXED DLO (ALL) SEE DLO O TABLE SEE DLO j TABLE X (MAX.) L 48 1 /4" MAX. VENT DLO (ALL) DETAIL A 1 /1 B SEE DLO TABLE O j SEE DLOT ABLE I1jl X j -53 1/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH j 75" MAX. I.F. D HEIGHT SEE DLO TABLE B --a- DETAIL D VIEW (CUSTOM SASH) 76" MAX. FLANGED HEIGHT 38 7/16" MAX. SASH HEIGHT SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) E SEE DLO TABLE 76" MAX. FLANGED C O j 75" Mi I.F. SEE DLO X SEE TABLE / NOTE 4 DETAIL C RADIUS TOP (STANDARD SASH) 7 75" MAX. 75" NIA HEIGHT E HEIGI 20" SASH HEIGHT SEE DLO TABLE O 76" MAX. FLANGED HEIGHT 20" SEE DLO TABLE X j/ SASH / HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 R DoW 1Zevlebr>r CERT. OF AUTH. #29296 O6/O6H7 G NO CHANGES THIS SHEET. COPYRIG14TO2017 Dow Ch"dmdB Date.' PGT INDIISTRES, INC. 911105 1 J.J. 2l23/07 ALL RIGHTS RESERVED 76" MAX. =LANGED 0-0**- ELEVATIONS Twx ALUM. SINGLE HUNG WINDOW, IMPACT S.Imsom of I a w.- shmt om kaw R�- SH700 NTs 1 4 « 11 4040-20 G. 76" MAX. FLANGED • HEIGHT • .... Imo— 2.784" —{ MAX. HEIGHT 2.330" 52 (LOW SILL) SEE NOTE ABOVE I NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED __ I= MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT • i OUTSIDE _ I .••••. MAX. FIXED LITE DAYLIGHT OPENING • •• MAX. WIDTH •':": SECTION A -A 0,0 6 • INTEGRAL FIN {I.F.) FRAME SECTIONS _ INSIDE • 47 T50 vn I [IF7r3O HIGH SILL f� 2.710" I.F. FRAME n II OUTSIDE rRODUCT REVISED as comPlYing with the Fkrida Buz!d=_ng Code Acccptmcv Wo 1 -0 P.0 Expiratim Date Mariffifletall 'law aONY.LYNN 3 30 ULTRALIFT 69 2 ONLY ULTRALIFT — * : No. 58705 12 ONLY SECTION C-C * = SECTION B-B ALTERNATE HIGH SILL RADIUS TOP :� C(' _ (LOW SILL SHOWN) (HEAD DETAIL - FLANGED VERSION) ;0 �ATW) : �U�� 1070 TECHNOLOGY DRIVE N. (g NICE. L 34 75 SECTIONS TMW %SS'ONAL PAWB,: air.: ,R CERT. OF ALITH. #29296luor ALUM. SINGLE HUNG WINDOW, IMPACT �''r JR 06/i7&N7 G NO CHANGES THIS SHEET � 80rr meet Dnra*gNa. Rw. .. A. LYNN MILLER, P.E. � � Ab, andod D— COPYRIGHT®2017 _ F.B SfH/05 J.J. T12a/07 P LT INDUSTRIES, INC. SH700 Half 5 a 11 4040-20 G FL P.E.# 58705 ALL RIGHTS RESERVED .••. .•.... • • ITEM DWG•# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOWSILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 5/8", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 #8 X.750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080-1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP... 170 X.270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3132" X 25/64" X 1" 71622K 36 1052 LAW IG SETTING BLOCK 1" X 3/4" X 1/16" 71052K 37 1 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 64039B 42 4044B GLAZING BEAD, 5/16 LAMI W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAMI W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 47 1 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A I FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1634 ISCREEN CORNER KEY W/RINGS 71630 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 1073 SCREEN SPRING 7CASP 59 E58 1624 SCREEN SPLINE-.135 DIA FOAM 61624K JR 0&V&17 1 G I NO CHANGES THIS SHEET. .wn By. I 'J. osls F./C 5V11?5 .J. 2l21N7 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OF AUTH. #29296 COPYRIGHT ID2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED REM DWG.# DESCRIPTION PGT# 60 1635 SCREEN SPLINE - .135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X 1/2 -7/16 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW791, 899,995 OR GE 7700 80 A GLASS, 6/16" LAMI, (1/8"A,.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAMI, (1/8"A,.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAMI, (3/16"A,.090 PVB,3/16"A) 84 E. GLASS, 7/16" LAMI, (3/16"A,.090 PVB,3/16"HS) 85 F. GLASS, 7/16" LAMI, (3/16"HS,.090 PVB,3/16"HS) 86 G. GLASS, 13/16" LAMI IG; 1/8'T, AIR SPACE, 5/16" LAMI, (1/8'A,.090 PVB,1/8"A) 87 H. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 5/16" LAMI, (1/8"A4.090 PVB,1/8"HS) 88 I. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 89 J. GLASS, 13/16" LAMI IG; 1/87, AIR SPACE, 7/16" LAMI, (3/16'A,.090 PVB,3/16"A) 90 K GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3/16"Ati.090 PV3,3/16"HS) 91 L. GLASS, 13116" LAMI IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3/16"HS,.090 PVB,3/16"HS) 92 M. GLASS, 13/16" LAMI IG; 1/8"A, AIR SPACE, 5/16" LAMI, (1/8'A,.090 PVB,1/8"A) 47 FRAME, I.F. HEAD #4071A, 6063-T6 .062 NOM THICKNESS 49 FRAME, I.F. HIGH SILL #4073A,6063-T6 PARTS LIST 48 FRAME, I.F. LOW SILL #4072A, 6063-T6 2.71 'NOM KNESS 50 FRAME, I.F. JAMB #4074B, 6063-T6 (USED AS RADIUS TOP HEAD) ALUM. SINGLE HUNG WINDOW, IMPACT %doas,d.r swls an..c Dww;mrrm per. S► 700 NTS 6 a 11 1 4040-20 1 G PRODUCT REVISED as convgying with dw Florida 9rril"g Cade Acc:ptrmca NO ral. Bate f By 1utimY Dade Product aQNY LYN/V VICENsR * No.58705 -13 *= �3O • STA (�' • ((/�� O % A C,Hil?ALL P.E. FL P.E.# 58705 I----- 2.784 TL 1.363 A62 O FLANGE FRAME HEAD #4002A, 6063-T6 1.749 2.710 .062 O FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) -�{ 1.342 .062 � .155 21 FIXED MEETING RAIL #4054A, 6063HD-T6,&\ .062 2.830 f+--- 2.784 - 10 (D FLANGE FRAME SILL (LOW) #4003C,6063-T6 .1. 062 .490 It1.451-- -1 OSASH STOP #4025,6063-T5 r--- 2.279 -+-{ LQ1.707 .os2 23 SASH TOP RAIL #4006C, 6063HS-T6 .062 2.946 3.446 �-- 2.784 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 2.326 - 2.638 062 68 SASH BOTTOM RAIL (HIGH) #4051 A, 6063-T5 I JR 1 0G/OGH7 1 G I NO CHANGES THIS SHEET. I F K 1 911105 1 J.J. 1 2123107 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OF AUTH. #29296 COPYRIGHT O 2Dt7 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED --1.513 - - j .738 .040 17 SASH STOP COVER #4053, 6063-T5 2.326 -� 1.979 I.F. FRAME 1 or 47 n FC2 11 6 or 50 6 or 50 SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT Il I.F. FRAME I� II VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 28 SASH BOTTOM RAIL(LOW) #4007, 6063-T5 .05� 678 1.096=i T --�-I 1.165 .062 1.349 31 SASH SIDE RAIL #4008, 6063-T5 O GLAZING BEAD 7/16" #4222,6063-T5 .050- .678 1.115-1 m P. I 45 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) .050 1 678 1.096 -, --- 7 aGLAZING BEAD, 5116" #40396, 6063-T5 ria 678 .050 1.096 - 1-•-�i 42 GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) .683 .050 T- i � F 1 1.097 46 GLAZING BEAD, 13/16" IG #4067, 6063-T5 EXTRUSIONS & FRAME CORNER DETAIL mr ALUM. SINGLE HUNG WINDOW, IMPACT s.+.bd.r. 8a.lr SAwt DradpNa ra.r SHMO Half 7 a 1 4oaa20 G WELD ALONG SCREW BO,'SS J21 • • • PRODUCT RE14SED a5 complying with the Florida BuRdLim Code A.,p'1-7-• o�� zrt 14. 1=xtz' mion Datellwmm ...... • • • �O Alf ....IYNN M/z �. N0.58705 F'P TiTE i �s ••. <OR10A .• \C�� 5/0 LNG A. (il�IQiwam E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 ANCHOR TYPE: p U U p U U p U U p U U p U U p U U U U p U v M Z Z (7 Z Z i7 Z Z m Z Z (7 Z Z co Z Z m Z Z c`� Z Z WINDOW GLASS c*4 0�0040 0�0NUNO'-ONUN0�'ONUN0�0NUN0�0cg0 0 0ci0�'0 �0 U U U� U U0 U U0 U �0 U � � U� U WIDTH TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 — 1 — 1 — 1 1 1 1 1 1 —2 1 — — 1 — H,I,J,K,L -- . 121 — 1 ...__.....__ 11 ......; — 1 21!1 . _.__... _..;.._.._..v_......_ 1?2221 ;.._._ 22;221122222222 ..._... — — — .. -- — 212 i 2 22222222222 2 3 2233 19.125AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1` 1 1 1 112 1:1 1 2 2 2 1 :2 -- 2:2 2 2 2;2 2 2 2;2 2 2 2 2 2i2 2;2 2 2 2 2 2;2 2;2 2i3 2:2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 121;1 'l 1212112221 2222:22;2222222222'32i22223222333223'3 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 1 1 12 112 12 12 22 12 22 22 22 2 2 22 22 22 2'3 22 22 2'3 22 2;3 3 3 22 33 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1'21;22223122122;31,221323222321321223332,23334323'33143344 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 12 22 23 12 2�2 2 3 12 23 23 22 2;3 22 2;3 33 212 3;3 34 32 33 34 33 44 23 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,I,J,K,L 221 2222!31 2232!32223232'22s323232334213333433343153344 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A,B,M 2;21'22 2i31223232;22 _ .. _ 23222,323232t — ._ 3;4233;3343,33;43'53344 ..._ _ _. . PSF 79 5 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 _.. 2 2 2 .... 2 -.... 2 _: — 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L K,L 1 2 2':. 2 213 2 2 2 3 2 3 2, 2 213 2 3 21; 3 213 2 4 2 3 3 3 3; 4 213 3= 4 3 5 3 3 3 4 4 5 3 3 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2—— 2 2_._.._.2_. 2.- 2 2 2 2 2 2 1 2 2s2 2 3 2: 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2'4 2 3 —2 3 3 3 4 2 3 3 4 3;5 3t3 3 4 4i5 4;4 212 3 3 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2222222!3222132;32233242�33;3342'333342`334353334453�44<5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB M 22 22 ..2 23 22 2:3 23 2s2 33 24 23 33 3 4 2;3 33 34 23 3i4 35 33 3;4 4:5 3'4 45 212 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3;3 3:4 213 3 4 3'4 2 3 3 41315 313 3 4 3'5 3 3 4 5 416 34 5'5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 22 2 2 213122 23 34 213 33 34 2AB '•..3 34 3 4 23 34 3;5 33 34 35 33 4;5 46 34 5':.5 2 2 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L 2222F22232;2233423343423343433343`533444634454;63'456 2 2 2 �_?2�2323?232 2 3 2 3 ABA 2 2 2 2 2':3 34 2 3 3'4 34 2'3 3'4 34 33 34 3'.5 3?3 44 4:5 3 3 45 4;6 3 4 4'S 2i2 2 3 JR 06/O 7 1 G INO CHANGES THIS SHEET. D.h. cnealea - o.ex F.1C 729105 J.J. 223A?7 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. see 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOq� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. *000 * 0 0 0 • • 5. DESIGN PRESSURE LIMITATIONS: 0 6 * 0 SIZE BLOCKS OF THE ADJACENT TABLE WITH'/: - ': BOLD ITALICIZED VALUE ABOVE THEM, INDIcAfEX MAXIMUM DESIGN PRESSURE WITH THE QUA61 W. OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE " MAXIMUM DESIGN PRESSURE FOR THE RESPFCTjn SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TART F KFY- MAX. PSF (DP LIWED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD _2_ JAMB ABOVE 2' 3 MTG. RAIL JAMB BELOW MTG. RAIL SEE TABLE 1 FOR FULL DP 1070TECHNOLOGY RIVE D-moll— N. VENICE, FL 342D75 ANCHORAGE SPACING, 1/1 WINDOWS (941) 4W_1600 Tyre CERT. OF AUTH. M2% ALUM. SINGLE HUNG WINDOW, IMPACT COPYRIGHTOMI7 S b oftWt Swire sh Na Rx PGT INDUSTRIES. INC. ® SH700 NTS 8 s 11 4QQQ-2Q G ALL RIGHTS RESERVED nRC)DljCf REVISED aS conjoyim with aw E3Gri.ding t od -Act,w1wict- No E. ira,,Rm Dais By i.;i:im' Dadeprod010 P��;. • LICENgF • ����� i _ * N0.58705 0 '. STATE 4� FL P.E.# 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE'-__--29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYPE. 0 0 .0 o 0 0 o 0 U o U 0 o 0 0 o 0 0 coo z zco0 Z zco0 z zc)0 z Zco0 z zco0 z Zcn0 z Zcn0 z z N0 NO�Ocq 040 N0-0 WINDOW GLASS cv 0 0cm N0 0cq o�Ocq 0C' 0cvON0 0C4 0 0 U U U U U U tJ U U WIDTH TYPE 5 U 0 0 0 3 0 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 11 - ..___ ._..._._. 1 1 11 ._.._,. 2221 __.._.. .. 222221 -...- - ....._ _ .._r._ 222.22222222222.22222;23222323'22232 _.......- -.. _.....-- 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 di 1 111 212 2 1 2 2 212 21 212 2 2 2;2 2!2 2 2 2 2 2 2 2;2 2!2 2'2 3 2 2 2 3 2 3 2 2 i PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 11 1i1 212 11 2 2 2'2 22 2'2 22 22 212 2;2 22 32 32 2'2 3';2 32 22 32 32 22 32 1 1 1 1 1 1 I1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1'1 11 2?2 1'1 22 2s2 22 2 2 2;2 2'2 2=2 22 3 2 32 22 3:2 32 22 32 32 2:2 32 1 1 22 PSF 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.00D H,I,J,K,L 1 1 11 1 1 22 22 22 22 33 22 33 33 32 33 33 2!2 33 43 3 2 4 3 43 32 43 1 1 1 1 1 1 12:2'2 2 1 1 2 1 1 1 1 1 A,B,M 122222222a23.32;23;3333;233332123i343324343324'3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 ......,._ _. 2 ....,...... 1 _-..-. 2 2 —r -. 1 .......;..._. 2 _........._._ 2 ;.._......... 1 ..... 2 ....... ._.. 2 ... 1 ........ .-....... 2 -.,,.... 37.000 H,I,J,K,L 111 2 2 _..r_.. 2`.2 ....__. 2 3 _.. _..._ 22 _---•- .............. 23 .. 33 .... , __ 2'2 3!3 33 33 413 3€3 32 33 43 32 4:'.3 44 32 43 1 1 1 1 2 2 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 qg,M _..._ 1 1 1 1 212 __-__ 2 2 ._.__..__ 2 2 ._..____ 2'3 2,2 213 3 3 2;2 3i3 313 3!3 4�3 3413 312 3i3 4!3 312 4 3 4;4 312 4 3 111 PSF 54 79 62 79 C,D,E,F,G,all 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _..,.. 2 2 _ T_ 1_2 2 2 2_ 40.000 H,I,J,K,L _�,r 121222222:3223`33'32;2334;3313433'33:34:344334;3443353 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A B,M 2 2 2 2 2 3 2€2 3�3 3`3 2i2 3'3 4 3 3:3 4,3 3 3 3`3 4'°3 4'4 3 343 4 4 3;3 5i3 1 212 PSF6 79 79C,D,E,F,G,2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2 2 33 3 4 213 313 4' 4 3 3 4 3 4' 4 3' 3 4 3 4 4 3 3 4 3 4'4 3 3 5 42 1 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2;2 3;3 2 2 3 3 3'4 2'3 3,3 4 4 4 4 1 3 3 414 3 3 4'3 4 4 3 3 5 4 A,B,M_ 3 3 4'3 4 3 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 111111 222`221233223;33'4333;3443;34.44,433444:443544.44:35�4 2 2 2 2 2 2 2 2 2 2 2 3 '2 2 2 2 2 3 _._. _.... 2 _. -.. 2 -..__. 3 - 2 2 ABM _..... -.. 2 2 2 23 _.... 334 .-....... ...... .; 3 3 3;3 4`4 3 3 - 4 4 _-- 4 4 ......_._............ 3 3 4 4 414 4'3 5 4 111 1 1 212 212 3 3 4'4 4 3 54 PSF 67 46 67 76 79C,D,E,F,G, r4l 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125 H,I,J,K,L111,1222'22123133:33;34`43-134'.44'4334'44`433445543545'54'35`4 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 33 2 3 A,B, 1!1112,2222'233333344334�44;43�34.444334:454435,45:4435'4 JR 10OW17 1 G INO CHANGES THIS SHEET. wm By DNs Cftscked DWr F.1C 7/29105 J J. 2l2�07 1070 TECHNOLOGY UKIVt N. VENICE. FL 34275 (941) 480-1600 CERT. OF AUTH. #29296 COPYRIGHT02017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FqA FLANGED WINDOWS. INTEGRAL FIN DIMENS19V.&., ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH'A':": BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A' MAXIMUM DESIGN PRESSURE WITH THE QUAMTW. OF ANCHORS SHOWN IN BOLD. OTHERWISE, IHE MAXIMUM DESIGN PRESSURE FOR THE RESPCCTI)M SIZE AND GLASS TYPE IS AVAILABLE. ' 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TARI F KFY- MAX. PSF (DP LIMITED) 117 HEAD 3 JAMB ABOVE 3 3 MTG. RAIL JAMB BELOW MTG. RAIL HEADI 2 JAMB ABOVE LL MTG. RAIL JAMB BELOW_ MTG. RAIL SEE TABLE 2 FOR FULL DP ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Swy*py� Sg1c atr.r D�iq Nn Aw.. sr-noo NTS 9 d 11 4040-20 1 G PROD UCT RS`+7-U%D es cDm dying w; kdw I"iclis ftstdiim Co& r r� Q Acceptice;L I +O D.Vi Fs iraC Date `LOZ} �l �J7i3:tti �.Yd, P-.)d wf �:F1tZ, No. 58705 O� =. ST TE O (V�� A. &N�r�kP.E. FL P.E.# 58705 .. . ...... .... •• • .00000 •• • . . •• • ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 ANCHOR TYPE: ❑ N O O U O U ❑ N O L) O U U O U o N O C.)U O ❑ N O U 0 O U ❑ N O O v L) O C) 0 N O () O U U O U ❑ N O 3 U O U L) O U ❑ N O U O U 0 O U WINDOW WIDTH GLASSM0NZrZM�cv��'Z�0NZrZc?ONZ�Z�OCyZ_ZqO�ZrZc?ONZ�ZC?ONZrZ TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 3 1 2 1 1 3 1 1 3 1 2 1 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K,L 1 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 3 1 1 2 1 3 2 3 1 1 3 1 3 1 3 1 2 1 3 1 4 1 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSFJ 79 37.000 D,E,F,J, K,L 1 1 1 -. 1 1 1 2 2 1 2 2 2 3 1 2 2 3 2 3 1 - ............. 3 2 4 2 _ ._ 3 1 .. 3 2 ... 3 2 4 1 3 2 - 4 2 - ..._._.. 4 1 _............_.__.... 4 2 5 2 5 1 4 2 5 2 PSF 79 79 79 79 40.000 D,E,F,J, K,L 2 1 2 1 2 2 2 2 2 2 3 2 3 2 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 6 1 2 2 3 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, K,L 2 2 1 2 2 2 _..---.._. 2 2 2 2 .._...... 3 2 2 _...._... ___._... 4 2F76 2 4 2 3 2 .... 5 2 _...._.__........_._.. 4 2 3 2 __........... 5 2 __...__ 5 2 _ __- _ 4 2 ._....._.... 5 2 _... _...._ 5 2 _..._..... _ 4 2 __.__... 6 1 1 2 2 3 3 4 PSFr7l 79 70 79 79 71 79 73 48.000 D,E,F,J, K,L 2 2 2 2 2 2 2 3 2 3 3 4 2 4 4 2 5 2 4 2 5 3 5 2..l 4 2 6 3 5 2 4 2 16 3 6 2 5 2 6 1 1 �2 2 2 3 PSF 79 63 71 79 64L74 66 77 69 69 53.125 D,E,F,J, K,L 2 2 2 2 2 23 2 3 2 3 2 4 3 3 5 2 4 3 5 3 6 2 5 3 3 6 2 5 33 7 6 2 5 3 7 1 1 1 2 2 23 3 4 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. o c� O c i c� N Z p 8 c� Z O 0 ❑ c� O N c� N Z O 0 c� Z O 0 ❑ c+� O N � c� N Z O 0 c� r Z O v o co O N N Z O� 0 Z O a ❑ or) O N c� N Z O v r Z O o c� O N c� Cl Z O C) r Z O 0 C" O N C) N Z O 0 r Z O o C'? O N 0 N Z O 0 Z H O WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 1 2 1 2 2 2 2 2 2 1 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 24 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 37.000 2 1 1 2 2 2 2 3 2 3 3 2 3 3 3 1 3 3 3 3 4 3 3 4 3 4 40.000 74 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 44.000 68 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 63 1 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 T 3 4 4 3 4 5 1 3 4 5 3 4 73 58 66 72 53.125 2 2 2 1 2 2 2 3 3 3 4 3 1 4-1 4 1 3 4 5 1 3 1 4 5 3 5 i 5 3 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELpW . 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW •••• WINDOWS ARE 125/8" MIN. TO38" MAX. 000000 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR ...;•• FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ,�ftE,• 1" LESS. •••••• 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A B&V • ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCFVA:• SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN • PRESSURE FOR THE RESPECTIVE SIZE AND GLASS .•• TYPE IS AVAILABLE. •• • 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQS. TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 4 MTG. RAIL TABLE 8. KEY: MAX. PSF (DP LIMrrED)j 112 JAMB BELOW1 2 MTG. RAIL FULL DP JAMB BELOW 2 MTG. RAIL SEE TABLE 3 FOR FULL DP ta7N?VENICELOG�D5NE ANCHORAGE SPACING, CUSTOM VIEW (941) 480-1600 77x N.dW.. D•Ix CERT. OF AUTH. 4292W ALUM. SINGLE HUNG WINDOW, IMPACT JR OaW17 G NO CHANGES THIS SHEET 2017 s. t sa., an..r Awilp Ab RW. WA"By DjdL' 0malod DsEz COPYRIGHT0 F.K. 7i19A?5 J.J ?l23/!77 PGT INDUSTRES, mC. ® SH700 NTS 10 d 11 4040-20 G ALL RIGHTS RESERVED SEE TABLE 3 FOR FULL DP PRODUCT' REVISED as emPlying with dw Fkxida B1ilGosg CO& Accc N10 I 063D 0 { Exlrim Date ' If a•_ LtiCENSF�� � Q'; '• to * : No. 58705 0, tATE� A. LYNN�MILi.ILR,P.E. FL P.E.# 58705 .... ...... ••.•. • • • . . •••••• •••••• .•.••• •• • • • • • • •• • 1-314" MIN. EDGE (ULTRACON ANCHOR) 2-1/2" MIN. EDGE (CRETEFLEX ANCHOR) 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 3) 1-1/4" MIN. EDGE 1-3/4" MIN. EDGE (CONC.)- 1/4" MAX. SHIM I-�- EXTERIOR INTERIOR (ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR /-(SEE NOTE 1 & 3) 2x WOOD BUCK (SEE NOTE 31 R 1 3/4" MIN. _a' 1/4" MAX. SHIM DETAIL A TYPICAL FLANGED HEAD ANCHORAGE WOOD ANCHOR (SEE NOTE 2 & 3) 1" MIN. EDGE 1-3/4" MIN. EDGE (ULTRACON INTO CONC.) 2-1/2" MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) 1 3/8" MIN. 1/4" MAX. SHIM -:•� CONCRETE ANCHOR, mo FH BELOW MEETING RAIL. (SEE NOTE 2) lirHrMaar 3.35 KSI MIN. CONCRETE �— OR 1.5 KSI MIN. CMU L1x BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1" MIN EDGE 1/4" 5/8" MIN. EDGE 2-1/2" EMBEDMENT MAX' SHIM n WOOD FRAME �-�- NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO ULTRACONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR ULTRACONS INTO CONC., 2-1/2" E.D. FOR ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5), 1/4" SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131"0 x 2-1/2" COMMON NAILS (F1667 NIL CM S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10-FIN MOUNTED ONLY (SEE DETAILS E, F AND G THIS SHEET) 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045" THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL : -'- SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOAL x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL *••:*• ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DIf1M* PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. •����• 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO ��•��• CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS (VtMr. FI ORIDA 811ILDING CODE. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR ID FRAME 1/4" MAX. _SHIM • U% lJ 5/8" MIN. EDGE PRODUCT REVISED 131" DIA. MIN. as complying wit the Flori& x 2 1/2" NAIL, 2-1/2" EM EDMENT AT CORNERS Building Cod` .- mptance No 08 .131" DIA. MIN. AND 5" O.C. "'aT`C �� I x 2 1/2" NAIL, WOOD FRAME By AT CORNERS Ivliarn,tdP,-dmtCb�rr�' AND 5" O.C. 5/S" MIN. EDGE 1.131" 1, I I I I I r! DIA. MIN. BRAT D 1/4" x 2 1/2" NAIL, ��`� a30 •YNN�, MAX. AT CORNERS SHIM AND 5" O.C. 2-1/2" EMBEDMENT DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) _ * : No- 58705 TYPICAL INTEGRAL FIN ANCHORAGES = ; OSE 1070 TECHNOLOGY DRIVE N. VENICE. FL ANCHORAGE DETAILS (941)4W-je3.2 n• OF : ,���' c(QRI}P.• GN ��•�� 'ONAEN�•�• ALUM. SINGLE HUNG WINDOW, IMPACTBr. �•S�A L� r, povw DOW CERT. OF AUTH. #2s2s6 JR OGW17 G REWSEDTOMATCHNEW2017FBCANCHORAGE. • n"a r t ` A. LYN�MILLER, P.E. a��. d. u. Crd DSW COPYRIGHT02017 PGTINDUSTRIES.INC.7noT 3H700 NTS 11 11 4040-20 G FL P.E.# 58705 F.K 91IM5 J.J. 023V7 ALL RIGHTS RESERVED .... ...... •