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PL-14-2179 i r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220994 Permit Number: PL-10-14-2179 Scheduled Inspection Date: September 01, 2015 Permit Type: Plumbing - Residential Inspector: Diaz, Osvaldo Inspection Type: Final Owner: MILLION, CHARLES Work Classification: Gas Job Address:485 NE 94 Street Miami Shores, FL 33138- Phone Number (917)887-5511 Parcel Number 1132060140540 Project: <NONE> Contractor: METROPOLITAN PLUMBING INC Building Department Comments INSTALL ONE GAS LINE FOR STOVE, OVEN AND Infractio Passed Comments WATER HEATER. INSPECTOR COMMENTS False Inspector Comments Passed Ed Failed Correction ❑ / Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 31, 2015 For Inspections please call: (305)762-4949 Page 5 of 37 METROPOLITAN PLUMBINg. INS. . Licensed& Insured. CF C057152 June 30, 2015 Miami Shores Village 10050 NE 2 Ave Miami Shores Village, 33138 To Whom It May Concern: This is to certify that Metropolitan Plumbing, Inc. has performed a drop test at the following site and tested the appliance connection. The gas line has been checked to the standards of the 2010 Florida Building Code and properly tested to meet the standards of NFPA 54. The work was performed at 485 NE 94 St, Miami, FI. 33138 Test Pressure:4.0 Lock up pressure: 7.2 Operating Pressure: 7.0 Test Time: 10 minutes State License#: CFC 057152 If you should have any questions regarding this matter please do not hesitate to call us. Sincerely Mi uel ui rdinu President Maria Exposito _°•' ��=COMMISSION#EE 117934 ee EXPIRES:AUG.01,2015 °F WWW.AARONNOTARY.com ` f 1020 East 14`''Street,Hialeah,Florida 33010 Telephone:(305)888-2720,Fax: (305)888-2758 Miami Shores Village ' - �' Building Department ' ` 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20(� BUILDING Master Permit No.,9C 9- 9L4- 170 PERMIT APPLICATION Sub Permit No'- ❑BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ;PLUMBING r-1MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION F-1SHOP llll�" CONTRACTOR DRAWINGS JOB ADDRESS: 4`b5 N t~ g4ST City: Miami Shores County: Miami Dade Zia.. 3)3 g Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 'j Alir 1 G Phone#: /t-7 Address: r •�i City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Metropolitan Plumbing, Inc. Phone#: 305-888-2720 Address: 1020 E 14th St City: Hialeah State: FI Zip: 33010 Qualifier Name: Miguel Guiardinu Phone#: 305-888-2720 State Certification or Registration#: CFC 057152 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ j7� � e Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: /n51zzq (/)©rc Ccs 1,t;w s~foye ®yen qw color of color thru tile: 3ra _ Permit Fee$ / G CCF$ CO/cc$ - : � , 2 2 a Radon Fee DBPR$ Notary$ --- '10, no =z:, - (0 C) Training/Education Fee$ I Double Fee$_ Bond$ r . Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature I•`n7 Signature OWN ER or AG ENT CON ACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of D C�' 20 by 23day of September 20 14 by OAGIN�t_' /�✓�( who is personally known to Miguel Guiardinu who is personally known to me or who has produced �/ �/S`��7 ��Y�s me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: 4- 11i�dpc Pri rnt: ra Exsito r oFlorida "vo''' MarlapOSItO Joanna M Feliciano Seal: -o�?T' °a` Sea y�c� A� nay Commission FF 082753 EE 117934 SOF Ftoe Expires 01/12/2018 9' p EXP.RES;AUG.01,2015 WNM'.AARON NOTARYCortI APPROVED BY ( t_/ A 6" Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) I STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTIO",iNDUSTRY LICENSING BOARD. .CFC-057152 .The PLUMBING-.00_NTRACT0R Named below IS CERTIFIEDVit ' ; Under-thepravlsions of Chapter-489'F$_ Expirabon"date AUO-31,-20116 _ 4 GUTARDW6._i HGUEI SA _ ■ 11t#E�RdPf7Cl-TA P _-102D-EAST 1 , ■. ISSUED; 08/05/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408050001609 City of Hialeah Business Tax Receipt 2013-14 Mayor Carlos Hemandez No: 238220-121 (OLD-1711-981) Amount: $ 150.00 The person,firm or corp.listed here has paid the business tax required to engage in or operate the business specified subject to the regulations and restrictions of the City of Hialeah,Florida Owner:MIGUEL GUTARDINA-METROPOLITAN PLUMBING INC. Type of Business:Plumbing, Heating, and Air—Conditioning Contractors METROPOLITAN PL73MBING INC. 1020 E 14 ST Business Location: HIAL AHS FL 33010 1020 E 14 ST Validating No.: 0000 Expires Septan r 30,201 ISIS IS NOT A BILL noise Pv y e r 1�1 I 1� r., l•5f� � s-dl.�._k,-a1+- z.Lw' ._.z �' T £'<V•ya�E `�`fi ^Y 'die h `' eTr g C. 1fPE OF, i1NESSS' " PAYf1A -196 P i BY T AN PLUMBI k CFC051 �$445�070 x K - ,..� C � t IMS 1�7 - v �z - tn3k ' y' Reece Brsigomn Taos 7La item a altlnhdoe,spsl H aayyeyiFaawaWar - k above: all coaaai lal veli SSW u. 's wwwaiai <_= MIAMFDADE MIAMI-DADE COUNTY - STATE OF FLORIDA N/A September 30,2014 LOCAL BUSINESS TAX RENEWAL 3986776 2014 -2015 APPLICATION RECEIPT:4160834 STATE#CFC057152 DBA/BUSINESS NAME: BUS.COMMENCEMENT DATE:10/01/1998 METROPOLITAN PLUMBING INC SEC TYPE OF BUSINESS BUSINESS LOCATION: PLUM PLUMBING CONTRACTOR 1020 E 14 ST 5 HIALEAH,FL 33010 OWNER/CORP. APPLICATION DETAILS METROPOLITAN PLUMBING INC FEE AMOUNT PHONE# 305-635-6040 Receipt Fee 30.00 UMSA Fee 0.00 1020 E 14 ST Beacon Council Fee 15.00 HIALEAH,FL 33010 Bingo Permit Fee 0.00 Nightclub Permit Fee 0.00 Multi-Municipal Contractor Fee 0.00 Restricted Contractor Fee 0.00 Library Fee 0.00 Transfer Fee 0.00 NAICS CODE: 23822 Doing Business without a License Penalty 0.00 Late Penalty 0.00 Collection Cost 0.00 NSF Fee 0.00 Prior Years Due 0.00 Amount Recently Paid - 45.00 TOTAL AMOUNT DUE: 0.00 ................................................................................................................................................................................................................................................................................................................. If no longer in business,please notify us in writing. To pay online go to www.miamidade.gov/taxcollector Review and correct the information shown on this application. To pay by mail, make check payable to: Miami-Dade County Tax Collector A 25%penalty will be assessed to anyone found operating Business Tax without a paid local business tax, in addition to any other 200 NW 2nd Avenue penalty provided by law or ordinance(Sec 8A-176(2)). Miami FL 33128 To pay in person go to: A Certificate of Use and/or City Business Tax 200 NW 2nd Avenue Receipt may also be required. (305)270-4949,fax(305)372-6368 A service fee of not less than$25.00 up to a minimum of 5% will be charged for all returned checks. t RETAIN FOR YOUR RECORDS t ................................................................................................................................................................................................................................................................................................................. MIAMI-DADE COUNTY- i DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT j N/A September 30,2014 STATE OF FLORIDA LOCAL BUSINESS TAX RENEWAL I 201 762015 APPLICATION I II III III III III II I I III II I STATE#CFC05 152 BUSINESS LOCATION: 1020 E 14 ST HIALEAH,FL 33010 BUS.COMMENCEMENT DATE:10/01/1998 SEC TYPE OF BUSINESS OWNERICORP. PLUM PLUMBING CONTRACTOR METROPOLITAN PLUMBING INC 5 APPLICATION IS HEREBY MADE FOR A LOCAL BUSINESS TAI(RECEIPT OR PERMIT FOR THE BUSINESS PROFESSION OR OCCUPATION DESCRIBED HEREON.I HAVE BEEN INFORMED OF ALL ZONING RESTRICTIONS iMPOSED ON THIS RECEIPT. SWEAR.1 HAT 1HE INFORMATION IS TRUE AND CORRECT METROPOLITAN PLUMBING INC MIGUEL GUTARDINU PRES 1020 E 14 ST SIGNATURE REQUIRED SEE INSTRUCTIONS ABOVE HIALEAH,FL 33010 Please pay only one amount.The amounts due after Sept 30th include penalties per FS 205.053. If Received By Oct 31,2014 Nov 30,2014 Dec 31,2014 Jan 31,2015 Please Pay $0.00 $0.00 $0.00 $0.00 7000000000000000000000004160834201500000004500000000000000 2015 details-Business Tax Account METROPOLITAN PLUMBING INC-TaxSys-Mi... Page I of I miamdade.Gov 1(� Tax Collector Home Search Reports Shopping Cart We have moved.Our new address is: 200 NW 2nd Ave,Miami,FL 33128 The information contained herein does not constitute a title search or property ownership. 2015 Detects — Business Tax Account METROPOLITAN PLUMBING INC Business Tax Account#3986776 Account details Account history 2015 2014 2013 2012 2011 2010 Paid Paid Paid Paid Paid Paid Account number: 3986776 Owner(s): METROPOLITAN PLUMBING INC Business start date: 10/0111998 1020 E 14 ST Business address: METROPOLITAN PLUMBING INC HIALEAH,FL 33010 1020 E 14 ST Mailing address: METROPOLITAN PLUMBING INC HIALEAH,FL 33010 MIGUEL GUIARDINU PRES Physical business location: HIALEAH 1020 E 14 ST HIALEAH,FL 33010 93' Print account application (PDF) Receipts And Occupations Receipt 4160834 Paid 2014-09-23$45.00 Contracting 10/01/2014 NAICS code: Receipt#CHECK21-14-075763 p Print this PLUMBING —09/30/2015 23822 bill CONTRACTOR Units:5 Additional documentation required:CFC057152 State/County License or Certificate https://www.miamidade.county-taxes.com/public/business—tax/accounts/3986776?year--20... 9/30/2014 SNORES ,jiC.1932 y Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 OREs 0 Tel: (305) 795.2204 Fax: (305) 756.8972 INFORMATION FOR CABINETS OR ANY INTERIOR RENOVATIONS Permit application must be accompanied by: € 2 Sets of drawings showing details of the interior remodel. (Kitchen cabinets' elevation, location and lay out). If any partition wall will be demolished, please provide drawings for before and after appearance. € Electrical service has to be upgraded in altered area as per the 2007 FBC. It requires installation of carbomonoxide detectors as well as smoke detectors. Permit has to be applied by a license electrical contractor. € If any plumbing is being done, it is required to obtain a Plumbing Permit (i.e. changing or relocating fixtures, extending pipe lines, etc) € If owner is doing the job, owner must fill and notarize Owner Builders Disclosure form (This form must be signed and notarized in the building department only). € If the job is more than $2,500.00 is it required to file a notice of commencement (paperwork may be requested in the Building Department). This must be taken to the Miami-Dade Recorders Office and then brought back to the Building Department. Revised on 11/09/2009 MIAMI•DADE MIAMI—DARE COUNTY,FLORIDA MIN PRODUCT CONTROL SECTION DEPARTNIENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Strcct,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/development/ PGT Industries 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 PERA— Product Control Section to be used in Miami—Dade County and other areaswhere allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. Tire 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. PERA 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"FD-101"Outswing Aluminum French Door w/wo Sidelites--L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section renewal 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. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. C-DADECOUMSNOA No.12--0516.02 , Expiration Date: October 18,2017 Approval Date: August 30,2012 J� Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-1, titled Series"Alum. French Door& Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by 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 an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864,dated 04/02/12, signed and sealed by Marlin D.Brinson,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 outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5212,dated 05/05/07,signed and sealed by Carlos S.Rionda,P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-201 0, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller,P. E. (Submitted ttrtde)•previotis NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA), E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11, expiring on 05/21/16. Jaime D.Gascon .E. Product Control Section Supervisor NOA No. 12-4516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture,dated 05/14/12, signed and sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller,P. E. 3. Laboratory compliance letter for Test Report No. FTL-6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory,Inc. dated 05/05/07, signed and sealed by Carlos S.Rionda,P. E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/ wo Sidelites - L.M.I.", approved on 11/23/11 and expiring on 10/18/12. f �_._........... Jaime D.Gascon,P. E� Product Control Section Supervisor NOA No. 124516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-3 NOTES:OUTSWING IMPACT FRENCH DOORS)AND SIDE LITER RODUCT M1ENE\VED 1.GLAZING OPTIONS: 9unainoro ; 1(�.O pcapwwa A.318'LAMI NOM.L402")CONSISTING OF(1)LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXB<EEPSAFE MAXIMUM �,yyin8pn0xe /7 PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. -� B.3/8--L AMI NOM..402"CONSISTING OF(1)LITq OF 1/8•HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE epwMG oommi MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C.7/16'LAMI NOM.(.466')CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16'HEAT STRENGTHENED GLASS. D.7/16"LAMI NOM.(.466•)CONSISTING OF(1)LITE OF 3/1W HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE N MAXIMUM PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS. NOA DRAWING MAP H ®E.13/16'LAMI IG NOM.(.840")CONSISTING OF(1)LITE OF 3/18'TEMPERED GLASS,114'AIRSPACE,(1)LITE OF 1!8•HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS. TOPIC SHEET O p d 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. GENERAL NOTES............1 * ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13DD 04. CONFIGURATIONS...........1 o 3.CONFIGURATIONS:X,0,XX,XO,OX,MO OXX,OXO,AND OXXO. GLAZING DETAILS...........1 W 8 4.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 - ~ .- SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS....................3 W to J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 Wa F J W O HORIZ.SECTIONS...........6 S.SHUTTERS ARE NOT REQUIRED. Q 8.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST......................6 �O ♦- ) LL EXTRUSIONS................... 8,7 0. W 7.REFERENCES: ca ®TEST REPORTS F7L-4984,6212 88884;ELCO ULTRACON NOA:11.0406.01,12-0126.09;ANSVAFBPA NDS•2006 FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM ANCHORAGE....................8-10 W Oa. 0 DESIGN MANUAL. I- Z_ O 8.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY W W _ Z HURRICANE ZONE(HVHZ). - GLASS ABBREVIATIONS H 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS."HEAT-STRENGTHENED W p Z B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E•E,SHEET 6),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.-TEMPERED Q Z Z W TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT, Q LL O 93 93 ® 91 o lz 30 30 30 90 �� 73 1/2"GLASS BITE 73 112'GLASS BITE 7a 12"GLASS BITE T _ >� EXTEMOR EXTERIOR IE9a o 1$ a sa a sa 1/8"AN.OR 3116•AN.OR 1/4"AIRSPACE 3/18"HS. HS.GLASSHS.GLASS 3/18"HS. 3/16".HS, 3/18'TP.GLASS- GLASS .090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR \\ SAFLEXMEEPSAFE SAFLEX/KEEPSAFE .090 PVB INTERLAYER 1/8"HS.GLASS \ * 'Yj\J''�� MAXIMUM) MAXIMUM) (DUPONT BUTACITE) �„y'• 1 •'•�'�'�n _ 3!8"NOM. 7/16"NOM. 13116"NOM.LASS GLASS STACK GLASS STACK STK ;w 'm" o Z_y 4 �.� w4';O_zw 3/8"LAMI NOM. 7/16"LAMI NOM. 13/16"LAMI IG NOM. GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION_C_OR D.NOTE 1_ GLAZING OPTION E,NOTE 1 ,y'74'............. ...••.." I TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: eR°DUCrrtEnT^'-^ APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO • omlaroaa.=a .OZ (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITEep E PREVAILS) I.GLASS TYPES: parta N" 6-0 REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318"LAMI(1/8"A_090 PVB,3116"HS) BeI"I P0, DOORS WITH GLASS TYPES A,B,C,D OR E B.3/8'LAMI(1/8'HS,.090 PVB,3116"HS) C.7116"LAMI(3/16"A_090 PVB,3/16"HS) HEIGHT D.7/16"LAMI(3116'HS,.080 PVS,3116"HS) XXX XX WIDTH e-793/4" 7°-83 3/4" 87 314" 91 314" 8°-95 314" ®E.13/16'LAMI IG(3/16"TP,1/4'AIRSPACE,1/8"HS,.090 PVB,3116"HS) 0 0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. y O 3 371/2 g 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX OX/XO WIDTH=7 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A g I- MAX.OXO WIDTH=1091!2'It? 3 U 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX.xxo/oxx WIDTH=107 314" O y MAX.OXXO WIDTH-143314" a 361/8" +75.0 -75.0 +75.01-75.01+71.4 -71.4 +67.8 -67.6 +64.2 •64.2 o 36 314" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.61-66.61+63.1 53,1 3.SINGLE DOORS 33 518"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 84 1/8" W o WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC.NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. LU J r 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75-01 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. LU LU p C TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ON LY ® 6.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: � o 10 APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO Q - N EX.A FROM TABLE 1. J � p (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A 0 � S ~ REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30'WIDE x 80"HIGH SINGLE DOOR WITH 29'SIDE LITES DESIGN PRESSURE=+87.6/-67.6 PSF W (n Z Z GLASS TYPES A,B,C,D ORE w LU HEIGHT EX.B FROM TABLE 1. OXXO WITH GLASS TYPE A Q d C _ X WIDTH XX WIDTH 66-79 3/4" 7°-83 3/4" 87314" 913/4" 8°-95 3/4" Sr WIDE x 86'HIGH DOUBLE DOOR WITH 36 112"SIDE LITES cu Z LL 2° 251/2" q° 47 3/4" +58.8 -58.8 +55.4 -55.4 +52,41-52.4 +49.81-49.8 +47.4 -47.4 DESIGN PRESSURE-+70.41-70.4 PSF g Q N (9 d 8 fA Z LL 27 1/2" 5134' +54.9 -54.9 +51.8 -51.8 +49.0149.0 +46.5146.5 +44.3 -44.3 EX.C FROM TABLE 2. O o A Q OXO WITH GLASS TYPE C 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 43.8 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 28"SIDE LITES 26 311/2" 50 593/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 41.4 +39.3 -39.3 DESIGN PRESSURE-+43.6/-43.6 PSF ^ p 28 33 1/2" 54 63 314" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 39.3 +37.3 -37.3 EX.D FROM TABLE 2. +z7! OXXO WITH GLASS TYPE C 35 1/2" 673141 +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 35.6 63 314"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES W g DESIGN PRESSURE=+43.1/43.1 PSF n e 371/2" g° 713/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 34.0 O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITE$FROM TABLE 1,WHICH Si REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 0 10314" +75.01-75.0 +75.0 -75.0 +75.01-75.0 +75.0 -75.0 +75.0 •75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. a3�1 i �.��........ Nib% SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 57.8 +55.0 -55.0 +52.4 -52.4 _z:'y "' r o'•a 27314" +52.9 -52.9 +49.9 -49.9 +47.2 47.2 +44.7 -44.7 +42.6 -42.6 g'O=m 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34,4 -34.4 2oy•. ..•�c\ 36314- 1+3401-34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 �73112'MAX. 1091!2"MAX. --_ -1433/4"MAX.------ — prtonucr nprmwEo 38 314" 36 3/4'_ 36 314" 363/4" 36314, .+ dries pb�ids �—MAX. MAX. —J--SEE NOTE 3+�—MAX. MAX.��- __.—SEE NOTE 3 t"—MAX. lll nui 9xplwl nnowl� 49 49 41 o+bnaweepro ua�con 1 49 `2 0 MAX. 10 10 Of 6 o /E� JE E� lE Ef lE Er JE Er JE 1 0 0 1 X 1 1 0 0 1 X AC. X INACI t O y 0 8 0 F <n LL SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W It j�O OX OR XO OXO OXXO 41 "' z O F —71314"MAX. 3 _MAX. _ Z 37 10 24 9118"MAX. 33 518"MAX. U W 1n U MAX. DLO(TYP) DLO(TYP.) G Z O A--_ _.- --- A— B 7l N 1- LL 95 3/4" 49 MAX. 49 41 IG Q N J J LL HT. In 10 W TYP. 95 314 Q MAX. TOLD � 1� � (TYP.) 8a 3/Bx MAX. DLO (TYP.) DOOR DLO HEIGHT -HEIGHT-1113/8" °a �• DLOWIDTH'X' =DOOR WIDTH-1215118" o� mP')D1 1D CI IC F r �F DLO WIDTH%V=DOOR WIDTH12-11 5/16" X J L SIDE LITE _X AC X INACT J f 0 DLO HEIGHT=HEIGHT-11 3/8" 0 �Ji�i,. iv, DLO WIDTH =WIDTH-3118' 7C AB X XX B O 41 ,z y r e:Q NOTES: 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. _�'•u r 4 r O y W 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3.SIDE LITES OVERLAP W AND'XX'DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO''XXO','OXX'AND'OXXO'CONFIGURATIONS. ��os;•. Gj�:£` 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). 'i�f4.y'•. ''CF�•` < 5.CLEAR OPENING FOR'X'AND'XX DOORS AS FOLLOWS:('X'DOORS=WIDTH-5.646) ('XX'DOOR=DOOR WIDTH/2-4.079) WCD 3 PRODUL 40 omla+.e��! Ac EXTERIOR INTERIOR exWN� O ' Mieml Dale Proauc�Ca.W 10 1 2 60 ® r p 37 60 AT HEAD/JAMB co O Q 65 AT SILUJAMB b 0O CLEAR-COLORED_ D7 loo EXTERIOR INTERIOR SEALANT LU 62 Z J _O w J~ ® 63 Co IL U o6 y O d �o Z O v _ orifi O O ~ p H2 MAX. MAX. MAX. SIDE - g2 Q � W DLO DOOR HEIGHT DLO LITE HEIGHT p ¢a1 d �X SL VIEW G-G �s 30 81 CORNER ASSEMBLY 402� 1.48914 h.= o -�• 1'w4.AMP, C/ DOOR SECT.A-A SL SECT.B-B 'Yi.' z o VERTICAL VERTICAL C4 /11 49 ooucracr�wen MrT wanshe Piwid• r ---MAX.XX'WIDTH— - � o namn�ae -_ A�„•ro�i_. o51b.0 le��r ��,.f. Mi be P�odwl Om, • o Oppp Q �MAX,� MAX. OIL O S O DLo XX'SECT.C-C DLO 31 w $o 35 36 34 44 HORIZ, 46 45 5 32 � r -- MAX.'X'WIDTH 29 V_1 Wp O � <L co .61O w o O 2W = $Z O • — — INTERIOR U W N U J Z Z� Z LU of C�N LL O N 'X'SECT.D-D aQ _ a 46 21 5 HORIZ. 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Miami DadeP cCanmd Q Q Q Q m QO `Q i X z z XX z i 0 i z XO OR OX i" _ A -=ADDITIONAL JAMB Y N Q N N N N N N N N AN LOCATION, m m m 000� m m m m EQUALLY SPACED AS /n REQUIRED PER TABLES s� 37 ON SHEET 9. O 9 0 w #8 LU � LU L'C~I L__ SILL ~ I SILL � LII 2® ZONEZONED' ZONED" ® ~20NEE" ZONE'D" 20NEE'~ Z y LL SEE TABLE SEE TABLE 4.,SHT,9 SEE TABLE 6.SHT.9 SEE TABLE 6.,SHT.9 Z O_ ab O HEAD HEAD HEAD HEAD HEAD Q K Go rHEAD HEAD HEAD ZONE HEAD ZONE ZONE ZONE ZONE EXAMPLE Q 03 4QU7 "E' ZONE"F"� ,E„ 1 rZONE"D'�ZONE'F"� ,E, r ,E, ti ZONE"F"� HEAD ZONE"F"� ,E„ 1 ANCHORAGE SOLUTION w O w F FOR A CONCRETE a w U z OXXO INSTALLATION cgi o - w _ A.19"x833/4"SIDELITES"B"AND a%N lo Q Ip 'E"ZONE ANCHORS FROM yy d O S yj O w w w w w w TABLE 7,SHEET 9. $ Q N O LL Q C li '6N OXO o /XX0 0 X o o /wmx o 4 N N N N N PLUS; Q m m m m m B.713/4"x83 314"XX DOOR ZONE "F"ANCHORS FROM TABLE 4, g SHEET 9,EACH"F"ZONE. g AR A SEE ENCIRCLED VALUES,SHEET 9 SOLUTION: god TOTALS(4)TYPE 1 OR 2 ANCHORS �SILL SILL SILL SILL SILL I SILL II ILL SILL I SILL I Slut: I EACH JAMB AND 2+8+6+2=(14) ZONE� 4ZONE� + SL FZONE� + —{-ZONE-{ TYPE 10R2ANCHORS AT HEAD ZONE"F" .E" ZONE"D" ZONE"F" ,E, ® ,E„ ZONE"F" ZONE"F" .E" AND AT SILL. SEE TABLE 7.,SHT.9 SEE TABLE 7.,SHT.9 SEE TABLE 7,SHT.9 * 213 EXAMPLE OF ANCHORAGE FOR A 71 3l4"x83 374.70('DOOR •=ANCHOR LOCATION FOR ......• N��' WITH 19"x 83 314"SIDE LITE$(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE �`.`,�:' c('••,'LVj;u NOTES: 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.N12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS 3"MIN.O.C.FOR CONCRETE):SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. =r'•., z° �^``•�-33 JAMBS(ALL):13114"MAX.FROM CORNERS AND 231/8"MAX.O.C. �2o'•. HEAD 8 SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C. 'i ti1,y�• •''t��i�` HEAD 8 SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 3/4"MAX.O.C. 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. TABLE 3.X DOORS ® TABLE 4.XX DOORS e TABLE 6.0 SIDE LITE® TABLE 6.XO&OX ® TABLE 7.0X0,XXO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX) &OXXO ® 1.1/4"ELCO TAPCONS PRODUCT RENEWED GLASS TYPES A,R C,D.E GLASS TYPES A.B,C,D.E GLASS TYPES A,B,C.D.E GLASS TYPES A,B,C,D.E GLASS TYPES A.B.C,D,E ATYPEce p N��16n FbriM /- 88 Sl18STRAANCHOR TE 2.3.WOOD 1.2,CONC &SUBANCHSTRATE 2,3,WOOD 1 2.CONC ANCHOR�TRATE 2,3.WOOD 1.2,CONC 8 SUBSTRATE 2 3 WOOD 1,2,CONC &SUBSTRATE 2,3.WOOD 1,2,CONC 2 MASONRY ANCHORS FLEX bn D .-- ANCHOR TYPE ...__ ANCHOR POOR WIDTHS LOADZONES DOOR WIDTHS LOAD NES V110THIS D ZDNES COORYYVTHS LOADZONES DOOR WIDTHS LOAD ZONES "X'-25.50 2 2. "XX"-47.75 "O"-10.75 "X'-25.50 7P-26.50 3.#12SCREWS(G5) &ikxlDde r,,a,xl Con I TO 37. TO 71.7 TO 36.7 �' 7' TO 37.5 TO 37. 4 4 4.ENCIRCLED ANCHOR W W h W w "XX"-47.76 N QUANTITIES IN TABLES 4 p rA xw1 ,� TO 71.76 H AND 7 PERTAIN TO THE co EXAMPLE ANCHORAGE 3 p U SIDE m 4 a SIDE a SOLUTION ON SHEET 8. 0 a 4 LITE Y' LRE y co n. WIDTH x HT. x x ^K x x 3 WIDTH x HT. < W t WIDTH x HT, o O o O WIDTH z HT. o O X X O O,c>< WIDTH x LR. o o �i o 0 11 25.60 x 79.76 6 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.7 ♦ 7 4 1 10.75x79.7 4 2 4 2 10.76 x 79.76 4 2 4 2 € 0p p 83.7 6 2 7 4 2 3 83.7 5 4 7 4 2 3 83.75 ♦ i ♦ 1 83.7 4 2 € 4 2 83.75 4 2 4 2 & Lll $$o 87.75 5 2 7 4 2 3 9'7.7 5 4 7 4 2 3 87.75 4 1 4 1 87.7 4 2 K 4 2 87.75 4 2 p 4 2 y€ LU LU J E 91.75 5 2 7 4 2 3 91.7 6 4 7 4 2 3 91.7614 1 4 1 91.7 A 2 $ 4 2 91.7 4 2 '3 4 2 3 W Z W 95.75 8 2 7 4 2 3 95.76 5 4 7 4 2 3 95.7 4 1 ♦ 1 95.75 4 2 y 4 2 rc 96.75 4T2 p 4 2 N p 0 27.60 x 79.75 6 2 7 4 2 3 51.75 x 79.76 6 4 7 4 2 3 12.76 x 79.75 4 2 4 2 12.76 x 79.7 4 2 4 2 ,4 12.75 x 79.75 4 2 bGG 4 2 0 in LL 83.75 5 2 7 4 2 9 83.7 6 4 7 4 2 3 83. 4 2 4 2 83.7 4 2 'f ♦ 2 83.75 4 2 4 2 RJ Tn a0 ^a 0 87.76 6 2 7 4 2 3 87.7 5 4 7 4 2 3 87.7 4 2 4 2 87.7 4 2 m 4 2 m 87.7 4 2 < 4 2 Q J 91.7 6 2 7 4 2 6 81.76 6 4 7 4 2 3 87.76 4 2 4 2 91.76:'♦ 2 f 4 2 H 91.76 4 2 &Y+ 1 2 O Hn 96.7 8 2 7 4 2 5 95.76 6 4 7 4 3 6 96.76 4 2 4 2 95.7 4 2 { 2 95.76 { 2 S 4 2 S 0 F p Z 29.60 x 78.7 5 2 8 4 2 3 55.75 x 79.76 6 / 7 4 2 3 18.00 x 79.75 4 2 4 2 19.00 x 79.7 4 3 1 2 LL 18.00 X79.75 4 3 < W 2 S 83.75 5 2 8 4 2 3 83.7 b 4 7 4 2 3 83.76 4 t24 2 - 89.76 4 3 4 2 83.7 4 3 00 4 2 p = Z LLJ 87.76 8 2 8 4 2 5 87.7 5 4 7 4 2 3 87.76 1 2 87.76 4 3 { 2 87.75 / 3 p 4 2 p Q LJ9176 891.7 6 4 7 4 3 5 81.75 4 2 91.75 4 3 4 2 91.764N O96.7 6 2 8 4 2 6 95.7 6 4 8 4 3 6 96.75 4 2 86.76 4 3 4 2 86.76 4 3 0 -L-L = 31.50 x 79.76 5 2 8 4 2 3 68.75x79.7 6 5 8 4 2 3 21.76 x 79.76 4 2 4 2 21.75 x 79.7 4 3 O 4 2 O 21.75 x 79.76 4 9 19 4 2 w ° a N Z 7 LL 83.76 8 2 8 4 2 5 83.7 b 6 8 4 2 3 83.7 4 2 4 2 63.7 4 3 = 4 2 = 83.76 A 3 S 4 2 2 87.76 6 2 6 4 2 5 87.7 6 5 8 4 3 5 87.7 4 2 4 2 87.7 4 3 A 2 w 87.75 4 3 d 4 2 rcd 91.7 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 81.75.1.1 5 4 2 5 91.76 5 3 p 4 2 p 96.7 7 2 10 4 2 6 95.7 6 5 6 4 3 5 95.75 5 2 4 2 -.1.1 IB ±.1 9L 96.7 5 3 'A 4 2 33.50 x 78.7 6 3 8 4 3 3 63.76 x 79.75 5 5 8 4 2 3 27.75 x 79.75 6 2 4 2 27.75 x 79.7 5 3 3 4 2 27.75x78.7 5 3 1 2 83.76 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.76 5 2 4 2 83.75 b 3 = 4 2 z 83.75 5 3 87.75 B 3 8 4 3 5 87.75 8 5 8 4 3 5 87.7 b 2 4 2 87.7 5.1 3 4 2 87.7W. 3 C 4 2 p 91.7 7 3 10 4 3 5 91.7 6 5 8 4 3 6 91.76 8 2 4 2 91.75 6 3 w 4 J w 91.7 4 9 i ° 96.7 7 3 10 4 3 5 85.7 7 8 10 4 3 5 86.76 B 2 4 T 95.75 8 3 ` 4 3 < 96.7 4 3 oY 36.60 x 79.76 6 3V4 � 67.75 x 79.7 6 5 8 4 3 6 36.13 x 79.76 8 3 4 3 36.13 x78.76 6 4 I- 4 3 36.13 x 79.76 8 4 4 3 69.76 8 3 83.75 8 5 8 4 9 6 83.76 6 3 4 9 BS.75 8 4 4 3 83.75 8 4 ` 4 3 87.76 8 3 87.76 8 5 8 4 3 5 87.75 7 3 4 3 87.75 ¢ 4 3 �& 87.76 7 611/81.75 7 3 91.76 7 8 10 4 35 91.76 7 3 4 3 91.7 7 b p 4 3 7 695.7 7 3 96.7 7 6 10 4 3 5 85.75 7 3 4 3 85.75 7 5 i 4 9 Ztj 7 5 4 3 V 37.60 x 79.7 8 3 8 4 3 b 71.75x79.7 8 5 8 4 3 6 38.75 x 79.76 8 3 4 3 36.75 x 79.75 6 4 q 4 3 ` 8 4 483.7 6 3 8 4 3 5 8376 6 5 9 4 3 6 83.76 6 3 4 3 83.7 6 4 4 3 = 6 4 4 3 L`B _ z4L ° Q87.75 7 3 10 4 3 5 87.76 6 5 9 4 3 5 87.75 7 3 4 3 87.7 7 5 4 3 7 5 m 4 391.76 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.7 7 6 y 4 3 WW 7 6 4 3 = '/y' 4e)95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 4 7 7 5 4 3 �i�'S.(,yti;*....••P�L��; 1111il1111111 1 S/4" 1 314" 13/4' 13/4"MIN.E.O. 2X WOOD 1. �1 2X WOOD 3.4 KSI MIN.CONIC. L•� "� BUCK,NOTE 2 3A KSI MIN.CONIC. MIN E.D_. E;D. I� BUCK,NOTE 2 \ ,.MIN;Es1) :, _---.---A .....'. .3-. + 1X WOOD BUCK,NOTE 2 :.._,.;:; .. PRODUCT RENEWED I {... � 1318"TYPE1 1— 1X WOOD ..r•s `..,,• . 1318°TYPE 1 .i.;..'.. r.. •.::[i DIYW Mih lha Wwl4B s .......s.-y!, ,....�. ,,S.s•p.l'.,� 1314"TYPE 2 ,,.p, +: 'r:•. 1 3l4"TYPE 2 Wiffn MIN.1 3/8" BUCK.NOTE 2 .: i ''` •:. •. aimifir. ��_�MIN. _ gy�.lrL.t3..•.?. - 1/4"MAX. —..� 1/4"MAX . nuwm oeee Psmuncbnndl SHIM 1/4"MAX. 1/4"MAX. SHIM WOOD EXT. SHIM SHIM EXT ANCHOR CONIC. EXT. WOOD EXT. ANCHOR N TYPE 20R3 _ ANCHOR - O ANCHOR NOTE1 Y NOTE 1 NOTE 1 _ TYPE 2 OR 3, rO � 1 114"TYPE 1 OR 2(CMU) 17P NOTE i ---- - U DOOR HEAD(WOOD) DOOR HEAD(CONC)-13/6"TYPE 1(GONG) O o Q 1 3/B' 1 3/4"TYPE2(CONIC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(GONG) &o MIN. 114"MAX. yl -- 1 1/4"TYPE 1 OR 2 CMU 7l4"MAX.SHIM -� (CMU) K O SHIM 114"MAX.SHIM 1/4'MAX.SHIM 1 3/8"MIN. 1318"TYPE 1(GONG) {q o OT .1 3l4'MIN.E.D. 'it�::;; 1 314'TYPE 2(CONC) W WOOD �_ CONIC.- - ••.•1 IN. H ANCHOR , -�r,'.;,MIN.E.D. -1T- ON CONIC `"1�;�;: ANCHOR ; STAGGERED ANCHOR .-•'" NOTE 1 •r r, UJ LL • + r X1.5 KSI MIN.CMU OR Z (q LL .; CENTERS, ON 1� A. WOOD TYPE STAGGERED ANCHOR 3.4 KSI MIN.CONIC. 0: O 2 OR 3, CENTERS, `';"-'�.� TYPE "•i,.13/4"MIN.E.D. J O o 13/4'MIN.E.D. NOTE 1 NOTE 1 ,�..^,: y 2 0R 3, ':'�^. Z Q p y 2X WOOD EXT. 1X WOOD BUCK, —L 2X WOOD EXT NOTE 1 Q p F 1.6 KSI MIN.CMU OR BUCK,NOTE 2 NOTE 2 3.4 KSI MIN.CONC. BUCK,NOTE 2 1 X WOOD BUCK,NOTE 2 •'•EXT. U W p = Z DOOR JAMB(WOOD) DOOR JAMB(GONG) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) z� 0 w WOOD ANCHOR TYPE 2 CONIC.ANCHOR, *..UCI PE 2 OR 3 NOTE 1 OR 3,NOTE 1 NOTE 1 0;' O LL C-GONG.ANCHOR NOTE 1 /\V1X WOOD EXT. BUCK,NOTE 2EEXT. NOTE3 Z/4'MAX. tl4"MAX. 1/4"MAX. 114"MAX. O QHIM � Eli SHIM SHIMMIN ! r13/8"TYPE 1 1 3/8MIN.1314'TYPE 2 3/8"TYPE 1 3.4 KSI MIN. 7" ' ' �'•'{3I4"TYPE24• 1I " . •, ^ e •MIN.E.D.~- 3.4 KSI MIN.CONIC. 2X WOOD BUCK,NOTE 2 CONIC. t--"13/4 DOOR SILL(WOOD) DOOR SILL(CONC) SIDE LITE SILL(WOOD) MIN.E.D. T n� SIDE LITE SILL(CONC) ! NOTES: _-- 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED ELCO 1/4"TAPCONS EMBEDDED 13/9'MIN.(TYPE 1)OR 1/4'SS4 ��1t 112l3ssrss' CRETE-FLEX EMBEDDED 1 3/4"MIN.(TYPE 2).THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4-.FOR WOOD INSTALLATIONS USE ........., N12 SCREWS,GS(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1318.MIN.(TYPE 2). \4; 7i 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 V2"THICK.ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE _ ;y >o o•.Q AUTHORITY HAVING JURISDICTION(AHJ). -_ :z <a:Z:: 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) i ";'o\ MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS W WOOD,30N FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. yOy'•.,• .��\ M AM MIAMI-DADE COUNTY,FLORIDA �MAMPRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26`"Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NQA) www.miamid de. ov 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 PERA -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. PERA 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"HR-710"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets I through 11 of I1, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, 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, city, state, model/series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. PH MFDADECOUNTY �(�1'3 NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16 2012 PP ry Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 0 7-081S.09) 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,Type"C"sliding window, Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL,4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,Type"C"sliding window, Grade 10, per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA No. 06--0405.06) Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as has Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007,dated 06/29/2011, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 0 7-081S.09) Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL--4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window — L.M.l.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-3 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A.5/18"LAMI CONSISTING OF(2)LITES OF IN'ANNEALED GLASS WITH A.080 DUPONT BUTACTTE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. S.516'LAMI CONSISTING OF(1)LITE OF UB'ANNEALED GLASS AND(1)LITE OF 1R"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFUEXIKEEPSAFE MAXIMUM PVB INTERLAYER C.511W LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH AN.080 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER D.7H6'LAMI CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH AN.080 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER E.718"LAMI CONSISTING OF(1)LITE OF MW ANNEALED GLASS AND(1)LITE OF 3118'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F.7/16'LAMI CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS WITH AN.000 DUPONT BUTACITE GR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1 GLAZING DETAILS............2 G.13/16"LAMI IG:(1)LITE OF 1/8'OR 3118"ANNEALED(MIN.)GLASS,5/18"OR 3/8'AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .080 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIO14S.....................4 VERT.SECTIONS.............5 H.13118'LAM]IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,511W OR 3/8"AIR SPACE AND 5118'LAM/CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............5 OF 1/8'HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST.......................8 EXTRUSIONS....................7 I.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16'ANNEALED(MIN.)GLASS,5118"OR 318"AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118'HEAT STRENGTHENED GLASS CORNER DETAIL..............5 WITH AN.080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE••••••••••••.•....•.8.11 J.13/18"LAMI IG:(1)LITE OF Ile"OR 311W ANNEALED(MIN.).GLASS,3118"OR 1/4"AR SPACE AND 7/1W LAMI CONSISTING OF(2)UTES OF 3118'ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K.13/16'LAMI IG:(1)LITE OF 1/B'OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1H"AR SPACE AND 71W LAMI CONSISTING OF(1)LITE OF 311W ANNEALED GLASS AND(1)LITE OF 3/18'HEAT STRENGTHENED GLASS WITH AN.09D DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER L.13/76"LAMI IG:(1)LITE OF 118-OR 3/18"ANNEALED(MIN.)GLASS,3118"OR 1/4"AIR SPACE AND 7116'LAMI CONSISTING OF(2)UTES OF 3/18"NEAT STRENGTHENED GLASS WITH AN.OBI DUPONT SUTAC]TE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2.CONFIGURATIONS:OX,XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130002. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02, 4.ANCHORAGE:THE 331/3'%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED aY h 6r FIM& 5.SHUTTERS ARE NOT REQUIRED. a-mA & 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7,REFERENCES:TEST REPORTS FTL48W,FTL4859 AND ITL-6330, ELCO TEXTRON NCA:04-0721.01,03-0225.05 ANSUAFBPA NDS-2005 FOR WOOD CONSTRUCTION 1 I I I I l ADM-2005 ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). * N.,56705 8.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. - OL 4 6z Jl 16M1lIf E FBC 201000'DE CW40E 5T OF Imo recnNaoor oruvE GENERAL NOTES 'O FLomoP•''•f�2` J.R NXW1 D ADDED K/D4P ro6E 7EMP6dED Np�TNOTE NptouS.vl a�a'/6 ALUM.HORIZONTAL ROLLERWWDOW IMPACT �SS/ONAN-��` FA: Mia417 c AOD FR-0718 TTl NDTE$7f G71Q M27Ea TD CUAFFNTEDlr. P.0.Bpx 16aY /III 111 p\ FK 21806 Jr. 8Q= wxoMs.r�a4lra WdAb'B.n.. . NTS 1 .11 --4127.10 wLYIa1Ul4"hR VE E v.0 sale i 21 so 21 50 53 12"NOM. 55 1/Y NOM. a EXTERIOR INTERIOR GLASS BRE GLASS SITE (ALL SECTIONS) 51 60,81,62 51 63,64,65 1/8"ANNEALED OR HEAT STRENGTHENED GLASS WIT ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUT7A OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 31W ANNEALED OR HEAT STRENGTHENED GLASS 5/18'NOM. 4h 7118'LAMINATED 5/16"LAMINATED GLASS 7/18'LAMINATED GLASS 21W+H 21 50 M.59BITE 59 GLASS BITE 5252,68,69,70,71 72,73,74,75,78,77rR°D CT RBV 311D :;N NEALED OR HEAT STRENGTHENED GLASS 3N8'ANNEALED OR HEAT STRENGTHENED GLASS mw No .090 SOLUTIA OR DUPONT PVB INTERLAYER .000 SOLUTIA OR DUPONT PVS INTERLAYER I WI (� 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 6/18"LAMINATED 7/18'LAMINATED M D"EaAo ueh 5/18"OR 318"AIR SPACE 3/18'OR 1/4"AIR SPACE 1/8"OR 3/18'ANNEALED OR TEMPERED GLASS,& 118'a 3118'ANNEALED OR TEMPERED GLASS Qp 13/18"NOM. 13118"NOM. t I 1 I l 13116"LAW IG GLASS W/5/16"LAMI 13/18"LAMI IG GLASS W/7/16"LAMI OPV LYNN ,p 2*: p1p.58705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR OUANTRY TO REMAN UNCHANGED. _ - u/' JJ f 1C117/11 I E NOCHANOETMB8IEET ta]a1ECHlOLOGvp"NE� TGl.AZlNGDETAILS '�O,o'•.,FLOR7°?..•C�\?: JR QQD11 D K1c M-8-HT&MPERED woFTNDTE. NouOwE rLwm SUM HORIZONTAL ROLLERWINDOW,IMPACT %�SSIONAL� \ FK 4(881 C NO I:fMNOETlR8811EET PD.Egz t69B _ fillI'1'' ''1111I\t NOKOMIB,0.3�i0 1Zi14f Betas �.LYNNI�LRIEP.P.E FK MW JJ. maw NRl10 FU11 ? +11 ~4127-10 E P.E.e EBm6 TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 38 318" 48" 60 6/8" 64" 60" 63" 84" A,B,G,H +80.0 60.0 +80.0 60.0 +80.0 60.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 60.0 98" A,B,G,H +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 -60.0 +60.0 -60.D +60.0 -60.0 +58.8 58.8 +56.2 58.2 106 „ FOR INSTALLATION IN A,B,G,H +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +80.0 -60.0 +55.2 55.2 +52.3 -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +54.6 54.6 +51.7 51.7 FT GLASS TYPES G- L SHALL HAVE A 111" A.B.. H +80.0 60.0 +60.0 60.0 +6D.0 60.0 +60.0 -60.0 +60.0 60.0 +59.5 69.5 +53.6 63.6 +50.9 60.9 TEMPERED I.G.GLASS UP TO 111" CAP.BOTH THE DP C,I1 +60,0 60.0 AND ANCHOR UP 70111" D,E,F, QUANTITY REMAIN J K L +75.0 -75.0 UNCHANGED. TABLE 2. XOX(113,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 83" TO 86 7116" A'B'C' G,H,I +60.0 60.0 TO 967/16" D,E,F, LK +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 38" 38 3/8" 48" 606/8-- 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 86" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 rM 0 72' A,8,G,H +75.0 .75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +89.8 69.6 +85,2 65.2 NcoDucruEvlseD 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +88.1 68.1 +63,8 63,8 .�,Wrmawiu,w"RmIG coN C,D,E,F, A-P-N, UP TO 74" +75.0 -75.0 I J,K,L GLASS TYPES:TEST REPORT FTL-4858()QDX),FTL-4659(OX&XD)AND FTL-5330 Miura A.5/16"LAMI-(1/8"A,.090,1/8"A) G.13/16"LAM]IG-118"OR 3/16"A(MN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(116"A,.090,1/8"A) B.5/16"LAMI-(1/8"A..090,1/8"HS) H.13/16"LAMI IG-118"OR 3/16"A(MIN.),5/18"OR 318"AIR SPACE,5/16"LAMI-(1/8"A,.080,1/8'HS) C.5/18"LAMI-(1/8"HS,.090,1/8-HS) I. 13116"LAMI IG-118'OR 3176"A(MIN.),5116"OR 3/8"AIRSPACE,5116"LAMI-(1/8"HS,.080,1/8"HS) `.��,to?�cEr+se'•��: D.7/16"LAMI-(3116"A,.090,3/16"Aj J.13/16"LAMI K;-1/8"OR 3/16"A(MN.),3178"OR 1/4"SPACE,7/18"LAMI-(3/16"A,.090,3/16"A) P; •'.4c E.7/16"LAMI-(3/16'A..090,3116"HS) K.13/16"LAMI IG-118"OR 3/16"A(MIN.),3/18"OR 114"SPACE,7/16"LAMI-(3118"A,.090,3/16"HS) _* No.SgToS F.7/16"LAMI-(3/16"HS,.090,3116"HS) L 13116"LAMI IG-118"OR 3116"A(MIN.),3/16"OR 1/4'SPACE,7/18"LAMI-(3/16"HS,.090,3/1(rHS) JJ. 10/17/11 E NOCNINQETHB 6/ffT °�� "0'•:41• /'1 1•� r2lV` DESIGN PRESSURES �'p'., gTA7E OF \ lit WWI D ADDED b CAP 708E TEMPERED •JG�TN07E. ,OI��NaDG��rvE � '•D.C` FLOR\�p:•'aC!'�� FK 411MY C ADDINTEORALFWOPIMALPMTEAB/ME1Jg6020PI P.O.egx,a� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT /ONAL-��"\ q;,,,e NO,(OMIB,FL3121� V4/A5'BIIDn Aa",Y" 7 0�1a- E ALV��,b.E. F.K Yf61M JJ. S"1SD0 NP7f0 NTS 9 a 1/ 4127-10mm 273W 27318" 27318" MAX.DLO 54 511W MAX.DLO FIXED MAX.DLO MAX DLO VENT _ VENT FIXED 17 D D B B B B i 110"MAX.WIDTH I.F.FRAME +j� '� 85 711W MAX.WIDTH I.F.FRAME—� 111"MAX.WIDTH FLANGE FRAME �—W 711W MAX.MOTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/31/3-1/3) NOTE: 330/18"MAX 33 9/18"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, DLO FIXED C DLO VENT 63.MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL q I A FRAME ALL 15 573/8, I rte" CONING. MAX. MAX DLO ALL / I DLO ALL —_=5 I.F.FRAME PRODUCTR8V1S11D FIXED / / VENTS 62 MAX. otYbi"iw W°=1wN' LITES O I X I.F.FRAMALL CONFIG. MI 1 13 FLANGE FRAME ��NV t.YNN 41;, II 73'MAX.WIDTH I.F.FRAME� �`•l O•'`AGENSF'•.F'P��'� IFF VIEW D-D •. 74"MAX.WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) *� No.58T05 DETAIL A-OX OR XO = *.,1_: _ Jl f0'Vil E NOGpNGE THIP SHEET toTO TECNMXo6v DNNE ELEVATIONS J.R. 6QQH1 D NDddIYOE7NI88H�T NONOMB,vLJ1Z)6 'n•'•.FLOR10?:•''(2�` rat u1a417 c P.o.egz,m! ALUM.HORIZONTAL ROLLER WINDOW WPACT '�SS/pNA1 Ea` F.K. 22805 JJ II2S•9B w,caas.nwr� Fir W.6b B— ROLLER NTS < r 11 l..w~1127-10 ALv iLLEItAP.E. E P.EJsems INTERIOR 37 32 35 22 39 1 Y4 p Q 16 2 EXTERIOR INTERIOR 13 21 MAX.VENT DLO MAX.FU(ED DLO MAX. DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) HEIGHT INTERIOR 17 35 "mm. FLANGE FRAME MAX VENT DLO MAX. FIXED DLO 22 MAX.FIXED DLO�� ----4W43 MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 6 22 21 41 22 PRODUCE RRVLM 2 -"1,I.Rwm#.Fl w. 12 6 iw Wi%C h 7 24 EXTERIOR INTERIOR ^L°0q'°0'MD 4 jG26 12 (pp 7 21 M-iDee. a EXTERIOR INTERIOR 10 \\OHV LYNN Af/��O 10 SECTION C-C 42 SILL HEAD =*' No.58705 (VERTICAL SECTION,FLANGE FRAME) (VERTIC) N,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) TA F Of W L. 16^+7llf E NO LMIANDE 7HIB SHEET �`�` :� STA EO \om n:cNNOLoovom.e� SECTIONS p A` JJZ NAM+ D NO CMVM TW 9IK}7 NONo+rs.Rel2ie BALUM.HOR/ZONTALROLLERWINDOW,IMPACT N F.K I/1607 C ADOIREORAL RN "FUS 41.42 AND VIEH9. PA.egzlsxe �� _ yyy q(OM19,F— T%ll�j'B " A LYMI IRllFI�P.E F.K. YJS•OS JJ. Y19AY lYt710 Hep 6 •11 r417l-10 E PEl gems ITEM DWGI REVI DESCRIPTION MAIL PGIw II'0N DWGI RLN DESCRIPTION MATRWHS) PGD! 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 GLASS 13/16'LAMI IGIB"A MIN. 3/8"AIR SPA 5/16-LAMI 1B'A /8"A 2 4025 SASH STOP(STD.)ANTI UFT CUP 6063-T5 AL 612244 67 113/16'LAMI IGI/8'A IN. 3/8"ATR SPA 5/16'L1MI1/8"A /8'HS 3 #8X3/4PH.PANHEAD 783gAA 68 13/16-LAMI IGI/8"A MIN. 31r AIR SPACE,5/16"LAMI 1/8'H31/8.115 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL 69 13/16•LAMI IG-3/16"A 1N. 5/16'AIR SPA 5/16'LAMI 1/8" 1/8"A 6 4136 FIANGEFRAMESILL 6063-T6 AL 64136 70 113116-LAMI IG3/16"A IN. 5/16-AIR SPA 5116'LAMI I/8" IB"H 7 4137 SILLADAPPOR 6063-T6 AL 64137 71 13/16"LAMI IG3/16"A IN. 5/16'AIR SPA 5(1&L1MI i/8" 1/8'HS D8 4131 ROILERTRACK 6063-T6 AL 6413172 13/16'LAMI IGI/S"A MIN. 1/4"AIRSPA 7/16'LAMI 16-A3/16'A10 71298 WEEP HOLE COVER POLYPROP. 71298 73 13/16•LAMI IGI/8"AMIN. 1/4"AIRSPAC 7116"LAM13/16'A3/16"12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 13/16•LAMI IGI/SA MIN. 1/4'AIR SPA 7116"IAMI3/16"H3/16"HS 13 4002 A FLANGE FRAME IAMB 6063-T6 AL 612225 75 13/16"IAMIIG3/16'A Y16-AIRSPACE,7/16-LAMI 3l16•A.090 3116A 14 4134 IGAsKET FOR MAIN FRAME SILL JOINT 74134W/K 76 13/16"IAMI IG3/16"A IN. 3116'AIR SPA 7/16'LAMI(3/16'A,.090 PVB,3/16"HS 15 1155 1#8 X 1.000 QUAD PN.SMS 781PQA 77 13/16"LAMI IG3116"A IN. 3/16"AIR SPA 7/16"LAMI 16"HS.090 3(16'HS 90 1014 SCREEN FRAME OR&VER 3105-H14 AL 16 4110 G ISCREENADAPToR 6063-T5 AL 641100 91 1630 SCREEN CORNER KEYW/RIN(S POLYPROP. 17 4054 B IFIXED MEETING RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNFRKEYW/OUT RINGS POLYPROP. 19 4066 WSTP..187 X.230 FIN SEAL 640660 93 1073 SCREEN SPRING ST.ST. 21 4105 ISASH TOP&BOTTOM RAIL 16063T.5A 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM Em PWC 22 1683 W STP.250 X 270 BA FIN SEAL61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD E M PVC 23 225.1 ROLLER HOUSING&GUIDE 42112HD 96 SCREW CLT 14 24 226 BRASS ROUPR WHEELS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE 44128N 32 4006 D SASHMFEI'INGRAIL 64006 2.71033 1235 WSTP-170 X 270 BACK,FIN SEAL67S16G 35 1096 SWEEP IATCH 71096 36 1016 #8 X.625 PH.FL SMS 7858 37 1 4126 1 ISASHSIDERAIL 6063-T5 AL 64126 282 38 1 1683 1 IWSTP.,IM X 270 RACK,FIN SEAL 616830 .002 39 7070 BULB WEATHERSTRIP.187 X275 67070K JI 40 LIFT RAIL COVER CAP 74FM-C'LORR 41 4139 LF.FRAMEHEAD 6063-T6 AL 64139 47 I.F.FRAME HEAD 42 4140 I.F.FRAME Slll. 6063-T6 AL 64140 #4139.6063,-TO 43 4141 GLAZING 6063.76 AL 64141 GLAZ 50 INOSII.ICO DOW 899,9"95 OR UIVAIENf 51 1224 VINYL GLAZING BEAD BULB HICK 6TP247W PRMICTREVISED 52 1225 VINYL GLAZING BEAD BULB 6TP2A8K2.784 ...A bho.Fwd. 53 4039 B GLAZING BEAD-5/16" 6063-T5 AL 640396 nxu No 54 4044 B GLAZINOBEA D-5/16"W/GRILL KIT 6063-T5AL 644703 .082 3.152l0�(# 53 4222 A GLAZING BEAD-7116" 6063-T5 AL 64222 71. 56 985 C GLAZING BEAD-7/16"W/ORiLL KIT 6063-T5 AL 6985 •082 59 4067 1 lGLkZINGBEAD-13/16' 6063-T5 AL 64067 60 GLASS,5/16"LAMI 1/8"A,.090 1/8"A 43 LF.FRAME JAMB 61 5/16"LAMI 1/8'A.090 PVB 118"HS #4141,6083-TB ��y LYNN 62 5/16"LAMI 1/8"HS,.090PVB,1/8"HS 63 7/16'LAMI 3/16"A_090 PVB,3/16"A 2.710 No.58705 6a v16'LAMI 3/16'A,.o90 ins'lls 42 I.F.FRAME SILL _ _ - 65 - 7716"fAMI 3/16"HS,.090 PVB,3/16"115 O #4140,800-T6 :: a '1 Lu- I.; 17 J.J. 10Mf/11 E NO fll41JDE TnM BHEET T D.y� Q STAT OF �/. AR 4'XYIi D ADDED TODU867YPES 10NOWo6Ne P T"'ARTS LIST ;�F•• FtomD?.''�� FJc 4n6o7 c ADD nE4as4/4aaa PD.egx im � LUUM.HORIZ PE ONTAL ROLLER WINDOW IMPACT SS/OI'N1A1111L111� FK T/18T16 J.J. $QMIB NpfOWD,FLW71 Vb1A1j B.dxr NR710 NTS ,B •11 P.w 4127-1B ALYN{I11{LEq, E v.Es tarot Imo-'1.513+1 .0e2 -+{ 1.187 3.62 I qq� 1F L .082 1 73 3 4 SASH STOP COVER O #4053.808&T5 i.22 O 2.710 I 2.710--- OFLANGE FRAME HEAD I -2.7a4� #4102A,0003•TB 80 FLAN�G�F�MB SILL O FRAME 317L ADAPTER r 1a� 2082 081 1.a1T 7 �C, 13 FLANGE FRAME JAMB —4-062-4-062 . �_�� #4002a eoe3-r5 .400 T- 0 SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4026,8083-T6 #4131,000378 #40548.8083ND-T6 002 2.78 082 2• O� 879 II I I � I � .078 .361#y 1.081 F^ .20T�1 1.080 WWW+�-� OSASH TOP 8 BOTTOM RAIL SASH MTG.RAIL SASH SIDE RAIL GLAZING BE�5/16" PRODUCT REVISED 21 32 37 53 8/66 I"�4. #4133,666376 O #4008D,8083HS-TB O #4128,000375 O #40306,6003-T5 �o Is wvu IM P I 050 .678 878 060 .060 .878 .060—�-' —I' .� I�' ,.oe5�— —T ,.�5+- -�T 1.115 I'--�-T T-1� �1 1.097 LYNN i O GLAZING BEAD,5/16- 58 GLAZING BEAD 7/18" O GLAZING BEAD,7118" O GLAZING BEAD,13/18' #448 #40117,0063-TS `��,oN•, Mq 04 ,606375 #4222&608375 #0860,6063-TS 58 #4007,00&} 1 75 \,\GEN '• q��i� (USED W/GRILL KIT) (USED W/GRILL KIT) *' N0.58705 J.1 1677/## E No 7NIa 8lEEr °�"' %�p• sC`� /(/�: 1010 TECHNOLOGY ONNi EXTRUSIONS JR YXY11 D NOCNANOE 7NI88NEE7 WKMIE.R31r16 �,�lSs•.••.."" �G�` cx 4naor c NDc#anraErNrsaHEEr P.aagxlm ALUM.HORIZONTAL ROLLERWINDOW,IMPACT L. FK. M8Q0 11 82300 NOK W.FL 0441( ,Z#66•Bomar NRr/0 FIeI/ 7 r11 v..r~1127-f0 tiE PNu�� rI�IllEry v.E. E P.E4 bl105 ANCHOR QUANTITIES,XOX 114.112-1/4)WINDOWS TABLE4 NOTES: GLASS TYPES A,B.C.G,Ki GLASS TYPES D.E,F,J,K,L 2,3 WOOD 2,CONIC 1,CONC 2,3,WOOD 2.CONIC t,CONIC 1.ANCHOR TYPES: ANCHOR TYPE 1-114"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX 3-M72 STEEL SCREWS(G5) &SUBSTRATE 20NES S ZO NES -2t-W6 ZONES y w y w w 2.GLASS TYPES: WINDOWSIZE HEAD 6 SILL HEAD 6 SILL -...L m HEAD&SILL f0 HEAD 6 SILL HEAD 8 SILL A.5/78'LAMI-(lir A,.0I0,1/8"A) FOR INSTALLATION IN THE HVMZ ABOVE 30 V i t ( ) FT,GLASS TYPE9 G-L SHALLHAVE A N -, B.5/18'LAMI-t/8"A,.080,1/I'HS 53,125 x 38.375 1+C2+1+C2N 2 7+C2+7+C2+1 2 1+C2N+C2+1 2 1+C2+1+C2+1 2 1+C2+1+ C.8118"LAMI-(118"HS,.000,1/8"HS) TEMPERED I.G.GLASS CAP.IN UN THE G AND C2+1 2 1•C2.7*C2+1 2 D.7/18"LAMI-(3N6"A.080,3/18'A) ANCHOR QUANTITY REMAIN UNCHANGED. 4&OW 1+C2.1.C2N 9 1+C2+7+C2+1 9 1+C2+1+C2+1 31+C2N+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 E.7116-LAMI-(3118-A,.080,3H8"HS) 60.826 7+C2N+C2+.1 3 1+C2+1+C2+1 3 1+C2+7+C2a1 3 1+C2N+C2N 3 1+C2+1rC2+1 3 HC2+1*C2+1 3 F.711V LAMI-(3118'HS,.000,3110'HS) G.13/18"LAM:IG-1/8'OR 3/18'A(MIN.),5/18'OR 3G"SPACE,6118'LAMI-(VI"0..080,1/8"A) 54.000 7+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2.1•C2+1 3 1+C2+1+C2+1 3 H.13118"LAMI IG-118'OR 3/16'A(MIN.),5116'OR 3/8"SPACE,6116'LAMI-(110'A,.0I0,1A7'HS) 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 S 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2«7 3 I.13/78"LAMI IG-118'OR 3/16'A(MIN.),6116'OR 3/8'SPACE,6116'LAMI-(118"HS,.0I0,118'HS) J.13/18"LAMI IG-118"OR 3N8"A(MIN.),3/16-OR 1K'SPACE,7/16-LAMI-(3/18'A,.090,3115"A) 69.000 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 9 1+C3+1+C3+1 3 K.1311W LAMI IG-11S'OR 3/18'A(MIN.),3/18'OR 1/4'SPACE,7/16'LAMI-(3h6"A,.080,3/16'HS) 00.00Dx 38.375 1+CZ+7+C2+1 2 1+C2+t+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 L.13116'LAMI IG-118'OR 3116'A(MIN.),3/18"OR iH'SPACE,7/18'LAMI-(3/'18"HS,.OID,3H6"HS) 40.000 1+C2+7+C2+1 3 1+C2N+C2+7 3 1+CN1+C2«1 3 1+C2+1+C2+1 3 1+C2«1+C2+1 3 7«C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 504,26 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,00 TO NEXT LARGER WINDOW IN TABLE. 54,000 1+C2+1+C2+1 3 t.C2*1+C2+7 3 1+C2N+C2+1 9 1+C2N+C2rt 3 1+C2+1+C2+7 3 1+CY+2+C2+1 3 HEAD 5 SILL:101YY MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 80.000 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3/+C2+1+C2+1 3 1+C3+2+C3+1 3 25 3/4"MAX.FROM CORNERS. JAMBS: 8"MAX.FROM CORNERS AND 22112'MAX O.C. 0&000 1+C2N+C2N 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2N+C2+1 31 1+C2+1+C2+1 3 1+C3+2+C3+1 9 TABLE KEY: 74.000x 38.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2.1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X 0 X_ 4&000 1+C2+2+C2+1 3/+C2+1+CZ+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 t+C2+2+C2+1 9 1+C2+2+C2+1 9 1«Cr=R QUANTITY PER JAMB 50.825 1+CZ+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 9•C2+2+C2+1 3 1+C2+2+CZ+1 3ANCHOR QUANTITY. 54.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+7 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED 00.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2.2+C2+1 3 1+C3+2+C3+1 3 AT EACH MEETING RAIL PLUS(1) ANCHOR AT EACH OPERABLE VENT 83.000 1+C2+2«C2N 9 1+C2+1+22+1 3 1+C3+2+C9+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS(6)ANCHORS AT FIXED SECTION. 84.00Dx 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2.1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+1 3 1+C2+2+CZ+1 3 1+C2+2+C2+1 3 1+C2+2+C2.1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3'MIN.O.C.ANCHOR SPACING) 50.625 1+C2+2+C2.1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+CS+1 3 54.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1•C2+2+C2+1 9 1+C4+3+C4+1 3 (--�253/4'rtlex. .3*MIN. 80.000 1+C2+2+C2N CM3+C4+1 9 1+C2+2+C2+7 9 1+C3+2+C3.1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1r �I I 3 83.000 1+C2+Z+C2r1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3.1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 ' X 0 X 108.375 x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+(7+1 2 1+C2+3+C2+1 2 1+C2+4+CZ+1 2 PAOWCf RHID -d1 d. 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2.3•C2+1 3 1+CS+4+C3+1 3 MTG.RAIL.TYP. ucalydYinewid10e Fb+ide Dy0d6y Cab 50.025 1+C2+3+C2+1 3 1+C2•2+C2+1 3 t+C9+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS N. 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3-3-C3+13 1+G+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 80.000 1+C3+3+C3+1 3 1«C2r2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+CS+3+C3+t 3 t+C4+4+C4+1 9 Mi Oe 63.000 1+C3.3+C3+1 3 1+C2+2+C2+1 3 1.04+3+C4.1 3,1+C4+3+04+1 4 1+C4+3+04r1 3 1+C6+4+C5+1 3 26 3/d'MAX. 111.000x38.376 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 212"TYP. 1--3'MIN. 11 V I I I 46.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 t+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 S„ F, ��OpY LYNN b/''i 50.626 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 t+C3+3+C3+1 9 1+C3M+C3+1 9aha'•�10ENSF�,�i+.P'� a:.. 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 9 1+C3+3+C3+1 3 7+C3+3+C3+1 3 NCN4+CAN 3 *7' No.50705 •' 00.000 1+C3+3+C3+1 S 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 MTG.RAIL,TYP. _ 53.000 1+C3+3+C3N s 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS = i I JJ. iQHI/Ii E Ab CfpNOETHIS BHEET °�` %pO�A STTAA EOF�;'kt'z 1o1416c+xaLo0v ons ANCHORAGE SPACING XOX 1/4-1/2-7/4 �o''•�'(ORIDP.••' ?� lR 568W7 a K:C4ProSET611PERED +swrNOTE. NI0x0NI8.ftmm UPONALEaG��`` P _ ALUM.HORIZONTAL ROLLER WINDOW IMPACT F.K. W44A7 C M7E TABLE1,8E1£CT VAL(IE804/E roAACHQQ GIP.AOU. PA.BOX 1628 ��I/llll 111111 F.K. JJ. 517600 Noxoas.n�2r+ l'W6b'Bxaer =0 NTS 8 a f1 e.ay~4117-10 'AIYrwN v.E. E v.0 ume ANCHOR QUANTITIES XOX 14-14-1/3 WINDOWS TABLES NOTES: GLASS TYPES A,B.G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2A WOOD 2,CONIC 1,CONC 2.3•WOOD 2,CONIC 1,CONIC I.ANCHOR TYPES: s SUBSTRATE ZONES LANES ZONES ZONES ZONES ZONES 1-1/4"ELOO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3412 STEEL SCREWS(G5) WINDOW SIZE HEAD 6 SILL HEAD 8 SILL HEAD 8 SILL HEAD M SILL HEAD 6 SILL m HEAD 8 SILL 2.GLASS TYPES: A.5118"LAMI-(1/8"A,.080,1/8'A) � FOR INSTALLATION IN THE NVHZ ABOVE 30 v B.&18'LAMI-(7I8'A,.OBO,1B'HS) FT,GLASS TYPESIG-L SHALL HAVE A 48.000x38.375 7-C2N«C2+1 2 7+C2.1+pr1 2 1+C2+1+p+1 2 1-p+1-C2+1 2 1+C2+1+C2+1 2 1+02+1+p+1 2 C.6/18'LAMI-(1/8"HS,.080,1/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+G2+1 31+C2+1a02•1 3 1•p+1+p+1 3 1+p+1+C2+1 3 1+C2+1+p+1 3 1•C2+1+C2+1 3 D.711W LAMI-(3118"A..080,3116-A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.625 1+C2+1+02+1 3 1+C2+1-C2+1 3 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 NC2+1+C2+1 3 E.7/16'LAMI-(3/16'A,.O80,3116"HS) F.7/18'LAW-(3116'HS,080,311W HS) 54.000 1•p+Hp+1 3/+C2+NC2+1 3 1•p+1+C2+1 3 1+C2.1+C2+1 3 1+C2+1+C2+1 3 1.C2+1+C2+11 G.13116"LAMI IG-I/8'OR 3/16'A(MIN.).5/16'OR 318'SPACE.511W LAMI-(1/8-A,.070,1/8'A) 60.000 1+p+7+C2+t 3 1*C2+7aC2a1 3 7«C2.tap+7 3 1+p+1+C2+t 3 I+C2+1«C2+1 3 1•C2+1+C2+1 3 H.13/18"LAMI IG-1/8"OR 3/IWA(MIN.X 5/1W OR 3V SPACE.&IV'LAMI-(IVA,OB0,7/6'HS) 89.000 1+C2+1+C2+1 3 7+p+7+p.1 3 1+C2«Np+t 9 1*p•t.p+f 3 1aC2+1«C2N 3 1+p+1+p+1 3 I.1311W LAMI IG-11W OR 3/18-A(MIN.).5118'OR 318'SPACE,5116"LAMI-(IV HS,.080,US"HS) J.13/18"LAMI IG-118"OR 3/18'A(MIN.),3118'OR 1W SPACE,7116'LAN-(3118'&.090,3118'A) 63.125 x 36.375 7+p+1+p+1 2 7+C2.I+C2+1 2 1+C2«1+C2+1 2 1+p•1•C2+7 2 1+C2+tap+I 2 1+02+1+02+1 2 K.13/18"LAMI K3-118'OR 3/18'A(MIN.),3118"OR 1/4"SPACE,711W LAW-(3118'A,.090,3118'HS) 48.000 1•p+1+p.1 3 1+C2+1+C2 13 1+p«7+p+1 3 1+p+1+C2+1 3 1+C2+1+C2+1 3 1.p+1+C2+1 3 L.13/18'LAMI IG-1/8'OR 3118'A(MIN.),311W OR 1/4"SPACE,7/18'LAMI-(3116'H6.J)80,3118'HS) 50.825 i+C2+1+p•1 3 t+C2+l+pal 3 1+p.I•p+1 3 1+p+1+C2.1 3 1+p+1+C2+1 3 1+p+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.000 1+C2+1+C2+1 3 1+p+1+02+1 3 1+C2a1+C2+1 3 t+C2+1+C2.1 3 1+C2+1.C2++1 3 lap+1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEM LARGER WINDOW IN TABLE. 80.000 1«C2+1+C2+1 3 1+p+1+C2+1 3 1.p+f+C2+1 3 I+C2.1+C2.1 3 OC20+2.1 3 1.C3.1+C3.1 3 83.00 1+C+1+C2+1 3 t+p+t+C2+1 3 1+pal+C2+1 3 I+C2+1+C2+1 3 lapat+p+1 3 1+p+1+C3+1 3 HEAD 6 SILL:10112'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 80.000x 38.375 1+C2+1+p.1 2 1+p+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+p+1 2 1ap+1+p+1 2 1+C2+1+C2+1 2 25914'MAX.FROM CORNERS JAMBS: V MAX.FROM CORNERS AND 22112'MAX.O.C. 48.000 fap+lap+1 9 f+p•f+p+1 3 I+p+1+pN 3 1+pN+p+1 3 1+p.1+p+1 3 1+C2+1+C2+1 3 TABLE KEY: 50.626 7+C2+1+pa1 3 1+C2+1«C2+1 3 1+p+1+C2+1 3 1•p+1+C2+1 3 1+C2+1+p+1 3 1«pN+C2+1 3 X O X_ 54.000 1+C2+1+C2+1 3 1+p+1+p+1 3 1ap+1+p+1 3 1+C2+1+C2+1 3 1+C2+1+p+1 3 1+C3+1+p+1 3 1+C3+1+pH 3]-ANCHOR QUANTITY PER JAMB 60.000 1+p+1+p+1 3 1+p+1+C2+1 3 1+C2+'HC2+1 S l+p+1+02+1 3 I+C2.1+C2+1 S lap+1+C3+1 3 63.ODD 1+p+t+C2+i 3 1ap.1+p*t 9 t.p+HC2+1 S i+p*7+p+1 9 1+C2+I+p.1 S 1+C3+1.p•1 3 HEADANDSILL ANCHOR QUANTITIES 66.ODOx 38.376 1+p+1+p+1 2 1.p•1+p+1 2 t+C2+1+p+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 .CLUSTER STING ANCHORSCENTEREDERED ON EACH T MEETING RAIL PLUS E 46.000 1+p.1.p+1 3 1+C2+Np*1 9 1•C2N+p+I 3 1+p+I+C2.1 3 1+C2+Hp+1 9 1.p+i•C2+1 3 ANCHOR AT EACH AT FIXED VENT 50.826 1+p«7+C2+1 3 1+p+Hp*7 S Hp+1+p+1 3 1«p+1+C2a1 3 1+C2+I+pN 9 1.pa1+C3a1 3 PLUS(1)ANCHORS AT FIXED SECTION. 61.000 1+C2+1+C2+1 3 1+p+/•p+1 3 t+C2+1+C2+I 9 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (B)ANCHORS TOTAL AT HEAD AND SILL. 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+4+C2+1 3 1+p+1+C3+1 3 1.C2.1+C2+1 3 1+C3+1+CS+/3 (S"MIN.O.C.ANCHOR SPACNG) 63.00D Iap+1+C2+1 31ap+1+C2+1 3 1.C3.1-p+1 31+C3+1+C3.1 3 1+C2+1.C2+1 3 1+C3.t+C3+1 3 74 ODD. 38.3751+C2a7+p+1 2 1ap+1+p+1 2 1+p+1+C2+1 2 I+p+1+C2+1 2 7+C2+4+C2+1 2.1+C2-1-C2+1.2. �25 She MAX. 48.000 1aC2+1.C2+7 3 1•p+1apr1 9 1 1.p+7+p«1 3 1+C2+1+p•1 3 1+C2«1+C2+1 3 1+p+1+C1+1 3 -{ ---3'MIN. 50.825 7+p+1+C2+1 9 1+p+Np+1 3 1.p+1+C2+i S 1+p+1+C2+1 3 1aC2a7+pa1 9 1•p«1+C3+1 3 8"REF. i 54.000 1+C2N.C2+1 3 1+C2+HC2H 311+C2+1.p•1 3 1rC2+1+C2+1 3 1+C2*7«p+1 3 1•C3+1•C3a1 3 T X O X 80.000 1+p.i+p+1 3 1+C2+1+p+1 3 1+C3+1.C3+1 3 1.C3+1+C3+1 3 1+C2+1+p+1 3 1+C3+1+C3+1 3 II I-F 63.000 I+p+1+p+1 3 i+p+l+pal 3 1+C3+14C3+1 3 1+C3+1+C3+1 3 1+p+1+p+1 3 I+C3+1+C3+1 3 I'RODUCTA6VI9BD ATG.RAIL,TYP. aRW1Y1R8`•'W 1m Flotldx 84.000x 38.375 lap.l.p.7 2 1.p+1apN 2 1+C2•Hp+i 2 1.C2at+pal 3 1aC2+1+p+1 2 f+p+lrp+i Z NuONImCaIt 48.000 1+pN+C2a1 3 1+pa1+p+1 3 1+C2+1+p+1 3 1+C2+1+p+1 3 1+C2+1+p+1 3 I+C3+1•C3+t 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS nooeoLeuNo , 50.625 1+C2a1ap+1 3 1+C2+1+p•1 3 lap+1+C2+1 3 1+C2+1+C2+1 3 I+pa1+C2+1 3 1•C3+1•C3+1 3 (SHOWN IN TABLE KEY ABOVE) SLOW 1+C2+1+C2+1 3 1+p+1+p+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1ap.1•p+1 9 1•C3+1+C3+1 7 80.000 1+C2a1+p+1 3 1+C2+1+p+1 3 1+C3+1+C3+1 3 1+C3+1+p+/4 1+C3+1+C3+1 9 1+C3+1+p+1 3 25314"MAX. 83.000 1+C3.1+C3+1 3 1+p+1+C2+1 3 1+C3+1+C3+1 3 1.C3+1+C3.1 1 1+C3+1+C3.1 311+C4+1+04+1 4 I 1� ' 88.437x38.376 1+p+1.C2+1 2 1+p+t+p+1 2 1+C2+1+pN 2 1+.+I+pN 3 1+C2.1+pH 2 1+pH+p+1 2 J� ~"-3'MIN. \` 48.000 t+p*1+C2+1 3 1+pal+pat a 1+C2.fap.1 3 1.C2«1+C2+1 3 1+C2.1+C2+1 3 1+p+ O'REF. �O71Y LYNN MII 1+p+1 9 X O X 50.825 1+p+1+p+1 3 1•C2+1+p+1 9/+p+1+p+1 3 1+CZ+1+p+1 3 1+C2+1+p+1 3 1+p+1+pC3 54.000 t+C2+1«C2+1 3 1+01+1+p+1 3 1+ 1.103-1 3 1+C3+1+C3+1 3 1+C2+Hp+1 3 1+C3.1+C3+1 3 z*'. No.58705 60.00D 1+C2+1+p+1 3 1+pal+p+1 3 1+C3+t+C3+1 3 1+C3+1+C3.1 4 1+C3+1+C3+1 3 1+C4+I+C4+1 4 ATO.RAIL,TYP. 03.00D 1+C3-1+C3+1 3 1+p+1•C2+1 311+C 3 1+p+1+C3.1 4 1.C3+1.p+1 s 1+G+1.Cw1 a EXAMPLE CLUSTER W/OTY.OF(4)ANCHORS =v: 2 Jl far7nf a NOLYwNBETHIS r7NCEEr 1o>olecrvrvaoavoRN6 ANCHORAGESPACMGXOX 1/3-1/3-1/3 �0"F''•.!'oR1DP...•.•��'�t.`: J.R vavn D x2rwPro6E7E4wERED wDFTNOtE rvoxows,vL3um ALUM.HORIZONTAL ROLLER WINDOWIMPACT 'S`S/ONAL��G`�• FK 47697 C LIF04TE TABLEA SHECTVALIAPS DUE TOANCHOR CAP.AW.1 P.0.00x 1634 ��' _ 1j NOxOM16.R3/T4 Vhl6(7 g� rwr asALYNIR,PE. F.K 2/2606 J.J. 1/11478 1M17f0 1118 8 •11 4127-10 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2.3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1.ANC" ES: 1-1/44"ELOO ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3•IH2 STEEL SCREWS(GS) &SUBSTRATE ppZONESVt7i� ZONES ZONES ZONES ZONES vV11 ZONES�V10 y GLASS TYPES: WINDOW SIZE 6 Cf m ¢�¢ m i3 2 fL A.511W LAMI-(118-A,.090.VB'A) FOR INSTALLATION IN THE NVHZ ABOVE 30 V }=u W 2 y < rq B.5116'LAM/-(113"A,.O90,1/8'HS) FT.GLASSTYPESG-LSHALL HAVEA W H -<i = -ai 0B C.5118'LAM/-(141"HS,.090,1l8'HS) TEMPERED I.G.GLASS CAP.BOTH THE OF AND 37.000 x 38.376 1+C2+1 2 1 1+C2+11 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7/1 B'LAMI•(3118'A,•090,3118"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/18"LAMI-(3116'A..090,3/18"HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 F.7/18'LAMI-(3116'HS,.090,3118 HS) 50.625 1+C2+1 3 1+02+1vl+C2+1 1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13/18'LAM/IG•143'OR 3118'A(MIN.),5118'CR 3R"SPACE,511W LAM/-(l/r&.000,118'A) H.13/18'LAMI IG-1/8'OR 3/16-A(MIN.),6116'OR 3/8'SPACE,5118"LAMI-(1/8'A,.O90,1/8"H6) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1.13/16"LAMI IG•1/8'OR 3/16'A(MIN.),6118"OR 318'SPACE,5118"LAMI-(1/6'HS,.000,141'HS) 60.000 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+p+1 3 J.13/16'LAMI IG-141"OR 3110"A(MIN.),3118'OR IW SPACE,7/16'LAMI-(3116'A,.000,311("A) K.13/18"LAMI IG-1/8"OR 3/16'A(MIN.),3118"OR 1/4"SPACE,7/10'LAMI-(3116'A..090,3110 HS) 63.000 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2*1 3 1+C3+1 3 L.13110'LAMI IG-141'OR 3116'A(MIN.),3118'OR 141"SPACE,711W LAM/-(311W HS,.090,3118"HS) 48.000 x 38,375 1+C2+1 2 1+C2+11 2 i+C2+1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1*C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD 8 SILL:10142"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+03+1 3 18 3/4'MAX FROM CORNERS. 60.000 1+C3+1 3 1 1+C2*1 3 1+C3+1 3 1 1+C3+1 3 1+C2+1 3 1+C3+1 1 3 JAMBS: P MAX.FROM CORNERS AND 22 12'MAX O.C. 63.000 1+C3+1 3 1 1+C2+1 3 1+C3+1 3 1 1+C3+1 3 1+C2+1 3 1+C3+11 3 TABLE KEY: 0 x 53.125x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 2+C3+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2*1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 64.000 1+C3+1 3 1+C2*1 3 1+p+1 3 1*C3+1 3 1+C2*1 3 NC3+1 3 A CLUSTER OF CENTERED ON THE MEETING RAIL 80.000 i+p+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+p+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+G3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION.(7) 60.000 x 38.375 1+02+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+02+2 2 ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+CS+2 3 (3'MIN.O.C.ANCHOR SPACING) 50.626 1+C3+1 3 1+C2+1 3 2*C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 (-r8314'MAX. 54.000 1+C3+1 4 1+C2+1 3 2+p+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1 I I --1�--3"MIN. 60.000 i+C3+1 4 1+p+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4J- O 83.000 7+C3+1 4 1+p+1 3 2+C4+2 4 1+p+1 9"REF, X 4 1+C3+1 3 2+C4*2 4 T- - - 66.000x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2*2 3 PRODUCT REVISED 48.000 2+C2+2 4 1+(2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 MTG.RAIL -wIyh0lwxhft FI w owMI,61aa 50.625 2+p+2 4 1+C2+1 3 2+03+2 3 2+p+2 a 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS n...p.OP& 54.000 2+C3+2 4 1+C2+1 3 2+03+2 4 2+03+2 4 1-C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.OD0 2+C3+2 4 1+p+1 3 2+C4*2 4 2+p+2 4 1+p+1 3 2+C4+2 4 Mi6euo6a. 63.000 1+63+1 4 1+C3+13 2+C4+2 4 2+C3+2 4 1+63+1 3 2+04+2 4 8311"MAX. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 �{F'--1 lw TYP. I1 �{I 1�3'h9N. 114111 48.000 2*63+2 4 2+C2+2 3 2+63+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 0'REF X O �aONY LYNN Mk 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+63+2 4 - - ` 1 ''��CENSF'•. 54.000 2+p+2 4 2+63+2 3 2+64+2 4 2*p*2 4 2+C3+2 3 2+C4+2 4 =*' No.58705 60.000 2+63+2 4 i+p*1 3 2+64+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 M7G.RAIL = Q *�� 63.000 2+63+2 4 1 1+p+1 3 2+64+2 4 2+04*2 5 2+63+2 4 2+C4+2 6 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS :_0 JJ. 10MIll E HOCM pGaw 88NEEf dA :�0�•. STA FN• 4/ JJi ftl O AEDEDpCMroBEIEMoHffO +JIwTNO7E. 16 NOOM�6.R3.31E � . ■ ALUMOhORIZOIYfALWROI�EXRY�WDNDOWIMPAXO OCT ' .... •?• FJT. /114417 C G/O.rABLE#ro4,48BECrvALLMOW7OANUCR04P. F.D.eqx 1630 _ 011. oN. NOIfpIl8,0.]IT+ y0Ny6,g6iy. =11 -- ., ALVNI M61E11,1F.E F.K. WaW JJ. Y!3•DB wvlo NTS 10 +11 4117-10 E PSA 6nm 1 3/4"MIN.E.D.TYP. NOTES: 2x WOOD BUCK, MIN. R KSI + NOTE 3 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY 3/4"MIN.. COUNTY APPROVED FROM ELCO CONCRETE 1 3IB' TAPCONS EMBEOED 1 3I8"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 1 3l4"MIN..MINIMUM DISTANCE FROM " MIN. ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1x WOOD _T2.FOR WOOD APPLICATIONS IN MIAMI-DARE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4'S84 CRETE-FLEX WITH BUCK, NOTE 3 — N12 TRIMFIT HEAD. 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" 1/� THAN 1 112".1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, MAX MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/J"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD CONCRETE WOODSHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ANCHOR, ANCHOR 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 0063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/B"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE 114" RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX. 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM 13M" 1/4"MAX.SHIM—+I Fes-- 1 1/4'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I I (1.5 X CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR NOTE 2 NOTE 1 13/4* <�I EXTERIOR INTERI C5 " "MIN.E.D(MEA &SILL DETAILS A,B,C,D, &H) TYP. 2x WOOD BUCK,NOTE 3 ix WOOD BUCK,NOTE 3 SEE NAILING DETAIL E DETAIL F DETAILS (JAMB DETAILS E,F 81) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERKNi CONCRETE ANCHORANCHOR, DETAIL H (HEAD) NOTE 1 NOTE2 NAILING .131 DN.MIN.x 2 5'NAIL AT CORNERS AND 6"O.C. ��yy��M FNriOx 1M" 1/4" TYPICAL DETAILS G.H&I. BW45gCO. �} MAX. MAX.-� fm_—�'A OSHIM SHIMf 1. . SEE 1.-NOT 1 1�MIN. NAILING 1 3/4"MIN. I 1111 IMIN.3.4 K�'�E.D.TYP. :. SEE NAILING CONCRETE 2x WOOD - ..1'' Ott',• e''•.,9�% DETAIL C BUCK, DETAIL D NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) *` No.setas `1k TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS =v J1 ICM7/11 E NOCMONOETHIS SHEEr °�"` :O'•. sTA*I W' IOM4M.M�soLRoOY ��'� ANCHORAGE DETAILS %1SS F<O......�G\�• JR O/JOM1 D NOG44M1ETM88H@7 —r"(� � F.K 4nso7 c .F. .NOTESTO ®rrloPr' P.O.Kx,exc ALUM.HORIZONTAL ROLLER WINDOW fMPACT ��,;ON1A<.E�� NOItOY15,RJ1111 1Z(bj1. Y'"'" u,wtiM. �"" A LYNN�I�cO1P£ FJG Yf&dB J.J. SISDB NR7fa Hel/ 11 +11 4127-10 E P.E.SUM M AMF MIAMI—DADE COUNTY,FLORIDA IM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 261h Strcet, Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis,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 PERA- 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. PERA 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 11SH 700"Aluminum Single Hung Window-L.M.L APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005,with revision "D" dated 10/07/2011, 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. LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option"M"at installations above 30 Ft.above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacture's name or logo,city,state,model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this MOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. CMIAMIMDAMDECO NTY NOA No. 11-1013.14 Expiration Date: March 26,2016 1 it Approval Date: November 03,2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled"Alum. Single Hung Window, Impact", sheets I through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011., prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. 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 single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:l)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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No.07-0322.06) 3. 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-yup 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 previous NOA No.07-0322.06) 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 Reports No.'s FTL 4649 and FTL-4723, dated 10/05 and 08/11/05,both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) t Ja me D.Casco ,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) 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.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) 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-tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P, E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011,prepared,signed and sealed by Robert L. Clark, P, E. Complies with ASTM E1300--04 (Submitted under previous NOA No.H-0128.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co,, Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D.Gasco y P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010,dated October 07, 2011,signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL A957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL74723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada,R E. (Submitted under previous NOA No. 07-0322.06 and 05—.1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window — L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gasc n,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 A GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5/18"LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.6/18"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF VB"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C.5/18"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXA(EEPSAFE MAXIMUM PVS INTERLAYER. 0.7118"LAMI CONSISTING OF(2)LITES OF 3/18"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E.718'LAMI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH AN.D90 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F.7116"LAMI CONSISTING OF(2)LITES OF 3118'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G.13118'LAMI IG:(1)LITE OF 11W TEMPERED GLASS,AN AIR SPACE AND 5118'LAM CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. NOA DRAWING MAP H.13/18"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 518"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ® OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVA INTERLAYER. GENERAL NOTES.,......•SHEET 1.13118`LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 11W HEAT STRENGTHENED GLASS "••1 WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. GLAZING DETAILS............2 J.13118"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, ELEVATIONS...................4 K.13/18"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LTTE VERT.SECTIONS............5 OF 3/18"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB. HORIZ.SECTIONS............5 L.13/18"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/1W LAMI CONSISTING OF(2)UTES OF 3/18'HEAT STRENGTHENED GLASS PARTS LIST••••"•'••..,.,,.._,.6 WITH AN.090 DUPONT BUTACITE OR SAFLEXII(EEPSAFE MAXIMUM PVB INTERLAYER. EXTRUSIONS....................7 ®M.13/18"LAMI IG:(1)LITE OF 11W ANNEALED GLASS,AN AIR SPACE AND 5/18"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR CORNER DETAIL.............7 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE....................8-11 2.CONFIGURATIONS:'OX"(1/1,VIEW AND RADIUS TOP,ALL W/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 1300-02. S.POSITIVE DESIGN LQAOS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4.ANCHORAGE:THE 331/316 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. 8.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL-4846,FTL4646,FTL4647,FTL-4848,FTL4649,FTL4650,FTL-4861,FTL-4723,FTL4957,FTL-4958 AND FTL-5083. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCTREVISl3D u c gd7ing wAh ft Flagi& S.SERIESIMODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 9o0dm9c jc No 14 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVHZ). BY Mlmri Dado c Iluur 1`INN MI(lFR4 o..• Ease' r'�'r 58705 a° Zw_ ' Q'Pj I✓o1L�U:� � J.( 101T//li D 2DlOF9CVPD47E p ImK04COXoLL34276 n GENERAL NOTES '%'C) •.. FLOaxo••�e�: J.R. 040IH1 G CHVvaw CAP GLASS TYPE 707E-01PERED FRGM HS NOKOAg8,F134278 F.K. 1vlsme S 3d ''��OPTIONS P.O.89x*o p ALUM.SINGLE HUNG WINDOW,IMPACT rFSSIONP� wrrawe ore o.+vx. iss A.Alilft ,P.E. P.K Ald J.J. �7 NOIOOMN,FL 81274 V1t/bb Beth 8H700 NT$ 1 ,11 4040-20 D FL P.E.0 58705 ®NOTE: 1 1 LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/16'WITH NO CHANGE IN DESIGN PRESSURE. 12"NOM. 12"NOM. 41 GLASS BITE 44 GLASS SITE aEXTERIOR INTERIOR (ALL SECTIONS) 37 ® 37 80,81 or B2 83,84 or 85 70 70 tfl 177 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 000 SOLUTIA OR DUPONT PVS INTERLAYER 118'ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 5/18"NOM. 7/18"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 1 `J 12"NOM. 12"NOM. 46 GLASS SITE q6 GLASS BITE 631 38 38 PRODUCT REVISED 86,87,88 or 92 89,90 or 91 .a.Plymg mth the Find" �Buildin�WNO .Code Ac-clq,%. LAMlu —1/8'ANNEALED OR HEAT STRENGTHENED GLASS 31W ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 5118'LAMINATED 7116"LAMINATED AIRSPACE AIRSPACE \.�`y 04N•M/(<cr�i��. 1/B'ANNEALED OR TEMPERED GLASS® 1/8"TEMPERED GLASS® �.t •"�pENsti •.• *�/ 13/16'NOM. 13116"NOM. = N0�,:• 66705 ' 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI = JL U=_ 1J. 1GD7n1 D NO CHANGES TH/88HEET %.•. eta p:•Ute. ,n7ol�HOLOW RrvE GLAZING DETAILS O FLOR10,: J.R 04471/11 D CHANGEDCAP GLASS TYPETO TEMPERED FROM HB 01WHINIMIDOYi7g ;A`''••.. �\\ FJc 1,naroe a ADD nEMaz iT7r✓IeLAMILG.GLA88 eLAM1lONo7E PO.tiQX764g ALUM.SINGLE HUNG WINDOW IMPACT '��FSSIONAv,��`� 10=18,RaYt1'4 w..r.e e r 1-2 rs 1--4040.= ..r"x. as A.Ll/I/14 MILL'EIR�P.E. °s1rrK P"e 8H/ae Ful! 2 •11 4040.20 D FL P.E.#68706 RK BnAQ J.J. 2/21NT III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE I. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT '�" WIDTH GLASS TYPE 83" 86" IMP 70" 7Y 74" 7S" MEETING RAIL 48" &8,M +80,0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +80.0 40.0 +80.0 -80.0 +60.0 -60.0 HT. 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 4I0.0 +80.0 -80.0 +60.0 1-80.0 +60.0 -00.0 +79.0 •79.0 p�H 6Y A,B,M +60.0 80.0 *80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +78.8 -78.8 +77.3 -77.3 +76.9 •76.0 S I 831/8" A,B,M +80.0 80.0 +80.0 •80.0 +79.8 •79.8 +782 •782 +78.9 •78.9 +76.4 •76.4 +74.0 •74.0 1l UP To 53116 C,O,E,F,G,H,I,J,K,L +80.0 -00.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +80.0 -800 +80.0 -00.0 +60.0 -00.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION® TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT Q WIDTH GLASS TYPE 30 3/8' 44" 60 616" 63" 7Y 74- 78" MEETING RAIL 18" A, ,M a80.0 80.0 +80.0 -50.0 +80.0 80.0 +00.0 -80.0 +700 -70.01+70.01 -70.0 +70.0 -70.0 HT. 60" A,B,M +80.0 80.0 +80.0 80.0 +80.0 80.0 +7A9 -79.9 +70.0 A-70.0 +70.0 +70.0 •70.0 • • H 62" A, M +60,0 -00.0 +80.0 -60.0 +80.0 -80.0 +78.9 •78.9 +7110 +87.6 -4-56 A,B,M +80.0 410.0 +80.0 -60.0 +80.0 -00.0 +76.0 •75.0 +08.0 +866 -06.C,D,E,F,G,H.W.K 1, +60.0 -00.0 +80.0 -00.0 +80.0 -00.0 +80.0 -00.0 +70.0 +70.0 •70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL PIN WINDOWS WI HIGH SILL OPTION® TABLE 9. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS w 11T WINDOW HEIGHT MINUS SASH HEIGHT XM.WINDOW HT.W/BASH 76"FLANGED AND 76"INTEGRAL FIN) MINUS WIDTH GLASS TYPE17 U6" 22'H/18' 28 3116" 33 314 39 5M1" 4413116" I M 3111" I 6615116" SASH 63116" O,E,F,J•K,L +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 •70.0 +70.D •70.0 HT. HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. A.5/16'LAMI-(118-A,.090,1/8'A) FTL•4647,4046,4723,4987 i B.5118"LAMI-(1/8'&,.090,11111 HS FTL-4847,4648 C.6116"LAMI- 1l8"HS,.090,1/8'HS) F7L-4841,480 D.7/18'UMI- 18'&.090,3/1WA F7L-4845,4865 E.7/18"LAMI-(3118'&.090,3/16"HS) FYL-4845 ROI)UCT REVISED F.7116"LAMI-(3/16'HS,.000,3/18'HS) FTL4845 complying will'Kw t for dx 0.13118'LAMI 10•1/8'T.AR SPACE,5118"LAMI. IMrA,.090,118"A) FTL-1848,4723 tan y_�g H.13/18'LAMI IG-118'T,AIR SPACE,5/18"LAMI- 118"&.090,I/V'MS FTL•4648 iR I. 13116"LAM110.1/8"T,AIR SPACE,6/18-LAMI.(1/8'H6,.090,1/6"HS) FIL'4848 J.13/18"LAM[IG-1/8"T,AIR SPACE,7/1W LAMI• 18'A,.090,3/1WA F7LAS49,4660 K.13/18'LAMI IG-118'T.AIR SPACE,7118'LAMI-(3/18'A,.060,3116-HS) F71L4849.4850,4958 L.13116'LAMI 10.118"T.AIR SPACE,7/16'LAMI. 3/18'HS,.09%3/16"HS FTL•4549,4660 .1316 13/18"LAMI IG•1/8-A,AIR SPACE,5116•LAMI-(118'&.090,1/8"A)AX FTL-6083 ` •`•j...•J�NSF ''•.• NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN �, , PRESSURES ARE UNEFFECTED. _*; Ko'55705 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. ® _ 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618'MINIMUM TO 38'MAXIMUM.® tLU:: J.1 M07Hf D MOCJpAKiE87N1S8HEET ••' 1070TKa NOLOOV DRIVE DESIGN PRESSURES ',D,a'•..FLo..... J.R. 0401Mf c 1344NOBDCAPOLA887YP8707EMRERI: pwm H9 NOKDVA&FL8/276 ALUM.SINGLE HUNG WINDOW IMPACT AK lv m 11 FORMAT MN14 T F.D.W=b �."nwre .k +ar A.LYn114hNILLEH,PE. NOKONEtwam+ ywyyga„ PJG 911&16 J1 ?/1507 EMOD A17B 8 +11 4040,20 D FL P.E.#68705' 53 1/8"MAX.FLANGED WIDTH 521/8'MAX.I.F.WIDTH 49 5/8"MAX.FIXED DLO(ALL) D—] C—i T175"MAX. 76"MAX. I 7S MAX. SEE OLD F TABLE 0 / D 'EIGHT SEED A F F HEIT SEE DLO C`I HEI HT / ® TABLE Q /� ® TABLE O j L 78"MAX. 78"MAX. FLANGED FLANGED FLANGED 38 /18" HEIGHT - HEI T HEI HT SEED / TABLE X j SASH SEE DLO X S E SEE DLO x ( , ', NEI NT TABLE / NO E q TABLE L481/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1M B E� VERTICAL DAYLIGHT 75"MAX. I 75"MAX. OPENING I I.F. I.F. FDCED LITE HEI T E-j HEI HT LOW HIGH SEE DLO I DETAIL SILL SILL SEE DLO TABLE 0 TABLE 0 ® A 341/2" 4 1/4" 78"MAX. 78"MAX. B 415/8" 41 1/4" FLANGED FLANGED C 411/4' 407/8" HEI HT HEIGHT 0 525/8' 5211/18" E 521/4' 52 6/14" SASH MtODUCPREVISED j I 20" j 2aH LOW HIGH o huffy od- the lloriJe SEE OLD TABLE X SASH SEE DLO TABLE X HEIGHT HEIGHT DETAIL SILL HILL AMPLNO11��Of,�� A 34 1/2' 34 3/18" Bf I B 27 7/16" 271/8" DETAIL D DETAIL E C 27 7/16" 271/8" mid ar uucomrol D 16 3/8" 15 3/4" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 163/8" 153/4" TABLES. I11 11 NOTES: ``�.`�y LYNN MUIFq': I. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ,��••JCENSf 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. �;' •';* 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.® _*; No 58705 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. iElF �— .LJ. 1WD7nf D NO CHANOE87Ala4 SHEET '�'p.•'•, SIA �2�: ELEVATIONS '.0�''•..-11.0m ?•��; JR. OW/11 C NO CHANGES 7186 SHEET tea,vLausa "" ��'FSSIONAL ALUM.SINGLE HUNG WINDOW IMPACT ;, FJC if/law 9 ADD WrEORN.FW .VER9AW CHa NOTES.ADD NOTE4. v 0MId FL zo �.,,.., .,.,, uw - A.LYIfW IN11LLb P.E. NamMua.FL9/L74 VLrtWy Better F.K. 6yi/05 J.d Tll3M7 8A17n0 NTS 1 4 +11 404420 D FL P.E.#68706 2.784"--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS.(1)$'FROM EACH SIDE OF SASH. 2g 27 NOTE:BALANCE PARTS USED 1 INSIDE INSIDE Mme•VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 31 9,10,11,15,16 MAX. 2.710^ FIXED 7,6 OR 17 LITE DAYLIGHT 25 OPENING OUTSIDE 25 MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN Q.F.)TRAME SECTIONS® 150 23 47 50 MAx. HEIGHT 21 2.146 HIGH I OUTSIDE I SIL 2.3D LOW 814E MAX. VENT DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING 68 2.710" 28 ®I.F.FRAME � 53 II UCTREVISED OUTSIDE I comMYN9 wiW the l9oride SBC ft AWWe No 53 6 2.948' nY 2.330' Product Cont 52 (LOW SILL) (HIGH SILL) 63 SEE NOTE ABOVE 54 64 `��` .(LYNN d►/�� 'i: 3 30 ULTRALIFT gg 67 12 ONLY ULTRALIFT SECTION B-B 12 ONLY SECTION C-C TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) UJ JJ fav7H1 0 NO CHANOE87M8 SHEET Q STATE�•=�� ,W07IX�INOLOOY DNVE SECTIONS �•O.c`'••..FLo..... r.Tt o4o1n1 c NOCiNNOE87HISSHEET NOKaaIaFLMm ,•Y ;, F .. ALUM.SINGLE HUNG WINDOW,IMPACT ''�/St910NA� F.K iV18�Oa B ADD a.SECTWW a GONSCLMTE BIL COMPONENTS P•o•�r� �,,,�� pruM. war A.LYNN'MR�LEI�,IP.E. pry: pi„+ NOKOLYB,FL MW4 F.K. W1AM J.J. 1lSag1 Vk! Barest am= l'{Blf 5 + 11 404420 D FL P.E.069708 ITEM DWG# DESCRIPTION Pon ITEM DWG# DESCRIPTION Pon 1 4002A FLANGE FRAME HEAD 612225 80 1835 SCREEN SPLINE-.136 bIWA HARD 6183 K 2 1155 #8 X 1.000 QUAD PN.SMS 781 POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME BILL(LOW SILL) 612226 83 505 GLAZING CHANNEL(.888 X.600) 6633402 5 1828 ADHESIVE OF&CELL FOAM PAD 7PAD1628 84 1161 #6 X 1.000 PH.BUGLE TEK 708X1 0 406i—FLANGE FRAM11 JANE 812227 67 GLA2INO TAPE,IIIX 1 •7116 LAM 62 610 4025 OASHSTOP 612244 ® 68 4051A9O RAIL(HIOHSLL) 64051 6 1 4028 1WH STOP(EGRESS)1.128 LONG 612244 69 4050A IFLANGE FRAME BILL HIGH SILL 84060 9 4029 SPIRAL BALANCE,9AI",616',OR 11/18' 70 SLK ONE,DOW 898.685 OR EQUN. 10 1080 BALANCECOVER 3A)"OR-W BBALCWQIS 80 A GLASS,6118"LAM, 1/8'A.090 PVB,tB" 11 #8 x.750 PM.PN.SMS 7634M 81 .GLA96,6116"LAM, 1/6 A•090 PVB,V6 S) 12 BALANCE BOTTOMBRACKET 7BAL12KT 02 C.GLASS,6/18`LAM, 1/5.118400 PVBAWHB 13 108511 SASH TOP GUIDE 42504 ® 83 0.GLASS,7118"LAM, 1/8' .090 PA,IWAO 15 #0 X t PHILLIPS FLATHEAD S.STL 78X1 FPAX 84 E.GLASS,7/18"LAM 1A9"A.OBO PV8,118'H$) 10 1080.1 BALANCECOVER,71/18" OBALCNR870 ® 85 .Q 7116"LAM, 116"NS,.O90 ,1/8-HS 17 4063 SASH COVER 84053 80 O.GLASS,13116'LAM 0,1/8'r,AIRSPACE,6118"LAM,tA9 q.090 PV8,1At' 18 4029-1 SASH BRACKET 7ULBRK7' 87 H.GLASS,13118'LAM K> 115'7 NR SPACE,51116"LAM,1A9 A.O80 PV8,1/8'HS 19 #8.32 X 111"40.PH.FH.TWE F S.STL 7832X12FPFX 88 L GLASS.13118"LAM 100117,AIR SPACE,511W LAM, 1/8"HS,.090 PY8.1/811 21 4064C PDWD MEXMG RAIL 64064C ® 8o J.MASS,13110"IPMI 10;1 AIR SPACE,1/18"LAM, 6'A•O80 PV8 3118" 23 4006C TO RAIL 64006 00 K.GLASS•13/1 W. IG;IAt'T,N SPACE,1/16"LAM,(3/16"1.000 PVB 3116"11 25 1235 WSTP..110X.270 BACK FN SEAL6 18G a1 L. 13116"LAM .1/8'7,AIR SPACE.7116'LAM, 8'HS,.000 PU8 3116"H 26 7008 SWEEP H 71006 9Z 1 1 27 101 #8 X.428 PH.FL.SMS 7666 26 4007 H L(LOW SILL) 81 30 30 1228UL NYL _O 49 31 4008 BASH SIDE 612231 1 —WIRMAcTe—u—iff 42501 so 35 1622 LAM N OCK3/32"X25/64"X1" 711022K 1 8 055 36 1662 LAMIO BL K1"XSWX7118" 71MK 37 1224 VINYL BULB K 6 47 ,K 38 NN 1226 YL BULB(THIN) 40K 41 40398 GLAZINGOEM.S116LAM.GLASS. 84039 47 FRAME,I.F.HEAD 42 B G B .6/18 LAM W ORI L KR 844703 ® #407116063-T8 44 4222A 7116'LAM 64222 FRAME,I.F.LOW SILL 46 905C 0 0 B 7110"LAMI VWGRILL Krr 8885 4$ #407216083-TB 46 4087 GLAZING BEAD,13115"LAM I.O. 04067 47 4071A FRAME,I.F.HOD 84077 48 40721 ,ICF. SILL 84072 ® rnouoym&wAhdw 49 4073A (. .HIGH SILL 04073 37 scoogyi�N- uw FhuWo qNo 1 50 40748 FRAME,LF.JAMB 84074 52 4008 SILL LATCH EOR LOW SILL 764009 .062 NOM 63 1088 SPRING,SILL LATCH EGRESS) 7SPRNG THICKNESS M' Prodw Coraro 2740 BILL LATCHIGH ILL 62740 4 1 2. 55 1014 SCREEN FRAME(HOR.8 VER.) 61014 NOM 68 1630 SCREEN CORN KEY WIRINGS 71630 THICKNESS 111 57 1031 SCREEN CORNER KEYYWOUT RINGS 71631 \\��y`(NN MILtFR I 58 1073 SCREEN SPRING 7CASP p� pSE '•., K'� as 1 1024 ISCREEN SPLINE-.135 DW FOAM 81024K OFRAME,I.F.JAMB ' 05 49 FRAME,I.F.HIGH SILL 8 #40748,60&3,T6 *? W.561 cr ® 040731 8088.76 (USED AS RADIUS TOP HEAD) — I I i W ,LCL 1407/11 NO CN4AXdIS 7M68HET' per` 'O 5"p- CP:•�'!z. PARTS LIST po • FLOO4'11% AR. 001/11 C AVMWC4POLANITYPETOTeM�FN061N/ NM 'o" �.. ....... ,; FJc 1lnaroe 6 Ao1� ALUM.SINGLE HUNG WINDOW IMPACT NOIOOMN.stNT74 yry/58,g+ rwi,a A. Y/4 LLIFR,'P.E. FJ6 y9-# J.d 2rSb07 #N70D NT5 S + 11 4000,20 D FL P.E.#58705 ® I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 2 In I.F.FRAME,& 2.784 -XI r �082 I II II 1.3183 2.830 2.330 1 6 or 50 OFLANGE FRAME HEAD #4002A,eoe3-ra I--z.78a--I I I 1749 O FLANGE FRAME SILL (LOW) WELD #40030,8083-T6 6 or 50 ALONG SCREW I SEALANT OR GASKET VJBOSS(2) 1 �7.513+-I .736 I AT HEAD AND SILL 2.710 .O —J==012=1.490 .040 I I-�1.461�1� � VIEW D-D VIEW E-E tt (1/1&VIEW HEAD 8 SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION OFLANGE FRAME JAMB O #4025,e0e3-T5 17 040s3,eoe3.Ts #ORAD US TOP (USED AS RADIUS TOP HEAD) '-� 1.186 �- .878 2.328 1.096-{�--•:-7 1' �2.27e� ,1 .082 '. s 41 GLAZING BEAD.5/16" T T _. #4039B,6083-T5 .082 165 1.7071.979 062 O SASH SIDE RAIL .oez � 31 #400e,e0e3•T5 21 FIXED ME6 TING RAIL 23 #4SH Te0e3 ;44007,6063-T5 RAIL 28 SASHBOTOM RAIL(LOW) '�� oso ) —61� 42 GLAZING BEAD,5/16" PROD 78 B ldit wnh tho F1"ri4s 2.328—� 1.096 �iT (USED W%RILL KIT) 6tp1�c, m�t4.1 .082 1 2.948 77 44 GLAZING BEAD 7/18" I y 3.448 it4222,808376 J_ n4,xd Woduu Courol 2.838 � .� 7—L. .050 •082 I ' 11111111 .050—IW--T x .678 �1�--�T-tA97 II '' 46 GLAZING BEAD,13/16"IG 1.115•y�l� O #4067,6063T5 �•: '•.* 69 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL(HIGH) q5 GLAZING BEAD,7/16" =�r: No.5871 #4050A,8063-TO #4051A,6pe3-T5 #WbC,6063•T5 (USED W/GRILL KIT) C( t0 I.lh J.J. 1007111 O NO CHANGES 7NA4 SHEET °i"~" ��'F1 S1ASE� •�� oto7rxllEXTRUS/ONS6FRAME CORNER DETAIL %0� ..• FLpR1o?•aC�� J.R. Mini C NO CHANGES TM SHEET 18.FL 81276 .� FX11nsro6 B VATE�ECORNERASSEMBLYTOWCLWEIF. PQ�im ALUM.SINGLE HUNG WINDOW,IMPACT q.bO• 6R NIMQ)MB,FL 80174 VlilbHY B/tbI rr"eart n...r. •,r A.LYNI/MILL ,P.E. F.K. On= -Jd 1/7507 BN700 1'1!!1/ 7 • 11 4040-20 0 FL P.E.#58705 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: WINDOW HEIGHT 1,ANCHOR TYPES: 1-1/4'ELCO TAPOONS SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 2-V4'ELCO S84 CRETE-FLEX 3-1112 SCREWS ANCHOR rm WINDOW MONZ ZM� Z�Z0r) L) uo 00 00000 ON2�2M�NZ�ZMONZ Zn0NZ Zt?ONZ Zt?ONz�z ZANCHORLOCATIONSAREBASEDONTHE WIDTH TYPE " L) 0 8"$ O" 8 8" 1'8" 8 8"g 8 8"� 8 HEADFOLLO181/7'DIMENSIONS. MAX FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 7 7 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 7 JAMBS-17 1/T'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 2 2T 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 2 3 2 2 3 3 8"MAC BELOW MTG.RAIL 19.125 SILL-ANCHORS NOT REQUIRED A,B,M 1- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11-2 1 1 1 1 1 2 1 1 1 2 2 2 1 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 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 t22 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF _.....-- - ----- -----..-..._.._ -..- --._..--- --- --__--. NOTE 2. 24.000 H,I,J,K,L i[2-111 12Tri 1 21 2221 222222222222322222 32223332233 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4,TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M _. --- -._.....__ .-- -- -------- ---_- ..___._.__..._ ... _.--- _ _. __ _-- -__---.. FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS IT-, 1 1 1 2 1 2 1 2.1-12 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 ARE7"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 _1 _1 2 1_ 1 2 _t 1 2 1 16 DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 1 2 1 2 2 2 2 3 7 2 2 2 2 3 1 2 2 3 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3f2 3 3 3 4 3 34 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 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,B,M 1 2 1 2 2 2 2 3 1 2 212:2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2jj 1 2 MAXIMUM DESIGN H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 3 4 q PRESSURE FORTH 37.000 RESPECTIVE SIZE 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 7 2 2 2 AND GLASS TYPE IS AB,M 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 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 22223222 3232223232323242333342334353334453344 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2L4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 e PSF 79 TABLE KEY: 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 MAX.PSF 44.000 H,1,J,K,L 222222232223232 ' 42333342 333342334353334453445 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) 118 _ _ _ _ _ RODUC7'REVISOA A,B,M 222222232223232233242333342333342334353334453445 HEAD 2 PSF 79 79 JAMB ABOVE LI 3 "M c d. 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 MTG.RAIL JAMB BELOW 48.000 H,I,JAK,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 8 3 4 5 5 MTG.RAIL I°'"I F 1°��0 h0 A,B M 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3:3:114 2 3:]34 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 8 3 4 5 5 (FULL DP) PSF 72 79 79 HEAD 2 •\aI LYNN Ml(/FR�. `c C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2L34 3 2 2 3 2 3 3 2 3 JANE ABOVE 2 3 �0:.�ENse 53.125 H,I,J,KL 2 2 2 2 2 2 2 3 2 2 2 31314 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 5 3 3 4 4 4 8 3 4 4 5 4 8 3 4 5 8C'R ;Q: o�gp5 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 3 2 2 3 2 3 JAMB BELOW _*: NAB,M RAL 2222222 522233433434233434333533444633464834460'' - d1)S. W= g A NOOPMES 7ros�T °'°"" %°-p' s1 ANCHORAGE SPACING,1/1 WINDOWS PC NOCNANOE871f18SHEET ��N OFLAIIM, 3WO O fl~"�"` pEpryp�yp g rracreAersrzE F.o.Mgxlm ALUM.SINMEHUNGWINDOW,IMPACT [ O8 wNER y OTYM r,.,ose r. — u� ft. — A.LY AMILIE W,P.E. a+Wt axNO MM,FL 81271 VLrl*&ttar. 7/1J.J. T/23O7 SH MO N7S 8 +11 404420 D FL P.E.S 50706 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: WINDOW HEIGHT 1.ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.666 1 52.155 59.865 67.155 74.665 76.000 ® 3-#12 SCREWS ANCHOR TYPEP0Spp Z2c Z O$ ZZ 0 z`2a M ' n co N ^ 4nNc) Z Z r�O Z z M� Z—Zq ONz� 2.ANCHOR LOCATIONS ARE BASED ON THE WDTW GLASS cjQNCIT0- N - � NN UA�WING DIMENSIONS! UUWIDTH YUUU0 § 0 0 C) U $ U UU z HD11/2"MAX.FROM TOP CORNERS JAMBS-17 1/2'MAX.FROM TOP CORNERS C,C!,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 8•MAX.80.0WMTG.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 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3.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 1 1 1 1 1 1 1 ®NOTE 2. 24.000 KI,J,K,L 1 1 1 1 1 1 212 111.212.212 2 2 212 212 212 2 2 21121 2121 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 P 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS 11 1 11 1 221 1 2222222222 222222 2232322232322232322232 ®ARE1"LESS. PSF 66 77 S. 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 1R11 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H I,J,KL 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE 1 1 1 1 _1 1 1 1 _1 2 1 1 2 1 _1 1 1 1 _1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY q g M OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FORTH RESPECTIVE SIZE C,D,E,F,O, 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 37,000 H,I,J,K,L 11 1=1 1=1 222222232223332233333343333233433243443243 AVAILABLE. A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1111 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 2 2 3 3 3 3 T- "2 4L3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2144 PSF 54 79 62 79 C,D,E,F,O, 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 111111 22222223223T3 332233433343333343443343443353 A,B,M 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 11111 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3=3 4 3 3 3 4 3 3 3 3 3 4=3 4 4 3 3 4 3 4 4 3 3 5 3 TABLE KEY: PSF 49 79 1 56 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 44,00p H,I,J,K,L 1 1 1 7 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 6 4 IDP LIMITED) 117 HEAD 3 eODucrRRVISHD 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 o�Flymcwlwm.O ido 1 1 1 1 1 1 2 2 2 2 2=2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 JAMB GBL 3 3 uneinsCoao l L�T ` 106 PSF 45 74 51 74 79 79 JAMB BELOW C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 r ma g8,00p H,I,J,K,L 111 111 22222235 2233343333443344443344444354444354 mC' RAIL 4l0 �� ABM 2 2 2 2 2 2 1 2 _2 2 2 2 _2 _3 2 2 2 2 2 3 2 2 3 2 2 111 111 212 a22253 223334313 33443844443344444 354444364 FULL DP IIiIIII PSF 41 J674 67 76 79 HEAD 2 �a11YNN MI(IFR�i� C,D,E,F,G, 2 2 2 2 3 2 2 _3 _ 2_ 3 3 IT- AOM 3 3 2_ 3 3 2 3_ 3 _2_ 3 JAMB ABOVE 2 2 ;�,to �gNSE H I J K LMTG.RAIL 53.125 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 4 4 3 3 4 4 5 54 35 45 5 4 3 5 *2 2 2 2 3 2 2 3 2 33 3 3_ 2_ 2 3_ 2_ 3 3 2 3BELOW _ No ABM 112222223 S 33334433444444443344544 354 544354 MITG.RAIL = a o . III W. 7. of D NOCNANGE3 iN198FlEET gtP10707ECNNOLOovDaveANCHORAGE SPACING STANDARD VIEW ;�O FLoO°P'#- C MWV&VW0 i0RQTYl6RE87RICT>374YSQ8 NOKOMIS,FL84276 n" F �a rs 7RIc7®syslzE ro,epoc,� ALUMS/NGLEHUNGWINDOW/MPACT ��F'q'c' �NA.LY w' MILL�I�;P.E. J.d 22807 811700 NTS 9 • 1! 4040-2Z1 D FL P.E.#58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS1 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: 17.126 22.668 28.211 33.754 39.298 1 44.839 50.382 55.925 2-114'ELCO SS4 CRETE-FLEX ANCHOR TYPE: NO U O o"O U 0 0 O U I3-#12SCREWS WINDOW GLASS z O zrmO z zMO Z zzMO z ?O z O z-z 2•ANCHOR LOCATONS ARE BASED ON THE FOLLOWING U' N N DIMENSIONS:pU pU8 U p � ppOV?O WIDTH TYPE NppHEAD 1112"MAX FROM CORNERS 19.126 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-17112"MAX.FROM TOP CORNERS KL _.�._.. �.._._.'_ ._Z..-._.2_....2_.__2--_-2--.-.Z-__2_.-.2..._..2_. 2. ...Z--..Z....3.. 2_._.3.. ...3_._.Z. 3.. 3- 3_ ._.3_. 111/2"MAX.ABOVE THE MEETING RAIL 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 6"MAX.BELOW MTG.RAIL 24.000 -._..__ ._ __. ._ ___.________ _....-_.---_..-_- ...._ ..._.._....-. ____-- .._.___.. _.-._....._.._..____ 15"MAX.FROM BOTTOM CORNERS KL 1 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 32.000 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 ..__-.____ VIEW WINDOWS FROM TABLES 7.AND 8.USING THE KL 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 6 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 KL 1 1 1 2 2 Z 3 _-2- _.3...-..3 3_......43 3.....3_._4. ...3_.._4... ._.4_...4.._ 6 _5 _4-.--6.. WINDOWS ARE 12518'MIN.T038"MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 1 79 1 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ARE 40.000 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 1"LESS. KL 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 5 5 4 1 6 B.DESIGN PRESSURE LIMITATIONS: PSF 79 76r7l 77 79 79 79 ®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 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 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM _ _ ___ _ __ DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 1 2 2 3 3 3 4 4 4 4 3 . 5 4 3 5 5 4 5 5 4 8 SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 71 79 73 76 PRESSURE FOR THE 48.000 D,E,F,J, 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� 1 1 1 2 2 3 3 3 4 4 4 5 4 b 5 4 8 5 4 8 8 5 8 AVAILABLE. PSF 71 79 63 79 64 74 88 77 69 89 ® TABLE 7.KEY: 53.125 �D.E�,F.jf_1_2_ 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3L 1 t 1 2 2 2 3 3 3 4 4 4 -5 -4 -5- 8--5 6 6 5 -7 6 5 7 MAX PSF (DP umrTED)j 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HES 2 TABLE B. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE. 12.778 15.776 Is 1111 1.776 24.778 1 27.776 30.776 31.108 ANCHOR TYPE. $0 0 o QQ (FULL DP)HEAD� WIDTWINDH �5" ^ I� " � " " " � " � " � " � N _ JAMB ABOVE 4 19.125 t 1 1 1 t 2 1 2 2 t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL r",7CT 4BVISED Nlocldo 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 wOwlOiUw 32.000 2 1 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 CONo It-1011 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 ® TABLE 8.KEY: r ' 40.000 74 MAX PSF 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP UMITED) 112 44.000 88 78 1 JAMB BELOW1 2 1 1111 I L I I LYNN 2 1 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 1 3 1 4 --5-T-3-T4 5 3 4 MTG.RAIL ,` pN�.••••••.N1l�c ', ae.00072 >s63 2]=�+ 2 2 3 2 3 4 3 3 --4--F--3--]--4— 4 3 4 5 3 4 5 3 4 (FULL DP)e No. 73 ei 72 JAMB BELOW 2 k 53'125 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG.RAL JJ. 1aV7n1 D NOCHANOE87MSSHEET Q•. STAT oA•.;?�,; +a7oTEcxNaLoovoarvE ANCHORAGE SPACING,CUSTOM VIEW - .o'•.,Ftomo J.R. 06n1 C NO CHANOE8 TWSHEET NOKOFAS,FL 84270 F.K 7/nslx e . Ic7>=o9r8a;= F.QB4DI+62Y ALUM.SINGLE HUNG W/NDOW,IMPACT SSIONA-%— .o r ar NWBDMI9,FL au74 yW�,gem,. w4wua a .w, nu,tirra �„ A.LYNkMILLLA,P.E. F.K. 7/J&06 J.J. 2Y=7 8H70D AIT$ 10 • 11 4040-20 D FL P.E.#68706 EXTERIOR INTERIOR ®NOTES: 1.FOR CONCRETE APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-RADE COUNTY ALL HEAD AND SILL DETAIL ) APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3W'. 3.35 KSI MIN.CONCRETE (SEE NOTE 1&3)® 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(GS)OR ®(SEE NOTE 4) (SEE NOTE 2&3)® 1/4'SS4 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE '."13/8"MIN.,114"TAPOON,�E TOTAL THICKNESS IS LESS THAN 1 112". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1-.3/4"MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 12' OPTIONAL 1x C7� - 13/8" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK 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 1/q 1/4" 8083-T6 AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX, MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET SHIM SHIM DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANGiORAGE SPACING FOR TAPOONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 1/4' 1�8„® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4"MAX.SHIM Imo--I MIN. 1/4"MAX.SHIM { MIN. 8•ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION,SECTION 2003.8.4(SUPPLEMENT 2006). CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING® RAIL.(SEE NOTE 1&3)® RAIL.(SEE NOTE 2&3) 3.36 KSI MIN,CONCRETE INTERIOR '-i 1.5 KSI MIN.CMU® (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE(SEE NOTE 4)® (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" MAX.SHIM I 1AX P�I�Da�L�k WOOD FRAME MAXSHIM ODUCTRP.VISBD--WOOD FRAME ftida .131"DIA.MIN. Bcp � E x212"NAIL, .131"DIA.MIN. AT CORNERS x 2 12"NAIL, AND WO.C. M Too t CoxtroAT CORNERS WOOD FRAME AND b"O.C. III 111114" x212NAIL, \�`�Ny LYNN MAX. AT CORNERS `�.r�.••CENSLc •.FR SHIM AND5"O.C. `� '•.,*�� DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) 140-567 TYPICAL INTEGRAL FIN ANCHORAGE ® _ ' Gl I I1F1 uj� JJ. 1Gp7n1 D� NO CHANGES THIS SHEET a..w"" "��•'•. ST t#t€€E^ •�C�� 1o74 TECIH0�00Y pA1VE ANCHORAGE DETAILS O,c"'••.•RLOR\.. C7 JJt OW1n1 C NO CHANGES THIS SHEET NOIWLpq,RL 34476 T Fss' ��?�,• ADDxnec�+ FW uPaeT�sRearneRlom P.O. 1� ALUM.SINGLE HUNG WINDOW,IMPACT FK. 11n&p8 8 App NO 7.UPiN7E Gwrrae A.LYNN MILL''ok P.E. DAN: py; NOKOMIB FL 34474 Wob,(7 Bww FJC 8/Wb J.J. 223A7 Q7/T00 NTS 1 11 +11 4040.20 D FL P.E.#b8706