Loading...
WS-17-179 Permit NO. WS-1-17-179 �st!O1s y� Miami Shores Village Permit Type:Windowsl$hutters 10050 N.E.2nd Avenue NE Per ' Classification:Window/Door RepiaGern Miami Shores,FL 3313&0000 Permit Status:APPROVED Phone: (305)795-2204 CORiDQ` Issue Date: 1130#2017 Expiration: 07/29/2017 Project Address Parcel Number Applicant 80 NE 94 Street 1132060130300 Miami Shores, FL 33138- Block: Lot: KARIN AND TIMOTHY DAVIS Owner Information Address Phone Cell KARIN AND TIMOTHY DAVIS 80 NE 94 Street MIAMI SHORES FL 33138- 80 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 4,212.00 THE HOME DEPOT AT HOME SERVIC (954)336-0881 Total Sq Feet: 0 Type of Work:WINDOW REPLACEMENT(3 IMPACT) Available Inspections: No of Openings:3 Inspection Type: Additional Info:WINDOW REPLACEMENT(3 IMPACT) Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 DBPR Fee II1VOiCe# WS-1-17-62699 $2.00 01/30/2017 Credit Card $ 151.00 $0.00 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $151.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ing thermore,I authorize the above-named contractor to do the work stated. January 30, 2017 Auth t rued Signa :Owner / Applicant / Contractor / Agent Date Building De6artment Copy January 30, 2017 1 5OR1-93 S!� Miami shores Village ` Building Department • n 11911M 10050 N.E.2nd Avenue , Miami Shores, Florida 33138rres Tel: (305)795.2204 filOR1Dp' 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: X126 Qualifier/Owner Signature Date Print Name SNtOREs pt Miami shores Village NO ouol" Building Department 10050 N.E.2nd Avenue ORI©A 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) ❑ 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: 2. 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 1 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 I 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 Miami Shores VillagecFrNT�D Building Department JAN 24 Z017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY:_ Tel:(305)795-2204 Fax:(305)756-8972 -'--- INSPECTION LINE PHONE NUMBER:(305)762-4949 1 nFIBC 201 BUILDING Master Permit NoAN S 1 -•�1— 11 ' C l PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC F-] ROOFING REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION F-� SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 8O Me 44 St City: Miami Shores Y County F Miami Dade Zio 3 (3 a Folio/Parcel#:_I i•32 OG-Q 1"3-b3 C)o Is the Building Historically besignated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: t OWNER:Name(Fee Simple Titleholder):Tm�'�'�V NpkV�,t,� Phone#:,WS 1-7 31`,t t 9 Address:So NIE Q U S City: \t A ffi, !%C)p-e5 State: P t. zip: 33 Tenant/Lessee Name: NSA Phone#: Email: CONTRACTOR:company Name: The Home Depot At Home Services phone#: 954-336-0881 Address: 290 Cumberland Pkwy 300 -7 95b City: AtlantaState: GA zip: 30339 Qualifier Name: IN u% S t R a�nal�t e ` Phone#: 954-336-0881 State Certification or Registration#: Ct2C O y �R Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: Address: City: State: Zip: Value of Work for this Permit:$ y�•1 Z Square/Linear Footage of Work: Type of Work: F-1Addition ❑� Alteration ❑ New ❑ Repair/Replace Demolition Description of Work: 01427 gg! G a Specify color of color thru tile: Submittal Fee$ Permit Fee CCF s-" CO/CC$ _ $ _ 1303.,__.- Scanning Fee$ 9 Radon Fee$ ff DBPR$ Notary$ Technology Fee 4 . Training/Education Fee$. 1 em Double ee$ Structural Reviews$_ Bond$ TOTAL FEE NOW DUE$ I �� (Revised02/24/2014) Bonding Company's Name(if applicable)_ A Bonding Company's Address City • State Zip Mortgage Lender's Name(if applicable) N Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in goad faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject t ttachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection lich ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not approved nd a reinspection fee will be charged. c Signature Signature,,,e. --C OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1—day of yY80 by f-) day of -VA-t --J 120 i_,by 'tl mtiTW -tu I S who is personally known to &Wtc orbs. n. y known to me or who has produced DL hlao-&3-�aq-333 as me or who has produced as identification and who did take an oath. identification and who d `take an^oath—'-'-- ti°='°= .."'V pL ARIUSKA L'GRALES NOTARY PUBLIC: NOTARY PUBLIC: ;<�,a�,`6; Notary Public-Stzte of Flor:-a C:mmission# FF2201CB My Cr-nm.Exp'res Apr 13,2019 Sign Sign: � ��.i„ Eoni_ h t iA. o . `-ry P�°^ Print: Print: INI Seal: z?` Notary Public-State of Florida Seal: My Comm.Expires Jun 17,2018 Ftp' Commission#FF 133640 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) WINDOW AND DOOR INFORMATION SHEET JOB# 9773177 Name DAVIS Location APPROVAL MULTIPLE Opening Corner PRODUCT APPROVED REQUIRED OPENING Window Opening WINDOW ARE Location Zone ACCEPTANCE PRESSURE DESIGN PRESSURE Dimension MULLION SHUTTERS No or NUMBER Style (+)PSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REQ. REQUIRED 1 4 16-0714.06 SH 64 80 40.1 43.4 32 32 N/A NO 2 4 16-0714.06 SH 64 80 40.1 43.4 32 32 N/A NO 3 4 16-0629.14 Pw 80 80 40.1 43.4 95 18 N/A NO IPNU3PNL=SLIDER GLASS WINDOW/SH=SINGLE HUNG/DH=DOUBLE HUNG/GD=GARDEN DOUBLE SWING DOOR/PD=PATIO SLIDER DOOR/CASE=CASEMENT/ PICT= PICTURE WINDOW/ED=ENTRY DOOR/AWN=AWNING A ' �17 � JAN 4 2017 M�am Shoes V�Ilage gPPROlv'ED BY DATE .. ... .. ZONING DEPT / . . .. . . BLDG DEPT .. ... .. . . . .. SUBJECTTO CChIPLV-NCE WITH ALL FEDERAL . . • . . • STATE AND CCI_Nr+f ALA-ES AND REGULATION • . . • • . • . • . 1 OF 1 WINDOW/SHUTTER DIAGRAM SHEET 80 NE 94 STEET 3 2 GARAGE 1 ENTRY DOOR MRH 15' ROOF SLOPE 3/12 .. ... . . . . . .. . .. . . . . ... . . . . . . .. ... .. . . . .. . ... . ... ... . . . . . . . . . . . . .. . so* .. . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1 OF 1 FLORIDA BUILDING CODE 2014-ASCE/SEI 7-10 -WIND LOAD TABLES-170, 175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY- EXPOSURE C 170 MPH VELOCITY- EXP05URE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than .Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positivel Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 46.3 1 50.2 1 61.8 1 .50.6 54.9 1 67.8 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION BROWARD COUNTY, PALM BEACH AND OTHER LOCATION BP.OWARD COUNTY, PALM BEACH AND OTHER EXAMPLE COUNTIES EXAMPLE COUNTIES WIND PRESSURES IN PSF WIND PRESSURES IN PSF 175 MPH VELOCITY- EXPOSURE C 175 MPH VELOCITY- EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4 5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 045 36.7 39.7 48.9 40.1 43.4 53.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1 tZn__f0_ 39.0 42.2 51.9 2.6 45.22 57.0 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 47.2 51.2 63.0 51.6 1 56.0 69.1 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 49.1 53.2 58.2 71.8 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION IAMI-DADS COUNTY LOCATION MIAMI-DADS COUNTY EXAMPLE EXAMPLE GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE W INDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BYTHIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLYAPPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings.For building-30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building>30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height,wichever is greater.Based on the FBC-HVHZ,use Exposure C when building is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 39,open country and grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height,whichever is greater 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH 6000 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) • • 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) • • •••• •••0:0 11-TRIBUTARY AREA:10 SQF •••• i • • • 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height,but not less than ing I r�%r of 4%o:Re•••• ••• • least horizontal dimension or 3 ft. • 00.000 • :so**: • • 000•• 0000 •• • • • 0000 v* .,: 0• Rcer Stop, E N G C O,Inc.EngineenrgServices-CA8116iz 1791 Blount Road-unit 907i Z4 Pompano Beach-Florida 33069 • •••9i• Tel:(754)307-1319 Fax:(754)205-6846 HEIGHTMEAN ROCIF E-mail:Engco@AOL.com ••••• a<=BW x 0.1 or a<=h x 0.4 PEDRO DE FIGUEIREDO AV 2 9 2016 BW less or equal than BL PE 52609 a must not be less than NOT VALID W/OUT SEAL a=3feet or a=0.04xBW 4/13/2016 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.miamidade.gov/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 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 F dated 05/05/16, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,t1q, state, model/series, and following statement: "Miami-Dade County Product Control App;ovoctunless otherwise�'�' • noted herein. •• • 0000.. 0000.. . 0000.. RENEWAL of this NOA shall be considered after a renewal application has beeno leZ•and there Inas been• • 0000.. no change in the applicable building code negatively affecting the performance of thVl%vt�pct. :0. •. 9 • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change••:• • 000000 0000 0000. in the materials, use, and/or manufacture of the product or process. Misuse of this W.4L.Is an sement...... of any product, for sales, advertising or any other purposes shall automatically termitta"this NOA.Failure to comply with any section of this NOA shalt be cause for termination and removal of NbA. 9000:0 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dadii County, Florida, and:6 9 6 6: followed by the expiration date may be displayed in advertising literature. If any portion of the+J4A 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 NOAH 15-0519.08 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.16-0714.06 M AMbDAbE co /Z 1 Expiration Date: March 26,2021 • ' Approval Date: August 18,2016 Pagel PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 F dated 05/15/16,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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 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, 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 si Vle•4ung window,with fin frame,prepared by Fenestration Testing Labotatot ,Inc., Ttgf 0 Report No. FTL-4957, dated 10/03/06,signed and sealed by Edti r�4o Larjaespada, • • P.E. (Submitted under NDA No.07-0322.06) • 3. Test reports on: 1)Air Infiltration Test,.per FBC,TAS 202-94 •••• ' •• 00 90:000 ..2)Large Missile Impact Test per FBC,TAS 201:04 : • 3)Cyclic Wind Pressure Loading per FBC,TA203;94 0000 00*0:0 along with marked-up drawings and installation diagram of an:ahMnum single hung...:. window, with fin frame, prepared by Fenestration Testing �Labi%story; Inc., Test,,,,: Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/2r/06, both'Argndd and sealed by Edmundo Largaespada,P.E. • (Submitted under NOA No.07-0322.06) Manuel Per Product Control E�er NOA No. 16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 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. 07-0322.06) 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 FTL-4723, dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 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 single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05,both signed and siakfty Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) 0000.. 0000.. . 0000.. 7. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FJJC TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 204.94. :•• •• " 3) Cyclic Wind Pressure Loading per FBC,TAS•2e3-94 •• ••;••. . 0000 . 0000. along with marked-up drawings and installation diagram of an al�unxium si%041V lung 00 00 . 000000 window,with fin frame,prepared by Fenestration Testing Labpratw, Inc., Test 0• Reports No. FTL-4948 and FTL-4646, dated 08/10/05,both s;gned'and sealed by :0660: 000000 Edmundo Largaespada,P.E. . . 0 0000.. (Submitted under NOA No.05-1018.01) " ' • VV Manuel P ez, E. Product Control x iner NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 E C g . fps i PGT Industries,Inc. 6 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Y S i C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"' Edition (2014), dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08) 2. Glazing complies with ASTM E1300-09 6 D. QUALITY ASSURANCE E 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS z 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5A Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08) •••• 3. Laboratory compliance letter for Test Reports No. FTL-4957,FTL'4958 aV17TI, 5063,issued by Fenestration Testing Laboratory,Inc.,dated 1 Q/Y�jq�, sigieelv6d •• ; sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) • 4. Laboratory compliance letter for Test Reports No.FTL-4649, PPL'4723.VIVO-4947,•;••• FTL-4650,FTL-4948 and FTL-4646, issued by Fenestration7astilg Laboitiatory, •••' .. .. .... ...... Inc.,dated 08/10/05,signed and sealed by Edmundo Largaesp4d;jJjE. .• (Submitted tinder NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, cttted Varch•09, 2016, ;• ; signed by Ishaq Chanda, P.E. • G. OTHERS 1. Notice of Acceptance No. 15-0519.08,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and expiring on 03/26/21. Manuel Pe ez, E. Product Control E am'.er NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: .2014 FLORIDA BUILDING CODE(FBC),STH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E130D-09 .ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION A.5/18"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-KURARAY BUTACITE o -ALUMINUM DESIGN MANUAL,ADM-2010 PVB(BY KURARAY AMERICA,INC.) .glSlstoo-o7rs2-2010 OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.5/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE*PVB(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 BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3/18"ANNEALED GLASS WITH A.099'KURARAY BUTACITE'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 3/18"HEAT STRENGTHENED GLASS WITH A .090'KURARAY BUTACITE*PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE OPV13(BY KURARAY AMERICA,INC.) SHEET OR.09D"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13116"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 GLAZING DETAILS............2 .090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 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 ELEVATIONS... OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE® PVB(BY KURARAY AMERICA,INC.) .............4 OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONNSS.............5 HOR 5 I.13116"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS PARTSS LIST ....................6 SECTIONS............ WITH A.090"KURARAY BUTACIT PVB E* (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 EXTRUSIONSCORNER DETAAILIL..............7 ..............7 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)UTE OF 3116"ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13118"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 BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXO 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 BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL WI LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 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. 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. PRODUCT REVISED 5.SHUTTERS ARE NOT REQUIRED. ll ld a C*d,Il im IM Plari� Bwldp�6 Code A uwce tor,16.0 4•th l 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. rai Date 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4847,FTL-4848,FTL-4649,FTL•4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. Dy ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Lt'rvni nde Pmdct Cuntro{„ ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. •• •••tt • • • • • •• ,''1!I 11/j' 9.THIS PRODUCT HAS BEEN DESIGNID&TESTEy TSG4MFtY JITIC TF�RIQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). • •• • • • • ••• • L,;':•;,;:!!., 10.FOR INSULATED GLASS INSTALLAMNS AVE HVAfABOEE 30t-T,UNL*Y%LAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. i° :,.n •.; JR 05wl6 f ADDED SPACERS TO EE 70• GENERAL NOTES • 1TEVI75 .... • • • • • • C FFL L 31275 ''•.�•,'..��j I ,,:'`''�,_` �,■ ,"""� ••• • • • • P.o.sox+52e �- A«UM.SINGLE HUNG WINDOW,IMPACT vw q LYFIN AMIL'LER,P.E. tan a.we ta~e NOKOMIS.FL 34274 Visibly Bene. SH700 NTS 1 d 11 4040 20 f FL P.E.#58705 F.K. 911105 J.J. 212"7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Part# Description Material 1 1 71 Kommeding 4SG TPS Spacer System 72 Quanex Super Spacer nM See this With Hot Melt Butyl Sheet for 73 Quanex Duraseal Spacer Materials 411/2"NOM' 44 1/2"NOM. 74 Cardinal X.Edge Spacer GLASS BITE GLASS BITE REFERENCETEST REPORTS:FTL-8717,B968&8970 70 37 70 37 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 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: LAMI IG OUTBOARD 71-74 71-74 a EXTERIOR INTERIOR LITES MAY 1 0- (ALL SECTIONS) UPGRADED T TO 3/18" WITH NO CHANGE IN "PVB-= DESIGN PRESSURE. KURARAY BUTACITE 112"NOM. 1/2"NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE or SAFLEX PVB INTERLAYER BY 38 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 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5116"LAMINATED 7/16"LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS 13116"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 PRODUCT REVISED ALUMINUM os c plyin8 with the Florida Duildiog Code HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA A_Pla",;e T D lL{-,p�.n SILICONE u'4� STRUCTURAL BUMENE 5I16^NOM. Expiral' r i+'L SILICONE 5/18"NOM. SEAL STRUCTURAL 114'NOM. FOAM 3118"NOM. BUTYL b SILICONE SEAL Dy POLYISOBUTYLEN WITH DESICCANT ROLL-FORMED Mixmi ode Prndua WITH DESICCANT DESICCANT FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLASS •• • • • •• EXT.GLASS • • • • • • • INT.GLASS • IRT.QIIAStr • • INT.GLASS INT.GLASS - 00 0 KODISPACE SUPER DURASEAL& XL EDGE"' 4SG TPS n SPACER®NXT- SPACER SPACER 6T n.+r+vn: : • ••• • • • • w4ra.c •.`\.. ,:,I;_ca' :�, JR 0SM6/16 F ADDED SPACERS. • • • • GLAZING DETAILS •' .; ,0; ,.• �. I¢.Mrbr' •• • • • �7 TEVNC*OGY DRNE • •N.VEN16E,FL 34T75 I•x ,, .';•,'�1; ; ,�� t P.O.89X tsze �T ALUM.SINGLE HUNG WINDOW,IMPACT „ , ,I NacoM s,FL a4z74 VCsfb[y Better a "• A.LYNN MILER,P.E. oxxaK f1t76 �� u23ro7 SH7W Full 2 d 11 404420 F FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• 0 0 1/1 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT GLASS TYPE 66" 68" 70" 1 72" 1 74" 76" j MEETING RAIL +80.0 -60.0 A81,01 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. A, g0.0 -80.0 +79.0 •79.0+80.0 - . . - . . . . .+ XS qI SH 62" 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 53118" 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 UP TO 63118' C,D,E,F,G,H,I,J,K,L it -80.0 +80.0 -60.0 +B0.0 -80.0 +80.0 -80.0 +g0.0 80.0 +80.0 -80.0 +80.0 80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 60 6/8" 63" 72" 74" 76" MEETING RAIL 4g" A,B,M +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 HT. 60" A,B,M +80.D -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 I ^x, H 62" 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 -87.6 L 63118" 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 -75.5 UP TO531/B" 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 W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WW IT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.WI SASH=76"FLANGED AND 75"INTEGRAL FIN) .0. MINUS WIDTH GLASS TYPE I 17118" 2211/16" 1 28 3116" 333/4" 1 39 6116" 4413116" 603/ 6616/16" SASH HT. 631/8" D,E,F,J,K,0,t +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 +70.0 1 -70.0 HT. MEETING RAIL j GLASS TYPES: TEST REPORTS TABLE 4. 'x° -SASt}H A.5/16'LAMI-(1/8"A,.090,1/8"A) FTL-4647,4648,4723,4957 B.5/16"LAMI-(1/S"A,.090,1/8"HS) FTL4647,4648 C.6116"LAMI-(1/8"HS,.090,1/8"Hg) FTL-4647,4648 D.7/16"LAMI-(3/16"A,.090,3116"A) FTL4645,4885 E.7/16"LAMI-(3118"A,.090,3116"HS) FTL4645 PRODUCT REVISED F.7/16"LAMI- 3116"HS,.090,3/16"HS) FTL4645 es Building oci with the Tloride G.13116"LAMI IG-1/8"T,AIR SPACE,5116"LAMI-(1/8"A,.090,1/8"A) FTI-4646,4723 R .prp Code Accoprnoee N.(Co-O 14 H.13/16"LAMI IG-1/S"T,AIR SPACE,6116"LAMI-(1/8"A,.090,1/8"H$ FTL4648 i.6.Dme_ � ) I. 13116"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI- llS'HS,.090,1/8"HS FTL4646 Orta.de J.13/16"LAMI IG-1/8 T,AIR SPACE,7116"LAMI- 3/16"A,.090,3/16"A) FTL4849,4650 W. rm-k tQ, ray K.13116"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16"HS) FTI-4649,4650,4958 L 13/16" I IG- AIRS "LAW*- 31 9(A3/166HS)• • •• FTI-4649,4650 M.13/ "LAM 1/S"A,AIR SPACE,5/16'yAMI-(1/8" ,.0 Da 8" • • FTL-5063 NO S: 1.WINDOWS WITH THE LOW SIL OPTION AIIE L}MI'I�D%R POSIT:tE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESS ES ARE UNEFFECTE - •• •• • • •• E RESSURES 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 N*Y"t,�SED IN•SASH fyJ)s 900 • • • ••• • • • • DESIGN PRESSURES • • • • • • • 1WOTECbN(ZGYDRNE _ ,%,,t ., A •.r`,. • •r •• • • • •VEWCE.(L34275 r ••• • • • • • �',� ALUM.SINGLE HUNG WINDOW,IMPACT P.G.DG x 1529 e"► •",e a A.LYNN WUL R,P.E. arr a as. NOKOMIS,FL 34274 vuibly Better yytnp NTS 3 r 11 4040-20 F FL P.E.#58705 F.K. 9/1/05 J.J. 2/23117 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 53 1/8"MAX.FLANGED WIDTH 52 1/8"MAX.I.F.WIDTH 49 5/8"MAX.FIXED C DLO(ALL) D — — 75'MAX. 75"MAX. � 75'MAX. O I.F. A A I.F. I.F. STq DLO D HEI HT SEE DLO HEI HT SEE DLO D j HEIGHT / TABLE j TABLE 0 76"MAX. 76"MAX. 76"MAX. FLANGED L FLANGED L FLANGED HEI HTHEI HT HEI HT 38 /16" SEE DLO �/ MAX. / TABLE X // SASH SEE DLO X �� S O E SEE DLO X j SEE (MAX) HEI HT TABLE // N4 TABLE NO E4 48 1/4"MAX DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 B E—1 75"MAX. 75'MAX. � I.F. I.F. HEI HT E HEI HT SEE DLO SEE DLO TABLE 0 /j TABLE O j 76"MAX. 76"1 AXX FLANGED FLANGED f` HEIGHT HEI HT �-L PRODUCT REVISED 20" 20" .complying with 01u F11Amt SEE DLO TABLE X j SASH SEE DLO TABLE X j SASH Building c.pCOP" HEIGHT nrrePlw—,bt..l6-o HEIGHT _'r5'iY'-.xrtSnte � B AI"ty y i Jade Product DETAIL D DETAIL E VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) ,,I;; NOTES: • • •• • • • • • a �, 1.SEE SHEET 5 FOR VERTICAL AND HORIZOR TAL SE"IOR ORRAIS. • •• 2.SEE SHEET 7 FOR CORNER DETAIL VIEV�Sr ••• •• • • • •• = .t1 I•• 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. • • • ' ' ' ELEVATIONS 'O3 yyy� 470 TEAINdOGV 17RNE , ' ..• •. .,.•:-.• • • • • • • • •N.VERICE�FL 34275 tam •�, •'_)i-j f:,`_, . ��``• O.r .•• • • • •`P.O.110%1520 jc;T ALUM.SINGLE HUNG WINDOW,IMPACT (. I• NOKOMIS,FL 34274 Visibly germy `NfB1' �` Pi11"' "^• A.LYNN 6ILLER,P.E. wer Sh!/00 NTS 4 d 11 4040-20 F FL P.E.#58705 F.K. 9/1105 J.J. 2/23477 • • • • • • • • • • • •• s• • • • •• •• ••• • • • ••• • • IF-2.764" NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 2] OPTIONAL BOTTOM LOCKS,(1)6'FROM EACH SIDE OF SASH. NOTE:BALANCE PARTS USED MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 31 MAX. 2.710' FIXED ] g OR 17 LITE DAYLIGHT 25 OPENING OUTSIDE 25 � --MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A-A ourslDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 50 MAX. HEIGHT 21 *2. HIGH OUTSIDE I SILL LOW T MAX. VENT DAYLIGHT 49 HIGH SILL 4$ LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — 68 2.710" -7 I.F.FRAME (I 28 53 I I {'Kl)DUCI'REV ISGD as can:iying with tMe 1'laftdi ii I 1ingCo4l(p•O Accoplmlw No Q,D2i 1°+pital' Dau , yY 53 2s4s" pramf aehRa�e /J 2.330" (HIGH SILL) 52 (LOW SILL) EI4e1E JPOIE+• : : ••• 54 • .. ••• • 3 30 • YI•TRAIiFr • . 6S 12 ONLY 12 ULTRALIFT SECTION C-C ONLY SECTION B-BRADIUS TOP ('� f (LOW SILL SHOWN)• 000 • 09* ••• ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) Rw.eer. alr a.mo,. °r • • ;00 • • • • SECTIONS ''�"''`�"'•'' o7D TE�INQOGY ORIVE • •• • • • •R.VAYICL7FL 39275 .. - ate. �,,,„� • • _�'— ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 1529 ,. A-LYNN MILLER,P.E. NOKOMIS,FL 39271 Visibly Better d F FL P.E.#58705 o,.�.,er: ols: �.� o.r Sx7oo Half 5 11 4040-20 F.K. 511105 J.J. 212"7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG•# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 ISCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781 PQA 61 ISCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL LOW SILL) 612226 63 505 IGLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 1#6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LAMI 62BVI510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOMRAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",518",OR 11/16" 70 SILICONE,DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER,318"OR 5/B" 6HALCVR918 80 A GLASS,5/16"LANA,(1/8"A•090 PVB,1/8"A) 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5116"LAMA,(1/8"A.090 PV8,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT .82 C.GLASS,5/16"LAMI,(1/8"HS,.090 PVB,t/8"HS 13 1085/108 SASH TOP GUIDE 42504 83D.GLASS,7116"LAMI,(1/8"A.090 PVB,1/8"A) 15 48 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7116"LAMI,(1/8"A.090 PVB,1/8"HS) 16 1080-1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16"LAMI,(1B"HS,.090 PVB,1/8"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAM]IG;1/8"T,AIR SPADE,5/16"LAM, 1/8"A.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,5/16"LAM,(1/8"A.090 PVB,1/8"HS) 19 #8-32 X 112"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS,13/16"LAM IG:1/8"T,AIR SPACE,5116"LAMI,(1/8"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,'13/16'LAMI IG;1/8"T,AIR SPACE,7116"LAM,(3/16"A•090 PV8,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAM,(3N6"&.090 PVB,3/16"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAM IG;1/87 AIR SPACE,7/16"LAM, 3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAM IG;1/8"A AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,l/8"A 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2.784 30 1226 WSTP.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 1.830 35 1622 LAM SETTING BLOCK 3/32"X25/64"X 1" 71622K 3. 55 36 1052 LAM IG SETTING BLOCK I"X314"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40398 GLAZING BEAD,5/16 LAM.GLASS. 640398 47 FRAME,I.F.HEAD 42 4044B GLAZING BEAD,5/16 LAM W/GRILL KIT 644703 #4071A,6063-T6 44 4222A GLAZING BEAD,7116"LAMI 64222 O FRAME, I.F.LOW SILL 45 985C GLAZING BEAD,7/16"LAMA W/GRILL KIT 6985 4$ #4072A,6063-T6 46 4067 GLAZING BEAD,13/16"LAM I.G. 64067 2.908 47 4071A FRAME,I.F.HEAD 64071 PRODUCY REVISED 48 4072A FRAME,I.F.LOW SILL 64072 2 374 �Building i.d. th¢Fldida 64073 Owld„B code O 14.Ow_ 49 4073A FRAME,I.F.HIGH SILL A—PI.—M / 50 4074B FRAME,I.F.JAMB 64074 c. '„r Dine ) 52 4009 SILL LATCH(EGRESS)(LOW SILL) 764009 .062 NOM By 63 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS Miumi PladuclCmro! 4.171 2.11 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 55 1014 SCREEN FRAME(HOR.S VER.P ••• • • • • • 640114 .062 NOM 56 1630 SCREEN CORNER KEY WRINGS •• 1830 THICKNESS 57 1631 SCREEN CORNERKEYW/OSTRINn • • • • ••• 7-t631 58 1073 SCREEN SPRING •• ••• •• • • • JG P 591624 SCREEN SPLINE-.135 DIA FOAM 61624K 5!) FRAME, I.F.JAMB OFRAME,I.F.HIGH SILL #40746,6063-T6 • ••• • ••• ••• of 49 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) .:.;..., ` ,_.. • • • • • • • • • • PARTS LIST Nwtwm • 490 • • • '. TE(WMO.OGY DRNE >r •`� .J,'(•j; 000 • • • •N.VENN,FL 34275 , P.O.BOX 1528 �T ALUM.SINGLE HUNG WINDOW,IMPACT ;'t " NOKOMIS.FL 34274 Viribly Bear ' 'bwL °"""°N°' ""° A.LYNN MILLER,P.E. er. 0.4 +4 �: SH700 NTS 6 • 11 4040-20 F FL REM 58705 F.K. 9NN5 J.J. Z/"7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • 000 0 • I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F.FRAME I o 2 f� �2.784--1 062 I II 2.830 2.330 1.363 .062 I 6 or 50 O FLANGE FRAME HEAD —J I #4002A,6063-T6 1----2.784 O FLANGE FRAME SILL (LOW) WELD 1.749 3 CREW #4003C,6063-T6 I 6 Dr 50 A S BOSS(2) SEALANT OR GASKET AT HEAD AND SILL 1 1.513-� .738 2.710 062 .490 .040 osz VIEW DVIEW E-E (1f1&VIEW HEAD 8 SILL,,RADIUS ADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER _ FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB O #4025,6063-T5 17 #4053,6063-T5 .050 i #4 1'165 63-75 —� (USED AS RADIUS TOP HEAD) � RADIUS r-- .878 1.342 I.-2.279---{ —2.326 .0672 --9 1.096 —T I IT41 GLAZING BEAD,5/16" _1.34 #40396,6063-T5 .979 .062 2.155 t.7o7 af SASH SIDE RAIL 31 .062 #4008,6063-T5 FIXED MEETING RAILSASH TOP RAIL SASH BOTTOM RAIL(LOW) 678 #4054A,6083RD-T8® #4006C, �0`'i0 21 23 6063HS-T6 28 #4007,6063-T5 Ifs_050 • 1.D96� 1 PRODUCT REVISED O GLAZING BEAD,5/16" xs—plying with the Fiwid. .678 42 Ruil4inp Coae SED W,6063-T5 Aaoplwce lJo I�'a 14,Ofo 1�--2.328—� 1.096+--SIT (USEDW/GRILL KIT) E�pirat' Date ,rjOQl osz I 44 GLAZING BEAD 7/16" ni�n,t �lea�ea�ecc•�a 2.946 #4222,6063-T5 ` 3.446 V 2.638683 .050 ;Ill:ti , 062 • ••� • •• • • ••• x .678 1.097 050- ;. . • O GLAZING BEAD,13/16"IG •• .•• 46 �-2.784----moi •• •� • • � • • • • 1.115-y�----I� #4067,6063-T5 ••• • 45 GLAZING BEAD,7/16" O FLANGE FRAME SILL(HIM) O SASH�b�fOTyTRAIL (HIGH) / 69 #4051 A,6063-T5 Ll 6 /e('I b "1= #4050A,6063-T6 (USED W1 GRILL KIT) �-0f if- EXTRUSIONS&FRAME CORNER DETAIL30 g • • ••• • • 1U l7El1NOLOGY DRIVE » • �1.V�IICE,FL 34273 •• • • ALUM.SINGLE HUNG WINDOW,IMPACT n'd`' Mwbr • •• • • • O.90X 1528 • NOKOMIS.FL 34274 Vaibly Better '" `H fe1G A.LYNN Iu{IL�ER,P.E. Cn.am .wu SH700 Haff 7 r 11 404020 F FL P.E.#58705 F.K. 8/1105 J.J. 2/Y"7 ••• • • • • • • • • • • • • • • • • • ••••• ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 02,86 34.603 40.603 46.603 52.603 58.603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: U p U U U p U U p U U p U U pU U p U U 2.ANCHOR LOCATIONS ARE BASED ON THE Z M Z M Z Z M Z Z M Z Z M Z Z f o Z Z M Z Z WINDOW GLASS .-O ON �OfV NO�ON0NO�OONO�ONONO�ONONO�ONONO�O FOLLOWIINGDIMENSIONS. WIDTH TYPEU U U U U U U U U U HEAD-181/2"MAX.FROM TOP CORNERS 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 JAMBS-17 1/2"MAX.FROM TOP CORNERS __ -,_. __ _ 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 2 1 1 1)1 1 2 1 1 1 2 2 2 1 L 2 2;2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 213 212 313 6"MAX.BELOW MTG.RAIL 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 1 SILL-ANCHORS NOT REQUIRED A,B,M 1 2 1 1 1 1 1 1 12 1 1 112 212 112 212 2 2 2 2 2 2 2 2 21 2 2 2 2 2 2 2 21 2 2I 2 2 2 2 -2 2 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR 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 �__..._�.-,...�._ NO EQUAN?ITIESUSINGTHEDIMENSIONALCRITERIAOF H,I,J,K,L 1 2 111 112 112 1 2 112 2�2 112 2 2 2;2 2�2 2 2 212 2I2 2 2 2 3 2 2 2 2 213 2 2 2I3 3 3 2 2 3 3 24.000 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLA1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M 1 12 1 1 1 12 1 2 112 1 2 2 2 1 P 2 2 2 i 2 2 2 2 2 21 2 2 2 2I 2 2 3 2;2 2 2 2 3 2I 2 21 3 31 3 212 3 3 ARENG LESS.ED INDOWS. INTEGRAL FIN DIMENSIONS 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 5.DESIGN PRESSURE LIMITATIONS: - - H,I,J,K,L 1 12 t 12 3 1 2 2 3 112 2L3 2 3 2 2 213 213 212 213 3 3 22 3 3 3!4 3 2 3;3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A M 1 -- - --- -- MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 12 1 I 21 2 3 1 2 2 3 1 12 2 3 2I 3 212 2 3 2�3 212 2 3 3 3 21 2 31 3 3I 4 3 2 31 3 3 4 31 3 4 4 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN _. - PRESSURE FOR THE H,I,J,K,L 2 2 112 212 2 3 1 2 2 3 2 3 2 2 2 3 2�3 2 2 213 2 3 2 3 2 3 3 4 213 3 3 314 3 3 314 315 3 3 4 4 RESPECTIVE SIZE 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 AND GLASS TYPE IS AB:M 21 2 1 12 2'2 2 3 1 2 2I 3 2I 3 212 2 3 2 3 212 2 3.21-,3 213 2 3 3 4 27 3 3 3 3 4 3 3 3 j 4 3 5 9 3 4 4 AVAILABLE. 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 40.000 H,I,J,K,L 221 2222322213232223232323214213 33 34213 3431531334453344 2 2 2 2 2 2 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AAM 221;221221312121213 2131212 2'32!32132131214 213313314213 3143153'331441533414 PSF 79 1 TABLE KEY: C,D,E,F,G, 2 1 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 22 2 2 RAAX PSF 44.000 H,IAK,L 222222213222323212332423333423333423 3435333144153445 (DP LIMITED) 118 PRODUCTREVISED 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .complying with the Florid AB,M --r- _ . _ ._.L. HEAD 2 13 i1 c-& 222!22221322213232�2313242133334233334213 34353331441534415 AcceptnnmN.( O PSF 79 79 JAMB ABOVE 2 3 E.,i P Dae 21 MTG.RAIL L 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 JAMB BELOW mi-i ode Product Conhd - _. I - _.I r 48.000 H,I,J,K,L 2 2 212 2 2 2 3 2i2 2 3 314121"31 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3i3 314 3�5 3 3 4;5 416 3 4 5 5 MTG.RAIL J 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 ABN _21— 212 2 2 21 3 212 21 3 314 21 3 31 3 31 4 2 3 4 3I4 2I 3 3I4 31 5 3 3 3!4 315 3'3 4!5 4;6 3I4 51 5 (FULL DP) PSF 72 7-9 OT HEAD 2 C,D,E,F,G, 2 2­2 2 • •2 •7 7 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 1 353.125 H,I,J,K,L 2 2 2i 2 2 2�42 3 � 21 31*i4 6i 314 3'4 3[3 3 4315 313 4144 63 4 45 41 6 314 5!6 MTG.RAIL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMBOW ABN 2 2 212 2 2 3 212 2j3 3 4 2i3 3i4 314 213 3'14 314 313 3!41315 313 4,4 415 3;3 415 4i6 3i4 4115 MTG.RAIL 6 t'f�i6 F�n4eg axa Rnou+r • • 0 070 •CH•LOGY DRIVE t> .:. • P T ANCHORAGE SPACING, 1/1 WINDOWS ;t.... • • • • • • N. NI ,FL 34275 ._ .- '•./ °'� '""° • •• . • P.dBOX 7529 �— ALUM.SINGLE HUNG WINDOW,IMPACT NOKOMIS,F134274 Visibly Better ®"�" °"• °"" Ai1pNn A.A1N'MILLtR,P.E. OnMl gl"D-7-r-2" le tlrala4 dt h' F.K. 7/2" J.J. 2Q=7 SH. NTS 8 > 11 4040-20 F FL P.E.#58705 • • • • • • • • • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4'ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 1 37.155 44.655 1 52.155 59.655 1 67.155 1 74.655 76.000 3-#12 SCREWS ANCHOR TYPEU U U U ❑ U U U r ❑ U rU 2.ANCHOR LOCATIONS ARE BASED ON THE ro0 0 1Z ZoO z 0 Z z Z -)[ WWDOW GLASS NNOONO ONQOONQOOQNO�ONOOriNO O FOLLOWING DIMENSIONS: WIDTH TYPE U U U U U U U U U U HEAD-181/2"MAX.FROM TOP CORNERSN � NNZO ZZrN( A ❑N � UCgN � C,D,E,F,G, 1 1 1 1 1r211 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS .2'111-1211 ._ _ 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L Ili 1 F1 11111212 2 1 2 2 21'1 i'12 2[-2 21212112 212 212 212 21-2 212 '21-2 312 212 3112 31-2 212 3121 6"MAX.BELOW MTG.RAIL 19'125 1 1 1 1 1 11SILL-ANCHORS NOT REQUIRED A,B,M 1 1 1 1 1 12 2 211212 2 1 22 2 2 2 2 2 2 212 2 2 212 2 2 2 2 212 312 2 2 312 3 2 2 2 3 23.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121 1 1 1 1 1 NOTE 2. 24.000 H,I,J,K,L 1 1 1 1 1 1 p'2 1(1 2'2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 312 2 2 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M _1 1Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 1 212 1 1 1 21 2 212 2 2 2 2 2 2 2 2 212 2 2 212 312 312 2 2 3 2 312 212 3 2 312 2 2 31 2 ARE 1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A __. _.. _._ - _ _1­1­12 _._...,... ............._- ..__ __ ,__ -_- - -312 -.. - ----- BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 32.000 H,I,J,K,L 1 1 1 1 1 1 2 r2 212 2-12 2 3 2 2 2 2 3 3 2 2 3 3 31 3 3 2 31 3 3 3 21 2 3 13 413 3 2 4 3 41 3 3 2 41 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY ABM1_1'F,11111 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 111 -IT-, 212 2 2 2I2 2(3 2i2 212 3 3 2 2 313 3 3 3 2 313 313 212 3 3 4;3 312 4 3 4113 312 413 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FORTH RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 ±C33 2 2 1 2 2 1 2 AND GLASS TYPE IS __. -.._ _...._. -__._ _.__ . .._1.. __ .. i- . AVAILABLE. 37.000 H,I,J,K,L 1 1 1 1 1 1 2 2 21 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 33 3 4 3 3 343 2 4 3 4 4 32 4 3A,B,M 1.. 1 2 1 1 2 1 2 2 1 2 2 1 2 2 2 1 2 2 1 2 2I2 2132 2 2 3 3 3 2 2 313 3 3 3 3 413 3 3 4 3 312 4 3 414 312 413 PSF 54 79 62 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 - - -- - 40.000 H,I,J,K,L 1 1 1 1 1 1 2 2 212 212 213 212 3 3 3 3 2 2 3 3 413 3 3 43 313 3113 4i3 4 4 3 3 413 4 4 313 513 ABM 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 1 1 1 1 1 2 2 212 2i2 2131212 313 313 2 2 313 413 3 3 413 313 3 3 413 414 313 413 414 313 513 TABLE KEY: PSF 49 79 58 79 79 MAX PSF 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 (DP LIMITED) 117 PRODUCT REVISED 44.000 H,I,J,K,L 1 1 1 1_1]_1 2 2 21-2—2'd2 313 212 313 3141213131'3 4 4 313 413 414 313 413 4141313 4134114 31-3-5141 HEAD 3 ac a nplying wlih Un FIwMe 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 BuildiuSC d. Aa:eplona hM I O I¢:C(o FC�,DjE. -i—------ - �- 1 _. _ _. .-_ _I .. .1-- 1_. -I JANR ABOVE 3 3 e 'm1' Dxe ?D21 111111 222222313212 3,334233344334134143134134143134,34,43.3514 45 74 51 74 79 79 MTG.RAIL Br~✓� 2 2 2 2 2 _2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW 48.000 1 1 1 1 1 1 2 2 212 2 2 3 3 212 313 314 3 31313 414 3 3 414 414 313 4 4 414 4 3 514 414 4 3 514 G'�� V ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 1 111 1 7 241221Q 923' 211 3i 4 33 3414 3134144143(3 414414413 544144354 (FULL DP) PSF 41 67 48 7 6 Ab • • • • • HEAD 2 1 1 - JAMB ABOVE 2121 C,D,E,F,G, 2 2 2 2• 2 3 2• 2• 3 3 2 3 3 2 3 3 2 3 3 2 3 MTG.RAIL _ • H,I,J,K,L - - 4 5 4 423 534 JAMB BELOW 1 1 1 1 1 1 2 2 212 2 2 3 3 3!3 3'3 4'4 313 i4 4'4 3'3 4;4 4;4 313 44 5114 4113 5 4 55 4 A,B,M 3 3 WrG.RAS 1 53.125 121 121 121 2e 22! 22 3S 323 31 434 X323 434 434 323 434 434 3, 424 51, 423 5 6 -� 1354 y� a�weY a,c RnYb/ • • • • orogde ..!f:I•.-. `�� • • VANCHORAGE SPACING,STANDARD VIEW 1 Re tWir: 1070 CF1V DRNE �'',, ,•� • • • • • • • •N.VENICE.FL OG34275 • • ALUM.SINGLE HUNG WINDOW,IMPACT P.d.Box 1529• ••• • ann4ea.e raa m.., o.»+enc r.+- A LYNN MILLER,P.E. , p�F.K O.IK gwnM ah NOKOMIS,FL 34274 1/itrbly Better F FL P.E.#58705 F.K 7/Z8Po5 J.J. 1!13/07 srlmo NTS 9 d 11 4040-20 j 1 • • • • • • • • • • ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 SCREWS ANCHOR TYPE: U U U U 0 U U U U O U U U U 0 U U U U p ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ,�O z �z r?O z�z m z -z ,�0 z-z "10 z r z�?O Z�zr?O Z �Z NO z�2 WINDOW GLASS N N O O N N O O N N O O� N O O N N O 0 4V N O O N N O O cIg N O O DIMENSIONS: WIDTH TYPE U U U U U U U U �$ U U U U U U $ U U HEAD-18 1/2"MAX.FROM CORNERS 19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2'MAX.FROM TOP CORNERS - - 11 1/2"MAX.ABOVE THE MEETING RAIL K,L 1 1 2 2 2 2 2 2 2 2 2 2 ....2 2 3 2 3 3 2 3 3 3 3 6'MAX.BELOW MTG.RAIL 24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15"MAX.FROM BOTTOM CORNERS K,L 19 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 --- -- _.__....... ...- __- -_-_ ...- .__-.- VIEW WINDOWS FROM TABLES 7.AND 8.USING THE K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW -- - - _ WINDOWS ARE 12 5/8'MIN.TO 38'MAX. K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,FA 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"LESS. _ _ _ - K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 6.DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD PSFj 79 1 1 76 79 77 79 1 79 79 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 1 5 5 1 4 1 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 D.E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND __ _ _ GLASS TYPE IS K,L 1 1 2 2- 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. PSF 71 79 B3 71 79 84 74 66 77 s9 69 TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 _ 2__ -- MAX.PSF K,L 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 (DP LINTED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 MTG.RAIL SASH HEIGHT SUBSTRATE: 12.776 1 15.776 18.7 1 21.776 24.77627.776 30.776 31.106 FULL DP ANCHOR TYPE. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M0 z z �o z � z �o z � �ie ON zq0 z � zc?0 z zq0 z zo?0 z � z HEAD 2 WINDOW V N O ' O N N O O N N C N O N N o N N O N N O O N N O 0 WIDTH 0 0 0 08 8 0 0 c� c� 0 0 0 0 0 JAMB ABOVE 4 N2onucr ruvlsan 19.125 1 1 1 2 1 2 2 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MFG.RAIL as cmplyiag with the Florida f3nilding Code ^_ 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 Accoptaace No) •O i fV�lo 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 I spiral Dale 21 37.000 79 TABLE 8.KEY: M a,aV de pmduc,Cawr 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 MAX.PSF 40.000 74 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 --4-F-3 3 4 3 4 4 3 4 (DP LIMITED) 112 ;.r 68 •• 7a1 • • JAMB BELOW 2 44.000 • • • ;I n a: 2 2 2 2 2 2 3 02 3b �3 3 4 3 3 4 3 4 5 3 4 5 3 4 MFG.RAIL 48.000 63 7 7 • • • • • • 2 2 2 2 •2 4• 3 •1 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 (FULL DP)B 73 58 66 72 JAMB BELOW 2 / 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 1 3 4 1 5 1 3 4 5 3 1 5 1 5 1 3 5 MTG.RAIL (� • • ' ANCHOR,4GE SPACING,CUSTOM VIEW 0. • %VEWCE,FL 34275 �� as "•"� • • • �O.BE.F ='`a7 ALUM.SINGLE HUNG WINDOW,IMPACT ••• • a, saw: o..n,r. A.LYNIV MILLER,P.E. a•..,y �, c,.a�a o k NOKOMIS.FL 34274 Visi*&tter shoo NTS 10 s 11 4040::2:0= FL P.E.#58705 F.K. 7,29/A4 J.J. 2/23/07 • • • • • • • • • • NOTES: EXTERIOR INTERIOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAIL ) WOOD ANCHOR APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-314"MIN.EDGE (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1 314". CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 17 QM 3) (SEE NOTE 4) 1"MIN.EDGE 1/4"SS4 CRETE-FLEX. 3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. CONCRETE�' 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE MIN.,114"TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE IN.,1/4"CRETE-FLEX 1318" 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 WOODBUCK o MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1/4" OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX. SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 1/4' 13/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 114"MAX.SHIM 114"MAX.SHIM{ —� 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1-3/4"MIN EDGE I 1"MIN.EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE INTERIOR . r,• OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE L 2x WOOD BUCK ( OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) �J DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8"MIN.EDGE 2-1/2"EMBEDMENT MAX.. H 1 1/4" O — WOOD FRAME MAX. PROt)UCTREVISED —WOOD FRAME SHIM l escomplyiogxiththaFlcrida =C= _� Eoi1,W1g c�aK 518"MIN.EDGE Accnp,,w- 0-0'714,0 .131"DIA.MIN. Expirutirn,Dxte 2-1/2"EM EDMENT x 2 1/2"NAIL, ` oy 131"DIA.MIN. AT CORNERS Mfinni eac rroducl AND 5"O.C. x 2 1/2'NAIL, WOOD FRAME AT CORNERS AND 5"O.C. 5/8"MIN.ED�E • • 1/4 • • • • • • .131"DIA MIN. O • •• • • • • • x 2 1/2"NAIL, A • • • • ••• • AT CORNERS •• gF{W • • • • • • • AND 5'O.C. 2-1Y2"EMBEDMENT of off DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE o • • • P T ANCHORAGE DETAILS '•` • • • • • • • • 107•TE(•1NOLOGV DRIVE ''.; .:. • • OVEMICE,FL .' • • �— ALUM.SINGLE HUNG WINDOW,IMPACT rt x mr• � ` ••• • • • P.O.BOX 1529 ,_ ewe oTwyna rsr A.LYNN ULCER,P.E. w w� cn.d.a ew. NOKOMIS.Fl 34274 Visibly Bene SH700 NTS 11 a 11 404a-20 F FL P.E.#58705 FX 9/1/05 J.J. Z=7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/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 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"PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13,with revision B dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, F.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 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. 0000 RENEWAL of this NOA shall be considered after a renewal application has been filed and th'are.lJs been..... no change in the applicable building code negatively affecting the performance of thisprotluct. •• • TERMINATION of this NOA will occur after the expiration date or if there has te*e*;a revision or changd""' 0000.. in the materials, use, and/or manufacture of the product or process. Misuse of this VP.4 as an.endorsemen;•••• of any product, for sales, advertising or any other purposes shall automatically terfnil�aYd this 104.Failurq to comply with any section of this NOA shall be cause for termination and removal.af�NQA. 00:00* ADVERTISEMENT: The NOA number preceded by the words Miami-DaW County, T16da, and••0;• followed by the expiration date may be displayed in advertising literature. If arkpo'riiion of the NOA is displayed,then it shall be done in its entirety. ...•• 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by tke lanufaawrer.or it: distributors and shall be available for inspection at the job site at the request of the Building Officiat.- This NCA revises NOA#15-0528.26 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. 16-0629.14 MIAMFDADE COUNTY Expiration Date: February 19,2019 fVIAIJI(o Approval Date: August 04,2016 Pagel PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, 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, Duraseale 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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 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, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 13-0502.03) 0000 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94. '0000 0 000000 2)Uniform Static Air Pressure Test, Loading per MC,TAS•202-94 • 3) Water Resistance Test,per FBC, TAS 202-9"W:" 0 •••••• 4) Large Missile Impact Test per FBC, TAS 2b;*;�4• •... 5) Cyclic Wind Pressure Loading per FBC, TAS205-94 : •.0• ••0,• along with marked-up drawings and installation diagram of arraka Urn fined• 60:696 window,prepared by Fenestration Testing Laboratory,Inc., TBA Xt:ports RV *000:0 FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respe;Mlj, all signed and ..•' oo sealed by Joseph C. Chan,P.E. •..... . . 0000.. (Submitted under NOA No. 03-1105.01) •• ..• . .. Man el Pe ez,P.E. Product Co trol aminer NOA . 6-0629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option 11 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. 0000 . . 000. 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 .. 0000 . .. 0000. 0000.. 0000 0000. 0000.. . . . . 0000% 0000.. . . 0000.. Manuel Per z, .E. Product Control Ekaniffier NOA No. 16409.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated May 20, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window—L.M.I."approved on 07/09/15 and expiring on 02/19/19. . . .... ...... ...... . ...... .... . .. ..... ...... .... ..... .. .. .... ...... . . . . ...... . Vese: •• • ... Manuel a .E. Product Contr 1 Exa iner NOA No. 64%29.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-3 STANDARDS USED: GENERAL NOTES:SERIES 720/820 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW 'ASTM E1300-09 VARIES, RATED FOR LARGE 8 SMALL •ANSUAFBPA NDS-2012 FOR WOOD CONSTRUCTION SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO *ALUMINUM DESIGN MANUAL,ADM-2010 •AISI-S100-071S2-2010 C BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO-TIP WIDTH HURRICANE ZONE(HVHZI 47'BUCK WIDTH 48"BUCK WIDTH 48'BUCK WIDTH 441/4"VISIBLE 45.1/4'VISIBLE 45-1/4•VISIBLE 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT WIDTH PRODUCT REVISED WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH asc•mptyieewifkiMFkriOa INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD 6"MAX. 6"MAX. F,SHEET 8 2"MAX. Baldia64ede LITE(CAP)MUST TEMPERED. B,SHEET 6 D,SHEET 7 H SHEET, 9 Axaplaem No��� Z9 ¢ L'rinratia6.tJars_ 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, By USE ONLY MIAMI-DADE COUNTYAPPROVED MASONRY I Miami fYSA4�er ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS A g5• C C E,SHEET 8 E,SHEET 8 WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 SHEET 6 BUCK SHEET 7 SHEET 7 G•SHEETS G, HEET 9 4)ALL WOOD BUCKS LESS THAN 1•t/2-THICK ARE TO BE —I HEIGHT I BUCK m CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE r r HEIGHT T WITH -0.5/05/16•ADDED VSHEET 11 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-114• I 93-t14" WITH SPACERS 8 MOVED PARTS. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 12"MAX. VISIBLE 12'MAX. Z 931/4• VISIBLE o LIGHT GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 5"MAX HEIGHT LIGHT O.C. HEIGHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE }T STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS / 96" / HEIGHT / BUCK LL1 cn y m THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO - HEIGHT > M 3 "aa ARCHITECT OF RECORD,(ADR). TIP .- HEIGHT p v N o 5)ANCHOR EMBEDMENT TO BASE MATERUIL SHALL BE 1 1 I }r 7 aloe U odNBEYQ ANCHORS OF SUFFICIENT EN ET MBEDMENT.NARROW DINT D WALL DRESSING OR STUCCO. SEALANT IS USED 1 -t- I Q W 04 ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION OJ J N J p LU �8 h ANCHORS SHOULD BE SEALED.OVERALL Z LL b LL O J u p SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 6' T F,SHEET 8 6" B yi 12'MAX O.C. D�i f f 12•MAX.O.C. J H.SHEET 9 =W x to W INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX MAX. SHEET 7 2"�' � U U X— O 9 THE SCOPE OF THESE INSTRUCTIONS. ;� - 5"MAX.O.C. F Z 0 2 v p oN 8)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION or O O Z O LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION TESTED UNIT ELEVATION(TESTED UNIT) (TESTED UNIT) o Z a:Z w O r- SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING v Q LL0 APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE W SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON RE t: J W THEM BY THE WINDOW. 12"0 SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK Q J GUIDE TO SHEETS: ~ W pa qs MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ® � co q+y 7)DESIGN PRESSURES: GENERAL NOTES........................1 ANCHOR SPACING TO BE 6•MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME m Z p A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE ELEVATIONS................................1 J `C MEMBERS, , / SEE FIGURE 1THIS SHEET. W TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 0 O Z E1300. DESIGN PRESSURES..................2-5 12'O.C. F~WIDTH -I Fes--WIDTH+{ )WIDTH�' F-WIDTH �{ < a Z alos B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. / ——— ——— p Tz ¢ 00 PRESSURE,STRUCTURAU CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 T r T T r �' T 0— — 3 N N ANALYSIS AND GLASS PER ASTM El 300. INSTALLATION,INT.FIN 0...........8 / F I = Fr I I F= p W m INSTALLATION,INT.FIN B...........9 -_f rU I I t! I c! O W Z 0 3 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6" / m I w I in I I =1 LL in U) d a DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES:...............11 MAX i 1 i L J 1 LLTO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS PARTS LIST...................................11INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS WIDTH ♦f WIDTH�' V-WIDTH�{ 'r-WIDTH �'• '�; PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FQR• •� E • • • • •• ~— — ID 0— — r 1 .0,\ �� zOhY "�N ���, THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT Sheet T T TT ,�"�' .•' F '�>( COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TIM •• • • • • T1esc tan r t uC'ra,; SHALL MEET THE REQUIREMENTS OF THE FLORIDA • •• • • • • ••• • _ BUILDING CODE FOR CORROSION RESISTANCE. ••• • 1 1 -.0 PVB• i6"HS) 2 ru P w ww V,• tai-," m mi to a 1e Hs z 1=1 x1 x119)REFERENCES:TEST REPORTS FTL-3835,3850 8 7212; 3 1-1/18'Lauri.IG 3118'T-7118'Air-3/16'An-.090•PVB-3118'HS 3 1 1 1 L J ELCO ULTRACON NOA;ELCO CRETEFLEX NO&ANSIIAFEPA 4 1-1/16'Lami.IG(3116"T-7116'Air-3116'HS-.090'PVB•3/16'HS 3 NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN WIDTHS WIDTH ♦<WIDTH F'-WIDTH� (� ti MANUAL. • ••• 5 16 I7 An-.090"SG-3116'M 4 —— r——— r— —, — :-1 MAYS OF �L _HS • • 7 611616,Lam IG 3/t6"T- 16"A -3/ An-.090"SG-3/1a'An 5 I I I ��4:5, 10)THE 720 SERIES USES A PVB INTERLAYER,THE 6211 = m m / n'C7'•"� E • r, 0.1110"Lmi.IG 3146*T-yt6"Ai•-3/ 'HE-.090"SG-3A6•HS 5 �i �i �%1/r?! 'I SERIES USES AN SG INTERLAYER.THE 720 AND 82 RIES I O I L7 /I" !�. MAY ALSO BE REFERRED AS THE 701 SERIES. •• •"SG-='KU � !! NTRYGL NTIfRUHER•BY KURARAY AMERICA,INC. w w w w 1 j I I; - 'PVB'="KURARAY BUTACITE VS INTERLAYER"BY KURARAY AMERICA,INC. 1 1 I I i 1 A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: Window Design Pressure(0.,psf)for pass Type 1 aXl Side(in) 7116"LAMINATED 67-718E72 76 80 84 88 92 98 100 104 109-V2 GLASS STACK 30 +1.80 +/-00 +/$0 +1.80 +1-80 +/-80 +I.8D +140 +IAO 41-80 +IAO +1.80 +IAO +IAO +140 +IAO +/-80 +1-80 .090"PVB INTERLAYER +/80 +1-80 +/40 +IAO +1-80 +140 +IAO +1-79.8 +1-79.4 36 +140 +140 +IAO +180 +140 +1-79.7 +1-77.2 +/-75.1 +/-73.4 +1-721 • 3116"HEAT STRENGTHENED GLASS 38 +140 +1-80 +140 +140 +I-78.1 +/-75.2 •/-725 +/-70.3 +148.5 +1-88.3 3116"ANNEALED GLASS PRODUCT REVISED m c�mpiyisy wqh tln FEorida 40 +IAO +1AO +1.798 +1-77.2 +1-74.3 +1-71.3 +1-07.9 +1$5.1 +143.4 +141.8 q - Rwldm{(,ode 42 41-80 •140 +1-77.4 +l-74.3 +1-71.3 +168.2 +1-84.7 +181 6 +159 8 +/53 2 11 .400ep10RaG 140 44 +I-80 +/-78.9 +I-75.4 +/-72.1 +148.9 +1-85.6 +/-622 +159.7 +IS7.5 USED AT CURVED nria•D>Ke By 46 +140 +140 +1-77.2 +I-73.8 +1-70.1 +1468 +/-83.5 +/.60.3 +157.7 FRAME MEMBERS ONLY 29 5/8" LONG SIDE m 48 +140 +1-79.3 +1-75.6 +1-71.9 +1-68.3 +144 9 +/-81.5 +1-58.2 11.7/8^O.C.MAX GLASS BITE �- M t 50 +140 +I-77.5 +1.74.1 +1-70.3 +148.7 +1.831 +159.7 1-3 T P�1 a Roduct E 52 +1-79.1 +1.75.6 +1-724 +148.8 +1.65.1 +1-61.5 } 54 +/-774 +1.73.8 +1-70.5 +1.67.3 +1.63.5 SHORT a 56 +1-758 +1-72 +148.8 •1-65.3 EXTERIOR SIDE 58 +1-741 +1-70.3 +146.8 a 20 13 k m m +/-727 +148.7 +/-85 J- ' 62 +1-71.2 •157.1 GLASS TYPE 1 64 •149.7 +/.85.5 68 +/-883 F~ LONG SIDE -� 67-VII I +/-87 NOTES: 1"1 y m LU 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT > a naa 4513 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O to O > A aloo O cli r4 TABLE DIMENSIONS MAY BE O o-1 v U) o LU 04 ORIENTED VERTICALLY OR p LL N o Z �& 17 HORIZONTALLY AS SHOWN. Z u1 LL m w ""'o'a 0 UV x 1 o O W' O 22 co Z 'ON TABLE 3: W m O Jam. t7 9M0 Window Design Pressure(+/,psf)for Glass type 3 oO �, O Lang Side(in) Z a Z H W OLL 67.7/8 72 76 80 84 88 92 98 100 104 109-112 1-1/16"NOM. GLASS STACK 7/16"LAMINATED m N 30 +1.80 «140 +180 +1-80 -1-80 +140 +1-8D 4180 +140 +/40 •140 GLASS STACK J Q 32 +IAO +I-80 +1-80 +1-80 +140 +140 +140 +140 +140 +l-80 +140 H +IAO +1-80 +180 +140 +1-80 +140 +1-80 +140 4/40 3/16"HEAT SNORT (1) W ;"WS 34 +140 +140 36 +IAO +1-80 +IAO +140 +140 +1-80 +140 +1A0 +140 +/40 •IAO 3/16*TEMPERED GLASS STRENGTHENED GLASS SIDE ® Z d' 38 of-00 +IAO +180 +140 +140 +140 +1-80 +/40 +1-79.4 +1-76.4 +1-74.3 3/16"ANNEALED GLASS3- co H 40 +1-80 +1-80 +140 +140 +14 +14 0 0 +1-80 +/-767 +/-73.5 H-70.9 +/-89 7/16"AIR SPACE A90"PVB ' F O W Z 42 +1-80 +1-80 +180 +1-80 +180 +1-80 +1.77 +/-73.1 +/49.6 +1-68.9 +185.2 it INTERLAYER < Z alo�S 44 +140 +140 +180 +140 -1-80 +1.77.8 +1-74.1 +/-70.3 +187.5 +/-63.9 48 a140 a140 +180 +140 +1-79.2 +/-754 +1-71.7 +/-681 +185.1 5 LONG Z NN 48 +140 +140 +140 +I-80 +1-77.2 +/-733 +/-89.5 +145.8 USED AT CURVED SIDE w W n op rn 50 +140 +140 +IAO +1-79 4 +1-75.3 •I-77.3 r/-87.5 FRAME MEMBERS ONLY 29 5re" O X W e 0.0_ .2 52 +IAD +1A0 +/AO +/-77.7 +1-73.5 +1$95 ®11-7/8'O.C.MAX. GLASS BITE IL O 54 a!-80 +140 +1-79.6 +1-76 +1-71.8 1-3 aplosaO sauaS 56 +1A0 +1-80 +1-77.5 +1-73.8 58 +140 +/-79.4 +1-754 EXTERIOR 60 +140 +1-77.(i +1-73.5 • • • •• 6 a 7s7 21 13 SHORT 2 +180 +1-75.8 SIDE 64 +/-788 +1.74 - 66 +1.77.2 • GLASS TYPE 3 67-718 +1-74.9 •• • • • • • • •• - NOTES: \!p 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1^FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST%UNDDW&IZE IN TWE TABLE"VE WHJPId T&4E 0`4RALL DIMENSIONS COMPLETELY FIT WITHIN. V - • • • • • • • • • • • •• • • • •• • • ••• • • • • • A.LYNN MILLER,P.E. P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4: Window Design Pmssum(+h,psfl for Glass Types 2&4 Lolly Side(n) 87-7/8 72 78 80 64 88 92 96 1 100 104 1 109-1/2 112 116 120 1 124 128 132 138 140 144 30 +1-80 +/AO +140 +1-80 +IAO +1-80 +IAO +/AO +1-80 +1.80 +IAO +1.80 +1.80 +1.80 +t-8D +IAO +1-80 +1-00 +1-80 +lam 32 +/AO +/A0 +IAO ./AO +IAO +IAO +IAO +IAO +IAO +IAO +1-80 +IAO +1-80 +1-80 HAD +1.80 +1-60 +IAO +I-OD 34 +IAO +IAO +/AO ./AO +IAO +1-80 +1A0 +IAO +IAO +IAO +/AO +IAO HAO +1-80 +IAO +I-8D +IAO PRODUCT REVISED 36 +IAO +IAO +IAD HAO +IAO +IAO +/AO .1-80 +IAO +IAO +/AO +180 HAO +1.80 +I-8D +IAD as comoras wm me Florida 38 +IAO +lAO +1A0 +1-80 +IAO +IAO +IAO +IAO +140 +IAO +1A0 +IAO +IAO +IAO 0 ldin6 Codc 40 +/-80 +1-80 +1-80 +1A0 +/-80 +/A0 .IAO +J-80 +1A0 +/-80 +/AO +IAO AowPtA.FW*0 42 +1-80 +1A0 +1-80 +1-80 +1-80 +1-80 +1 +1m0 +I +-1-80 +1A0 -/-80 �_ O 44 +IAO +J-80 +1-80 +J-80 +1A0 +/-80 +1-80 +1-80 .80 O +1 ++t-80 " O BY 46 +IAO +IAO +IAO +IAO +IAO +/AO +1A0 +/AO ./AO IT, sg +�14�"K4R4 $ 48 +1-80 .IAO +1A0 +IAO .1-80 +1.80 .IAO +1m I. 50 +/AO +1-80 HAD HAO +IAO +IAO +1A0 1 P 52 rlAO +IAO HAO +IAO HAO H-79.1 a m 54 +1.60 +1A0 +1-80 +JAO +1-78.6 56 +IAO +IAO NAO +1-79.1 m 58 +IAO +IAO +IAO z 60 +IAO +1-80 +1-79.3 �+ 62 +IAO +IAO ' 64 F. +1-80 68 +/AO _ 67-718 1 IAO r'7 y ca NOTES: a Ada 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. }n °00 O O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. N cNO _5 p W N O J N J S Z 9 Z LL [1]LL m J MOJQ ❑ W ° L5 V X D o ❑ W Z O 2 °O O °N 1-1/16"NOM. TABLE DIMENSIONS MAYBE ~o; m O v 0 0M0 GLASS STACK 7/16"LAMINATED ORIENTED VERTICALLY WOR ro Z d Z ZO U GLASS STACK 7/18"LAMINATED GLASS STACK HORIZONTALLY AS SHON. F W LL Q -J O 3/16"HEAT STRENGTHENED GLASS LONG J Q CO k, ENGTHENED INTERLAYER 3116"TEMPERED GLASS SIDEEAT 3116"HEAT STRENGTHENED GLASS LONGSIDE3/16'HEAT STRENGTHENED GLGLASS 7/16"AIR SPACE ,000•PVB INTERLAYER � ® z W 1°°45 �' Zq 1SHORTO W Z 11 5 SIDEUSEDATCURVEE —I SNORT < Z a' dl°pS USED AT CURVED l _FRAME MEMBERS ONLY 2g FRAME MEMBERS ONLY 29 5I8' SIDE p a 00 11-718'O.C.MAX. BITE 11.7/8"O.C.MAX. GLASS BITE ZnCN1,3WtoEXTERIOREXTERIOR �— LONG SIDE —�j WNE"L vo-�a 21 13 a11q °ra0 • ••• • • • • • •• SHORT LONG ' GLASS TYPE Z GLASS TYPE 4 SIDE • • • • • • • • SIDE , SHORT I A• r v\� • ••• • ••• ••• • SIDE • •• • • • •• • • A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TABLE 5: Window Design Pressure(+E,psf)for pass Type 5 Lap Side(in) 7116"LAMINATED 67.7/8 72 76 80 1 84 88 92 96 100 104 1 109-112 GLASS STACK 30 +901.125.4 +901.120 +901-115.5 +90-111.5 +901-108.5 +901-106 +901-104 5 +901-103.5 +90-1025 +901-100.7 +90-97.9 .090'SG INTERLAYER 32 +901-116.9 +90-110.8 +90/-105.3 +90-101.6 +901-987 +90-95.7 +901-923 +901-90.6 +901.90.3 +/-899 +1-89 34 +901-108.9 +901-103 +901-98.8 790-95.1 +901-91.8 +1-88.2 +1-84.4 +1-81.5 +180.1 +1-79.8 +1.79.4 3/16'ANNEALED GLASS 36 +901-102.6 +90-97.1 +901-928 +1-88.9 +1-85.5 +1826 +1.79.7 +1-TT2 +1-75.1 +1-73.4 +1-72.2 3/16'ANNEALED GLASS PRODUCT REVISED 38 +901-98.4 +90-92.2 +188.7 +/83.2 +180.7 .1-78.1 +/_75 2 +1-725 +1.70.3 +1-68.5 +/88.3 m couOlying with the Florida 40 +901-94.8 H88.2 +/826 +1-79.8 +1-772 +1-74.3 +/-71.3 +187.9 +1.85.1 +183.4 .181.8 4 11 Building Code p ,{ 42 7901-91.3 +184.7 +1807 +1-77.4 +/-74.3 +1-71.3 +188.2 +1-64.7 +181.8 +1.59.8 +/58.2 USED AT CURVED AoceptLaar 44 +1863 +182.4 +1-78.9 +/.754 +1-72.1 +1.68.9 +185.6 +1822 +159.7 +157.5 FRAME MEMBERS ONLY 29 5/8" 46 +1854 +/80.8 +1-77.2 +/-73.6 +1-70.1 +186.8 +/83.5 +180.3 +157.7 a 11-718'O.C.MAX. GLASS BITE �- LONG SIDE Dy v 48 +1827 +1-79.3 +1-75.8 +1-71.9 +1-88.3 +1-64.9 +1-81.5 +/.58.2 T C 50 +180.9 .1-77.5 +1-74.1 +1-70.3 +1-66.7 +1811 +1-59.7 1-3 T- -02 tvtiami Roduct a 52 +1-791 +I-75.8 +1.72.4 +188.8 +185.1 +f-81.5 54 +1-77.4 .I-73.8 +1-70.5 +187.3 +1-83.5 EXTERIOR SHORT 56 +1-75.8 +1-72 +1-0&0 +1-65.3 (� 20 13 SIDE + Y' � 58 +1-74.2 +1-70.3 +1-86.8 m 60 +1-727 +/88.7 +/-85 GLASS TYPE 5 62 +171.2 +/-67.1 m V 64 +1897 1 +185.5 86 +1883 LONG SIDE --+j 67-718 +/87 m _ NOTES: M Y m 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT a to .�aa IJU 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. it 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 a m C 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. - n alae 0 N 0 It N TABLE DIMENSIONS MAY BE 0"'v W N ORIENTED VERTICALLY OR 0-1 N J p z 't8 r HORIZONTALLY AS SHOWN. z LL to Lr_ to W ""'o'p g U(.) XS2 d 0 TABLE 8: f-uZt m 0 (0 JMO Window Design Pressure(+P,psf)forpasa Type 7 y n> p0 z Long Side(in) f7 z a z a' 0 rn LL LU 67-718 1 72 76 80 84 88 92 96 100 104 1 109-112 1-1/16"NOM. g 0 30 +90/.130 +901-130 +90-130 +901-126 +90-171.6 +901-119.8 +90-118.1 +90-117 +90-1158 +901-112.7 +90-109.9 GLASS STACK 7/16"LAMINATED J Q . 32 +901.130 +90-1251 +90-118.9 190-114.8 +90-111.5 790-108.1 +90-104.3 +901-102.4 +90-102 +901.101.4 +90-99.7GLAS5 STACK Q N 34 +90-123.1 +90-1164 +90-111.7 +90-107.5 +901-103.8 +90-99.7 +g0-95.3 +90-912.1 +90-90.5 +1-90 +189.8 SHORT $, � W +saws 36 +g0-116 +90.1098 +90-104.8 +90.100.5 +90-966 +90-93.3 +1-90 +1-87.3 +/-849 +/82.3 +1-81.2 3/16'TEMPERED GLA55 3/16'ANNEALED GLASS SIDE ® in z It I N 38 +90-111.2 +90-104.2 .90-97.9 +90-94 +90-91.1 +1862 +184.9 +1-81.9 ./-79.4 +/-76.4 +1-74.3 3116*ANNEALED GLASS � to F 40 .90-106.9 +90-99.6 +90-9a4 +90-90.1 +1-87.2 +184 +1805 +1-767 0.73.5 +1-70.9 +1-89 7/19'AIR SPACE +_- 0 to Z .090"SG INTERLAYER 42 190-103.2 +90'-95.7 +90.912 +187.4 +l$4 +1-80.8 +1-77 +1-711 +169.6 +188.9 +186.2 < z W a,aos 44 +90-99.7 +90-93.1 +/89.1 +185.2 0-81.4 +1-77.8 +1-74.1 +1.70.3 +187.5 +183.9 11 a Z EL 46 +90-96.5 +90-91.3 +/.8Z2 +183.2 +1-792 +1-754 +1-717 +1881 +185.1 5 LONG . 0 z NQ C-4 48 +901-93.5 N89.8 +/85.4 ./81.2 +1-77.2 H-73.3 +1$9.5 +1-858 USED AT CURVED SIDE cc w Lp z 50 +901-91.4 +187.8 +183.7 +1-79.4 +1-75.3 +1.71.3 +1$7.5 FRAME MEMBERS ONLY 29 � 3 g 52 +1-894 +185.5 +1-81.8 +/-777 +/-73.5 +1-%5 5!8" v N 54 +1-8ZS +183.4 +/-79.6 +1•76 +1-71.8 11-718'O.C.MAX. GLASS BETE X W d d W O 58 +1-85.6 +1-81.4 +1-77.5 +1-73.8 13 .071 nsa0 sauas 58 +18a8 +1-79.4 +175.4 60 +1-821 +1-77.6 +03.5 EXTERIOR 62 +180.4 .1-75.8 • • • 0 • a s7e 21 13 _ I SHORT I_ 64 +1-768 +1-74 • • • • • • • SIDE r� 66I +laze I • Joe* 10 GLASS TYPE 7 87-718 1 +1-749 NOTES: ` 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. r n\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLESTN W IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LE�MtMNSIZE DO N;T USE 1ft44IN-FRAAII!Ab+JINDOW.. • •• • • • •• • • ••• • • • • • A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7: Window Design Pressure(+l-,psf)for pass Types 6&s Long Side n) 67-718 1 72 76 80 84 88 92 1 96 100 104 1 109-112 112 116 120 1 124 128 132 136 140 144 30 +901.130 +901-130 -901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 1 +901-130 .901.130 +90/-130 -9d-130 -901-130 +901.130 1 +90/-130 +901-130 .901-130 +901-130 32 +901-130 +901-130 +901-130 +901430 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-13D +901-130 1 +901-130 +901-130 +901-130 34 +90/-130 +901-130 +901-13D -901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 -90/130 +901-130 PRODUCT REVISED 36 +901-130 +901-130 +901-130 +901-13D +901130 +901.130 +901-130 +9N-130 +901-130 +901-130 +90/-130 +901-130 +901-130 -901-130 +901-13D +901-130 m undying with da Florida 38 +901-13D +901-130 +901-130 +901-130 +90/-13D +901-13D +901-130 +901.130 -901.130 +901-130 +90/-130 +9D1-130 +901.129.2 -9D/-127.3 BAmil&4�Cod, �ra'b629.1Q- 40 +901-130 +901-130 +90/.130 +901-130 +901-130 +901-130 +90/-13D +901-130 -901-130 -90'426.8 +901-123.2 -901-122 42 +901-130 -901-130 +901-130 -901-130 +901-130 -901-130 +901-13D +90-129.3 +90'-123.2 +90'-119.7 +901-116.4 44 +901130 +901-130 +901430 -90/-130 +901-130 +901-130 +901-130 +90.124.5 +90/-119.4 +901-115 By. F 46 +901-130 -901-130 +901430 +90-13D +901-130 1 +90-130 +90-126.9 +90.120.5 +90-115.3 hlimni Pmdnec C 48 .90-130 +901-13D +90/43D +901-130 -901-130 +90-129.7 I +901-123 +90-116.5 50 +901-130 .901.13D +901-130 +90-130 +901-130 +90-128.2 89-41-119. C F 52 a90-130 +901-130 -901-130 +901-130 .901-130 .8681-123 1 � N 54 +901-130 +90-130 +90-130 +901-130 +88.81-127.1 56 +901-130 +901-130 +901-130 +8941-129 m 58 +901.130 .90-130 +901-130 z 60 +901-130 +901-130 +89.81-129. v 62 +901-130 +901-130 z` 84 +901-130 *90-130 86 +901-130 c� Y m 67-718 +901-130 Lij NOTES: 7 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. r 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ra co N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. V, co 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 0 � W N J J c" O Z Mfg P. Z U- LL W Ju a O W 2 UU XO W Z 02 10 5 -N TABLE DIMENSIONS MAY BE O CO Y CD 0M6 ORIENTED VERTICALLY ORro Q O O 1-1116'NOM. HORIZONTALLY AS SHOWN. Z Q-Z v m IL 7/16'LAMINATED L� GLASS STACK 7116'LAMINATED LONG g J O to GLASS STACK 1 - GLASS STACK L� ( SIDE Q co 3/16'HEAT STRENGTHENED GLASS - LONG SIDE �/ N ULI X3/16 HINT INTERLAYER 3/16'TEMPERED GLASS 3116'HEAT STRENGTHENED GLASS P ® �" Z of 1ad45 3/18'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18'AIR SPACE ,090'SG INTERLAYER SHORT O (n Z 4 11 11 + _ I SHORT I_ a Z Ir 5 1_ -tet SIDE r`- a1on USED AT CURVED 0 Z N N FRAME MEMBERS ONLY USED AT CURVED H 5/9, FRAME MEMBERS ONLY 29 5/8' 11.718"O.C.MAX. GLASS SITE GLASS SITE v Ill 11-7/8'O.C.MAX. X W 0-0- 1-3 1-3 1.3 �— LONG SIDE EXTERIOR EXTERIOR apg 'xap sauag SHORT � 3 ••• • • • • • •� s7e 21 13 SIDE � � SDE GLASS TYPEi6 i ••i LONG i i i GLASS TYPE 8 00 000 00 —I SHORT fiO O 14 SIDE ••• • • • • • A.LYNNMILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION — EMBEDMENT 1X WOOD BUCKSTRIP, '• TYPE A 1/4•MAX SEE NOTE 2,THIS SHEET •" EMBEDMENT T SHIM II tl TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PKODUCTREVISED EDGE DISTANCE PER SUBSTRATE. DISTANCE az complying avidr the Florida EDGE SEE TABLE 8,THIS SHEET Building Cafe DISTANCE 8 - Aeccv=& No IG-or IA.14-- �1/4'MAX 'rm' Date 1 SHIM 1 -6 By NSiani Dade t(' 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, > SEE TABLE 8,THIS SHEET USED AT CURVED 11 m 29 FRAME MEMBERS ONLY EXTERIOR 11-7/8"O.C.MAX. CONCRETE/CMU 4 11 a PERANCHOR VISIBLE LIGHT WIDTH= 5 REQUIREMENT WINDOW BUCK WIDTH-2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU M Y m WINDOWUJI EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR a W .aa BUCK REQUIREa4ENT a- HEIGHT 1/4'MAX.SHIM �{ HORIZONTAL SECTION A-A ^ a oa o N TIP-TO-TIP I O �vw N WINDOW #12 STEEL HEIGHT VISIBLE SELF-DRILLING SMS Z c,LL 8 J .0.0 p LIGHT (G5),SEE TABLE 8, TABLE 8: =L W HEIGHT= THIS SHEET Min.Edge Max O.C. U U X O Anchm Substrate Min.Embedment WINDOW Distance Spacing LU Z 02 00 -N BUCK P.T.Southern ine(SG=0.55) 5118 1 0(,U m O U' JMO HEIGHT- Aluminum,806-3T5 min. 3/9, 0.083'• Ir n> O O O INSTALLATION #12 or#14 410 SS Screw o 2-3/4" A36 Stew 3/8" 0.083"• tY a-Z a z tl METHOD DP:Steel Stud,Gr.33 min 318" 0,D45"(18 Go 12" O INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9118" 1318• 12' t0 UNDERNEATH THE Aluminum,008&T5 min. 3/8" 0.083"• 12' J z #12 or#14 Steel Screw(G5) Q O BEADING A38 Steel 318' 0.083" 12' 10 EXTERIOR f- 1aaV5 Steel Stud,Gr.33 min. 3/8" 0.04Y 18 Gs' 12' ® a z Ungmuted CMU.(ASTM C-00) 2-1/2' 1-114' 12- M 2' N MIAMI-DARE APPROVED MULLION 1l4.410 SS CreteFlex ♦- 21 Concrete(min.3.35 ksi) 1' 13/4" 12' 3 z (SEE SEPERATE NOA),ALUMINUM, Concrete(min.2.85 ksi) 1' 1314' 12' Op F- 8 STEEL FRAMING OR STEEL STUD. djOJS SEE SUBSTRATE PROPERTIES, 1l4'Steel Utmcon Concrete(min.2.85 ksl) 2-1/2' 1318• 12' u. Z ? TABLE 8,THIS SHEET Ungmuted CMU,(ASTM C-00) 2-1/2" 1-114" 12' O � W N N IN Grouted CMU, STM 680 2-1/2' 1314' 12" �' C9 r c0 5 �1/4"MAX SHIM Concrete(min.3.5 ksl) 1-1/4" 1.314" 12' W Z 5118'Steel UBreeon ���CMU ASTM 690 2-1/Y 1314' 12' Q LL a a T 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL I.a0 saua5 } IX WOOD BUCKSTRIP, I SEE NOTE 2,THIS SHEET T • - • • • • • • • • .•• "• SOt46RE•E PIR • • - - - EMBEDMENT '• •'•' • RNCAOR• ••• • INSTALLATION NOTES: •• ••• t••<�• gEQe15E&Et� • ••• . L USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE - INSTALLATION EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-1P2'THICK OR GREATER. 6 TYPE B DISTANCE ••• AND EDGE DISI �E PER*•• • INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING SUB:fWE,SF TABLE 8,T:IS SHeET� JURISDICTION. VERTICAL SECTION BSB • • • • • •oe • • 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ••• • • • • • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE DISTANCE NOTE 2,THIS SHEET TYPE G TYPE F WOODTHIS S EMBEDMENT 1X SHEET EMBEDMENT SEE NOTE 2,THIS SHEET - INSTALLATIWNI 114 MAX " TYPE EEMBEDMENT L SHIM TYP.ANCHOR TYPE,EMBEDMENT AND E� • EDGE DISTANCE PER SUBSTRATE, VPDD47�REVISED EDGE 6 SEE TABLE 9,THIS SHEET DISTANCE m camplyina with for Florida BVIIdms Code DISTANCE 1/4"MAXSHIMHOR TYPE, ENT AND EDGEE PER SUBSTRATE, 11 SEE TABLE 9,THIS SHEET EXTERIOR m USED AT CURVED 4 11 EXTERIOR 29 FRAME MEMBERS ONLY °• •. 11-7/8'O.C.MAX. CONCRETE/CMU I VISIBLE LIGHT WIDTH= 5 " PER ANCHOR WINDOW BUCK WIDTH-2-314" • WINDOW BUCK WIDTH REQUIREMENT rc WINDOW CONCRETE/CMU WPER Y m BUCK HORIZONTAL SECTION C-C REQUIREMENT a 0 °7 HEIGHT 1/4'MAX.SHIM -+{ p y #12 STEEL U N N of 1p SELF-DRILLING SMS O LU LU VISIBLE (G5),SEE TABLE 9. J N C Z f8 r LIGHT THIS SHEET TABLE 9: Z LL tG w M°°Q HEIGHT- Min.Edge Max O.C. =LL fQ Anchor Substrate Min.Embedment U U X— d p WINDOW Distance Spacing W— O 2 co 5 °N BUCK P.T.Southam Pine(SG=O.5) 9/16• 1-18• 17 �W m O U' ')M(7 HEIGHT- Alumin m 6063-T5 min. 318' "• 1 2-314• INSTALLATION #12 or#14 410 SS Sc ew A38 Steel 318• 0.063•" 17 C Z .a.Z m 11 0 TYPE H Steel Stud,Gr.33 min. 3/8• 0.045 18 Ga 12, Z LL P.T.Sorthem Pine(SG=0.55) 9116" 1-318' 17 g O r EXTERIOR Aluminrm,6083-T5 min. 318' 0.083'• 12, J F- #12 or#14 Steel Screw(GS) Q Q A38 Steel 318' O.M. 17 Steel Stud,Gr.33 min. 3/6' 0.045•(18 Ga) 12' ® $ 7,=Z 9 z Ungrouted CMU,(ASTM C-90) 2-1/7 t-1/4• 12, MIAMI-DADE APPROVED MULLION 1/4"410 SS GeteFlex HQ- p 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksl) 1" 1-l4' 17 z STEEL FRAMING OR STEEL STUD. Concrete min.2.85 kal t• 1-14' 17 j Z B SEE SUBSTRATE PROPERTIES, Concrete(min.2.85 kai) 2-117 1-78' 17 < Z U ijDJs 114'Steel Ultncon 0 _ W TABLE B.THIS SHEET UrgmIRW CMU,(ASTM C-90) 2-117 1-114' 17 O 3: _,l N N MGrouted CMU ASTM C-90 2-117 1-74" 17 H J r e0 5 �i/4"MAX SHIM Concrete(min.3.5 ksl) 1-1/d' 1.914• 17 uw) W Q 5116'Steal Ucan Grouted CMU, ASTM"0 2-117 1-14' 17 O u.. W 0-d T •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. } 1X WOOD BUCKSTRIP, egg °sag sautes • SEE DOTE 2•THISSHE=T •• EMBEDMENT 4r• •.•�;'�. V ElPt•: *6* INSTALLATION NOTES: •• w .••� � IVA•EN: • •• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - INSTALLATION w •• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS't X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE TYPE F EDGE TYP ANCHQR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-12'THICK OR GREATER. DISTANCE • •• AN EDGE 199 CE PEA•• • INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SU DATE, TABLE 9,:HIS IEE= JURISDICTION. , VERTICAL SECTION D-D• • • • . • . . • • • •• • • 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ••• • • • • • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A-LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • 0% • •• •• • • • •• •• • • • ••• • • TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE --►{ EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET SEE TABLE 10,THIS SHEET TYPE J TYPE K EE EDGE DG {� DISTANCE DISTANCE I 1/4"MAX EDGE DISTANCE —� INSTALLATION ---x"111 SHIM TYPE I PRODUCT REVISED I� 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP O as wmplyiag with•a Florida VV OR FRAMING,SEE OR FRAMING,SEE paw C� NOTE 2,THIS SHEET NOTE 2,THIS SHEET Aaxptanos No WO 41-- 1/4'MAXpiracioo Dae 't TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, By q 6 SEE TABLE 10,THIS SHEET Miami <}'udutt EMBEDMENT a 11 3 EMBEDMENT ' z m USED AT CURVED EXTERIOR29 FRAME MEMBERS ONLY s° 11-7/B"O.C.MAX. 11 EXTERIOR V M Y m WINDOW I q 11 W CO naa BUCK VISIBLE LIGHT WIDTH= 5 Of a HEIGHT1/4"MAX.SHIM �{ II~~" WINDOW BUCK WIDTH-2-3/q" ❑ d' U) a WINDOW BUCK WIDTH ^ 4o0 O m VISIBLE INSTALLATION HORIZONTAL SECTION E-E OJ-1 N J o z 78 w r Z �LL co J 4 HEIGHT=GHT TYPE L L)U X N d ❑ WINDOW F Z0 O � 5 SMD BUCK #10 STEEL p W Y HEIGHT- SELF-DRILLING SMS n> O p a Z 2.3/4" (G5),SEE TABLE 10, O �z az ch THIS SHEET TABLE 10: g O LL Min.Edge Max.O.C. J 00 Anchor Substrate Distance Spacing F 2-1/2'x.113"Box Neil P.T.Southern Pine SG=0.55 5116' 51laa4S 2-112"x.1311 Common Nail P.T.Sout wn Pins SG=0.55 316' S ® p H 2.12'x.145Rwing Nell P.T.Southam Pine SG-0.55 3/5" S Z 21 6 2X WOOD BUCKSTRIP EXTERIOR P.T.StxAhtm Pine SG-0.55 12' S < 00 J alo�S OR FRAMING,SEE *10 x 1"Steel ScreW 0.093"Aluminum,6063-T5 min. 5H5 S Z a NOTE 2,THIS SHEET 1/16'A36 Steel 5/15 S O 3—. ~ N N 5 r1/4"MAX SHIM 0.045 18(?a 3t•d91W Gr.33 5/16" S cc ❑ Z t�a� .11 MIAMI-DADE APPROVED MULLION w 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (SEE SEPERATE NOA),ALUMINUM, O X Z a a STEEL FRAMING OR STEEL STUD. LL LL SEE SUBSTRATE PROPERTIES, Laptasa0 sauas INSTALLATION TABLE 10,THIS SHEET TYPEJ •• • • • • • ESGEOISLIE • • • - •• •• • • • • ••• • INSTALLATION NOTES: _ • 7N!1aNCHGR*YPE,EMBE9MEOT •• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT �AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1 X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-12"THICK OR GREATER. : ••• ••• ••W STSD CTION,TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING VERTICAL SECTION F'Fe • • • • • • • • • • • •3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • •• • • ••• • • • • • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E. P.E.#58705 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET — INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, 'FOR THIS INSTALLATION ANCHORS MAY BE NO METHOD ONLY, 1/4'MAX • MORE THAN 6'O.C. ANCHORS MAY BE NO EMBEDMENT SHIM • MORE THAN 6'O.C. ��� O 1X WOOD BUCKSTRIP,SEE PRODUCTREVISED 2X WOOD OR FRAMINGBUCKSTRIP NOTE 2,THIS SHEET ne camplyiying with duh Flaids ,SEE 7'r;ldmt Oodc NOTE 2,THIS SHEET ''"JDOat°O00 NO G t!¢pimtiat Date ! _T114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, IIY 4 TYP.ANCHOR TYPE, 6 SEE TABLE 11,THIS SHEET ti1'a^' Ptvdrr<Y EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, e __ j�11 SEE TABLE 11,THIS SHEET 3 P7 11110*1111W v USED AT CURVED EDGEno m EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE EDGE 11-7/8'O.C.MAX. • DISTANCE CONCRETE/CMU 11 PERANCHOR _ WINDOW REQUIREMENT 4 11 CONCRETE/CMUW Y m PER ANCHOR D BUCK I_ VISIBLE LIGHT WIDTH= 5 x HEIGHT 114'MAX.SHIM - !� REQUIREMENT WINDOW BUCK WIDTH•2.3l4' p 7 y WINDOW BUCK WIDTH EXTERIOR CDN N a1, l0 C14 Y � 04 VISIBLE HORIZONTAL SECTION G-G O m J o w 19 1 Ir LIGHT INSTALLATION TYPE O pp Z Z LL LL !D J a D p HEIGHT= FOR THIS INSTALLATION U U X LO t3 a WINDOW 'METHOD ONLY, TABLE 11: �Z m 2O 10 5 SMO BUCK ANCHORS MAYBE NO HEIGHT- •MORE THAN 6'O.C. Anchor Substrate Min'Edge Min.Embedment Max.O.C. on Y Z 2-3/4" Distance Spacing O 0 0 phi O P.T.Southern Pine SG=0.55 W16' 1-3/8' 6' Z a Z LL #72 STEEL #72 a#14 410 SS 3etew AlttNnum 8083-75 min. 31W 0.063" 6" g O SELF-DRILLING SMS A38 Steel 31W 0.083'• 8' O (G5),SEE TABLE 10, Steel Stud,Gr.33 min. 3/8' 0.045'18 Ga - 6' Q P.T.Southern Pira SG=0.55 W16" 1-3/8' 6' $ 7aa45 THIS SHEET Aluminum,8063-T5 min. 3/8' 0.063"' 6' • Z Z #12 a#14 Steel Screw(GS) O H A38 Steel 3/8' 0.083"_ 8' � 21 TYP.ANCHOR TYPE, EXTERK)R Steel Stud Gr.33 min. 3I6' 0.045' 18 Ga' 8' X O Q Z EMBEDMENT AND EDGE U rated CMU, ASTM 690 2-1/r 1-1/4' 1r = 0 6 DISTANCE PER SUBSTRATE, 1/4'410 SS CYeteFbx Concrete(min.3.35 ksi) 1' 1314' 1r u- Z Q a ops SEE TABLE 11,THIS SHEET Concrete min.2.85 ksi 1" 13&4' 1r O § ~ a tai 5 114'MAX SHIM MIAMI-DADE APPROVED MULLION I' m 1-00 (SEE SEPERATE NDA),ALUMINUM, 1/4'Steal llarae0n Concrete min.2.85 ksi 2-1/r 13&8" 1r w W Z u rated CMU. ASTM 690 2-1/r 1-114' 1r v �3 STEEL FRAMING OR STEEL STUD. X Z a a SEE SUBSTRATE PROPERTIES, Grated CMU ASTM si) 2-1/4' 73/4' 1r LL LL TABLE 11,THIS SHEET 5/16'Steel Ulbacon GroutConced C min.3.5 kei 7-1/4' 1314' 12 al;�l �sa0 ragas INSTALLATION Grouted CMU,ASTM 690 2-1rr 1314' 1r ),WOOD BUCKSTRIP, •MIN.OF 3THREADS BEYOND THE METAL SUBSTRATE. TYPE N •--' ••SLE NATE 2,THIS SPEE• •• • ! ••• • • • ••• • INSTALLATION NOTES: EMBEDMENT ••a - • • • • • • • - °• '•• .6•at •• • • • •• 7.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. -• °` 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE �16 OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-1/2'THICK OR GREATER. 6 —I EDGE • ••• • f•• ••• • INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING —I DISTANCE • • • • • • •JURISDICTION. 000 9 • • • • : : • • `• : 3.FOR ATTACHMENT TO METAL'THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECIM FCA • • • • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P-E. P.EA 587D5 • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED yr cwtNyN6 with the Florida 3uild.g Code Acceptance No OQ E>;plrati�n Date 1 By Eva! M� (tede prpdcnzC a s ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES x x IM Y > 3 ANGLEDICURVED ANGLED/CURVED O tpjy p FRAME ASSEMBLY FRAME ASSEMBLY N n ala0 p N 90'CORNER 90*CORNER O M W N FRAME ASSEMBLY I FRAME ASSEMBLYIA.ND pJJLU6g =LL �LL 8 WUU XD d O10to FWm 0 CcO =7 wOMaALL CORNERS TO I ALL CORNERS TO o> p Z Z USE GASKET / USE GASKET Z 11 Z rn O 0_ AND/OR SEALANT / AND/OR SEALANT `� �- O U.p EQUAL-LEG FRAME ~ Qesus I yFLANGE FRAME Z O MITERED FRAME WITH INTERIOR D FRAME WITH INTERIOR 0 ? Z EQUAL-LEG FRAMEAND EXTERIOR FRAME WELDS TERIOR FRAME WELDS FLANGE FRAME (SHOWN)OR CORNER KEYS AT d (SHOWN)OR CORNER KEYS AT O SCREW BOSSES.SEALANT AT ALL CORNERS J�IL1 SCREW BOSSES.SEALANT AT ALL CORNERS W N O w W 2 X O as LL m alli� -asap s aces 00 90: E. • ••• • ••• w•• • A.LYNN MILLER,P.E. P.E.M -05 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 2.784" 2.784' 2.784' TABLE 9: Item .094' ___j1.— .094• �If .o94" 11 PGT Part# Description Material .074• .062" .074" .062' .074" .062" 1 4253C Flanged Frame Alum.6063-T5 1.375" 1.375'1 1.875" T --ngyREVISED ,th �� 2 4285 Equal-leg Frame Alum.8083-TS ,436• .500" .a38' 5�" a38• B 3 4256 Integral Fin Frame Alum.6063-T5 1'000" r was �� mom BuildeBCMe .500' .050' .050' .050' Amt 4 4255 7/16'Lami.Glass Beading Alum.6063-T5 1.125' FSq wuun Hare d O FLANGE FRAME O EQUAL-LEG FRAME �— o7T 5 4254 I.O.Glass BeadingAlum.6063-T5 #42530,6063-T5 2 #4285,6063-TS 63 4270 Installation Fastener Cover Alum.6063-T5 3'd`P oct FIN FRAME 6b 4224 Installation Fastener Cover Rigid PVC O #4256,6063-T5 10 70589C Gasket(at 90'comer joints) Polyethylene z 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 k�t1.206• .346' m JR-05105/16-ADDED THIS SHEET 13 Dow 899,GE 7700 Silicone or Equiv. 1� —�{ 1.037 WITH SPACERS 8 MOVED PARTS. 20 71852K Setting Block,Mono.3/16'x 7/16"x 4' Neopn ne,Duro.85+/-1 -875" �s 21 71704AK Setting Block,I.G.3/1W x 13/32'x 4" Neoprene,Duro.85+/-1 29 #6 x 1-1/4'FH SMS Stainless Steel T— .050" 1 .050' m 2 m INSTALLATI > c�. 'b 30 787PDX #8 x t 3/16"&1/4" I.G.GLASS ON"Quad PH SMS Stainless Steel GLASS BEADING BEADING FASTENER COVER I p O #4258,6063-TS O #4254,6063 TS sa #4270,6063-T5 v alae Op CM N cc j J A O z 6 N Z LL u,LL cc J •-a O W u V V X 9 m 0 o) ALUMINUM F Z m 2 00 7 u) N SILICONE HOT-MELT BUM REINFORCEMENT POLYISO DESICCANT FILL AREA > O OY Z LU JMO STRUCTURAL BUMENE 5/16"NOM. Z d Z O w SILICONE 5/16"NOM. SE�4L v F LL O STRUCTURAL 3/16"NOM. 1/4"NOM. FOAM SILICONE SEAL POLYISOBUMEN BUM& WITH DESICCANT WfTH STAINLROLL-FESS STEEL Q Z DESICCANT DESICCANT STAINLESS STEEL ¢ EXT.GLASS EXT.GLASS EXT.GLASS ® $ to loevs Z Z EXT.GLASS O to O U) Z ¢ Z Ir "was INT.GLASS INT.GLASS INT.GLASS INT.GLASS 0 W NN rc O Nao 75 KODISPACE 7e SUPER 77 DURASEAL( 76 XL EDGETM X o IL0- 0 4SG TPS SPACER®NXTT" SPACER SPACER TABLE 10: • • • •• Part# Description Material C/ 75 Kommeding 4SG TPS Spacer System 6 • 76 Quanex Super Spacer nXi with Hot Melt Bytyl Sesthis •• • •� • • • ••• , 77 Quanex Duraseal Spacer • • Sh,&t.%r • • RAaftar • •• • • 78 Cardinal)L Edge Spacer 000 • • • • REFERENCE TEST REPORTS:FTL-8717,8968&8970 A.LYNN MILLER,P.E. P.EX 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •