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HomeMy WebLinkAboutProduct Approval a 'g Docu»ent Tine: Doc No: FRM$1.43 Impact Performance Rev No: 4 , Of: 1 Yxa Certification C.iR71RIC.ATONr. ,.,Q•. Authorization Re rt Regulred By: PRO B1-03 CAR& Product ID Number: 190 - 286 Issue Date: 11/1712014 Revision Date: 11/17/2014 Expiration Date: 10/6/2018 Company Code. 190 This Certification Authorization Report(CAR)is issued by Keystone Certifications, Inc. (KGI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including Installation, condition of the wall/roof substrate and the age of the product and installation components. _ This report indicates the product is eligible for the application of Keystone Certification Program certification labels. = Licensee stipulates in affixing certification labels to products,that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The Information in this report can be verified atwww.keystonecerts com. Licensee Information: Product Information: PGT Industries Model: SH5500 View PVC Imp Single Hung J 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: EM/Ali, GS-5/16"Ann Lami IG Max Width: 52 Max Height: 92 Corresponding Structural CARs: 190-1029.0 Referenced Standard: Product Rating: ASTM E1886-05/E1996-12 Missile Level D,Wind Zone 4, DP=+65/-70, 52x92 Qualifying Test Information: Test Report No: FTL-7954[7955/7956 Test Report Expiration: 10/6/2018 Authorized Signature: Keystone Certifications, Inc. Digitally signed 4y Steven M.Urich 564 Old York Road, Suite 5 pN:cn=Steven M.Urich,o=Keystone Etters, Pennsylvania 17319 certifications,Inc.,ou, 2-.0.0/ email=surich@keystonecertscom,c=US Phone:717-932-8500 Date.2014.11.1715:5023-0500' Fax: 717-932-8501 WW NXEYSTONECERTS.GOM Docunent rias: Doc No: FRM B1-02 Structural Performance R8V N 7 Pagm ' 1 KEYSTONE Certification C41R+fICATIdN�.INC. Authorization Report Required By: PRO B9-03 CAR& Product ID Number: 190 - 1028.0 Issue Date: 11/11/2014 Revision Date: 11/17/2014 Expiration Date: 10/2/2018 Company Code: 190 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc.(KCI)after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on marry factors, including installation, condition of the waJVroof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that Those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered.certified. The information in this report can be verified atwww.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model:SH5500 View PVC Imp Single Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: EM/All, GS-5/16"Ann Lami IG Max Width: 52 Max Height: 92 Referenced Standard: Product Rating: AAMANVDMA/CSA 101/i.S.2/A440-11 Class LC-PG50 1324x2330(52x92)-Type H Qualifying Test Information: Test Report No: FTL-7949 Test Report Expiration:110/2/2018 Authorized Signature: Digitally signed by Steven M.Urich Keystone Certifications, Inc. DN:cn=Steven M.Urich,o=Keystone 564 Old York Road, Suite 5 L +2/ Certifications;Inc.,ou, Etters, Pennsylvania 17319 email=su rich @keysto necerts.com, C=Us Phone: 717-932-8500 Date:2014.11.17 15:55:24-05'001 Fax: 717-932-8501 W W W.KEYSTO NECERTS.COM Docunent Title: Doc No: FRM 8143 Impact Performance Rev No: q Page: 1 Of. 1 KSYSTON Certification CCRre�,cATgNb.tNc. Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 190 - 285 Issue Date: 11/11/2014 Revision Date: 11/17/2014 Expiration Date: 10/1/2018 Company Code: 190 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label'shall be considered certifted. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model: SH5500 View PVC Imp Single Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: EM/All, GS-5/16"Ann Lami IG Max Width: 52 Max Height 92 Corresponding Structural CARs: 190-1028.0 Referenced Standard: Product Rating: ASTM E1886-05/E1996-12 Missile Level D, Wind Zone 4, DP=+/-50, 52x92 Qualifying Test Information: Test Report No: FTL-7951/7952/7953 Test Report Expiration: 10/1/2018 Authorized Signature: Keystone Certifications, Inc. Digitally signed by Steven M.Urich 564 Old York Road,Suite 5 DN:cn=Steven M.Uo=Keystone Certifications,Inc.,ou, Etters, Pennsylvania 17319 email--surich@keystonecerts.com,c--US Phone: 717-932-8500 Date:2014.11.1715:50:00-0500' Fax: 717-932-8501 W W W.KEYS7rON ECERTS.COM oocunentritie: Doc No: FRM B1-02 Structural Performance Rev NO: 7 Pa9w 1 01: 1 KEYSTONE Certification CtR'1'>f 1CAT16N0.INC. Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 190 - 1028.0 Issue Date: 11/11/2014 Revision Date: 11/17/2014 Expiration Date: 10/2/2018 Company Code: 190 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keysbnecerts.com. Licensee Information: Product Information: PGT Industries Model: SH5500 View PVC Imp Single Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: EM/All, GS-5/16"Ann Lam! IG Max Width: 52 Max Height: 92 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG50 1324x2330(52x92)-Type H �- Qualifying Test Information: Test Report No: FTL-7949 Test Report Expiration: 10/2/2018 Authorized Signature: Digitally signed by Steven M.Urich Keystone Certifications, Inc. DN:cn=Steven M.Urich,o=Keystone 564 Old York Road, Suite 5 ► L Certifications,inc.,ou, Etters, Pennsylvania 17319 erp.ail=surich@keystonecerts.com, cd1S phone: 717-932-8500 Date:2014.11.17 15:55:24-05W Fax: 717-932-8501 WWW.KEYSTONECERTS.COM MIAMI•DADE IIlAMI-DADS COUIITY 0 PRODUCT 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 (NOA) ivvr%•.mlamidade.gov/neral PGT Industries /�— • 1070 Technology Drive, Nokomis,Fl.34275 ° ILE OPY SCOPE: This NOA is being issued under the applicable miles 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 atter 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 11570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SGD570-01 Rev B,titled"Vinyl SGD",sheets 1 through 13 of 13, prepared by manufacturer,dated 10/11A I and last revised on 02/04/14,signed and sealed by Anthony L.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: 1. See table 2(sheet 8),table 3 (sheet 9) and table 4(sheet 9)of this approved drawing set for applicable SGD unit sizes,design pressures,reinforcements types, glass types,sill riser(detail sheet 6) and anchors requirements.See sheet(8)for various panels configurations and limitations. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated (Painted or laminated)white Rigid PVC to be labeled per referenced NOA9s) requirements. 3. Egress operable doors must comply 'with min clear width or height per FBC,as applicable. 4. Pocket walls under separate approval,to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and 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#11-1018.19 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 13-1125.05 rrtaru•nan> cautvry Expiration Date: Ardmom,no 01AWf Approval Date: February 13,2014 okt`k Page i ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: �•��� Permit Number: ,y v� RECEIVE Building Permit Application JUL /2 2015 Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential x PERMIT APPLICATION FOR: Window/door PROPOSED IMPROVEMENT LOCATION. ' Address: 5205 Paleo Pines Cir Ft. Pierce,Fl. Legal Description: Holiday Pines S/D Phase 11-13 Lot 348 Map 13/12S or 615994 Property Tax ID#: 1312-801-0151-000-3 Lot No.348 Site Plan Name: Rhodewalt Resd. Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK Replace exsisting windows with same size Impact windows �(p W I v�k�S 4- a- .,S/J �1a..�s [CONSTRUCTION INFORMATION: z, Additional work toe performed under tispermit-check all appy: HVAC 0 Gas Tank ❑Gas PipingOGenerator Shutters Q Windows/Doors 11 Electric El Plumbing Sprinklers E Total Sq. Ft of Construction: NA S . Ft. of First Floor: Na Cost of Construction:$ MOO,d G Utilities. Sewer 0Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name S" r( d-l-yN1N� I �DTI�'C� Name: Address:6-1-05' QA-L&_0 Pir-EES G) o Company: City:" T f)G-P-C-E State: ) L Address: Zip Code: :3 x1 Fax: PA City: State: Phone No. -7 7 2-"S) Zip Code: Fax: E-Mail: Phone No. Fill in fee simple Title Holder on next page(if different E-Mail: from the Owner listed above) State or County License: If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL*'CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: xxx Not Applicable MORTGAGE COMPANY: xx Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: xxx Not Applicable Name: �T M�►� c-LYNJT� 12HCP.EwbT Name: Address:5'2.,05 A6rLe) f'/N C-4,k , Address: City: & L1 City: Zip: 39- 1lS l Phone: 2 'zd 13 Zip: Phone: 1 certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. *ignare of Owner/Lessee/Agent = . Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF The forgoing Inst ent was acknowledged b The forgoing instrument was acknowledged before me this day o 20f� z �'� this day of 20 _by -n 2 N 9 m O� (Name f person acknowledging) (Name of person acknowledging) L a'.. 9.'4" -,-A- A. A U ( ignature of ary Public-State of FI rida) (Signature of Notary Public-State of Florida) Personally Known ORa Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. (Seal) Commission No. (Seal) Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#11-1018.19/#11-0107.04). 2. DraNving No.MD-SGD570-01 Rev B,titled"Vinyl SGD",sheets 1 through 13 of 13,prepared by manufacturer,dated 10/11/11 and last revised on 02/04/14, signed and sealed by Lynn Miller, P.E. Note:This revision consists of series changes,addition of Tan &Brown coated PVC and non- sill riser water rating use and limitations. B. TESTS(Submitted under files# 11-1018.19/#11-0107.04) 1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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 (b)and TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, hie.,Test Report No.FTL 6638 (samples A-1 thru A-22),dated 11/19/10,signed and sealed by Jorge A.Causo,P.E. (The above test report has an addendum letter dated 3-11-11,issued by FTL,signed and sealed by Marlin D.Brinson,P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637(samples A-1 thru A-5)per TAS 202-94,issued by Fenestration Testing Lab,Inc.,dated 12/06/10, signed and sealed by Jorge A. Causo,P.E. C. CALCULATIONS (Submitted under files#11-1018.19/#11-0107.04) 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PGT,dated 02/16/11 and last revised on 3-11-11, signed and sealed by Anthony L.Miller,P.E. 2. Glazing complies with ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0420.06 issued to Vision Extrusion Ltd for their"White Rigid PVC",expiring on 09/30/14. 2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC",expiring on 12/29/16. 3. Notice of Acceptance No. 12-1017.01 issued to Vision Extrusion Ltd for their`Brown Coated (Painted or Laminated)White Rigid PVC", expiring on 09/30/14 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09,per ASTME-84, ASTMD 1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. ( t __ _ C-fit icu� � ��•c k-�-� _ Ishaq I. Chanda,P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14,2016 Approval Date: February 13,2014 E-i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(continue): 5. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass®",expiruig on 01/14117. 6. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours for"Butacite PVB Interlayer",expiring on 12-11-2016. F. STATEMENTS 1. Statement letters dated NOV 14,2013 of compliance to FBC 2010 and"No financial interest",prepared by PGT,signed&sealed by Lynn Miller,P.E 2. Statement letters dated OCT 11,2011 of compliance to FBC 2007 &FBC 2010 and "No financial interest",prepared by PGT,signed&sealed by Lynn Miller,P.E.(Submitted under file#11-0107.04) 3. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#11-1018.19(#11-0107.04),expiring April 14,2016. 2. PGT e-mail dated 02/04/2014 and 11/23/11 by Lynn Miller,P.E. confirming extent of revisions. 3. Test proposal#10-0767,dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10,prepared by PGT,Anthony L.Miller,P.E. C, shaq I. Chanda,P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14,2016 Approval Date: February 13,2014 E-2 GENERAL NOTES:SERIES 570&2770 LARGE MISSILE IMPACT-RESISTANT VINYL REINFORCED SLIDING GLASS DOOR 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. DESIGN PRESSURE RATING IMPACT RATING THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING VARIES, LARGE&'SMALL CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). SEE SHEETS 8&9 MISSILE IMPACT 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR);T=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.090 DUPONT SENTRYGLAS 1-1116"NOM. 1-1/18'NOM. (FORMERLY KNOWN AS SENTRYGLASO PLUSI PVB=.090"DUPONT BUTACITE PVB: 711W AIRSPACE 7116•AIRSPACE GLASS TYPE A;3/16"HS GLASS+,09D"SG INTERLAYER+3116"HS GLASS+7116"AIR SPACE+3/16"T CAP NOTE. GLASS TYPE B:3116"HS GLASS+,090"PVB INTERLAYER+3/16"AN GLASS+7116"AIR SPACE+3116"T CAP 3116•I S GLASS - 9/f8 AN ctgss 6ACKBEDDING GLASS TYPE C:3116"HS GLASS+,090"PVB-INTERLAYER+3116"AN GLASS+9116"AIRSPACE WITH HEAT-MIRROR FILM+3N8" T CAP 3116'Ns GLASS 3116 ' GLASS GLA SURFACES SHALL NOT BE APPROVED BACK13EDDIWGS ARE GE 7700 ARD—DOW-CORNING 995. PAINTED OR LAMINATED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: OUPONT.09o'oEM' INT-11. DUPONT4EXT' Ir'll� 114"ELCO ULTRACON OR 1/4"ELCO CRETEFLEX.SEE TABLE 1,SHEET6 FOR DETAILS. SENTRYGLASS .090'PVB -3116•T GLASS 3/16•TGLASS 7116' 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 8.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED IX NOM 6 NOM 7PAINTED/ AINTE(DASHED LINES)INSTALLATIONS. INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR i GREATER. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 716' I Q 78 79 716" Q 7 9 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. g S I i 1 3 BL GAS i D I 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED, IF USED,NOWSHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX. I I 1 i NOA DRAWING MAP 1/4"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER 7 2 71 2 7 SHEET SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR 3PAINTED/ 3 GENERAL NOTES..........1 AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. GLASS TYPE i4" LAMINATED GLASS TYPE"B" GLAZING DETAILS.........1 SG LAMINATE, SURFACE PVB LAMINATE, ELEVATIONS..................2-4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE INSULATED GLASS(DASHED LNES) INSULATED GLASS HORIZ.SECTIONS.........5 THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6,PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE VERT.SECTIONS...........6 SCOPE OF THESE INSTRUCTIONS. 14/16•NOM• ACCESSORIES...............7 DESIGN PRESSURES....8-9 9116'AIRSPACE 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. 3116•ANGLASS EXTRUSIONS.................JO PARTS LIST. .,.11 13.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 3116• ...."'•'•"""HS GLASS- CONFIGURATIONS........3 2 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. HEAT-MIRROR FILM PANEL TYPES................13 THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE 4EXT. INT.) EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DUPDNr.o9o'PVB 3/1e'1 GLASS 7/16" fRBEUCT bLwvI%w 9)SHUTTERS ARE NOT REQUIRED. NOM 7 PAINTED/LAMINATED .np�1�f Wllb the FlorWt URFACE(DASHED 718' I a I 80 LINES) 9=�Na)3-fl2St9s 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.MAXIMUM OF(6)EIGHT PANEL GLASS 1 6 �+ I(o CONFIGURATION FOR FRAME HEIGHTS UP TO 98"OR(4)FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96"AND UP TO 120". BrrE I 3 11)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA-10.002-792(A)&10.006-10231;CAMBRIDGE 535753-09;ELCO ULTRACON PER CURRENT NOA; 71 2 I 1 7 ��Bti nMMCu*nl ELCO CRETEFLEX PER CURRENT NOA;VISION EXTRUSION,LTD:WHITE RIGID PVC PER CURRENT NOA,VE 1000 TAN 202 AND LIGHTER SHADES (NON-WHITE)RIGID PVC PER CURRENT NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC PER CURRENT NOA; GLASS TYPE"C" ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL PVB LAMINATE,INSULATED 12)THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS,(SG)INTERLAYER.UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE WITH HEAT-MIRROR FILM PREVIOUSLY KNOWN AS THE 2870 SERIES. GLASS INSTRUCTIONS: 1 RwgSr mta Rowan: 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE `�`� a.(LYNN Ml/ �i�� SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR GLASS TYPES B ;`�T�.��OENSF...�F� �i� J.J. 10/11/11 FBC 2010 CODE OR C.USE TABLE 4,SHEET 9.FOR GLASS TYPE A,USE TABLE 3,SHEET 9 IF THE REQUIRED DESIGN �'; *% Row*dBY.' Ata ; PRESSURE IS ABOVE 80 PSF,OTHERWISE USE TABLE 2,SHEET B. �c: No.58705 J.R. 11/05/13 RENAMED 2870 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL = PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. - !. G ® t w4d_ O "" 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, :'0 �`�+��� i GENERAL NOTES&GLASS TYPES J ROSOWSKI ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. ���'•. s7 TE \�; 1070 TECHNOLOGYDRNE itea ata 4)FROM THE DESIGN PRESSURE TABLES(TABLES 2-4,SHEETS 8&9),VERIFY THAT THE REQUIRED DESIGN % .�` '•. FLORLpP'� �` N.VENlcE,FL9/276 VINYLSGDINSTALLATIONGUIDELINES 11/18/10 5)INSTALPRESSUL AS PER THE INSTRUCTIONS ANDDETAILS E IS MET OR EXCEEDED.USE THE RONUSHEETS 2-7.ANTITIES HOWN. ���'\ ONAL ''� NOKOM(8,FL 34274 gyp; I_n erode onwwN. Rer. 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET I. A P Ely#��o�P E CERT.OFAUTIL H2928e 570/2770 1 NT$ 1 OF 13 MD-SGD570-01 B 2-TRACK CONFIGURATIONS - OCTAL C2 B' HISSHEE 8'MAX• MAIL.• DETNL C MI5 SHEE DAYLIII OPEN910(DLO)FORMULAS ANCHOR APPROX.B'. WID N:PANEL WIDTH•&8118 ANCHOR ' NONSTRUCTURAL F.-- DETAIL A DE iaa B DET L B2 DETAIL D HEIGHT:PANEL HEIGHT-S-9118• LOCATIONS FOR -+{ I THIS SHEE HIS SHEE tr IS SHEE TMS SHEE DETAILA LOCATIONS FOR (EXT. i BYPASS (HEAD6SILL) ---•L--- PANEL HEIGHT-FRAME HEIGHT-2S- POCKET CONDITIONS. CONDITIONS. 21.8• •+ ANCHORS INTO MAX. - - - - - - : PANEL WIDTH 12•MAX O.C. P-HOOK. O.C. DAYLIGHT DLO-►I OPENING WIDTH • pETAM1 DAYLIGHT t ACCHORQCENTER ABLE tACCHOR@CEETEROFABLE / HEIGHT DETAIL Bi EACH PANEL.SEE TABLES DETAIL(iiEACH PANEL.SEE TABLES SHEET HEIGHT ONSHEETSB69. EXT-TeONSHEETS869. DEI9SHE W OR'O' x 3.219•MIN,o.c. PANEL TYPE PANEL TYPE _ 2 ANCHORS,C CENTER OF 2 ANCHORS®CENTER OF POCKET DETNL EACH PANEL SEE TABLES ON pELBL G2 EACH PANEL.SEE TABLES BY DETAIL ETAIL SHEETSS89. - • ON SHEETS 869. OTHERS SHEET SHEET �'V 4•MIN.O.C. (UNDER PANEL 4•MIN.D.C. SEPARATE a a DETAIL 3 HEIGHT CLO 3APPROVAL) GHrEr L 219•MW.O.C. — DETAIL / CLUSTER OF 3 CLUSTER OF 3 SHEET ANCHORS®STILE ANCHORS Q STILE INTERLOCK / DETAIL CI INTERSECTIONS. DETAIL INTERSECTIONS.SEE I SHOWN I 1 EXi.� SEE TABLES ON TABLES ON SHEETS 869. rt OF _ �y OF SHEETS 668. EXT• .•'.. .,• PANEL PANEL B'MAX. (Q HEAD 4'MIN.O.C. 6 SILL) O.C. 8•MAX) _ W MAX., ll 4'MIN.O.C. (HEAD S SRL) F� '" --- - FFF���" Dema C2 D 6 SILL) (HEAD LL E1AR 02 CLUSTER OF 6 ''�''' ' THIS GHEE DET LF .. .. :••...•.:.'•'. CLUSTER OF 6 ANCHORS ANCHORS I STILE ®STILE INTERSECTIONS. DETAIL G DETAIL 1 - THIS SHEE 2.375'71?. INTERSECTIONS. DETAIL 2 MS SH 38M YRtIDUCT ki with the SEE TABLES N C� • BEE TABLES ON SHEETS DE7All EXT:I SHEETS 869. EXT•19 • 868' �ryL/ SSHEE rarNCod„v0h the FloHAs _ C3+1 ANCHOR CBr2AIONS Al"ptswidinttN 3219•MIN.O.C. ..4'MIN.O.C. CONFIGURATION SHOWN; G(SEE APPLICABLE LE TIP Aspinti a No Z ' 8-MAX 8•MAX (SEEAPPUCABLEDP -- (SEEAPPLiCABLE DP Es/inHo�Dsp 41-EAD(TO END OF —(TO END OF TABLES 2,30R 4) H TABLES 2,3 OR 4) 4[ ATTACHED JAMB ATTACHED JAMB NOTES: t7gdi GNnI 1)FOR CONFIGURATIONS,SEE SHEET 12. DETAIL D DETNL 1 ANCHOR® 2)FOR ANCHOR EDGE DISTANCE AND ANCHOR® SILL ENDS. EMBEDMENT,SEE TABLE+SHEET 8. EXTENDS. EXT. 3)DAYLIGHT OPENING(OLD)FORMULAS: WIDTH:PANEL WIDTH-8.9118' NOTE SEE TABLE 1,SHEET B FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT:PANEL HEIGHT-8-8116• X111 LY 1/i R.Nsedor.. Darr. RMslaa: 1.t25 JnMB �� ONY Nly A���li,��, J.J. 10/11/11 FBC 2010 CODE 1.000• : Q*,. LICENSLc''.c�.p % Rwhad BY: Dain: RaWskm No.58705 `*' J.R. 11/05/13 CORRECT DLO 1.375 DBM18l' .190 Z y :,a= ANCHOR LOCATIONS(2 TRACKS) J ROSOWSKI EXiV .500' ��T•••, STA E F` lV�� 1070 TECHNOLOGYDRW 71b: Oslo. IXT•'� 7.000' %,F '•.;2ORIDP ��,� N.VENICE FL109 P.O.eox 1x29 VINYL SGD INSTALLATION GUIDELINES 11/18/10 ,,S1 ....., •• G�� WEEPHOLE PATTERN Q 24°O.C. WEEPHOLE PATTERN @ SILL ENDS NOKOM14 FL 34274 Q bwxfy,. Sroofi WawLpMa Ror aLN11NMaeeh;�.E. cErtr.oFau7N.az9zee 570!2770 NTS 2 OF 13 MD-SGD570-01 B P.E.N 68705 3-TRACK CONFIGURATIONS APPROX.B', DETAIL D TAIL B1 DETa-C1 DETAIL 2 DETAO.C DETAIL NON-STRUCTURAL�{ I.- NINE iMS SME THIS SHEE i7SHE SSHEE THISSHEE (HEAD&91LL) I LT --_____-__ _.__ _--_ 8'MAX. MAX �. - -- ---- ANCHOR ' - OETAIL E ANCHOR DAYLIGHT DEiaLA ANCHOR AEXT. LOCATIONS FOR OPENING ,�. .� LOCATIONS FOR BYPASS WIDTH POCKET CONDITIONS. CONDITIONS. 2t.8' DETaL ANCHORS INTO MAX. SHEET :. P•HOOK. O.C. DETaL 12•MAX.O.C. : THIS sHEE )('OR'O' 'X' W OR'O' PANELTYPE PANELTYPE PANELTYPE 1 ANCHOR@ 1 ANCHOR@ POCKET DETAIL 1 CENTER OF EACH DETAIL GI CENTER OF EACH BY SHEET 61 DETAIL 61 PANEL.SEE TABLES 0 PANEL,SEE TABLES OTHERS TAIL ETaL - �`. CNSHEETSS&9. EXT.v ON SHEETS 839. (UNDER • SHEET 6HEE7 OF 4•MIN.O.C. SEPARATE DETAIL 3 APPROVAL) 1 . ASTRAGAL INTERLOCK // snEEr SHOWN SHOWN 2 ANCHORS @ 2 ANCHORS @ CENTER OF D`rr�' DAYLIGHT 4.7Tf CENTER OF EACH DETAIL O•C.PANEL.SEE TABLES DEraL G2 • EACH PANEL.SEE TABLES • SHEET HEIGHT -- ONSHEETS8&9. EXTV ONSHEETS8&B. 1 • OF OF EXT. OPENING V - . . PANEL __ ____ _._------ PANEL WMAX. 3219`:::C. 4'MIN.O.C. _. (�SHEAD CLUSTER OF 3 :..:, ..,ANCHORS @ STILE CLUSTER OF 3 W MAX.OEINTERSECTIONS. ANCHORS @ STILE Ir-- DETAIL • (HEAD&SILL)— --•_ •'-'• •_•_ WMAX., EXSEETABLESON INTERSECTIONS.SEE DE7aL G1 DETAIL H2 DETAIL DETAIL G2 (HEAD&SILL) SHEETSB&9. F-11-V TABLES ON SHEETS 8&9. iHI96HEE THI9 SHE. THIS SHE MISSHEE DEiAa F � T10SSHEE . .C. 3.219'MIN.O.C. C5+1 ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGURATION SHOWN;(SEE APPLICABLE OF SHOWN;(SEE APPLICABLE DP 4'MW.O.C. TABLES 2,3 0114) TABLES 2.3 0R 4) 4*MIN.O.C. nwauLrkgvow _ CLUSTER Of b DeraL H2 Jggwii ' 4.78• S7 LE AMIB ORS @ CLUSTER OF b ANCHORS 1.125--,lA, -hr O.C. MITERSECTIONS. 2.376'TYP. @ STILE LFS ON S14EET S.SEETASLEBONSHEE79 M SEE TABLES ON 8&8. 1.000' (�` D(T.w SHEETS 0&9. EXT.'7 .• ( K r1 L GntAl` DETAIL C2 (3.219'MIN.O.C. 3218'MIN.O.C. WMAX. WMAX 1.37 O END OF (TO END OF (TO TAND OF MB ATTACHED JAMB .190' .5or �'� EXT.r 1.000' DE7aL ID DETA0.F 1 ANCHOR @ - 1 ANCHOR @ SILL ENDS. EM HEAD ENDS. EXT.r W POLE PATTERN @ 24"O.C. WEEPHOLE PATTERN @SILL ENDS LYNN i Ra*WW. DAW Rm bw.. J.J. 10/11/11 FBC 2010 CODE NOTES; =* No.58705 * J.R. 11/05/13 DETAIL E 1)FOR CONFIGURATIONS,SEE SHEET 12. orewn87: 2)FOR ANCHOR EDGE DISTANCE AND EMBED OPENING TABLEISHEET ERMULAS: ST T��•., �- I`7 W; ANCHOR LOCATIONS(3 TRACKS) J ROSOWSKI WIDTH:PAN OHT:PANELL Hrdm Date., ELWIEIOHT•&BH8• i �•`.' F,ORIDP.•'G 10 N YEN/ F1�.�2 E 4)PANELHANELHFRAMEHEIGHT-2b' � `s/O E��`� P.O.Box X�Tt.�r� VINYL SGD INSTALLATION GUIDELINES 11/18/10 AL4NNAd�L`E1R,P.E B smsn7oaa swtr 8n•or --ftNa rB EJI68N .oFwrtt,Ina29e570/2770 NTS 3OF13 MD-SGD570-01 4-TRACK CONFIGURATIONS APPROX. DET A L DETAIL DET L cz DE7aL C1 DETAIL B21 DETAIL D NONSTRUCTURALTHISSNE- THIS SH THI96HE TH189MEE THIS SHEE THIS SHE (HEAD&SILL) 11 1 1 9' ff 8'MAx. MAX. -- --- TANC DETAIL ANCHOR DETAIL '> LOCATIONS FOR -i OPENING WIDTH _-- - - - -- !•. DAYLIGHT LOCATIONS FOR /EXT. BYPASS /EXT• POCKET .; CONDITIONS. DETAIL CONDITIONS. 21.8• SHEET ANCHORS INTO MAX. . +If DETAIL E 12'MAX.O.C. P-HOOK. O.C. ' . THI98HEE 'X'OR'O' 'X' 'X' 'X'OR'O' PANELTYPE PANELTYPE PANELTYPE PANELTYPE OETAILG POCKET • DETAIL'I ETAlL2 ETAIL2 1 ANCHOR® 1ANCHOR TOCENTER OF E�.•�. BY • SHEEi SHEET BNEET CENTER EACH OTHERS DETAIL B1 EACH PANEL.SEE PANEL.SEE TABLES I - TABLES ONSHEETS 889. ONSHEETSS89. (UNDER QUAIL E%Tr WRA SHEET INTERLOCK ASTRAGAL INTERLOCK ' SHOWN 8140W1 / SHOWN DAYLIGHT 2 ANCHORS@ DETAIL OPENING CENTEROE q•MIN.O.C. • ) SHEET ) HEIGHT &46.76'EACH PANEL. 2 ANCHORS(d1 CEMER OF 2 .SEE TABLES OETaL GZ EACH PANEL.SEE TABLESON SHEETS ONSHEETS889. • OF _________ ___..__._. qOF EXT.v880. E%T'r P EL MAX PANEL (�H EAD 3.210'MIK O.C. 6 SILL) - 3.219'MIN.O.O. Il-MAX, CLUSTER OF 3 (HEAD&SILL) 8'MAX., OE7aL 1 ANCHORS GF STILE CLUSTER OF 3 DE7aL G7 DETAIL DETAIL H1 DETAI G2 (HEAD A SILL) EXT.' INTERSECTIONS. ANCHORS®STILE IS SHEE IS SH TT03S TNISS DETAiLF SEE TABLES ON INTERSECTIONS.SEES -J THI93H SHEETS 88 B. DETAL 1 TABLES ON SHEETS 859. CS-1 ANCHORCONFIGURATION C3+2ANCHORCONFIOURATION . .. EXTIV SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP 3218'MM.O.C. TABLES 2,3 OR 4) TABLES 2,3 OR 4) 4'MIN.O.C. MiODUCP 1oam 4'MIN.O.C- JAMB •w1bIK with Uk F7m10W CLUSTER OF 6 DETAIL 2 1 128 _ ANCHORS STILE CLUSTER OF b �N• t� 4.76' INTERSECTIONS. ANCHORS OF 1.000' 1Sf�in1Y/D/Lie O.C. SEE TABLES ON 2.375'TYP. INTERSECTIONS. h a SHEETS889. SEE TABLES ON VII GM SHEETS D 8 9. DETAIL C2 E%T•r 1.976 EXT:I 3219'MIN.O.C. - 'MA MIN.O.C. \ .600' 8'MAK S'MAX .190' 1 O END OF EXT. ATTAICH DFJAMB ATTACHED JAMB S 1.000' DEiaL FXT.T1 ANCHOR@ WE AP, LE PATTERN Q 24'O.C. WEEPHOLE PATTERN @ SILL ENDS DETAI 1 ANCHOR® ` SILL ENDS, EXf.'I ' HEADENDS. ``\\\ON.(LYNN���////', RMatlBA• Daron: : R.NWb 4���sF .,�F� %� 10/11/11 FBC 2010 CODE a;' * Rnf&W .. Dal« Re4bx No.58705 J.R. 11/05/13 DETAIL E ES y��� 0CONFIGURATIONS.SEE SHEET 12. "'�'�� - ® D-apff- Drown or- 1) 2)FOR ANCHOR EDGE DISTANCE AND Z y!.� �` ANCHOR LOCATIONS(4 TRACKS) J ROSOWSKI EMBEDMENT,SEE TABLE 1 SHEET 8. 3)DAYLIGHT OPENING(OLD)FORMULAS: �'•, STA E F �! WIDTH:PANEL WIDTH-8-9110' �i'� FCORIOP,•'• ��� 1070 EONNOLOGYDRI� � tea: HEIGHT:PANEL HEIGHT-8.9!18• �,/c°SS•••. ••� \\ raBoxlb2e VINYL SGD INSTALLATION GUIDELINES 11/18/10 4)PANEL HEIGHT-FRAME HEIGHT-2.6• / CONAL 1T\\ NOKOMIs,FL 64274 S+akallHOJa1: Syp; 86oet DmvJrg Na Ror. A L4P.EN587 P.E. �AUTH 570/2770 NTS 4 OF 13 MD-SGD570-01 B P.EJi b8706 DETAIL 1 IDETAIL 2A DETAIL 213 WELINTO MASONRY ASTRAGAL INTERLOCK 1XOR2XWOOD BUCKSTRIP,SEE CONCRETEICMU TMP•ANCHOR TYPE,EMBEDMENT AND EDGE REQUIRED IF DOOR NOTE 4,SHEET PERANCHOR DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 8 HEIGHT IS OVER 98' REQUIREMENT EDGE 35 ASTRAGALADD-0N CONCRETFJCMU DISTANCE 6 9 9 e PERANCHOR 1 •: •. ..d.::, NONSTRUCTURAL ASTRAGALAOD ON REINF. REQUIREMENT L'T T ANCHOR EMBED +' 4G N10X2-1/Y SMS 5 q — p . LES.. • REINFORCEMENTSCRE� Ra. • EMBEDMENT •••:�• :.!�;," O OPTIONAL PERASTRAGAL, 1p111rB1>lI9P' S9 EQUALLY-SPACED AND 7' UUU FROM ENDS(FACTORY ��1 v v d TYP.ANCHOR TYPE,EMBEDMENT 1lIV 8 e •: MAX ty INSTALLED} q �,O 6 .•. AND EDGE DISTANCE PER q p n SUBSTRATE,SEE TABLE I.SHEET 6 35 7 8 8 10 INTERLOCK EDGE POCKET AST e EXTERIOR 95 BOX SCREEN Q .; DISTANCE RAGAL � P•HOOK LOCKSTILE FOR PANELWIDTH PANEL WIDTH loo 114'MAX. LOCKSTILES, © DOOR FRAME WIDTH TYP.ANCHOR TYPE,EMBEDMENT FIXED IDTH ASTRAGALS, DOOR FRAME WAND EDGE DISTANCE PER STILES AND 114'MAK� gg SUBSTRATE,BEE TABLE I,SHEET HORIZANTA /�� 1 -1— —i' RAILS ' �/ 1 1 0 T �� SEE EDGE �J�I EDGE NOTES DISTANCE ("1 @8X 314'SMS REINFORCEMENT eq o o p •,�.'�•'•DISTANCE 388 BELOW •••LVVVI SCREW;3 PER RAIL,LOCATED AT CENTERLINE AND 9•FROM v o Q ENDS(FACTORY INSTALLED) 2318'ROW b •' t 2318'ROW FOR TYP.ANCHORTYPE, SPACING 6 p ��". 8 INTERLOCKS EMBEDMENT AND EDGE o 7,SPACING DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEET 8 !I(OYUOT KtV"D c ;. ..• EMBED. ��1ptAYW IYtMW EDGE '� d MENi '` pis",/, Z1�CS DISTANCE FIXED PANEL CLIP AND ANCHORS.SEE :C6NCRETEICMU L»If� DETAIL SHEETI 18 STANDARD SCREEN PERANCHOR 2XWFRAMIN KSTRIP EMBEDMENT FIXEDSTILE 111 I " REQUIREMENT ��DM oRtwIMINo,SEE EXTERIOR --i I-—ta•MAX TYP.ANCHORTYPE,EMBEDMENT 2XWOOD BUCKSTRIP PANEL WIDTH NOTE 4,SHEET 1 AND EDGE DISTANCE PER SUBSTRATE, OR FRAMING,SEE _ EDGE BEE TABLE 1.SHEET NOTE 4,SHEET DETAIL 3 DETAIL 2BI DETAIL 3 DISTANCE INTO WOOD INTERLOCK INTO MASONRY NONSTRUCTURAL ANCHOR EMBED- 114• MENT MAX 7� NOTES 11111 I _ CONFIGURATIONS. 2,3 AND 4 TRACK , I/,,, R ^"B' am Rmuum 1)DETAILS APPLY O OPTIONAL 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION d SPACING. `�� 'C'j•,:'��pEkStc '•�F+Q ��� J.J. 10/11/11 FBC 2010 CODE 4 P•H) . OK o 3)SEE TABLES 2.4 FOR REINFORCEMENT Q�;' RUNnWAr. DOW Rrvkbn: REINF- REQUIREMENTS •'• PLATE(12'LONG,(pj 4)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED � No.58705 — J.R. 11/05/1.3 /A THIS SHEET PANEL MIDSPAN AT ALL FRAME ANCHOR LOCATIONS. 7, 48 P-HOOK 8)PANEL WIDTH ODES NOT INCLUDE INTERLOCK OR — ® Dosalpf c q0 O' PLATEMs; POCKET o EXTERIOR B�LRALRALADD-EMENT6AREAPPROxIMATELY7HE ;�,aVITIY �� HORIZONTAL INSTALLATION DETAILS JROSOWSKI R10X1-If4' P-HOOK n FULLLENGTHOFTHEEXTRUSION•REFERTOTEST O ;'��\ 1070TECNNOLOOYDRNE TNS D,I� (6)®2.618.O.C. cv7 REPORTS FOR EXACT DIMENSIONS. �� •' k�ORIOP••''(� N.VENICE,FL 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL1 ��IONA��;, Aa BOX I&V NOXOMS FL 34274 R, a; D„� ender DawigNa R.r INTOWOOD A.LYflISA(I�lFl3,P.E. CERT,OFAWH,p232BB 570/2770 NTS 5OF13 MD-SGD570-01 B P.E.868706 DETAIL 4 INTO MASONRY DETAIL 4 DETAIL 4 DETAIL 4 1XBUCKSTRIP INTO TYP.ANCHOR ANCHOR TYPE,EMBEDMENT AND INTO MASONRY I TYP,ANCHOR TYPE,EMBEDMENT AND INTO ALUMINUM EDGE DISTANCE PER SUBSTRATE, MIN.HEA KSICONCRETE® EDGE DISTANCE PER SUBSTRATE, TYP,ANCHOR TYPE,EMBEDMENT AND SEE TABLE 1,SHEETS HEAD PERANCHOR SEE TABLE I,SHEETS TYP.ANCHOR EDGED STANCE PE,EMBEDMENTSSUBSTRATE, EDGE DISTANCE PER SUBSTRATE, REQUIREMENT,SEE 23/8• EDGE DISTANCEPR8U8STRATE, SEE TABLE 1,SHEETS EDGE 118'UMSU SUBSTRATE TABLE I,SHEETS ROW SEE TABLE I,SHEETS 24 EDGE I DISTANCE ALUMINUM SUBSTRATE SPACING EDGE _J 2yg• ROW DISTANCE I DISTANCE 'lI EDGE .� ,.. DISTANCE - ROW �SPACINO EMBED. ,' .. SPACWG .. MENI:''ti• •.o; >.e.' U tJ EMBED- p' ' 8 MENT 114• 8 MAY 18 8 MAX, 8 MAX. ME7 TO TRANSFER LOAD IMPOSED ON THEM NED 1 100 TYP.ANCHOR TYPE,EMBEDMENT AND 1X OR 2X 40 PBX3/4'SMS EDGE DISTANCE PER SUBSTRATE, WOAD REINFORCEMENT SCREW; TABLE i.ANCHOR TYPES: SEE TABLE I,SHEETS 18 GA STEEL STUD ORA38 7 90 7 PER STILE,LOCATED AT BUCKSTRIP, 8 EDGE STRUCTURAL STEEL SEE CENTERLINE AND 6•,9'& Minimum T1w DISTANCE SUBSTRATE 170 NOTE 4, 3 12'FROM ENDS(FACTORY Typo Substrate Anchor Embedment SHEETf FOR INSTALLED). Y12 Sheol Metal Sorer(06) 1318° 130 LOCKSTILFS, P.T.(BGSout-.85) 1/4' J� Q ASTRAGALS, Q (SG=.65� 1/4'Eko WreCon 1-1/TEXTERIOR FIXEDD RES 79 AND A 1/,°Elco Crete-Flex SS4 1-112" 8 HORIZONTAL Aluminum,61103.76 min. 012 Sheol Motet So—(05) 0,426'RAILS Steel Stud,Or.33 min. 012 Sheol Meted ScrOrr(GS) 1Bga(0.0451") A36 Steel 012 Sheol Metal Screw(GS) 18ge(0.04511 1/r DETAIL 4 SILL RISER VARIES B P.T.Southern Pine(SG=.55) 012 Wood Screw(05) 1.318" 3/4' WITH REQUIRED INTO STEEL © POSITIVE DESIGN Concrete(min.2.7 ksl) 1/4'Elco UltmCon 1-w 1" METAL SUBSTRATE DETAILS SHOWN FOR HEAD PRESSURE.SEE TABLEConcrete(min.3.35 kel) 114'ElcoOrate-Flex 684 1314" 1' (SIMILAR DETAILS APTLY TO FRAME JAMB) AND SILL N FRAME 9SEENOTES A,SHEETS 8&0. O HEIGHT, PANEL 19 SEE HEIGHT3&0 wr unproutotl CMU,Jambe Only 1/4'Elco 1111reCott 1.114" 1' TABLES BELOW 18 ((ASTM G110) 114°Elco Crete-Flax 864 1.114" 1314• 2,3&4 FRAME 17 O Concrete(min 2.7 kei) U4'Elco UIImCon 13/8" 2.1/2` rf W DUCT 1tYN,Ap HEIGHT- 0. tim FW 2.1/2' 4518• Concrete(min.3.35 ke1) 1/4'Elco Crele.Flox SS4 1314" 2.112" Belit4Case 78 RISER 4.1116' D Atepelle 3-1re Ungrouled CMU,Jambs Only 1!4°Elco tBtreCon 1-114" 2-112" a 4 a RISER RISER (ASTM GSD) 114'Elco Croce-Flex 884 1-1/4" 2.10 a 8 12 3 NOTES ILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 122 9 1 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 12 13 49 9 4)CONTINUOUS ANCHOR PLATE,REM N8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. �7 tOt t0 � 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON, 15 U 2 O IU 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO T TEST REPORTS FOR EXACT DIMENSIONS. 8 141116' dam® 6r Dara R�wwn GROUTA6 ' J.J. 10/11!11 FBC 2010 CODE 114',r ...•,•;. .•o,+. NEEDED, �1/4' MAX. °'E1�9EDh1El4�".° �+ '.::.R SEE E MAX. :�;' V •,.*% R.,WdW. Data: Revlafm: +,• ir.. •..,•. NOTE S, _ �,.d MIN,2.7 KSI SHEETI =�r Na.58705 J.R. 11/05/13 /A THIS SHEE CONCRETE® - -• DrOM er. EDGE 61LL PERANCHOR 2X WOOD BUCKSTRIP EDGE 0 �� DIsrANDE REQUIREMENT, ORFRAMING,SEE —DISTANCE •,a� ! ; VERTICAL INSTALLATION DETAILS J ROSOWSKI NOTE 4,SHEET 1 TA" 0 TYP.ANCHOR TYPE,EMBEDMENT SEE TABLE I, TYP.ANCHORTYPE,EMBEDMENT 1070 TECNNOLOGYDRNE Tela Date: AND EDGE DISTANCE PER SHEET 8 AND EDGE DISTANCE PER Q p \_�� N.VENICE,FL 34275 SUBSTRATE,SEE TABLE I,SHEETS DETAIL 5 DETAIL 5 SUBSTRATE,SEE TABLE I,9HEET8 '��`s•.FcoRfo,, \�`� P.O.BOX 1520 VINYL SGD INSTALLATION GUIDELINES 11/18/10 INTO MASONRY INTO WOOD ' S�ONAL 1�7� NOXDMl3 FL S42TA Be,ry ,r; amm: BAoot DraaLp7Na Rer, A.LI�NNINILL�k,P.E. CERT.OFAU7H.X28288 570/2770 NTS 8 OF 13 MD-SGD570-01 B P.E.H 68706 1)INSTALL2)INSTALL HEADER BLOCK TO HEAD (6)ANCHOR CLIP INTO CLIP INTO ATTACHMENT HEADER JAMB TO HEAD �oTYPE AS USED PANEL%, FRAME INSTALL ONE BLOCK AT BLOCK 50 ASSEMBLY IN INSTALLATION, STILE ° JAMB& EACH INTERLOCK. O TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL (3)#10 X ° SEE ONE BLOCK THAT 1.51SMS ° TABLE 1 SPANS BOTH PANELS. q o s i (3)#8 X 1" O a❑ ° MS o FIXED PANEL - 1449 FIXED 58 INSTALL ONE CLIP AT THE MIDSPAN PANEL OF EACH FIXED PANEL-TO-FRAME (2)1/4"x 20 x 2-1/4" CLIP JAMB LOCATION. THREAD-CUTTING el (2)#8 X 1" �� - SCREW 0 PLATE COVER® \ TABLE Y, REINF.PLATE® (@#10 X 2"SMS(4) SHEETS X 1-3/4"SMS 8 10 KEEPER JAMB TO P SILL ASSEMBLY KEEPER TO JAMB LOCKING JAMB d \\ MB ATTACHMENT REINFORCEMENT PLATE SHOWN Da FOR DOORS OVER 96'.10 ANCHORS(d) 10 KEEPER 3',8",9",12",&46.5 NOTES FROM EACH END I@ RI89UCrk""a 1)DETAILS APPLY TO 2 S AND 4 TRACK CONFIGURATfONS. P 0Nm j Cede 2)SEE SHEETS 24 FORANCHORREINFORCEMENT REQURCI E /6 9)SEE TABLES 2-0FOR REINFORCEMEM REQUIREMENTS. � 4)CONTINUOUS ANCHOR PLATE,ITEM 98,IS REQUIRED AT _ INTERLOCK NF. ALL FRAME ANCHOR LOCATIONS. �� ' 68(4)#10X 0, C.ti Gmvd COVER 2"SMS INTERIOR a I i EXTERIOR INTERLOCK REINF.® I I I I I I I BOTTOM RAIL a, PLATE ��� (LYNN M� �i, RovbadBy. pro: RMvbn: 11 SUPPORT #10 X 2-112" ���p� . ((F i,� Ems , ''�caNSF' P J.J. 10/11/11 FBC 2010 CODE 1 d "� �:' R vfwd9y^ D fa. Rrvw m. (2)#10X1"SMS '•.•r'c THROUGH SUPPORT,. `*; No,58705 J.R. 11/05/13 /A THIS SHEET INTO PANEL / � olovxz°sMs PANEL - z ( ACCESSORIES INSTALLATION DETAILS ROSOWSKI INTERLOCK SILL RETAINER ''• ST TE F CLIP ATTACHMENT ASSEMBLY %�t�''•. F(OR1OP,•''�\_;` 1070T ECHNOL GYDR E TWo: D fm ALL PANEL CORNERS WELDED, '.,FSS,'" "' .� P.O.BOX L3 VINYL SGD INSTALLATION GUIDELINES 11/18/10 INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS ��,��ONA''1�1 `��� NOKOMIG,FL 94274 SadmUdef: A.L�I+�I+,1II.1.ER,P.E. CERT.OF AM,628280 570/2770 NTS 7 OF 13 MD-SGD570-01 B P.E.k 68)06 TABLE 2: TOTAL#OF ANCHORS CLUSTERED ��``�pNY LYNN .1:EA THROUGH THE HEAD 8 SILL AT EACH PANEL �``�`�,••• t �S•������ Series 570 2770 Anchor Quantities and Desin Pressures MEETING POINT.(EX FOR C3+1,3ANCHORS * F '•,F g REQUIRED AT PANEL MEETING POINT AND 1 3119'HS GLASS+bW ANCHOR REQUIRED AT MIDSPAN OF PANEL). _ N0.58705 ••'•�" SGOBERWYER+3118• FRAME HEIGHT(IN) H9 GLASS,7116•AI+ '•"D VL , ANCHORAGE TYPE PER SUBSTRATE SPACE+3f16•TM CAP 8-PANEL MAXIMUM CONFIGURATION 4-PANEL MAXIMUM CONFIGURATION REQUIRED TO ACHIEVE THE DESIGN 80 84 9e 108 120 PRESSURE,USING THE ANCHOR '�.� S7 TE 6666E r •14/1 QUANTIES LISTED BELOW.SEE �0ORIDP,.•' TABLE 1.SHEET 6,FOR COMPLETE iiS10"'. G\ m¢ m m g U 13 ¢ m U 10 m¢ m m 00 1 0 °�¢ m C3 .0 m¢ m 0s m U 1 p ANCHOR LIMITATIONS. ',0NAL NOM. 8 9 8. a R 8 & & 8 a' 9 R g 8 & A t3. 18 a $. �$ {a 8 11 IM96'.E. A A A A T T a T A �. IS A A A A A A YS A.L1P.E i+(I 87W PSE. is PANEL FRAME r H t- fy�< 91gR}h� F�` F- h fgggg �h �f ,�' I- I- r h ter¢¢ r ��' TABLE KEY: NOM. P.E.968705 W SIDE p �d 3 � d '$ d g < 8m A x m s- 23f Hoed a fico c3+1 o;D Head 8 SIR C3+1 p+1 03+1 C3+1 4C3+1p+1C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+t C3+1 C3+1 C3+1 C3+1 C3+1 •Iamb 5 Jamb 6 6 6 6 5 6 6 6 6 6 5 e 6 6 6 6 6 6 8 24 P4=k 8 Daelpa +80.024 P•hook 8 8 8 8 8 8 a 9 9 9 9 10 10 10 10 11 11 11 11 preasuro Nbo60 Design +80.0 +80.0 +80.0 +00.0 +60.0 +60.0 +80.0 +80.0 +60,0 +80.0 +80.0 +60.0 +60.0 +60.0 +60,0 +60.0 +60.0 +6D.0 +60.0WPressure 100.0 -80.0 80:0 -8010 •80.0 •80.0 1f0.0 100.0 .BQO .80.0 •80.0 •65.0 $5.0 •65.0 -65.0 •65.0 •85.0 .830 -85.0 NOM, '� O Z PANEL=FRAME WIDTH tiHead 8 6M C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 yyIDTM N OF PANELS W N WJamb 6 5 5 65 5 5 6 5 5 5 6 6 a 8 8 6 8 6 10 Ch 30 P•11cok B B 8 8 8 8 8 8 9 9 9 8 10 10 10 10 11 11 11 11 THE MAXIMUM NEGATIVE DESIGN V N LL Design +80.0 +80.0 +80.0 +80.0 +80.0 +80,0 +80,0 +80,0 +80,0 +80.0 +80.0 +80.0 +60.0 +60,0 +60.0 +600 +60.0 +80.0 +60.0 +60.0 pRES3URE A7 THESE ANCHOR O W 0 Pressure •80.0 •80.0 -80,9 •80.0 49XO •80.0 -60.0 -60.0 -80.0 X80.0 •80.0 •60.0 •65.0 •65.0 -65.0 185.0 •85.0 •85,0 -65.0 •615.0 QUANTITIES. T Head a BW C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C6+1 C6+1 C3+1 C3+1 C6+1 C3+1 C3+1 p+1 C5+1 C5+1 C6+1 C3+1 THE MAXIMUM POSITNE DP AT THESE N W 0 00 Jamb 6 6 6 5 5 5 6 5 5 5 8 5 6 6 6 8 8 6 6 6 ANCHORQUANTITIES.ADDITIONALLY, V OD I" F- 36 HT P4wok 8 8 a 8 8 8 8 B 9 9 9 9 10 10 10 10 11 11 11 11 THE MAXIMUM A SO BE CON DERED,SEESILL fG [E Q W g MUST ALSO BE CONSIDERED,SEE lL Design +80,0 +80,0 +60,0 +80.0 +60.0 +80,0 +80,0 +80.0 +60,0 +80.0 +80,0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 TABLE A.THIS SHEET. ~ = Q Z Pressure -80.0 -60.0 -80,9 -80.0 -80.0 .80.0 -30.0 •80.0 -80.0 •80.0 •80.0 •60.0 •65.0 -85.0 •65.0 •85.0 -MO -Me •65.0 -65.0 111111 TOTAL 0 OF ANCHORS THROUGH THE____j Head a Still C5+2 C3+2 C3+1 p+1 C5+2 C6+2 C3+1 C3+1 C6+2 C5+2 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 05+1 C5+1 C5+1 C3+1 P•HOOK r o W Z Jamb 6 6 B 5 5 5 8 5 B 5 7 5 6 6 8 6 8 6 7 6 TOTAL#OF ANCHORS THROUGH THE O � W O nO B. 42 P-hook 8 8 6 a 8 8 8 8 10 9 9 9 10 10 10 10 11 11 11 11 r D_ (� r Design +80,0 +65.0 +60,0 +80.0 +60.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +80.0 +BDA +60.0 +60.0 +60.0 FiG 1: Z ,in C4 Pressure •80.0 -80.0 100.0 -80,0 -80.0 -BOA •60.0 -80.0 -80.0 $0.0 -MO •80.0 -65,0 -65.0 86.0 •65.0 •66.0 •65.0 -66.0 -86.0 OH LENGTH Head a Sin C5+2 C5+2 03+2 C3+1 C5+2 C5+2 C6+2 C3+1 C6+2 C5+2 C6+2 C3+1 C5+2 05+2 C6+1 C3+1 C6+2 C6+2 C6+1 p+1 4 g -i W Z Jamb 6 5 7 5 6 5 7 6 7 6 8 5 8 6 7 8 7 6 8 6 DOOR ASSEMBLIES INSTALLED WHERE y4 (a THE OVERHANG(OH)RATIO IS EQUAL 48 P•hook 9 8 8 8 10 8 6 8 11 9 9 9 10 10 10 10 11 11 11 11 TO OR MORE THAN i IS EXEMPTED Design +80.0 +80.0 +80.0 +80.0 +80.0 +80,0 +80.0 +80.0 +80,0 +80.0 +80.0 +80.0 +60.0 +60.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 � FROM WATER INFILTRATION M RESISTANCE.THE OVERHANG RATIO Pressure •80,0 -80.0 -60.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 •80.0 •80.0 •80.0 •65.0 -65.0 -65.0 •85.0 •85.0 -06.0 •66.0 105.0 x SHALL BE CALCULATED BY THE � • allIlaFOLLOWING EQUATION: Head A SIR C&2 C5+2 C3+2 C3+2 C5+2 C5+2 05+2 03+2 C6+2 CS+2 C5+2 C3+2 a, xx Jamb 6 5 7 5 8 8 8 6 7 6 9 5 TABLE A: OH RATIO=OH LENGTH/OH HEIGHT 54 P-hook 10 8 8 8 11 e 8 8 12 9 9 9 Walor-Limned(+)Design Pressure d Design +810 +80,0 +80,0 +80.0 +80.0 +840 +65.0 +80.0 +80.0 +80,0 +80.0 +80.0 ATHELE6SERHALUEO NESTH TABLE o: Nominal SIR Actual Sill Max.(+)DP A AND TABLE 2 DETERMINES THE Y Pressure •80.0 -80.0 X0,0 -80.0 480.0 -80.0 -60.0 -60.0 -80,0 -an -80.0 -60.0 Haight Height Allowed WATER LIMITED(+)DP. 2)THE 1.11118'SILL MAY ONLY BE Head d SIN G6+2 C8+2 C6+2 C3+2 C6+2 05+8 C6+2 C3+2 C6+2 C6+2 06+2 p+2 1.11N8" 1.688^ Sae 2)fll right USED WHERE WATER Jamb 8 6 8 6 6 6 8 5 7 7 10 S INFILTRATION RESISTANCE IS 3.112' 3.464" +80,0 pe} NOT REQUIRED OR OVERHANG IS 60 P-hook 10 a 6 6 10 6 8 8 11 9 10 10 4.1!18" 4.037" +80.0 psf PER FIG I.IF SO,(+)DP's SHOWN Design +67.0 +60.0 +80.0 +80.0 +67.0 +80.6 +80.0 +80.0 +87.0 +80,0 +60,0 +80.0 IN TABLE 2 MAY BE USED. rtlflOUCr kIiVISFA Pressure -67,0 •80.0 -80.0 -80.0 -87.0 -30.0 -BD.O •810 1 -37.0 1 -80.0 1 -80.0 1 •60.0 4518^ 4.614" +100.0 pat •sMMYla2 w1O tkt 1`10044 NOTES Z". Reinforoemonle Requlrod,(Soo Pa.on Shoot 10) Glass 1)DETAILS APPLY To 2,3 AND 4 TRACK CONFIGURATIONS. rM Interlock LocklFlxed Stile Astragal Astragal Addon Top/eotlom Rei( Plate(Part#24,26) Typo 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION 8 SPACING. % kGf 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS Part#29 Papp 28 1 Ped#28 Part#3D I Pert#26 Required for Heights oter 961 1 A 4)CONTINUOUS ANCHOR PLATE,REM 08,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)8EE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. TABLE 3: TABLE 4: 0 i LYNN Series 2770 Anchor Quantities and Design Pressures Series 670 8 2770 Anchor Quantities and Design Pressures \`���,•''10NSF'•�Q �� 311WHSGLA ..090• YIS•I3GLA66+Ja90• ••'• i Se Wn3UAYER+3116• FRAME HEIGHT(IN) we rM3&AY0l+3ne• FRAME HEIGHT(M *' No.58705 HSGLASS+THS-AR ANmASS+71WAN 6a4CE+3116•T Nr.GAP 8-PANEL MAMMUM CONFIGURATION aROCE+31I6•TW CAP 8-PANEL MAMMUM CONFIGURATIONCA ao ea 110 as ea 9e s7 T a m O ❑ a m v ❑ ¢ °m o ❑ ¢ m o ❑ m a m o o m a m ar v m❑ iO'� Ff.OR1OP•�•�y�=� NOM. 8 8 NOM. $ 8 8 8 8 i��'s''••....,••' �`� PANEL FRAME t'' �' F A PANEL FRAME �` Z• �• Il 1= ,: ��SIONAL WIDTH SIDE �7$ m$ N gg€" $ m$ $ JJJdd33f$ rn`phi Am S 000��3 WIDTH SIDE m S m m$ in GGSS w Ip T r 1 11 CN) y� d IR 3 I. I a S i I >a � d`-' 91 d` 7i� A.L�P.E1/fi8 06P.E. I. a d` dr d` � d` Head a SID C3+1 0347 C3+1 03+1 C3+1 C3+1 C3+1 03+1 C5+1 03+1 G3+1 C3+1 Head a 610 C341 C3+1 C3+1 C3+1 0341 C3+1 03+1 C3+1 03+1 C3+1 C3+1 03+1 Y m O Jamb 5 6 b 5 5 5 5 5 5 5 5 6 Jamb 5 5 6 5 6 5 5 6 5 6 6 b Uj � 24 P•hook 5 0 8 6 a 8 B B B 9 B 9 24 P-hook 6 8 0 a 0 8 8 8 0 B 0 0 ti Design +101.0 +100.0+100.0 +100.0+100.0+100.0+100.0 +100.0 +100.0+100.0 +100,0+100.0 Design +00.0 +60.0 +00.0 +00.0 +00.0 +60.0 +80.0 +80.0 +60.0 +6D.0 +60.0 4000 O Pmssum •100.0 -100.0 •100.0 400.0 400,0 -100.0 400.0 400.0 •100.0 -100.0 400.0 -100.0 Pressure -00.0 •811.0 -me •60.0 -OD.0 40.0 •60.0 -60.0 410.0 40.0 -00.0 -60.0 (n Heed 6 BN C5+1 C3N C341 C3+1 05+1 C3+1 C3+1 C3+1 C5+1 C5+1 C5+1 C3+1 Head 6 Sig 03+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 03+1 O Ch Jamb 6 5 6 S 5 5 5 b 5 5 6 5 Jamb 6 5 6 5 5 5 5 6 b 5 6 5 W 30 P-hook 6 8 8 8 8 8 6, B 9 9 9 9 30 P-hook 6 6 8 8 a 8 a a 9 9 9 9 ' Z g Desfgn +100.0+100.0+100.0 +100.0 +1000 4100.0+100.0+100.0+100.0 +100,0+100.0 +100.0 Design +60.0 480.0 +80.0 +60.0 +60.0 +60.0 +80.0 +60.0 +60,0 460.0 +60,0 +60.0 CO J Precsum •100.0 •100.0 400.0 400.0 400.0 too.0 •100.0 -100.0 -100.0 -100.0 -10%0 -100.0 Pmsame $0-0 •80.0 •60.0 -0OA -0D.D •80.0 .80.0 -00.0 •800 -00.0 -00.0 -no N W 06 Heed 6801 05+2 C5+1 03+1 C3+1 C5+2 C6+1 05+1 C3+1 C5+2 CSN 05+1 03N How aam GIN 03+1 C3+1 C3M C3+1 C3+1 C3N C3+1 03+1 03+1 C3N C3+1 O r Jamb 6 5 0 S 6 6 a 5 0 5 7 8 Jamb S S 5 6 6 6 6 6 6 5 5 6 V M = LL 38 P-hook 9 8 a 8 0 8 a 0 10 0 0 0 38 P-hook 8 6 8 8 8 8 8 8 9 9 9 9 O W O Design +100.0+100.0+100.0+100.0 +100.0+100.0+100.0 4100.01+100.0 +100.0+100.0 +100.0 Design +80.0 +80.0 480.0 +BOA +80.0 +10.0 +60.0 +80.0 +80.0 +80.0 +800 +80.0 J Z Og PMMBWM 400.0 -100.0 -100.0 -1000 -100.0 •WILD -100.0 •100.0 -100.0 -100.0 -10%0 •100.0 Prossum .800 60,0 60.0 •60.0 60.0 -00.0 -00.0 •60.0 •60,0 •60.0 -MO •60.0 N W m 0 Head 6 S91 C5+2 C5+2 C5+2 C3+1 C5+2 05+2 G5+2 C3+1 C8+2 C5+2 CS+2 03+1 Head 6 S01 C3+1 C3+1 03+1 03+1 C3+1 C3+1 C3+1 C3+1 C541 03+1 03+1 03+1 V I� (- Jamb 0 5 7 S 6 6 7 5 7 8 e 6 Jamb 5 5 a a 6 5 6 6 5 5 5 6 m QW 42 f4mok 10 8 8 8 10 8 8 8 11 0 8 0 42 P-hook 8 6 0 e d B 8 9 9 9 9 0 LL" F-' J ~ Design +100.0+100.0+100.0+100,0 +100.0 +100.0+100.0+100.0 +90.0 +100.0 +100.0+100.0 Design 480.0 +SD.D +80.0 460.0 +80.0 +60.0 +60.0 +BOA j+see 480.0 +60.0 +60.0 M Z Pressum -1000 -100.0 -100.0 400.0 -100.0 -100.0 -100.0 -100.0 -08.0 -100.0 -100,0 -100.0 Pmssum -00.0 60.0 60.0 60.0 60.0 60.0 -00,0 60.0 -00.0 -Me 6%0 60.0 r rin Hoed 6616 C542 C5+2 05+2 C3+2 C5+2 C5+2 C5+2 C3+2 C6+2 C5+2 C6+2 C5+2 Head 6591 C3+2 C3+1 c3+1 C3+1 C3+2 03+1 03+1 03+1 C5+2 03+1 C3+1 C3+1 p (JJ Z Jamb 7 0 0 5 7 8 8 6 7 7 10 b Jamb b 6 6 6 6 6 s 8W-00W. 9 6 46 P-hook 11 a 8 a 12 1 8 6 12 9 10 10 48 P-hook 8 8 a a 8 8 B 0 9 9 O a O Desl�l +100.0+100.0+100.0 i+1011.01+1120.01+1 00.0 «100.0+100.0 +87,0 +100.0+100.0 +100.0 Dealgn +60.0 +60.0 .80.0 +90.0 +60.0 +80.0 +60.0 +60.0 +60.0 4600 Z N Pmssum -100.0 -100.0 -100.0 •100.0 •100.0 -100.0 •100.0 •100.0 67.0 400.0 -100.0 -100.0 Pm&sum 600 60.0 60.0 60.0 60.0 60.0 60.0 -0D.0 6p.0 -00.0 (' _ J O RolnforcomentaRequlred,(See Pattaon Shaetl0) GIae3Typo, ?Wx � Relnloreementa Required,(Bea Pane on Shoot l0) Glee Type, � � 88800 Z- Inle lock LocklFked SUIe Aelregal Aefmgei Addon TaplBollom ReD l6ae Shaet 1J Interlock LaklFlxed SIIIa Aelfagal Aetragei Addon 7opBo8om Rall (Bae Shoat 1) Pea 28 Pad#26 Pad#20 Pad#30 1 ParW 26 A Slender! Pad028 P6026 Pad#28 PMN 30 Ped#28 B ThermaFOPIWn Ped#28 Pad#27 PMN27 PM930 PMN 27 a TABLE KEY: NOTES 10 v ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN TABLE A: 1)DETAILS APPLY TO 2,3 AND 4 TRACK CON FIGURATIONS. 06 PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE I, 2)SEE SHEETS 24 FOR ANCHOR LOCATION 6 SPACING. 6 SHEETS FOR COMPLETE ANCHOR LIMITATIONS. Water-Limited(+)Dadgn Pressure 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. NOM. 4)CONTINUOUS ANCHOR PLATE,ITEM 98,IS REQUIRED AT ALL FRAME 4 PANEL FRAME Nominal SID Actual SID Max.(+)DP ANCHOR LOCATIONS, p Y A TOTAL O OF ANCHORS CLUSTERED THROUGH THE HEAD 6 SILL AT EACH 6 WIDTH SIDE PANEL MEETING POINT.(EXt FOR C3+1,3 ANCHORS REQUIRED AT PANEL HClgld Height Moved 5)PANEL WIDTH DOES NOT INCLUDE-INTERLOCK OR ASTRAGAL ADD-0N. MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). 1-11118" 1.688" See 2)below FI01: 0)SEE SHEET FOR APPLICABLE DLO PER PANEL SIZE. Hoed 6 810 C3+1 Jamb 6 TOTAL 0 OF ANCHORS THROUGH THE JAMB. 3-112" 3.4841' +60.0 psf OH LENGTH 24 P-tlook a 4-1116" 4.037" +80.0 par TOTAL N OF ANCHORS THROUGH THE P-HOOK. DOOR ASSEMBLIES INSTALLED WHERE Design +100'0 4.614" +100.0 p3f THE OVERHANG(ON)RATIO IS EQUAL I^RODUCf konwo Preseum -100,0 THE MAXIMUM POSITIVE THESE ANCHOR QUANTITIES.ADDITIONALLY, THE MAXIMUM DP FOR THEE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE TO OR MORE THAN 113 EXEMPTED :M nnl$1e9 ari1A the f Wrids t)THE LESSER VALUE OF TABLE A AND TABLES FROM WATER INFILTRATION TABLE A,THIS SHEET- i4tMM Co4e NOW 3 AND 4 DETERMINES THE WATER LIMBED(+)DP. w RESISTANCE.THE OVERHANG RATIO Pe N.I U j PANEL=FRAME WIDTH 2)THE 1-11110•SILL MAY ONLY BE USED WH ERE SHALL BE CALCULATED BY THE Ey(ny„el1gN - �L WIDTH N OF PANELS THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. WATER INFILTRATION RESISTANCE IS NOT FOLLOWING EQUATION: t REQUIRED OR OVERHANG IS PER FIG 1.IF SO, 4CP'S SHOWN IN TABLES 3 AND 4 MAY BE USED. ON RATIO OH LENGTH/ON HEIGHT OA �•+---8.876• 5,875' �{ ��3� 7.595' 1.595' [rer L O -�{ 7.670. 1.490'0��-TI❑ tA66• REINFOREMENT t.4Q .126• fwq" d�� j COVER tm• RIGID PVC 2.633' L 300• E 2.709 400• o 2.788• 2 TRACK RIGID PVCEAD/JAMB RIGID PVC ILL ^^ ^^ f 229 ILL���JJJ� I 1 I 1 _ 2.3eB' 1 Z_ SII"-•-1 - .1z0• -►1 F•-.ter .120• -•.I f•--.tet• � -6.250• �f It 0.250• f~2A07'--•IT IO C O� T uaQ1--43 100, -E==31 PL TEORCEMENT AND.STIEOM AND STI EOM ©REINFOR EMENT OINT REINFORCEMENT ❑ 700• ❑ t.e7r 1888, 6005-T5 ALUM. REINFORCEMENT REINFORCEMENT 6005-TB ALUM. 6005-T5ALUM. 1 1 8005-T5 ALUM. COMPOSITE 3 3 TRACK HEAD/JAMB O RIGID PVC ®3 TRACK SILL I oao 10.826• RIGID PVC � 309 10.835- 3,483• ,10D• fpff"i- pq .09D 4.279' il=UH r-��1 ('�12.d Lr-tJ10 L4jLJ��' U .125' � 2.710• 4.836• 2.141' I RIGID�C4 TRACK EADlJAMB ©RIGIDC�ILL zset• � -•125• -�--�2� 1�s•-y �t.a75• 640• t 000' ASTRAGAL ADD-ON REINFORCEMENT INTERLOCK ASTRAGAL ADD-ON PANEL STILE,TOP 052• 725. Bao• Sot- I-II s6o• 540• ��IarJO��0I (@ REINFOREMENT PLATE ADAPTER RIGID PVC 0 AND BOTTOM RAIL 11 I 600 U tl 6D05-T5 ALUM. 6063•T8 ALUM. RIGID PVC RIGID PVC ---{F--.oa2• ��-.oar FRAME SCREW (g)ANC PLATE TRACK INSERT KEEPER BOTTOM RAIL COVER �ig75'f- e7s� --�1'O2o}` �I t.343 I 1 J6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 11 SUPPORT ll� M62- T •062 13oe• 060• 1��09., RIGID PVC 6063-T6 ALUM. 1.963• 7.9 7.827• -�{ 1.487- 1 .062• 1.435• r 7.813• F- TIA67• ]�� _r .L. F .320' REEN EN 050' 1 b10' 080• ®O BOOP RAIL 91 BOTTOOM RAIL 92 SIDE RAIL EN 93 ASTRAGAL N OXO ADAPTER PABDUCr kivtSSD .062' .oso• Ass• 8083-T6 ALUM. 6063-T8 ALUM. 6063-T6 ALUM. ADAPTER 6083-T6 ALUM. is aaovbs wIM M Ft lt" OUTER 12 COVER SILL 13 COVER SILL CK ®ADD-ON EEN SILL 15 TRACK SCREEN 1g AND JAMB DD-ON �- -f 1•oet• 41.1.Os �sBOXSCREENHEAD 3•TB ALUM �•9�• �� N Z •�)- RIGIDPVC RIGID PVC 6083-TBAIUM. 6D83•TBALUM. RIGID PVC � i{1.202•Ff .07bW d778' ,978 _LT" � --1 702• [- 2.060' I .050'- .050•-►0-+- I A85 94• 2.876 1,0 tA53• 4.041. I tto STD.SCREEN 111 STD.SCREEN it3 STD.SCREEN 80 FIXED PANEL CLIP z eel• 3A84' I T- 6,t7e TOPBOT.RAIL OSIDE RAIL ASTRAGAL 8083 T8 ALUM. 6083-T6 ALUM. 6083-T8 ALUM. ADAPTER ogo II 6063-T6 ALUM. .060• .060• .OBO' .100'-'�'1 I� .oeo• ��` LYNN R"b°°s,° oars RaHYn 17 SILL RISER 18 SILL RISER 19 SILL RISER 0 P-HOOK ADAPTOR 1 p•HOOK `��� Ory ..•,..4 �'i� �,�. 10/11/11 FBC2010 CODE 06063-T6 ALUM. 06063•TBALUM. 06063-T6 ALUM. ©6083-T6 ALUM. ©8083 T8 ti�•'VGE�SE ..P ��' •.* ROKwdOY. DOf0. Redtbn: ALUM. I No.58705 J.R. 11/05/13 /A THIS SHEET Ix t.2ar tsar tsar• tsoo )-- ® oawraaae sto• 262 t73•--, o = o', - ;DIE PART DETAILS ROSOWSKI 0 ,_` 10707ECHWLOOYORW 7ft O+h: .125• �i�iC� ,F(ORIOP•'(�� N.VENICE,FL 51278 �c VINYL SGD INSTALLATION GUIDELINES 11/18110 1-1/16"BEVELED BEAD 1-1/18"OGEE BEAD 13/16°OGEE BEAD P-HOOK REINFORCEMENT '%,S`�'IONA�- ��` NOXOMt3 FL$1274 ®RIGID PVC ©RIGID PVC RIGID PVC ®PLATE 71 i, ttP etaet omwrroN` Ras A.LY40MILL�I2,P.E. CERr.OF,,im 19288 570/2770 NTS 10 OF 13 MD-SGD570-01 B ' 8083-T6 ALUM. P.E.066705 Part# PGT.# Description Part If PGT.# Description Pert# PGT.# Description ��t C .......... 1 819001 2-Track Head/Jamb 60 419042 Frame Header Block Box Screen I A :'J /r 2 619002 2-Track SIB 51 48052 RollerAdj.Hole Plug 90 612266 Screen Top Reil 141.66705 3 619026 3-Track Head/Jamb 52 41735 SGD Panel Come-along 91 612257 Screen Bottom Rail 4 619026 3-Track Sill 53 41736 SGD Panel Come-along Cotler 92 612258 Screen Side Rail-Lockstile 6 618027 4-Track Read/Jamb 65 71698 Dust Plug 93 64344 Screen Astragal •, SAT b Z. 6 619028 4-Track Sill 68 44385 4 Hole Bumper Stop 94 617349 OXO Screen Astragal Adapter 'OT '•.,FI OR��P'��: 7 619009 Frame Screw Cofer 68 610037M Fixed Panel Clip 96 64428 Screen Double Interlock 8 619031 Anchor Plate k63 7169BG Sill Plug 98 617347A Screen Bug Flap A.LWNM1611 `PE. 9 819007 Track Insert 78X38PPTX #8x318"Ph.Pn.TEK Screw 97 41818K Screen Keeper Spacer Set REM rerre _ 10 619029M Aluminum Keeper 78X34PPSDAX #8 x 3/4"Fi.Ph.TEK- S.S. 98 720X1X 1/4 20 x 1"S.S. Y m Q 11 619036 Bottom Ralf Support 781PSTX #8 x 1"Quad-S.S.. 99 720X112X 1/4-20 x 1-112"S.S.12 619006 Outer Sill Cotler 781PQX #8 x 1"Pn Quad-S.S. 100 71793G Wstp,.270"x.1 SW-Fin Seal LO 13 619011 Sill Track Cover 78X114PHPT410X 98 x 1-1/4"Ph.Pn.TEK 101 7SRAZ Standard Railer 0 14 619039 Box Screen SIII Add-on 66 710X1PPSDAXK #10 x 1"Ph.Pn.TEK-B.S. 102 78RAX Standard Roller- S.S. bo S 16 619012 Outer Screen Track(Standard Screen) 67 71OX116PPX #10 x 1-1/2"Ph.Pn Keeper Screws 103 7LOCKWGS Semen Lockset ' Z ❑� 16 619038 Box Screen Head and Jamb Add-on 68 710X2PPX 910 x 2"Ph.FI S.S.Screw 104 41818K Screen Look Keeper Spacers 17 619022A Sill Riser-(DP60) 69 710X212PPDAX #10 x 2-1/2"Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper p W O M 18 619023A Sill Riser-(DP80) 70 712X1I2PP #12 x 1-1/2"Ph.Pn.A Standard Screen U LL 19 619024A Sit Riser-(DP100) 71 GE 7700 Silicone 110 612033 Screen Frame-To/Bottom Rail CD O 20 819032 P-Hook Adapter 72 Dow homing 995 Silicone 111 MOM Screen Frame-Side Rail(Latch) o = z 21 619020 P-Hook 73 71726K Neoprene Setting Block 1x4"x1118" 112 612033 Screen Frame-Side Rall N t' O 24 619014 Reinforcement Cover 74 Metal Spacer-9/32" 113 817363 OXO Screen Astragal Adapter m 25 619030 Reinforcement Plate 75 Urethane IG Sealer 114 04853K Vinyl Astragal Ll J j Z 26 619017M Top,Bottom and Stile Reinf.(Alum) 76 Silicone-Foam Super Spacer-7/16" 115 617356 Screen SN Adapter r M g 27 19046 Top,Bottom and Stile Reinf.(Comp.) 77 Hot-melt Butyl 116 SFP95K Bug Fla LU rA 28 619018M Intedock.300 Reinforcement 78 619010 14116"Bowled Bead 117 1 7R42DK Rhet = p F— z 29 619013M interlock.400 Reinforcement 79 619016 1-1/16"Ogee Bead 118 74XIPA 94 x 1"Ph.Pn.SMS o ti $0 619019M Astragal Reinforcement 80 619016 1-3116"Ogee Bead 119 78X112PSATS 08 x 1-1/2"Ph.Pn.SMS A Z LLO U) C 31 819035 Reinforcement Plate 82 62139 Ogee Vinyl Muntin 120 41703N Screw Boss Bushing 35 619005 Interlock Adaptor 83 63609 Insulated Glass Muntin-Horizontal 121 712027 Comer Key Wheel Assy.(Standard) a d Z 36 619008 Astragal Add-on 84 4CONN t.G.Intersection 122 712027SS Comer K Wheel Aea . S.S.w/bearin 11M j 37 619004 Panel Stile,Top/Bottom Rail 85 7658K I.G.Gridlock Clip-7/16" 123 41806K Screen Handle 40 718809 .187 x,280 Finseal(Stile) 86 7560K I.G.Gridlock Clip-6/16" 124 41806 Screen Handle Slide 41 71695K 14/2"x 1"x 314"Fin Seal Dust Plug 126 704/66 Screen Latch Assy. 42 419041, Interlock Clip Cover 128 7SNKPN Screen Keeper 43 78153X Tandem S.S.RollerAssy. 127 61693K Serrated Screen Spline-.146 44 78163N Tandem Nylon Roller Assy. 128 61692K I Screen Spline-.166" 45 619043 P-hook Reinforcement Plate 129 61694K Screen Spline-.150" 46 71OX125FPSDX 910 x 1-194'FI PH SMS 130 61816C20 Screen Cloth ItYz NOTES 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. �RODdCTIriVtf�ii rb eegM�II�YL tk hfrlta B"YI+C�ie i A Mrr L 6+pinaorr Ihr1��2 INvid- te+.lw TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE A M � �� � � L D 2P2T xx � XX v� 1P2T 'f", M 8P3T R F B P D K •``''Y3Y3 2P2T M P R a X X CC 0)0=0 5O C M Ds L D s D K T 2P2T B F F B A M A 3P2T IXY xx 8P3T km OXO oxo XXX)001 D H K 3P3T e F L p B F F B 3P2T NOTAVAILABLE A [3M F B xxx A IDDI )oot 8P4T R P D K g F OXXXx70(O a kEF. 4P4T BF3P3T DS A B A M F F D F B „ U 8P4T M A XxX Dxx D K 2P2T 3P3T P M M D8 - A 4P2T mopJ"""m"M"d loot B c M F L D xux 4P2T R P NOTAYAILABLE C M oxxo 8P3T B B F F L D C M 4P2T M a NOTAVAILA13LE XxX700C xxxx rstom err11Yvim D K a F r e�r�Tlq wW f6F rbelfb B F 8P4T B F B F B F JA M C M WpinNun bMt 4P4T J J M A U U XXX)OODoc ny4� M DS DS BD SD A MMYIMd N�tp NOTES X1W1 XX101 1)MAXIMUM OF(8)EIGHT PANELS UP TO BB'FRAME HEIGHT. D K 2)MAXIMUM OF(4)FOUR PANEL CONFIGURATION FOR FRAME B F HEIGHTS OVER 98'AND UP TO 120'. 4P4T B P LJE F HPUOAB V ISLIMITED UP TO WIDTH%,g(EXCLUDING POCKETS IF J J M 2:!:] DS D9 SD gD 111111 xxxo M D t a `\`��O�I LYNN 441����//�/ Rowedsr Dem Roww,: L o L D ;•��pENSE J.J. 10/11/11 FBC 2010 CODE INTERIOR �', Rov1War. Oalm RewsbA SP3T R F P ND,SaTos J.R. 11/05!13 /A THIS SHEENO NDgy;'0000LO L!3�73=�B" L D EXTERIOR .,,� K{1,1 uw` ® SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI F A M B E.bbF , L� STA �: 10707ECHNOLOOYDRNE Tw: �1e: 8P3T M NO �/ ',pc�(�•SFLOR1oPtt'�C?` N.vEMCE,Ftse276 VINYL SGD INSTALLATION GUIDELINES 11/18110 SCREEN SCREEN // l) ••• •• V�� P.O.BOX 1620 xxxxx xxxxx i, /ONA �� NOKOM14a34274 �: sf: sne01 Dre,1�nt� Rev: A AU I.IILLIER,P.E. CkRT.OFAUTH.,YMW 570/2770 NTS 12 OF 13 MD-SGD570-01 B P.E><5B705 P SINGLE FIXED F SINGLE SINGLE C DOUBLE ASTRAGAL INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK DOUBLE R FIXED SINGLE H SINGLE —� SINGLE M LOCKSTILE Clti.wrw� INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK T ASTRAGAL FIXED K SINGLE J LOCKSTILE t�.,,,,,,,,.r� ASTRAGAL (BOX OUT) OUT LOCKSTILE INTERLOCK LOCKSTILE SD SINGLE DOUBLE T ASTRAGAL FIXED U ASTRAGAL INTERLOCK INTERLOCK (BOX IN) IN LOCKSTILE (BOX OUT) OUT LOCKSTILE AI, DOUBLE LOCKSTILE S' FIXED ASTRAGAL U ASTRAGAL (BOX OUT) LOCKSTILE OUT (BOX IN) IN LOCKSTILE NTERLOCK U ASTRAGAL LOCKSTILE S FIXED - ASTRAGAL A SINGLE LOCKSTILE (BOX IN) LOCKSTILE IN INTERLOCK DS DOUBLE a SINGLE INTERLOCK INTERLOCK L SINGLE ASTRAGAL D LOCKSTILE SINGLE (BOX OUT) INTERLOCK OUT INTERLOCK NOTES S)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2.4 FOR ANCHOR nwoucT klva" LR ASTRAGAL SINGLE J ASTRAGAL 3) E.TA.LsPA-4FO 9Av'Md+.a"ken`F>a�d► LOCKSTILE 3)SEE TASLE32-0FORREINFORCEMEM Cede -7(,2 f (BOX OUT) OUT INTERLOCK (BOX OUT) OUT 4 CUM�US ANCHOR PLATE.ITEM 98. LAS ! .6� 1t Zo/G IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. N ASTRAGAL SINGLE .� LOCKSTILE ASTRAGAL (BOX IN) IN INTERLOCK (BOX IN) IN C SINGLE ASTRAGAL INTERLOCK 1N �� (BOX IN) %�� al LYNN M�� �� aaey Dew Rovrran �eniaF'�EP J.J. 10/11/11 FBC 2010 CODE INTERIOR ROH6eJBy Date Revbbn SINGLE SINGLE �,k' lVo.567G5 * ' J.R. 11/05/13 N/A THIS SHEE B INTERLOCK INTERLOCK = ouargkn Ore+n Br. EXTERIOR = p', y -i sur, PANEL TYPES J ROSOWSKI ';Ao•. STA E F W70TECHMOLOGYCRIYE Ties Dau SINGLE ' •.FLDR�QP'C9 N.VENICE,FL31276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 M LOCKSTILE INTERLOCK �� ;S,S�ONA11�� �\ NOXOMIS,FL34274 smr. shoot o M, Rev A.L1tIllld)LLER,PE CERT.OFAU7M829200 570/2770 NTS 13 OF 13 MD-SGD570-01 B P•E.q 65705 n MAX BUCK WIDTH MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 28' MAX.BUCK WIDTH MAX12' MAX B,SEE MAX.�� O C SEE TABLE 1 O.C. - - D.SEE _ -- -�+-- 4"MAX.O.C. 2'MAX. B.SEE__ MAX. SHEET 3 SHEET 4 SHEETS 4 A,SEEC.SEE A,SEE SHEET 3� I 12�AX. SHEET I, SHEET j 12'MAX. II jl / 17.867'MAX.O.C. 17.86r MAX D.C. O' I / MAX.BUCK j I / 1- 4'MAX. O i j MAX BUCK HEIGHT SEE I MAX.BUCK O.C. HEIGHT SEE �- TABLE 1 HEIGHT SEE TABLE 1 xj i 4 10'MAX. Qi i TABLET xj i 4 L r 13.773'MAX.O.C. 10"MAX.O I I A x l I / j C A 13.773'MAX.O.C. MAX. 6.112 B -- NO ANCHORS AT S W. j NO ANCHORS AT SILL D�.-- 2'MAX. +— ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME, EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMILARANCHORDIMENSIONSFOROTHER CONFIGURATIONS) (COTTAGE SIMILAR) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT VINYL SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE TABLE 1. REQUIREMENTS OF THE FLORIDA BUILDING CODE. Window Buck Size Reinf. Design Pressure Certification SHAPES MAY BE USED BY 2)ALL WOOD BUCKS LESS THAN 1.1/2"THICK ARE TO BE CONSIDERED 1X Configuration INSCRIBING THE SHAPE IN INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNITIS INSTALLED DIRECTLY Width Height Loval (+)psf o psi (CAR)Number A BLOCK AND OBTAINING TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER. DESIGN PRESSURES FOR 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52.1/8" 84" Equal-lits THAT BLOCK SIZE FROM LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE52.1/8" 84" Std.ProView R1 50.0 50.0 190-285,1028 THE TABLE ON THIS SHEET. RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8' 91-13/16" Custom Sash OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8" 84" EquaWite ANCHORS SHOULD BE SEALED.OVERALL SEALING/PLASHING STRATEGY FOR 52-1/8' 84" Std.ProView R2 65.0 70.0 190-286,1029 WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-118' 91-13/16"1 Custom Sash \`111111111//!// SHIMSARE REQUIRED AT EACH ANCHOR LOCATION NLUWHERE THE SH TO THE SUBSTRATE.USE E SH M CAPABLE OFt'p \�1 �y LYNN PRODUCT IS NOT F ..Zze TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE1,10ENSF ''•`'s' 4: k SUFFICIENTLY ANCHORED 70 RESIST LOADS IMPOSED ON THEM BY THE WINDOW. N58705 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE ,= VINYL SH WINDOW FPA(IMP.- o.RESIST.) g 12/13/14 _ = WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS GENERAL NOTES&ELEVATIONS a J ROSOWSKI ='•o / )5 PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF j�nT '•- ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER ® - Q�•.• pORI T DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.#29296 •. BUILDING CODE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE h g= ��''•`s/oNA� . N.VENICE,FL 34275 A.L L (941)-480-1600 a SH-5500 NTS y 1 OF 4 0 FPA-5500.0 FSE MILLER, EBR P.E. TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate N7/1 Min. Anchor Substrate Min.Edge Mtn. Embedment Dhtanp Embedment #10 SO— P.T,Sou em Ina(SG= .55) 13/8 2-1/2'x,131"Common Nail P.T.Southam Pine(SG=.55) 9/16 2-7116" (steel,18 8 S.S. Steel,A38 0,050" Max.DP of 50.0 or 410 S.S,) Steel Stud,A653 Gr.330.0346"(20 Go.) 2-10x.131'Ring-shank Nail P.T.Southern Pine(SG=.55) B/18" 2-7/16" Max.DP of 50.0 Aluminum,8063-T5 0.050" 2-112"x.145'Roofing Nail P.T.Southem Pine(SG=.55) 9/16" 2-7/16' #12 SMS P.T.Southem Pine(SG=0.55) 1'/8" P.T.Southern Plne(SG=.55) 314• 1�I8" Steel,A38 0.050' #10 SMS (steel,1"S,S. Aluminum,606375 318' O.OSD" Steel Stud,A653 Gr.330.0346"(20 Ga) (steel,18-0 S.S. or 410 S.S,) Aluminum,8083 T6 0.083` or 410 S.S.) Steel Stud,Gr.33 318• 0.0346"{20 Ga.) 3118"Uitracon P.T.Southam Pine(SG=0.55) 13/8" Steel,A38 318" 0.050" (stcel) Concrete(min.2.85 ksi) 13/8" Max.DP Of 50.0 Un routed CMU, STM C410) 2-1/2" 1-1/4" ANCHOR NOTES: P.T.Southem Pine(SG4.55) 1" 1318" GE-7700 OR 1/4"Ultracon Conercte(min,2.85 ksl) 1" j3/4" 1)•UNGROUTED CMU'VALUES MAY DOW-791 (Steel) Ungrouled CMV, $TM Com) 2-1/2" 1,1/4^ BE USED FOR GROUTED CMU SiUCONE —1j APPLICATIONS. 112•NOM.GLASS Concrete(min.2 85 ksI 2-12" 1.y4" 2)PANHEAD,FLATHEAD OR SITE TYP. P.T.Southam PIneSSG=0.55) 1" 1.y8" -ACCEPTABLE. EXTERIOR 1/4"Crete-Flex Concrete(min.3,35 ks) 1" 1314" (410 S.S.) Un Iaated CMU, STM C•90) 2412" 1-1/4" 3)ANCHOR LENGTH TO BE 50 THAT Concrete min.3.35 ks) 2-1/2" 13/4" A MIN.OF 3 THREADS EXTEND Concrete(min.3.275 ksl 11-j/2" j-y8, BEYOND THE METAL SUBSTRATE. L',:Aggrtor P.T.Southem Pine(SG=0.55) V lave" TYP.GLAZING DETAIL Un ted CMU ASTM C-00) Z. REINFORCENT TYPE A WINDOW SHAPES AS SHOWN BELOW OR —►{ 7/8'NOM. 7/8'NOM. SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLE ON SHEET 1. 5/16"A/A PVB 5/16"A/A PVB REINFORCENT TYPE B -+{ WIDTH WIDTH �- 7/16"AIR SPACE 318"AIR SPACE 1/8"ANNEALED OR 3116"ANNEALED OR T TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, °w o SUPERSPACER SUPERSPACER REINFORCENT TYPE C _ OR CARDINAL OR CARDINAL i tl� XL EDGE XL EDGE RADIUSTOP AMHrOP GLAZING TYPES (C-0UfLLARE 6HOW4) (PROVIEWlORIEL SHOWN) LYNAI l\Il11111111/)1j'/ TABLE 4:REINFORCEMENT TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) c� Nk.ICEN e'-� P S. Q'; ReInforcement e *' No.58705 a VINYL SH WINDOW FPA(IMP.-RESIST.) 0 12/13/14 _ Upper Ute Lower Ute om JROSOWSKI = O Level Bottom Bottom Side "GLASS/ANCHOR OPTIONS Q' Rall Top Rall tail Rails - ) �5 •'W_ ®2T - v ' O sr TE <v� R3 B A A A CERT.OFAUTH.02929fi N �� ',��`s'••F<ORIOP.•''G\? R2 C A A A 1070 TECHNOLOGY DRIVE W 'I S70NAL N.VENICE,FL 34275 u c A.LYNN MILLER,P.E. (841)-480-1600 SH-5500 � NTS N 20F4 Ez° FPA-5500.0 �z P.E.#58705 NEV✓ IQ - S � 003q �! VINYL IMPACT RESISTANT W NDOWS + DOORS ��Guard`� ENERGY PERFORMANCE GUIDE ° VINYL With Clear Glass With Gray Tinted Glass With ClcarGlass With Gray Tinted Glass New WinGuard Vinyl-Air Filled No Grids I Grids No Grids Grids No; No Grids Grids U-Factor - 0.34 0.34 0.46 046 ,- 0.33 , 0.33 0.+16 , 0.46 M1t ar°rte ; Solar Heat Gain Coefficient(SHGC) 0.31 028 0.30 027,(;, 0.22 0.19 0 6 0.24 u-t s1t IQHugq Visible Light Transmittance(VT) 0.54 ! 0.48 0.34 0.30;1 0.48 iill 025 2014 Florida Energy Code(Residential) None None None N AM of Florida Ali of Florida ,F°'`,None All of Florida ate x >a EnergyStar°Climate Zone None None None None:• 1 1 • None None l�Factor -: ;'` . .•.-: ': 0.35'_ 11,. 0;3b ;.OA7 , :047 ;�. 035. ',..�, � '0:47 SolarHeatGaiirCoeiticie(rt(SHGC} 029 026' 029 ;02fi•• ' t •Ek20o-y ' 18; Oa25 023 �• SIs61ef]ghtTrarismdtance(VT) 0:45': o32 029 0.45 090 i• 02§: 0:23 20:f4 florida Energy Coda,(Resrdentialj 1;:' None I Noris: "`None None M of Honda',All of Florida All'oF Ejonda -AII of Florida EntirgyStar�GlmafaZone ;r: - Nona'-:. None: :None None> ?. .. i None, None U-Factor 0.34 0.34 046 0.46 033 0.33 0.46 0.46 As x} �$ Solar Heat Gain Coefficient(SHGC) 0.30 ! 0.27 0.30 027 021 D.19 0.26 023 Hnrrzota)¢Roller Visible Light Transmittance(VT) 0.53 ! 0.47 0.33 0.30 0.4T 0.41 0.27 024 ' 2014 Florida Energy Code(Residential) None I None None None M of Florida All:of Flodda None Afl ofFlorida '•; Energy Star"Climate Zone None None None None 1 1 None None 0..22. SofarNealGan':Coefflciim(SHGC] D26;`;, :'`024 026 D23 ;• 016 "`' D77: ' D.20. ?. UsitiieLghtTransmtttance(Vf) 045 0.40: 026 D25 ;:;': OAl)', 0136 023:, - 021 ". 20f4 Fionda gy Code;(Resldenhai), Ntlne' Ail ofFfgdda Npne ;AB'ofFtodda AB of Florida', ARofFlaida. AIi oRFfonda Alt uf;Florida; Energy5tar°CBinate2oria.:s. , None'; 1 '`•.. . "None Nona 1 .. ;, 1 None U-Factor 0.32 0.32 0.43 043 0.32 0.32 DA3 0.43 Solar-Heat Gain Coefficient(SHGC) 0.26 024 026 023 0.18 0.17 0.22 020 Visible Light Transmittance(VI) 0.45 0.29 028 0.25 0:40 0.36 0:23 021 2014 Florida Energy Code(Residential) None AD of Florida None Allof Florida A l of Florida M of florida M of Florida All of Florida K r. Energy Star°Climate Zane None I 1 None None 1 1 None None 029..... 0:44 a SofarHeatG�iriGoetficient.(SHGC) 0.34}; : 130';. <033 030. ! 023 ?:` . .D21 d19, 026'..: r ysibieUghETlansmi0anc�(Ul) 060.; 053' 038 034 053 047.:; 0:31 0,28 2di4FtondaFnetgyCafe(Re;rdenhal} None` None: tdpife None AIIofFidada Maffforida None Nana_' Energy Slar"GNnaleZona ;:: 3 4..`: .. 3:4: None None %1,2 3,4:•C 1.2;3:4':` None. None U-Factor 0.30 0.30 0.42 0.42 029, 029 0.42 0.42 ''�f�£fxe'tl Late�'•� Solar Heat Gain Coefficient 0.31 028 0.30 0:27 021 0:19 0:26 024 yi Visible Light Transmittance(VT) 0.54 0.48 0.34 0.30 0.48 D.42 0.28 _ 025 r 1rnMotlSt55r40���; k x x 2014 Florida Energy Code(Residential) None None None None All of Florida All of Florida None NI of Florida f4r�xn? Energy Stam Climate Zone 3,4 3,4 None None 1,2,3,4 1,2,3,4 None None U%Factor.. 0 33: .. 033.;. 042 . x042 D33 033 042: Q42..'., SolaitleatGalnCoetficiemti(3HGC} 024 : D21 015: : V sbfe trghtTrapsmtlarrce,(Ui) Dai' 2414 Florida,Enegy,Cod2(ResidenBaq., ,', ;:MdfF(odda pilafFlbrlda ,/ilfof.;Flonda All9fFlonda Aitofflodda Aliafflgrida AJlof.fldnda Al1aJFlorlda Erieigy5fac". luiiateTone -" Nona.<:.'. None' None None .None None.; None ;None r , U-Factor 0,30 0.30 0.40 0,40 0.30 0.30 D.40 0.40 zu 1a $ ± Solar Heat Gain Coefficient(SHGC) 0.24 021 024 022 0.17 0.15 072 0.19 � 5tdatntest n , VisibleUghtTransmltlance:(VT) 0.41 0.36 0.26 023 0.37 0.32 021 11.19 # `Transoms xs 2014 Florida Energy Code(Residential) All of Flodda M of Florida All of Florida All of Florida M offlorida M of Florida All of Florida Ali of Florida � �,•, Energy Star°Climate Zone 1,2,3,4 1,2,3,4 1 1 1,2,3,4 1,2,3,4 1 1 a316,. '0.35. _;.0:35 '';;035 :` :; 035 ,' 035';`. r VisftiteLghlT}ansmrtfarke(V) 047 141'.. x1,27 024 042: 037;: D24' D21. 304f(addaEietgyCade.(Reslden6al) ' Nono Nana All ulffonda ,•AITof Flonda ;:M of Flodda .A11*61Ttorida =¢II ofFbnda :All of Florida. EnergySfa�Clma�Zane Noire:. None Ndna; ;•. 'None " None None:;: None. None. 2d T U.Factor Solar Heat Gain Coefficient(SHGC) S)I�fligGfa Visible Light Transmittance n NIA NIA NIA NIA z �4 2014 Florida Energy Code(Residential) Energy Star"Climate Zane With Max Energy Option Upgrade See Product Guide for detailed product Information. 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