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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online ' , Page 1 of 3 a �", rx�— s r y• r Bus Home Login (user Regts[rx[lon j Ho[TDDIa j Submi[SurName 1 Suits &Facts j publications 1 MC Stan '!BCtS Site Map j unk: search J dbor i � Product Approval USER: Public user A vrod rr ApU,wl MenvaPrptlrct or . k•t>A n>Application D ' FL253-R29# V Application Type Revision Code Version 2017 Application Status Appro *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if nec nary. Comments. Archived Product Manufacturer ftty of PGT industries Address/Phone/Email 1070 Tech olo Authorized Signature lens Rosowski jrosowski@pgtlndustrles.com Technical Representative lens Rosowskl Address/Phone/Emall 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrDsowski@pgtindustnes.com Quality Assurance RepreSentatIl Address/Phone/Emall Lvp n Category Exterior Doors Subcategory SIICInq EMedor Door Assemblies Compliance Method - Cenil eresnn0 Certification Agency Miaml-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Smndard) Standard r TAS 201, 202, 203 Equivalence of Product Standa-J: —Cued. By-----_ --_ _-- _ Product Approval Method Method 1 Option A Date Submitted 11/28/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 1 I 12/25/2017 ,s Year 1994 http://www.floridabuilding.org/pi 'l-,r_app_dtl.aspx?param=wGEVXQ%-tDgsEt2PTand5bm... 2/27/2018 L t" � [. - Florida Building Code Onlim - Page 2 of 3 or Name Approved for use in IfV@Z: Yes Fl 251 R29-CC CA _1711242}lQ9.npf Approved for use outside Z: Yes uranc ra on Date Impact Resistant: No 04/0]/202 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptant (NOA) for FL251 R29 11 i]p42009.odf product performance information, anchorage Details, antl an or type, Venfetl By: Miami-Datle BCCO - CER i size, and spacing information. Created by Independent Thl Created by Independent Third Parry: �251.2 ': SGD-6]OHP (Non -impact) Aluminum Sliding. Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R29 C.CAC 17042010.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 ' Design Pressure: N/A. Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for 11251 R29 11 17C42010.pd product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information, Created by Independent Third Party: _ Evaluation Reports lmits of Use CertiNcatlOn Agency Certificate Approved for use in HVHZ: Yes FL251 E22 C CAC 1704201 LOCf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miaioi=Flade County Notice of Acceptance (NOA) for FL251 129 11 1704201L.edf nodutt performance iRi6FFnationpanchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER :ize, and spacing Information. Created by Independent Third Party: Approved for use In HVHZs Ye§ FL251 229 C. GAG 17042011 Approved for use outside HVHY: Yes Quality Assurance Contract Expiration Date , i Impact Resistant: Yes 02/12/2020 Design Pressure: N/A Installation Instructions j Other-. Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R29 It 17042012.odf product performance information; anchorage details; and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing informatonr:, Created by Intlepentlent Thirtl Parry: - Evaluation Reports _ Created by Independent Third Parry: 251.5 ISCD - ]]0HP (large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yej FL251 R29 C CAC 17042013.adf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2020 C. Design Pressure: N/A.. Installation Instructions Other: Please see Miamil-bade County Notice of Acceptance (NOA) for FL251 R29 11 17042013.Dd 1 product performance IhKinnStion{ anchorage details, antl anchor type, Verified By: Miami -Dade BCCO - CER ;size, and spacing Iofotmatch. Created by Independent Third Party: Approved for use In HVHZ: Yell FL251 R29 C CAC I7042014.adf Approved for use outside HVif2: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for F1_251 R29 11 17042014.pdi' lyduct performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information:: Created by independent Third Party: Limits of Use Certification Agency cerur xoxl Approved for use In HVHZ: Yes FL251 R29 C CAC 1J0420D4.adf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 08/02/2022 Design Pressure: N/A ,_r Installation Instructions Other: Please see Mlaiimi-Dade County Notice of Acceptance INCA) for FL251 R29 11 17042004 mdf product performance Ilifortnatiodm anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER Approved for use in HVHZ: Ye$, FL251 R2o C CAr P042005 'f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R29 li 17!1 05.odf mrotluct performance Information, anchorage details, and anchor type, Verified By: Miaml-Dade BCCO - CER '.lze, and spacing informatiory _ Created by Independent Third Party: Certificate Approved for use in HVHI: Y6s Approved for use outsidelHVHZ: Yes Impact Resistant: NOr Date http://www.floridabuilding.org./p �/p.`app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/27/2018 Florida Building Code OnlinC, _-" • rif %i Page 3 of 3 Design pressure: N/A Installation Instructions j Other: Please see Miami -Dada County Notice of Acceptance (NOA) for FL251 R29 I. 12042002.ndf product performance infoimatbn, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information.! Created by Independent Third Party: --,, Evaluation Reports - - Created by Independent Third Party: 1251.10 SGD-5570 (Large Missile Impact) Vinyl Sliding Glass Door ILimits of Use - Certification Agency Certificate Approved for use in HVH2: Yes FL251 R29 C CAC 17041006,d` Approver) for use outside HVN2: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2021 Design Pressure: N/A , installation Instructions . Other: Please see MI@(ni-node Cbunty Notice of Acceptance (NOA) for FL251 R29 11 17042006,d' product performance Information; anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing infailiiatian. Created by Independent Third Party: Evaluation Reports r Created by Independent Third Parry: [~ Contact U5 c 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4R)-IBl4 The State of Florida is an AS/EEO employer. Coovrioht 2002-20135.1. of Florida.:: Prim Statement:: Accessibility Statement;: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send electronic mail to this entlty. Instead, contact the office by phone or by traditional mall. If you have any questlons, please contact 850.487.1395. 1 Rnmuant to Section 455.275 (1), Florida Statates, effective October 1, 2012, licensees Ilcensed under Chapter 455, F.S. must provide Me Department with an email address if May have one. The emalls provided may be used far official communication with Me licensee. However email addresses are public record. It you do not wish 0 supply a personal address, please provide the Department witMan email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here , Product Approval Accepts: Credit Card Safe 'qs i, y r h: ,r4 0 http://www.floridabuilding.org/pr./pr _app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/27/2018 r MIAMI•DADE " r MIAMI-nAnEcourTY PRODUCT CONTROL SECTION 11805 SW 26 Stree4 Room 208 DEPAATMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) - Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE�(NOA) w .miamidadegov/economy PGT Industries, Ine. 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 RER -Product Control Section to be used in Miami Dade County and 'other -areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AI-IJ. (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 incu}ahe-expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or; material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the a licable building code. This product is appro as des ' tare and has been designed to comply with the Florida Budding Code, including the Hi elocity Hurricane Zone. IJESCRIPTIO :Series "SGD-6 e0" QI �mi m Sliding Glass Doors w/ 90a & 135a corners -NI APPROVAL OCUMENT: Drawirig N . GTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact', sheets 1 through 22 of 22; ared by ma rer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller; P.E., bearing the iami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mi '- a lei Product Control Section. MISSILE IMPACT RAT G: None: A_ ppr ed-Hurricane Protection devices,'complying w/ FBC, as applicable are required. F Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thru 3. See sheets Lb 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 foi corner units and sheet 14 for pocketed units. Pockets & Egress requirements to be reviewed by Building official. n LABELING: Each unit shall beara pe"ient label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade,courlty_�P roduct Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be:cousidefed 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 purpose's 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- ----in7ts-entirety -==-- -_ --- ^- re - -_= - -- ---_ �_ =�--------- -- INSPECTION: A copy of this entire NO9-shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at tttejob site at the request of the Building Official. This NOA revises NOA # 16-0629.03 hitd'cbnsists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. i •ix The submitted documentation was reviewediby Ishaq I. Chanda, P.E. i. t NOA No.17-0 Mlarttoq®urm Expiration Date: April 07, 2020 p� Appra . r-9ctoh tom=. top j� Page I f� ci PGT Industries. Inc. " NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PG10128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thm 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/09/16, signed and sealed by Lynn Miller, P.E. B. TESTS a 1. REF Test report on.!-) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-871,7,'FTL-8970 and FTL-8968, dated 02115116, 06/07/16 and 06/20/16, all .-signed & sealed by Idalmisl1Ortega, P.E. 2. Test report on1)Air Infiltration Test, per FBC, TAS 202-94 ;,2)-L?n}form Static Air Pressure Test, per FBC, TAS 202-94 3);Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Te3ting Laboratory, Inc., Test Reports Nb(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-603d & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, T.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13) 2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 2.02-94 3) Water Resistance Test, per FBC, TAS 202-94. t 4) Large Missile Impact Test per FBC, TAS 201-94 :k 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 it 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along w/ marked -up drawing§ and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Labcratory, Inc:, Test Reports NoFTL-7554, dated 11101113, signed & sealed by Marlin D. Brinson,!P.E (This. file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 & ie'vised interior astragal marked -up 6gs.dated I 1-11-13, all issued by Fenestration Testing J;' ' " 3. Additional REF suppbrtiug test # FTL 5254, FTL 5980, FTL 5987 and ATI72138.01-401-18. 4. Additional, 'Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08). 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15, sheets I thnr 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with' F..�§TME-1300-02, -04 & -09. hIshaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0420.09 Expiration Date: April 07, 2020 E-7 Approval Date: October 12, 2017 ui t PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QALITY ASSURANCE ' L Miami Dade Deparhifent of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted ,under file #14-0123.11) 1. Statement letter dated, I0/08/15 of compliance to FBC 2014 (5th Edition) and "No financial interest", prepared by ROT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. r G. OTHER =` 1. This NOA revises #l15-1013.14, expiring April 07, 2020. 2- Test proposal # 16-0125�-dated 03/09/16 approved by RER. 3..AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5th edition). 4. Test proposal dated 6/4J1.3 & 08/12/13 approved by Jaime Gascon; P.E. 5. Test proposals No(sj`09-6177, 0177-A, B & C approved by BCCO. 2.. New Evidence submittedt ` A. DRAWINGS ' 1. Drawing No. PGT0128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn -Miller, P.E.4 B. TESTS 1. ,None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/09/17, complying:witlr•FBC-217 (6th Edition), prepared by POT, signed and sealed by Lynn Miller, P.E. tt al 2. Glazing complies with _ASTME-1300-02, -04 &-09. , D. QUALITY ASSURANCE 12i i 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of coriformance to FBC 2014(5 h edition) & FBC 2017(6th Edition) and letter of G. OTHER i <t 1. This NOA revises NQA # tb-0629.03, expiring April 07, 2020. 1 1 •,� Ishaq L Chanda, P.E. Product Control Examiner NOA No.17-0420.09 Expiration Date: April 07, 2020 Approval Date: October 12, 2017 E-2 `• t R SERIES 670, NON'rIMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 11 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE THE 33-1/3 %'STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS - PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6.14. 4)SHUTTERSIAREREQUIRED,PER FBC REQUIREMENTS, AS APPLICABLE,'=:-•+"t .. S f INSTALLATION SCREViS, FRAME SPLILtiS. FRAME AND PANEL CORNERS TO BE SEAT ED WITH NARROW JOIN r SEALANT,, 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONE, ANSIIAF&PA NOS FOR WOOD CONSTRUCTION ANDIADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN IIDESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). I 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5254. FTL-5979, FTL-5980, FTL-5987, F L6994, FTL6OD2, FTL-6034, FTL-6035, FTL-7554 AND ATI 72138.01-1401-18 TARI F R AFF nFTAII R nN SHEETS 4 Is 5: Glass YP Descripl1on(Usted from Exterior to latedor) G1A GLASS V4' TEMPERED GIASS I' I• I.G:3/18' DGLASS 4 &W AIRBPACE • wt6' TEMPERED GLASS 62A - P I.G:.1/f TEMPERED BUSE * 1W AIRSPACE F 1AV TEMPERED GLASS - DESIGN PRESSURE RATING 1 IMPACT No SEE TABLES I. 2&3ON SHEETS6.7&8 NOTRATEDFORMISSILE I IMPACTRESISTANOE DESIGN PRESSURES.....-6-8 INSTALL DETAILS..............12-14 ELEVATIONS. .................... 15,16 PANEL / SILL TYPES......... 17 CROSS SECTIONS ...... ...... 18.19 PARTS LIST ....................... 20 EXTRUSIONS .................... 2122 Anchor Group Anchor Type Fin uember 5ub4mh Min. Edge Dimnce MIn.O.Q Die4nce N,n' 5mwdmmlor Meul ThIdmin A 012 IM SMS, IF,mW ks1, F� 95 Will 912410 as SMS, (Fr=90 k0. N-110 W) All Sbumem Fine (So - 0.55) w1B' 7/e' 11w 6063-TSANmin. NB" 9116• 0.00R A36 Steel 31W w1V 0.050' Gr. M Steel SlW 3181 w16• O.NVnSGN I/4'Elco AMre-Gams® FAST W, r,-96W All CKn W. min. 2.22 ka1 141Y 3' 'Jambi P-Mok I'Led Block AS1M C907 Y 3' Y Jambi PLbck NoIIow 5bck Y 1-VP All $M41wm Piro G•2252 1' 1' 1318' B pR S[e¢ISMS (Gr. S) (min.oSMAM InIycxM metal4ebate) lm All SmRMm Plre (SG=0.55) w16 71W 160- 6063-T5ANnlnum Sirw1S 0.05R a38sreal yr 18- Or.93 Smel SAW wl6' 6' W O. wS 18 1B Ga Z1 C EIC4Ul a r, 155 keL Fein kal NI CDmmle(mim 285 W) t• 4- 14Nw Jemb/P4nok Ik4bw Bock (AS1M C90) 1' F 1-0F - O . -114` Beo MlmCilaID- /=.Fr'155q lc' 1i053JWb/P41m4+ _Fq/ 2T2i .4I All Conemle (m102.05 c 2.112• 4' 13'B' "Ainf Punk Fined Bock (ASIM CO 2.112• 4•-- _ is�4iAM, O4ncmb min. 3.W ke1 '1• . 4- ' JYnEl pinok COnemta min. 9.35 ke1 Ibllow Gbek A9TM C9n 1' .ta112' 6 8'^" 144' 1-iH' All I Goulhem Plrc SD • 0.53 1' 1' 14Yw 1)W ESUBSTBATECO NSREOUIRE7KCKORAGEFRORRUORETHANONE IBRG90YESAunv[, CH005 OUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU=45 KSI, MIN FY-33 Mi. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO TWIT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2-THICKFuoxU[rxEY1NB0 aomWylcAwiM1 M1e hKISa PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS Hu4 kced INSTALLED DIRECTLY CONCRETE. WOOD BUCKS Aertpl.en Nall-042n•o4• OEPICTEOA52X ARE 1-12'THICKOR GREATER. 1%AND 2X BUCKS I W' THICK KaW�De/•^Pa •+3rRo (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER) LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS w• p,Wuea C4eN THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL.. ' 41 METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS 04I.II Ir 1l NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT. BY OTHERS) MUST FULLY 11�; MAX. 1/4' THICK & 3400 PSI MIN., (DONE SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO JSF �}'; THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF F1o58705 * SUBSTRATE IS WOOD, 30t1 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED-' a •' BY THE AUTHORITY HAVING JURISDICTION. ��j ERIES 670 ALUM. SUU - NUIV-IMMAL: I o.war A. LYN9 MILLER P.E SGoaro MS .1 • 22 PG7012 C RE45B705 MAX. UNIT WIDTH (AELWIDTH NOM. PANEL WIDTH NOM. PER TABLES 1-3 PEBLES 1-3 MAX. UMT 1 �� 10 i iyq . UNR C ay HEIGHT n t t I�`p HEIGHT PER TABLES 1-3 I� r W� PE TABLES 1-3 p PoCNET I u� I m NOM. I PE MAX HE PER TA CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH LOCATIONS USING DETAIL "J.','Je, "Kw" OR "Ke INSTALLATION. 1-PANEL - 12 13 2-P, CONFIGURATIONS _ ONF GI -- I X UNIT WIDTH ...., ' 'ANEL WIDTH ITABES1-3r-- MAX. "1 a•na nvl i 18 9 Jw Jc I .UNIT GHT 1s 1 BLES 1-3 / / / � � PoLI(ET NOM. PE EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXP, pXXXX OR XXXXP. OXKX IN POCKET CONFIGURATION Aw CAN BE OXXXp. -t`r--I 2) 90° 8 735" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. w 1 e i z q yo 3 FOR NOM. PANEL WIDTH, SEE TABLES L3. ) / w 'X°=INOPEROPERABLE PANEL, 'O"=INOPERABLE to PANEL, I °P =POCKET DETAIL LETTER _ter_ _� - W = WOOD OR METAL INSTALLATION l*LM/ °d=CONCRETE INSTALLATION N9 1 1' SHEET NUMBER _ fEJ�7iCJ{87 iClf(�7 {E>mi f8J m m 3-PANEL CONFIGURATIONS r 1J I II MAX. UNIT WIDTH NOW PANEL WIDTH PER TASLEa 1-3 I II — -t`r--- J,v Jc MAX. UNIT HEIGHT / PER TABLES I-3 L ICI 5-PANEL CONFIGURATIONS , rya0reo-+alo c>?ir. cvaurxrJvee DLO WIDTH = NOM. PANEL WIDTH - ] DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" `r---1 J. 1 I I oq I ¢ry I� I^ w I W PoCNET I I I 4-PANEL CONFIGURATIONS 3 MAX. UNIT WIDTH NOM. PANEL WIDTH 1 PER TABLES 1-3 1 v i - - A[ODLCT REVISpp 4m�plyloi NlY rie Lyryy lv�llvi CHe MAX. UNITz s55 HEIGHT 11®g/ $ NoiE ANep�sn Na 1 u reaj i1a'�I"D'tse PER Is ss Mt—w'im.etcerl� TAB ES 1-3 CORNER, TYP. ` * No. 58705 `r ' (OUTSIDE CORNER SHOWN, /� ; t4 INSIDE CORNER SIMILAR) ;Lq I -p `i18 _ C CANIRIltIIRd TInN.0 :0 '. S ATEI F FRIES 670 ALUM. SGO - NON -IMPACT o +.r swam NTS ' 2 + 22 PG70128 ... _ 2 t'. I_� vvl�l rom v-� i ivi w CONFIGURATIONS NOTESr 'll MAX. TESTED UNIT WIDTH = 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16- @ 96' HEIGHT 300-1/4' @ 120- HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL 'Jw','JC, -Kw' OR `KC INSTALLATION. NO? PANEL WIDTr PER TABLES U3 AO 1 c 1 EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PXXXXP, PXXXX OR XXXXP� OXXX IN POCKET CONFIGURATION . gft m m m m m u MAX. I UNIT m N m 96'OR t r I CAN BE OXXXp. u14 14 i 2)90'8135' CORNER CONFIGURATIONS CAN BE A COMBINATION t t4 is&a OF ANY 2 STRAIGHT CONFIGURATIONS. �rsy 3)FOR NOM. PANEL WIDTH, SEE TABLES 141. H� In 'X' =OPERABLE PANEL, T '0'= INOPERABLE PANEL, -'r=POCKET 6 PANEL CONFIGURATIONS,. r • "'� f-- DETAIL LETTER `:N1Axi uN.1, WIDTH. ' { — '+.MAX, UNIJ'-WIDTH �� cTAILAT10G W WOOD. OR tt.ETA.L INSTALLATION _®� -'c =CONCRETE INSTALLATION. -•'1.,; v�••. — I }--SHEET NUMBER NOM. PANEL WIDTH ^ 1 3 t t t PER TABLES 1-3 -'`r--- t tY t t9 I 1 I DLO WIDTH =NOM. PANEL WIDTH -7' DLO HEIGHT=DOOR UNIT HEIGHT -10.125' 9 B 9 �o PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866' MAX. UNfT 1c 9 / 1 lY 1 IFgw PER TEABLES 1-3 /Y /Y rorxsr i � � NOM. PANEL WIDTH PER TABLES 1-3 MAX UNIT HEIGHT PERTABLES 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH — jwg4 1s0u C£R�OGAVIHPA35B mwlmvamn SERIES 670 ALUM. SGD - NON -IMPACT w+vw s008M - NTS . 3- 422 1 PGTO128 ` .•�pHY LYNry� •UCENSf; •. * : N0. 58705 ' t GLAZING NOTES: T = TEMPERED I 0 3/4' NOM. GLASS DRE ]B 1 EXTERIOR 54 3/16" TEMPERED GLASS, TYPE G1 1/4" T EXTERIOR a� 1/4" TEMPERED GLASS, TYPE G1A c�'r.'_3• al L SGD 4- • 22 wmnu[raEvm� ur4spyto¢eiM1n<FUMr ewas Cede .1aePUxe N< 1�-a 4jQ�Gi e.Eww m<q kzkl �'- ,,,,I IIIII,,,, ,JOEN3E'•. CC *: N.. 68705 Lt T 6�G0' ALYNNMR3ERPE P.EIWO u DETAILSI(G2 & G2A) H 1' NOM. 3/16' T GL 5/8' AIR 311 V T EXTERIOR a 2l 1"NOM. 1/4'T GLASS 112' AIR SPACE 1/4'TGLASS EXTERIOR 83 GLAZING NOTES: 'T-=TEMPERED STRUCTURAL POLYISOBUMENE WITH DESICCANT EXT.GLASS, 3/4' NOM. GLASS BITE &4'NOM. GLASS BITE mvr.rrwrnarme _ aae:asrc� KODISPACE 17' 4SG TPS 6DURASEAL® SPACER STRUCTURAL SILICONE FOAM WITH DESICCANT ENT. GIASS� U, `INT. GLASS SUPER O SPACER®NXTT" POLYISO- BU LENE SEAL ROLL{ORMEO_ STAINLESS STEEL W. GLASS � . (Al `INT.GLASS XL EDGETM ,z7 SPACER PartO - Description Material 124 KOInmerIng4SGTPSSpacer Syst= 125 Qum" Super Spacer nXTwith Hot Melt Butyl See Sheettfor Po 128 Quanex Oamseal Materials 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: F -8717,8968 a 8970 670 ALUM. SGD - NON -IMPACT 7T5 5 '+ 22 POT0728 NOM. 01111" ON'- LICENSE PN' No.58705P poT Ndga : ��: ''.SIGNAL ENr.X Design Pressure (DP) and'AnchorQuantities Required; (for all approved configurations on Sheet. 2 & 3) Fmcm�vasl29tl mc,orage m 90° ar 135° comeruMs, sin 58m11I Tdfde apWas to tll Glazlypes eIM tte SNeAoM.1 types stow, bekrw. Posiae(•)DP maybelmitedby Table IA. Dec,um Iagm &- - 9P 96' 094/Y DUO/B• 3/6-m aa•ln`" LO II McmrGmuP Anchor Gmup M.h.Gmup Pr.horG.ul A B C 0 A B C 0 A B 0 A 9 C 0 0es'nP�ecsum +9U.0/-f2L1 +900/420 •00.0/-110.8 +0e1-1029 iP HeadlS91 G•1 GN G+1 GH G+I G+1 GN G+1 G+1 GN UH G•T G+1 G•1 U•1 G+ 24. 0.0 jamb f0 8 8 8 10 0 0 8 10 B B 8 10 0 8 B 0.bmk 8+7 6-7 6-7 6-1 7-B N8 7+8 T•8 T+B 7+8 ]+B IAB h8 AB 7+B NB Deabapnea. 1 +90.0/-10&3 +900/4002 •900/&22 2Y HeaNSili G+1 G•1 f +i G•1 C4+1 Cx•1 G•1 G+1 C9+1 G•1 04.1 G+1 Cd+i 01+1 U+1 G+t 0.0 Jemb 10 8 a B 10 1 8 1 8 1 8 10 1 B 8 a 10 0 a 8 PLmk 6+ ]+B AB 7+8 1+0 7•8 7+8 7+0 7.8 7+8 T+B T•e ]+B Laz'n Pro aum +90.0142.9 +87.3/-87.3 +800/-00 +73B/43.8 HeaNSill C4+1 G+1 G+1 04+1 + G+1 GH G+I GH GN GN G•1 G+1 G•1 GN G•1 30' 0. Jamb 1�16 8 B B 1 0 B B 10 8 8 8 10 8 0 6 Plxok'. - a-, 1 7 B 7 6+] B ]. ] 8 ] e .]+8. l B' ] s'. ] 8 7.8 ]+B 7+B ]+8 I Ous Pressure-. '. '+®]/ "'..]16/710 - [<•. j ]Y - -}y�d/Sd ap C7+2 G+2 Cr+i CH2 p1+2 G+2 U+2 CA-2 C7.2 G12 GH C1+1 G+1 Q1H GN +1 [LL 42- DU, Jemb !O B a 10 8 6 e 10 1 a e 8 16 C 1 8 1 a BN-.BR BN 6•] ]+8 7+8. T•8. 7+6. 1+8 7!J .T+B 7+B .5]'•ti 7•8 7+8 E - •4A 'L 1- D1" Headr501 G✓2 G•2 U+2 G+2 G+2 G+2 G•2 G+2 +2 G+2 G•2 C430 C4+ G•2 G+2 1/ - G+2 �- CLO iamb d0 B a e 10 8 0 0 0 B 8 10 8 e 0 6 B Plink i6•] BQ 6+1 6+] ]•0 YB T+9 ]•a + I+B 7.9 AB T+B - I+B T+B h8 YB Cason P.. +T sly .5 +U.4/-0;4 4T Haa050 G+2 G+2 G•2 G•2 Gx@ U+2 C1+2 G@ G•1 G•2 U•2 U•2 G+2 G+2 G+2 G- �- DLO Jaab ID 8 B 1 B 10 if 8 8 B f0 B 0 8 10 0 8 8 Plink 6. 6+7 6+7 T8 A8 7.0 7+B I+B A0 T.B ]+9 7+8 1 7+8 1 7+8 1 7+6 Las nP.. +w.1/,f9A +640/d1 +6La/31.8 +wx'.00.6 53' HeaNSrl +3 G+3 G+2 G+2 G+2 U+2 G+2 •2 U+2 G+2 G+2 G•2 G•2 G+2 C7.2 G+2 �, OLO jamb L10 B a B 10 a e B 10 a a 8 10 e B 8 P-0mk I8+] .B•T 8+1 6.7 T+8 NB 7+9 1+0 ]+B T+8 7.0 NB 1+B NB T•B ]+8 FOR EXAMPLE ON USING TABLE, SEE Shtt 17. DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT-10.125' PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' SIII Height to Max: (+) DP (Wafer Infiltraton Ralilg) Sill Riser Height (+)Design (Plata Box, see Pressure, pel Sheet 17) Flush-l-1 /2' see not03 Metllum-3-1T4' +fi0.0 OH LENGTH OH RATIO =OH HEIGHT i OOI OH RATIO a1 x p O L SEE NOTES 1-3 SEE NOTE 3 NOTES: ���• V �� 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4-SILL. 2) WHEN USING -THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX' WHEN USING THE 3 1/4' SILL. POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP1S'S0.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. . 'O F3) 4'/311L4i-ANDT.WTS1CL'',HETGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-M' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. JAMB ANCHORS ARE SPECIFIED AS TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE BE INSTALLED. InnFAIG1r1xIG Gxln CMFFTC 1R R 10 9r1R ACCFMRI V DFTAII R Interlod ..n,. P-hook Lockstile@iamb Straight Astragal Assembly' Lockstlle@ SValght Astragal 90'ASHagal Assembly Lodatile@ 90'Asnpi 135'ASVagal Assembly Lackstwgl 135'ASVaga! ' StandinISIPas" Standard Stile Standard Stile Standard Stile Sta ndard Sole Heavydury5tile .'[Heavy-dury5tile Heav-cfuurystile HeaWduty Sole StantlaN Astragal Outside �L�-`p�` Insideide Comer'I l Outside Inside Corner ns''Corner @r]om�IWeyr Outside zI Corner Part 060(x2) Part460 Part860 Part#60(Stile) part 967(Attragal) Parte60 PaR a61 (Stile)Part4119(Out.) Parte118(Cpmer Receiver) Part812011n.) Part pfil(SOIe) Paris n31&#32 (Corn.&Fxd Mount) Part B61 w0 eo wn e�1 I£Rr. oPAum some SERIES 670ALUM. SGD-NON-IMPACT - - ... .. I NIS 76 +T2 1 .-=PGTOITB_ V%CENSS .ze . * ; No. 58705 .p p. ULC C: peaipn PmOYrO (UP) and An9hoi Cluangtlae R➢RW ApprovedLontlpuratlene onSnub 3fl D) In 135'ii Fucenereftra9alercNrtgeen W a115•conugvdntr Nv111 PwTlaia Ile TSk.oldie mLB W.. non. rd - eo- +Or too' 11a' +zs hi a(pin,cm.w 1 - a Ir I} 1B Duo o-ne• Bt0 18 eS7/e'er el-na• BLo ➢ -1 0 - 10}lIB' Ol O- +W fe Blo biu-, P. p)op mar be Aec mvv - ARner Ain r mAp rc p• oc c w cB Arcnor mBv IMiIW Ey Tetl02A.. A '+B C. o A 0 E O A B C o A Bc L 0 e A B L E A Bcr C 0 e A E O A 8 C B n Pmxsun e1dN0W 1. .140 • -NJ.O r➢n0/-f33.0 +900/-1110 •B00/-f060 ♦ .0 +90.0/d]0 G•1 +880/d00 GH GN CNl G+1 jr G+t GH Gq UN G+1 G+l CMt GH G•1 GN GN G•1 Wt UN Gtl C/MI G++ G•1 G+1 GN N GH UN UN GH GH GN 36 GA JamB 10 B 0 0 10 8 0 e 10 B' B 0 10 '8 B 8 10 10 10 10 10 10 10 +0 10 10 10 10 10 10 10 10 WuoB 7.B I.. 1•B i•B NB 2+B Ae AB T+B i+0 1+e 1•B i•8 i•e i+e ]+B B+B 8+9 8+9 BID 8+9 W 8.9 819 B+10 A•10 ➢+10 8++0 9+10 ➢•10 WID F+0 gagn � +90.0/-141.0 +Po.D/-iN.e ..D'.R19 .91 '2- +➢00/A9.1 +mo/da1 +8)B/d7.0 23, IE+NSIO ..a Lw2 CS+f L5+1 CSN C5+1 U+1 CS•1 CHI b+l GHl C5+1 EHt b•1 CNf CS•1 GN1 G+1 CS•1 b+t CS•t CS•1 GS+f CNf CSII 0.1. G5+1 LB++ rU+1 il i, ,# 12 -10 B B 13 ID e 8 +3 10 8 0 R 10 B 8 13 10 10 l0 12 10 10 10 12 f0 +0 10 12 10 10 10 JunE P.1We 0.0 8-9 8.8 BID HB BN B+9 Hfl HB B•8 8.9 H➢ e.a HB B+0 bB HB L•B B.B AID H9 0.f1 0.9 B.B B•9 9.10 B+10 8.1A aH0 8+10 8.10 ➢.10 " gSgn Pre Nn 421➢ Ili+90.0/-fOSI +A0.0/-9&] -Ai.BSJ/-08.9 .80.0/d00 NSa/-159 3Y IMad5111 C1.2 C5.2 CH3 LS+T C5+2 Ce•2 Ce+T CS+T C5+2 CS+R MID C5+2 b+2 25+3 C5+1 CHf C5+1 LB•1 L4+1 b+t C5+1 W+1 C3+1 C5+1 CS•1 C5.1 L5+1 CSN CH1 Ce+1 C9+1 C5+1 G, oL0 13 +0 B B 12 1n 8 8 13 ID B B 12 10 B B 13 10 10 10 12 10 10 10 R 10 10 10 12 +0 10 10 JamB prmY 8+9 b9 8+➢ B+B B+B H➢ B+B HB 6+9 6+9 .+e 8.9 0.9 B+B 8.0 A 0+9 8.0 8+9 HB e+9 &B 8+8 8+9 9+10 9.10 9.1D BNo 8+10 ➢•f0 9+f0 ➢•10 6e PlOuure _-.+A00/-111.0 +9J.0/-f01.5 +90.0/A51 +BLe/da.B +ef.]/.9f.] H17/-117 NOB/-0O.B +863/dsA N' WaY9n bN CS•2 U+3 CH3 CH3 G3+3 GN2 L5+2 G2 b+2 CAD C6+3 GH2 C5+3 C5.2 BE.3 CH3 CH3 C5+3 C5+2 b+3 CS•3 CH3 Ca+T CSN U.3 EB.I LS•1 CHI CH1 GNI L5+1 ,S +0 8 13 10 ne B 11 t0. 8. B 3' 10 e B t3 10. ID 10 12 - to 10 10 '13, t0 t0 f0 11 10 10 90 dvro ' • OLC li tlW -.0 B+B 8+9 1+.. e+B H9 8+9 0 B e ➢ b9 HA HB 8+9 HB eN B.A 'd•9 B B B 0 8.9 HB 6+9 8+9 ONO A•10 8.10 BHn O+tD B+ID ➢q0 8++0 +sc DeSynP +PJA/1U20 .NO/de0 4/]/d>,]m BN B 6+B 6 bB BID..B.B • u B•B B•B B 8+10 BNO 8+10.n,3/-772 +BAO/dAB-6AB dr 1WN&0 U+0 V10 UR G+3 U.2 G+T CN3 UN U•3 G+3 G+2 U.3LMR UR o1A JaM +o e a a m e a 6 10 0 9 a7+fi 7+B 7+8 ra T•e r.e r+t i+6i+0 7+0 Notevaii Inf .. daa8 Des Pruaw w9v-7e.: .7aa/-7 3 .BLO/daD •aoD/da0 SY WaNSi UH Gn Uq U•1 U+] U+3 U.] G+3 CH2 G+T G+2 G+2 fM3 U+3 G+3 U+3 rno nmB +D e e e to e e e 10 e e e +o e e a Paval 7.6 7+e >.e M. ne 7.e 7.e ne 7.0 7.e 7.8 »0 7.8 .e 7•a T+e `EXAMPLE ON SHEET ec.CAaF l v 11 :Ten s 1 nt rvLwvrmm a ua o..� r....+... . .. .... ................_... --......-'_' Straight Astragal Inckstile i] _.... -Aue regal InckAile@ 135'Ashagal LEckstile@ Interlock P-hook Lod ay Jamb Assembly Straight ASVagal Assembly 90'Ast2gal Assembly 135'Asbagal Neavy-durysti1% Heald-0urySGle Heavy-duty stile Heavydury Stile Heald-0ury Stile Heavy-0ury Stile Heavy-duty Stile Heavy-0ury Stile Heavydury5tile Standard Astragal Collide Comer" Outside Ina e Comer B�'l�I=II 6VrY-'Is+�l-r�-JIQ Comer Insides Corner Cornede y IJ Insitle [omer'11 :+a• part p61Ix21 Part N61 Part p61 Part 156Y(501e) I'part Parta61 p'D (Stile). Part p118 (Com2r1 part P119(Out) part p32D (InJ part" (5'1 - parts pal& ia) ' Partp61-i . p67 (ASVagal) Recelvxc) - (Com. & Fxtl Ni NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4- SILL. 2) WHEN USING THE 21127 SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4-SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A 3) 4',3-1/4- AND 2-1Y2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1/2' SILL IS NOT AND MUST ONLY BE USED i WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS u PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR S WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. O 5) DOOR SIZE TO COMPLY W7 CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO =OH LENGTH 1 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT 1am7Eam•Gopy3x7ME °i1"` � N1EmcErt]L375 DPANDANCNORAGE P)-sasFP �9�anw� _ _ _ certr. o�Am7l Armes ,-_, SERIES 670 ALUM. SGD st,oc77 111 7 a 22 OH LENGTH OH RATIO 21 PGT0128 Sill Height to Max. (+) DP (Water ri lirdion Rating) Bill Fuser Hahl (-)Dosign (Polar .,see Pnessum. psf Sheet 17) Flush -l-1/2' see rate LZ;v-2-1/2' .4de7 Medium-31/4' +80.0 Hil -W.0 hilt NU I tb 1-3 DLO,WIOTH.- - NOMPANEL,WIDTH-7-" i DLO HEIGHT = DOOR UNIT HEIGHT-10.125' PANEL HEIGHT= DOOR UNIT HEIGHT-1.866' BRpe 4cLr= leJiexcee< An,i 1'7"6y2]+•01 fi,in EaPi.u.Ma qle YI.11'l •JO Mfi Pmd✓[ICLd11171^ Mll `Jtl ll lrl111// No. 5871 r[ORIDN ' \puu & 7o.....: �NC9 NAl 1 'Ile lnn111• A. LYNN MILLER, P.E. PEL 5870.5 • ( 9: r J:. � • � 1, , T 1� 1`llrv...:. JC' ' [ , '•• � , ..., L',Lt. H va too ., ., a� ., C, J'.. I � 1 Ilor IP TARI F 3A' 11 ^V Design Pressure (DP) and (For Anchor Quantities Required, (for all approved' configurations. on Sheets 2 & 3) comer astagal anmge on 90' or in' comer unite, see smat 11 Table apples to a9 Gase "a end Dre selefPstragal types sixavn Delon. Positlw (+) OP may be limited by Table 34. r Door UJt •.. Hm�t Sir � •.• " �71r DLO ]b]/B' OLO ]e-T/8' DLO Va' O Anchor Typo AncM1or Type Anchor Typo Anchor Typo A B C D A 9 C D A B C D P B C D Passsue + 1TN5i0 G+1+DLOmb 2a, 10 8 a a1D 8 8 8 1D 8981ook , 7ae 7+8 7a8 7+B 7+8 T+0 7+8 7+8 7+0 T+B 788 NBPressure +90.0/-159.5 +90.01-150.3 +Woo-138.2 +90.0/-123nr1.d/alll Ca+2 Cl+2 C5+2 C5+2 U+2 C6+2 C5+1 C5+2OLOmb 14 12 0 0 14 12 Bvak e+04 8+10 881 BN0 9+10 8+10 BH0 B+10 B+10 8+10 8+10 9+10 J�WJ+04 Pressure 490.01-139.4 +000/430.9 -W..0/-120 +9a0/41e8 CB+2 G+2 C C5+1 Gat C8+2 C5+2 CS+2 C6+2 c6+2 C6+2 U+2 C6+2 C6+2 C5+2 C5+2 36,29'otl/Sill. DkQamb \ 1 .14 12 8 a. 14 12 8 8 1M1 12 4 8 14 12 8,00k'"' '- 9+iB U+10 BHO 9+10 8+10 9+1 D' BNO 9+10 9N0 8+10 WW W10 9+'0 BHO BNO B+10 Pressua 12s +900/ 117.8 ""' •' +90.0/-1W.5 ( +90A1-S'37 -2N i4 ce 2 W' Ce+'t C8+2 C5+2 C5+2 C4+2 LS+x c5+2 i4T- DLO.mb�l I'• '-14 12 8 8 14 12- 8 S 0: A14J Pt2 8 0 Id 12 8 8nek a+f0 mo a+to 9+10 8+10 8+10 BHe a+10 —10 B+10 9N0 9+10 9+10 e m 9+10 9+10 Version Pressure +900/415] a90.0/-108 490.01-912 +90.0/.90 g at- Head/Sill U+3 U+3 U+3 CW3 U+3 C6+3 CS+2 U+2 U+2 C8+2 U+2 U+1 CB+2 U+2 C5+2 Ua2 48' DLO Jamb 1/ 12 8 8 14 12 a B N 12 e 8 14 1 12 0 1 8 P41ock 9+10 9+10 BNO 8+10 B+10 8+10 9+tD 8+10 9+1U 9+10 9+10 9+10 0+10 8+10 BHO B+1D Desgn Pressle9 +Si7+93 +77.21-77.2 - +W8/<9.8 +625/-626 4i Headlight 2 OI+2 G+2 G+2 Ga2 G+2DLO Jamb 8 10 8 8 8 10 8 0, B 10 8 e 8 P-took 7.8 1+8 7+8 7+8 T+B 7+8 i+e 7+8 7+8 7+a 7+8 7+8 7+8 .2 Imi +]3.J/-733 +66/d8 a58/�,Hewsul 3 CC+3 Ga3 E:3 G+D G+3 G+2OLO Jamb 8 10 B a 81DPiwok e 7+8 7+0 7+6 7+8 T+0 7+8 ]+8 ]+B T+e ]+8 TB ]+8 7+8 FOR EXAMPLE ON USING TABLL, 5tte,111,1, If. U DLO WIDTH= NOM. PANEL WIDTH-7' i DLO HEIGHT = DOOR UNIT HEIGHT-10.125- I PANEL HEIGHT = DOOR UNIT i EIGHT - 1.868' Sill Height to Max. (+) DP (Water trisection Rating) Sill Riser Height (Flet'oi Box; see (+)Design Sheet l7 Pressure. Psf Flush-l-1/2' see note3 Low -2.1/2- +46.67 Medium-3414' -60.0 High-4' +90.o SEE NOTES 1-3 OH LENGTH OH RATIO i t OH RATIO = OH LENGTH OH HEIGHT NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4- SILL. :2) WHEN USING -THE 24/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN `US!NG•THE 3-1/4" SILL, POS!rVE WATER DP IS766..0 P.SF MAX. WHEN USING THE,' C! L,POSITIVEWATERDP4S900PSFMAX(NEGATIVEPXSSURESUNCHANGED)"- 'SEETABLE3A 3)4', 3.1/4' AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAK POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 8) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O =r to rccakllm V r1FTEll C .-Interlock P-hook Wckstile@Jamb 1" umbli: Astragal Assembly tccomL±@ Stralght Astragal ga-miragal A embl�rso.-° Unckstile@ 90'Astragal 135-Astragal Assembly Lbckslde@ 335-Astraga1 HedW-dety Stiles Heavy-dutyStile HeaW-duty Stile Heald-dutystlle Heavydury5tlle Heavy-duty5lile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile HeaWduly Astagal '�I� a.J�J�� OulsideC Outside Corner Inside Comer Corner Outside L., �'L � lmidelDomel I I Corner Part MI(x1) 1. Part#61 11 Part#61 Part 1161 (Stile) part#68(Astragal) Part MI Part#61(Stile) Par[#116 (Comer Receiver) Part U119(0uL) part #120 (In.) Pan #61(Stile) Parts #31 Bp32 (Carn. &Fad Mount) Partp61 CERr: OFADM. 025290 :. 15,90LT0 RWDUCl RENgRD utenplylnBNIk1NFW W NuJMgCNs * No. 58705 _ 'HORAGE �.'. :!YORIo'?g" -IMPACT SGD-NON PACT rS�0NALSeIALUM r A. LYM 11116, PE . NT8 8 • 22 PGTB728 C P.EA58705 -NO.kRAME "8+9'P-HOOK ANCHORAGE CONSISTS OF: SEE'C5'CLUSTER SEE JAMB (8) P-HOOK ANCHORS. SEE'CS' CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10 " SPLICE REQUIRED@ (PERPENDICULAR TO GLASS SEE'CS'CLUSTER DETAILS, FOR ASTRAGAL EXTERIOR DETAILS, SHEET 10 FOR REQUIRES "06' SHEET 10 FOR INTERLOCK NOTE. PLANE) SEE TABLE2, SHEET 7 INTERLOCK 24" MA%. O.C. THISPOCKETS "CLUSTER, SEE AND 9 P-HOOK INSTALLATION, ADAPTER 42" NOM. DETAILS, SHEET"11 xa SHEET SEEPOCKET PANEL WIDTH JAMB MOUNTING x / / Xx . x� THIS SHEET ANCHORS MIDWAY o' B"MAX. x xx &SHEETI4 BETWEENP-HOOK 1 I 4PAIRS OF ANCHORS & AT 3' i 1 I o' • FRAME ANCHORS 1 FROM TOP& i¢ 1�4--+m /o ANCHORS 96• (TOTALS BOTTOM tic MAX. O.C. I I 114-MAXO.C, 9 UNIT x 2r MAX. ANCHORS) 4.051' •'MAX TO OPENING i�� (Oa=P-HOOK - HEIGHT D.C. PER JAMB EDGE OF POCKET SEE �n®i I� ANCHORS e "� (SEE JAMB INSTALLATION m DETAIL DETAILS'Jc'&'Kc > _�xHyl®I .0; +'•-po-P!HOOK BELOW) - I END "PANEL SFjEET 14 B PART ;MOUNTING -"MAX ANCHORAGEDETAILS,'J'&'M m �I o, r. 0 MAX 'ADAPTER _ ,._... _ ---4 1 '(2 ANCHORS) ' `. SHEE719 FAR OHORS - - �+:.- ' OGi.I. I Jl.ae. + - I-s'MAx:,:�'i, --sue ( 1..- •:-rJ "'� (I hL,P a-""'...,.:,1='�- -+2 I P-HOOK s ANCHORS END PANEL END PANEL ANCHORAGE •� x x xx x, xx x x �I (SEE SKETCH BELOV✓J ANCHO xxx CENTERLINE B'MAX.,TP. ANCHORAGE _ ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2,04" 24"MAX. 1' EX AMPLE: S-PANEL 2TRACK 90' OUTSIDE CORNER- XX/XXO- EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. '1 42" X96' NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) ANCHORAGE EXAMPLE NOTES - 1) APPROVED ANCHORS: SEE TABLE A. SHEET i 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES IS SHEETS 6S: 42" I CENTERLINE OF NON . r I INTERLOCK HEAD & SILL: 8- MAX. FROM FRAME CORNERS. USE PANEL ROM SEE'85-CLUSTER CLUSTERFEACH WIDTH TERLOCK ANDSTRAIGHTTABLES, SHESPECIFIED AND STRAIGHT DETAILS, SHEET IO AND CORNER ASTRAGAL LOCATION. FOR INTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED INTERMEDIATE "+2"ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" ERPA EL. ADDITIONAL II 11 unv�n.u.e aL EXTERIOR OFPANEL L 21" MAX O.C. L ILI -I JAMBS 8 P-HOOKS: 6'MAX. FROM BOTTOM. 21' MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR--�2—TP, O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPR4PRIATE TABLES, SHEETS 6.6. SEE FRAME P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOI •2"ANCHORAGE SEE -CS -CLUSTER CENTERLINE END PANEL CENTERLINE '06' CLUSTER SEE OF DETAILS. SHEET 10 OF ANCHORAGE DETAILS, SHEET II I{{ H_INTERLOCK FORASTRAGAL ASTRAGAL (2 ANCHORS) 6• I 1 I I MAX SHEETIIFOR pNPI E TO NEW ANG10R OVANRIY. c ..OFAUMS CENTERLINE .+2. OF PANEL 4 L� 4LIV /LRLIIVi OF PANEL 5 stoma {'NTS I 9' ' 22 I' - PG70128 6' MAX. \—:.r 6' SPLICE NOTE: NONSTRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE ER�HEAD OR SILL IFA SPLICE OCCURS AT THE P-HOOK. fi(OOBCT YEVISLp buutnr �e�Jeehh ue ibrida 1" eeRAaenn. n_M.�,,.RS S.r4�W iWe���-v 1 1 UC * : No. 58705 c- ASTRAGAL 1.75" TC EXI�E'IRIOR V ASTRAGAL OR INTERLOCK CENTERLINE I 2.04' d IXTENOR v 4-TRACK ARE LOCATION AS LOR (FOR SPLICE iED INTERLO CONDITION, USE CENTE[t "C6" CLUSTER DE {� 7' 2. 4' RIORd•DIAG. r .. A51 PLICE LOCATION - TERLOCK I ED — CENTERLINE I I 3.5' 21" 'DIAL. MAX' O.C. 7' 2.04 3.5' tERIOR r 2.04' 21' 5.64' MAX. O.C. DIAL. 9D,'C4') ANCHOR xRPRECDIE(ED,"CS') ANCHORS, ARE R�RED,'C6') ANCHOR PAIR mom' I II II 11 1 7E LOCATION ASTRAGAh OR .JFORSP.LICE m E LOCATION n JRMS...�- EDEO- 4, ••MTERLOOK -CONDITION, Ust-_EDED` ' � 204' E�[TERIOR - z3' PAIR. ,,- �"CENTERLINE 1 -C6' CLUSTER DETAIL) p 5 — 3,5' ANCHORS MAY BE INSTALLED 21' EETNER IN THE EXT. ORINT. I2.04° . MAX, TRACK(INT. SHOWN) 4.0W 4.08'O.C.2.04° NOTES:5,64- 1. ALL DIMENSIONS SHOWN 4' DIAG. ExreRIOR ARE BASED ON MIN. 7" I�'1'I6'MAX ALLOWED. ADISILL V 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL L 2. FOR HEAD OR SILL SPLICE ERLOCK R ASTRAGAL OR INTERLOCK A ASTRAGALOR INTERLOCK LOCATIONS/ANCHORAGE AT JSTER (USE WHERE 5 CLUSTER (USE WHERE CLUSTER TRACK FRAME JAMB P-HOOK SEE SHEET 9. RED.-C4-) ANCHORS ARE REQUIRED,-05') ANCHORS ARE REQUIRED,'CG') ANCHOR PAIR mwvcr¢Ev� FOR SPLICE FOR SPLICED uoNriawx`tltPMLo ;E LOCATION ASTRAGAL OR I ASTRAGAL OR ( CONDITIONS ONLY: IwMic.m. (FOR SPLICE CONDITION, DO NOT Avepry,rtNo I n EDED INTERLOCK�1 INTERLOCK CONDITION 'CLUSTERUSE USE THIS DETAIL SPLICE LOCATION CENTERLINE 1 .. CENTERLINE ) l �•++- 175' ..C6' CLUSTER DETAIL) IF NEEDED 3.5• jam' 3.5' 7, 3.5- W�af —c 3-5• ) Fr ) 2.04" EKT(E�RIOR (r 7- --I t/ 4-TRACK FRAME HEAD/SILL Q ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED,'C5°) tmo tEu+�uxo'Y' KVEHIL£ftJ1Zl! IBdl; IB0.1600 Lt' FJ.OF.VIIiL RBAB v MEERIOR V 2.D4' --fL 2.06' 4-TRACK FRAME HEAD/SILL R ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, -C6-) WITH 8 WITHOUT SPLICE CONDITION sc m I NTS 1 10 • 22 1 PGT0128 * No. 56705 A .11 2.04" O�RIOR INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIaa� - 1. ALL DIMENSIONS SHOWN T ARE BASED ON MINIMUM 4'DIAG.. 8.94' ALLOWED. 8.12' �� 3.5" 3.5' 2. DETAILS DEPICT ANCHOR INTERIOR 1, INTERIORI—RI INTERIOR QUANTITY AND SPACING, 90 3. ' 1 ° EXTERIOR 1 ° AND WOULD BE IDENTICAL EXTERIORR 4" DIAG. 4" DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. °+1-ANCHOR 3.5'. II 4' 3.5" 3 " ° 4" 2.04' EXTERIOR 2.04'2.Oe EXTewaa 4' 2.04' T 8.9d' SW CORNER ) 90° CORNER 135' CORNER 135° CORNER I CENTERLINE 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL ff OFPANEL (USE WHERE A CLUSTER,] (USE WHERE 5 OR 6. CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR B CLUSTER, ANCHORS'ARE REQUIRED.* 4' ANCHORS ARE REQUIRED Cfi) ANCHORS ARE REQUIRED M ANCHORS ARE REQUIRED C6) '+2-ANCHOR -' P EXT INTERIOR - -- 'ERIOR INTERIOR - - - ppq tJ cVJ ;: er 3- C403 TV. _t' '+q ANCHOR td-Cl(gC`� rINT.R '.d'.DIAi INTERIOR 4' k 3.5' INTERIOR 7.413.5 CENTERLINE 90° I 7" 135° OF PANEL EXTERIOR .3 3 5° '+3' ANCHOR 4.08" 4.08" 7• 5.37° G. II 5.37" AG. 2.04. CENTERLINE 3.5° �' 4" 3.5" 4 OFPANEL 3.5' EXTEaIOR 4' ON 4'DIAG. E%IERIOR T INTERIOR 42'ANCHOR T T EXTERIOR ALL CENTERLMEOF PANEL go- CORNER 135°CORNER n VIEWS LL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V ERMEDI FRAME HEAD/SI ('Go- ANCHOR CLUSTER REQUIRED ('CT ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4°DIAG. m0mcruvte �I R�WHv4.im ms RbMe INTERIOR 6•12' *�E�RIOR 2.04' eW( 2.04° 35' EWI.I..o-e,.epq CENTERLINE 4• I EXTERIOR INrealOFPANEL 40bv um.fwa.uOn�at INTERIOR 90 3.5' •+3^ANCHOR . - _ - c. • ... `.Y 6.12, 4°D G. 6.12" 4,08' R2.04' 3.5" 4' 4"DIAG.3.5" 7° CENTERLINE ��ONNNERIOR2.04' I OF PANEL `` 90' CORNER 135°CORNER ?;' 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL _ * ; No. 58705 13 ('CT ANCHOR CLUSTER REQUIRED ('CB" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT ] TF= AT ALL 4TRACICORNERS) ATALL 4-TRACK CORNERS) (3-TRACK SIMILAR) /2 _ pp:'�I8)�,'tup; o 10KuiT.wz7s°� ANCHORAGE EXAMPLE CLUSTERS ��`,<oRloa..'�?�� NAL E 4R owsm c NoOIZOES THIS SHEET. cERT. oFAImLaAm SERIES 670 ALUM. SGD-NON-IMPACT '��'ST�IIIIIIING``` �pyMe�T 1>✓ew A. LYNN MILLER P.E. P..,_.m ..- ws ,ti.• .-... - - _ a,,,,;,�.. ® s0o4ro NT5'11'+?2 .._PGT0128 C. .—.v.EA5Bro5 I OGE DISTANCE: ,EE TABLE A, SHEET I 1 1 IXIER[OR i 2-tA6" a _ MA yr MAX. SHIM EXTERIOR s,r.�cuT. T •I _ a T (ABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 - WOODANCHORTI 14 13'r 'm� r SEEANCHOR'INO7 - . %'8;,TABLE AiSHEE Ir .r SEEANCHOR 0H ° NOTE 6,SHEET EXTERIOR 1 2-1A8"' EDGE DISTAI SEE TABLE A. SHE EMBEDMENT: SEE EMBEDMENT: SEE TABLE A. SHEET 1 2X WOOD f TYP., SEE ANCHOR — NOTE 3, SHEET i r SEE ANCHOR NOTES-1 & TABLE A. SHEET I EXTET7RIOR V 1/4' MAX SHIM EMBEDMENT: SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A. SHEET I MIN. OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET 1 —SEE TABLE A, SHEET 1 NOTES: 2-1/16'* 2-1/i 6°' lf4' 1/4' 1. ALL DIMENSIONS o MAX MAX. SHOWN ARE BASED rSHIM EXTERIOR SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAYBE USED FOR ALL FRAME ODD ANCHOR TYP., 2XWOOD WOODANCHORTVP., METAL TVP., SEE SMSANCHOR TVP., TYPES PER TABLE A, :E ANCHOR NOTES' TYP.,SEEANCHOR SEE ANCHOR NOTES TABLEABANCHOR SEE ANCHOR NOTES SHEET 1. TABLE A. SHEET NOTE3,SHEETI &TABLE A, SHEET NOTE 4, SHEET &TABLE A, SHEET IS ( FRAME HEAD ® 3-TRACK FRAME HEAD ® 4-TRACK FRAME HEAD ' DIAGONAL O.C. L NSTALLATION Bw WOOD INSTALLATION Pv METAL INSTALLATION MIN 4" (HEAD &SIL) OR 6' (JAMB) SEE y 2X WOOD .'WOOD ANCHOR TYP., 2X WOOD "7'X;�-_ SMSANCHOR TYP.11.-'+ METAL 'TYP.,SEE DETAILS, SHEETS I0&11 / TYP:,;SEE ANCHOR SEE -ANCHOR NOTES""-TYP., SEE ANCHOR { AM '.- SEE ANCHOR NOTES' TABLEA&ANCHOR-' .NOTE 3; SHEET 1 SEE `& TABLEA BHEET°_1','., NOTE 3,1SHEET 1 r I'S_6 F_ _ & TABLEA, SHEET 1 NOTE 4i SHEET'1 fill, ANCHOR- K" r " 'n I +i f ANCHOR -rain .' Yl " MIN. OF 3 THREADS BEYOND NOTE8NOTE S,THE METAL SUBSTRATE 4HMAX)� EXTERIOR EXTERIOR EMBEDMENT: SEE TABLE A. SHEET 1 2-1116" 2-1f16"' EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET I SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 WE SILL 3-TRACK FRAME SILL ,LLATION Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 —� EDGE DISTANCE: EDGE TA E`A'-4 SEE TABLL A, - 2X WOOD SB-TABLEA, SHEET 1 TYOEANCHOR V SHEET T—T NOTE 3, SHEET NOTE 3 'I�-/ / WOODANCHORT•P., SEE ANCHOR NOTES & TABLE A, SHEET I EXTERIOR 114- MAX. SHIM AME JAMB 3-TRACK FRAME JAMB ALLATION (5 WOOD INSTALLATION IMTZtlea11PGYORNE (en)�eo-rsm tEnr. oRaum. aPzm 4-TRACK FRAME SILL w METAL INSTALLATION EMBEDMENT: SEE�-I�.-- TABLE A. SHEET 1^, METAL TYP., SEE TABLEA & ANCHOR NOTE 4, SHEET 1- SEE TABLE A. SHEET 1 1 !.CPREV® EDGE DISTANCE: SEE TABLE A, SHEET M �prC M.�M WLb1Y Ate'— nrJr Cowl 1'I SMS ANCHOR TYP., ' SEE ANCHOR NOTES & TABLE A. SHEET 1 MIN. OF pIpIN DIr, THREADS BEYOND THE ..... EXTERIOR METAL+ ..... T� V SUBSTRATE 1/4' MAX. SHIM I� . ® 4-TRACK FRAME Iw METAL INSTALLATION ; #No sans __ ' 1g STFIE JJCHORAGE DETAILS cnlco oiu Alcum. ouu-nun-Imrrlw •^nu u,• o•+aw ALYNN MILLER,P.E. SGpdTI HTS' 12 s12 PGTO129 C ' P.E./WM I CONCRETE PER TABLE N SHEET 1 V DEiAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: .EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: T. ALL DIMENSIONS TABLE A ET 1 CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A. SHEET 1 SHOWN ARE BASED 2-1/16 �I PERTABLE PERTABLE ON MIN. ALLOWED. A, SHEET 1 A, SHEET 1 1/4' •DIAGONAL O.C. IS .. -.)I, .� ., - t ;. :.' • i MAX. MIN4'(HEAD&SILL) - 1 r SHIM OR 6'(JAMB )SEE —( q• r 1/4•- 7 DETAILS, SHEETS L EXTERIOR M EXiEWOR I 10&11 M a a S IM SHIM ID 1X CONCRETE AN HOR TYP., PROPERLY SECUREDIX CONCRETEANCHORTYP., PROPERLYSECUREDIX CONCFr 'RETE ANCHOR TYP.. SEE SEE ANCHOR OTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & IEET 1 I TABLE N S ET I ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET I ANCHOR NOTE 3, SHEET I TABLE A, SHEET i 2-TRACK FRAM ® 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD T TION Bc CONCRETEINSTALLATION C®c CONCRETE INSTALLATION f�`.. to ✓r` CONCRETEANCHO EE ANCH 7 EA,S I ' • �EYf.IV0'R .Io.. - NOTE 5, EET E ERIOR T EDGE DI E TABLE A, EMBEDMENT: SEE TABLE A. SHEET 1 YAP! PROPERLY SECURED IX WOOD BUCK TYP.,— SEEANCHORNOTE3, SHEET I CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE N SHEET 1 EXT1ET'T1ROR e V 114" MAX. SHIM • PROPERLY SECURED I X'1 CONCRETE ANCHOR NP.,'�- PROPERLY SECURED 7XY.+' CONCRETE ANCHOR TYP PROPERLY SECURED I%. ti ri ' OODSUCKTYP.SEEY•' :SE6ANCHORNOTES 0` � V/OOb BUCK TYPw5EE.1LFL P SEE ANCHOR NOTE58 WOOD:BUCK TYP.,BEE t -mNRNDTE3BHFET'T "'-' TABLC ., SHEET'f"" ANCHOR NOTE35H "' TABLEA; SHEETI ANG�HpR NOTE 3, SHEET , ' ANOHORiHOc:. ,Ir ;'� Vi`9 FANt!HOR" SL[ LN&Z ,.,. NOTE 5, NOTE 5, SHEETI SHEETI (1/4' MAX.) J, I E%TERIOR - EXTERIOR a a CONCRETE 2-1/16' 2-II18" PERTABLE TARETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: N SHEET I PER SEE TABLE A, SHEET 1 PERTABLA, SEE TABLE A, SHEET 1 N SHEEP A SHEET 1 EMBEDMENT: SEE TABLE A, SHEETI SHEETI EMBEDMENT: SEE TABLE A. SHEETI F ILL ®3-TRACK FRAME SILL ®4-TRACK FRAME SILL INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE ^',. TABLE A, SHEETI wronuC r R¢vrSEp �� ywro me PMriM TABLE A. SHEET 1 �1 TABLE A. SHEETI - EDGE DISTANCE: AM•PMuc Ne 17-049n. dj R+W+I•. • EDGE DISTANCE: PROPERLY SECURED SEE TABLE A. SEE TABLE A, SHEET hte CONCJCMU ANCHOR TYP., SEE ANCHOR 'CE iX WOOD BUCK TYP.. SHEETI SEE ANCHOR NOTE 3 / EDGE DIS NCFtES&TABLE A - EErABL SHEETI I �I,- SHEET, + a1 V16" �LI EET1 CONC./CMU ANCHOR '` 2-1/16" ' TYP., SEE ANCHOR p_iryg•• PROPERLY SECURED I it` NOTES&TABLEN IX WOOD BUCK TYP., SHEETI CONCRETE CONCRETE SEE ANCHOR NOTE 3, OR CMU �rrII�II�II'll CONC E SHEETI OR CMU PER ABLE EXTEROR u PER �O ,...... 4f, !, ��`:'VGENgE'•. �(���' OR CMU EXTEROR A, SHEETI A. SHEEfi PERTABL �I �/ 1/4' MAX. SHIM --� 4•-- _ No. 5B]O6 ' Imo-- A, SHEETI I/4` MAX SHIM * ; : *C Le'r.. oFw acme ,Ip py9y1) L NO fJWIGESTHIS S7, —1 LJ�� eam� ma aWw A. LYNN MRLE0. PE, o..,er o..- .. v e.+ ,II _ _ flm— . I. . ® wlP NTS 13 a 22 PGTDfYB `C . RE.n 58Tu5 INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAMEJAMS SHOWN ARE BASED REOUIREDATALL 2.693°MIN. ON MIN. ALLOWED. INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS SHEET ARE FOR WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER INFILTRATION CONCOCT ILLUSTRATIVE o WOOD ANCHOR TYP., ANCHOR TYP., SEE PURPOSES ONLY. SEE EMBEDMENT: SEEANCHORNOTES &TABLE A. SHEET zs ANCHOR NOTES& TABLE A, SHEET I FOR SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEETI ALL APPROVED SUBSTRATES. SHEET 1 28 ILLUSTRATION, SHEET 9) 1-1/4°MIN. EDGE DISTANCE DISTANCE: SEE EXTERIOR 3. SEE TAKES 73, f TABLE A, SHEET 1 EMBEDMENT: zs � SHEETS 6-8 FOR SEE TABLE A P HOOK MOUNTING REQUIRED P HOOK 28 EXTERIOR SHEET 1 ADAPTER CONCJCMU AND P-HOOK MOUNTING ADAPTER WOOD ANCHOR TYP -. JL u r ie-I Y f PHOOK -n r ,� r,. 1I ' ANGHORTYP SEE. ANCHOgt(4TF+S $,TABLE ANCHOR,QUANTITIES r. tr pare' , 'i t SEEAIJGHOR NOTES , T�--" c GONCRET€OR :t =SL �EM8E0MENT. .- A'SHEETI ' ALSO SEE EXAMPLE •- _ $7ABLE'A, SHEET ( AL505EE TYP. r e-r.. yn,.,. _ SEE :. . q a _ "CMU PER TABLE,r, 7ABLE0. SHEET I' ° - y I (ALSO EE'fYPI,. - ON SHEET 9: - '. I,. ^E-c e ` ILLUSTRATION. SHEET 9) _.2.6T03 .MIN. A SHEETd;:.r'-x-.. EDGE DISTANCE ILLUS TION.SHEET9) .:e:<•,- .. P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18.#20,#22 OR#24, Jc PARTS#18 #20.#22OR#24, II WOOD INSTALLATION EXTERIOR MOUNT SHOWN CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEEANCHOR I P-HOOKMOUNTING CONCRETEOR EMBEDMENT: SEE ADAPTER CONCJCMU NOTE 4, SHEET I; EMBEDMENT: SEE (TABLE A, SHEET ADAPTER SMS TABLE A, SHEET - CMU PER TABLE ANCHOR TYP., SEE MIN. OF 3 THREADS ANCHOR TYP., SEE 0. SHEET 1 ANCHOR NOTES 8 TABLE BEYOND THE METAL ANCHOR NOTES SUBSTRATE 2B &TABLE A, SHEETI EMBEDMENT: (ALSO SEE TYP. (ALSO SlEtION SEE TABLE A, ILLUSTRATION, SHEET 9) 1V000L f REY18PL ILLUSTRATION, SHEETI I1 yq„Ib Ik A,.H. EMBEDMENT: I SHEETS) Am.gtiNs I -D 2n-eq EyMnY.4i. SEE TABLE A. �E E DISTANCE: SEE r TABLE A. SHEET 7-1/4'MIN. EDGE DISTANCE 4 I� 1 n �T�Y�^ 45I4�MJ�SHEETI 30 30 P-HOOK SMS ANCHOR TYR, I. EXTERIOR +y:� P-HOOKCONCJCMU ;;�I. EXTERIOR - ;,ypNy�r SEE ANCHOR NDTES.' n ANCHOR TYP., SEE Jl_ &TABLE A. SHEET C7 ANCHOR NOTES&TABLE V - (ALSO SEE TYP. 2.693' MIN. A, SHEET 1 2.693° MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE IP-HOOK ILLUSTRATION, SHEET 9) FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX Kc SILL RISERS +++ Tyy Kw PARTS#19 #21 #23OR#25, PARTS#19.#21 #23ORi125. METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR �pN..?.... 1,:'VtCENSF'•.�(�� ' (SEE TABLES 10.2A&3A MOUNT (SEE TABLES IA. 2A&3A MOUNT: •, .p s FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY _*; No.58705 °�' '0 'p0 '•. sAIE V fONTEgIMoIooyO N wn�awas ANCHORAGE DETAILS1�1 la "A`'' F 670 ALUM. SGD NON n II LEw.. orAAum. rmaa SERIES - -IMPACT JR OL9N1> L NO CHANGES iHI55HEE(. . s — R..vw +� ALYIIHIIA&IE�P.E. ®- - ED l- NTS 14 +22 .. PGTO128 - C PE.o%TO-- HEADERDETAIL'A', SHEET 18; INSTALLATION DETAILS'Aw' 8'Ad, SHEETS 12 8 13 i ? SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'DW &'De. SHEETS 12'813 MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH TYP. PER TABLES W TT WIDTH ..TI EXI�RIOR } 90° PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL N2, TYPE Og• ,AS. TYKE SHEERAGE CORNER ANCHORAGE SHEETII NOM. MAX. UNIT MAX. PEEL MAX. HEIGHT INTERLOCK DETAIL PANEL WIDTH TYP. DLO PER 'M', SHEET 19 HEIGHT SEE PER HEIGHT TABLES E RiOR INTEROR NOTE2. TABLESI-3 1-3 JAMB DETAIL G3? SHEET 'LATION DETAILS Gv%8'rcLS EEM 12'&13� 90, EXAMPLE: 90= INSIDE CORNER 4 PANELS - XX/XX SILICONE #10 X 1-1I2° PH SMS PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: 11 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 8 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. Y ' DLO WIDTH = NOM. PANEL WIDTH - 7° OLD HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866° 1° 1R0\OCTAEVIc� mp111q vNp uefl?iW AS ltir'Year-�' [ERr.0 AM:7 -c r oia°muec K30 +3uI J�S� �MTS 1J12 *: No. 58705 .� �i A ^n.. Ulr :ONFIG.EXAMPLES INTERLOCK DETAIL IVUKALLUtIAILJUNINI1J t1CCI,J=MNUIWUrvJncc it W, SHEET 19 OPERABLE JAMB DETAIL'GT, SHEET 18: )�...� '�,—INSTALLATION DETAILS'GW &'Ge, SHEETS 12 & 13 FI%ED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W. SHEET HEADER DETAIL'A', SHEET 18. SHEET 18; INSTALLATION DETAILS Aw' 8'Ac', INSTALLATION i I DETAIL ET 1' & 1A INSTALLATION DETAILS SHEETS I2 & 13 DETAILS'GW &�Gc', L2, SHEET 19 'AW 8'Ac', SHEETS 12 813✓/ AHFFTS 19 A 13 , 90' \ PANEL PANELII PANEL PANEL PANEL TYPE TYPE TYPE TYPE I TYPE -PANEL .R. 'L' 0' 'A' A TYPE MAX 'CS' NOM PANEL / / UNIT HEIGHT SILL DETAIL / NOM. / WIDTH T W PER 'D', SHEET MAX PANEL MAX. PER I SEE TABLES ig. WIDTH TI rE DLO HEI SIT. TABLE5IJ '" }t NOTE$ S}1EET 151- 13 L r INSTALL DETAILS Dtb, c PER TABLES» 1 ( ` DW & d I rUI .r(I 1Iq 3,1 S 12 E v. +Wr y1f, :dX, .,.. MAX. DLO PANEL PANEL TYPE TYPE 'OS' 'M MAX. UNIT HEIGHT PER SEE TABLES -- NOTE 2," .., 1.3 JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 I INTERLOCK DETAIL �'M', SHEET 19 90- OUTSIDE CORNER DETAIL'N7', SHEET 19 & CORNERANCHORAGE SHEET 11 NTEROR EXiERIGR Nn.1 DAr.IFI ( MAX. UNIT WIDTH —�: —— i SEE FRAME MAX. UNIT WIDTH PANEL CORNER SILL DETAIL'D', SHEET 18; MAK UNR W IDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRAM 'DW&'Dc, SHEETS'12&13 EXAMPLE: 90°OUTSIDE CORNER =XX/XX (2-TRAA-CKj jl JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILSjLT & INTERLOCK DETAIL V, SHEET 19 INSTALLATION DETAILS'IW & L2, SHEET I9-� ,1 INTERLOCK DETAILV SHEETI9 'IC, SHEETS I2&13 �1 - HEADER DETAIL'C', SHEET HEADER DETAIL 18; INSTALLATION DETAILS ---JAMS ETAIL'H2', SHEET P-HOOK OETNL'J' &'K', SHEET 'B',SHEET IL 1!, 'CW &'Cc', SHEETS 12 & 13 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12', SHEET IS: INSTALLATION 'HW &'He. SHEETS 12 & 13' I 'Jc','KW 8'Kc', SHEET I4 DETAILS'BW &'Be. DETAILS'IW 8'Ic, SHEETS 12 & 13 SHEETS 12 & 13 NIOOUc Ir MEY6Eo MAX. UNIT WIDTH Imo_ MAX. UNIT WIDTH .+t°nPh1YYMH W.lYI.W 0 wwe¢c°a. F11,PNOTE PANEL PANEL PANEL IPANEL PANEL PANEL PANELTYPE TYPE THE TYPE TYPE TYPER.M,'MAX. MAX. UNR NOM. g QQ I NONE. UNIT HEIGHTPANEL Q3' 1 PAN^cL HEIGHT WIDTH TYP �aI / / WIDTH TYP. / PER PER TABLES MAX. PER SEE MAX. PER TABLES 1-3 DLO TABLES to iOTE 2 DLO TABLES 1� 7-3 HEIGHT I SHEETIS HEIGHT x o x YLY.. EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18; J EXAMPLE: XXXO SILL DETAIL'F, SHEET 18; fJ _ � No. 58205 '-.� 3-TRACK RIGHT POCKET INSTALLATION DETAILS (4-TRACK BY-PASS) INSA TALLTION DETAILS 1 'EW 8'Ee, SHEER 12 & 13 'Fw' &'F0', SHEETS 12 & 13 IWOlECHVIXG3YGRYE.P TATE P�4/�' H vErnc� Ec0ms EXAMPLE ELEVATIONS 4i (Wf),IPA16Ltl _ tt`s'r,'�tOR10M,.+G���O ut eERr. oEAurH reesa SERIES 670 ALUM. SGD - NON -IMPACT ,'' it OVAL EN. JR 04py}l C NO CHANGES THIS SHEET. �.. m.e u.p0 s ALNM 1AL111EA`P E. ^^°•' �'__... . °e^ -J :..:. - ^H"m'^'' °C : ° saoaTa NT5 s-i6 • 22 PGT0128 C P.EXM705 Wo�_. Lff n r,. PANEL 81NG1 IN RLI TYPES I ,CUT I � -SINGLE INTERLOCK our II SINGLE INTERLOCK :ffor IN Ie FIXED STILE LOCKSTILE IUD `V�_l4WOLE ^li LU a _ _ ASTMGAL Eo%OU wrrowoLe -I roaro ASTRA ' W J Wl HPNOLE AST / F (n BOX 0 OUT I LL ASTRAGAL II W BOX IN J INTOORNER 90 LONDLELE R- J wr RANOLE xiso II w dZ EXr CORNER W LOCKS.E Wr RANOLE et18 .11 II Exr CORNER ash II 90 RECENER C WIRANOLE tt110 INT CORNER M1 BO RECEIVER • A W/MNOIE 1-' it '- / EXTCORNER I31. iR10 90 RECEN(Ek - '�I�. EXT CORNER �� 35 RECEIVER V wi RANOLE p0T INTCORNER b31 .5 RECEIVER W!MDLE Gg l R e JR 0495N1 C I NO CNANyGI RJR OZM4 i ASSEMBLY DET (SEE SHEETS 12-14 FOR I ERTERIOR 53 1 a SHOWN WITH OPT. SCREEN / TRACK •. 53 tit (as+-�' 53 51 r q6 11 48 4] R EXTERIOR 112 a ITEM 61 SHOWN, ITEM 60 AL 1-3, SHEETS 6-8 FOR DP (PSF 105 FULL PANEL JAMB LENGTH ATION DETAILS) -60 OR 61 105 TH - .. •.5 W LOCKPART ]5610]-11 11 G3 BOOR 81 6 5 Gt 60 OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G7 CLIP #105 WITH FOR FIXED Wf RETAINER#106 OPERABLE PANEL CLIP ]Oj<PAR (SHOWN WITH 7E�n[ERIOR PANEL) FIXED PANEL TO 103 LOCK PART 113 ]5 610]-11 109 SEE DETAIL G2 FOR 60 OR 61 THE INTERIOR) —� 5 L CLIP PANEL CLIP 103 15 5 G 112 �� J 16 A .. TH ..® .{-:. _2-TRACKVAMB . 40 S 1. � - — I . GP OR 61 :. — f • . 1�I FJ(IEWOR E><TERIC(i q �E%TErtIOR , V - CLIP#800R0105 51 5Z' AVISCREEN -- RFTAINERp12? (SHOWN WITH �.-,-Mf-TP -Y.t. ru.;l ^TRACK JAM. --4- Ii1JAMR�B 4-TRACK JAMB 4TRACKJAMI� H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) `'i3 THE EXTERIOR) THE INTERIOR) �DEKTERIOR SEE TABLES TH STILE. 0 E 3-TRACK FRAME SILL N L'ET40E 0.314>6 snl.eo.lmo LSFr. L1'AUlit Rf®B E%1 n4-TRACK OFRAME HEAD 4-TRACK E FRAME SILL MAX. UNIT HEIGHT PER TABLES1a SOOcm - I NTS 1 18 d 22 1 PGTO128 R10DUOTyEy�® �•N.. n 17�i4R. 0�l ew..a»`on.�xo sm * : _ NO,58705 w�T - (SEE SHEETS 12-14 15 EXTERIOR ,rT�EXTERIOR 1 vv E STANDARD S MWITHSTANE EXTERIOR BOX (BOX-OLM MAY TOWARDS INTE DETAILS) I"1 IDMRIOR V da 1i (SILLS EXTERIOR V (� )TM-11G •+�61r 4 INTERIOR Il EXTERIOR �•7 88 11J 103 110 � EXTERIOR ,L#67 ASTRAGAL#68 CORNER -ES#60 ®HEAW-DUTY L2 WITH HEAVY-DUTY STILES#61 (080°OUTSIDE N1 2-TRACK SHOWN \LSHOWN EXTERIOR BOX ASTRAGAL SHOWN .INSTALLED (BOX-0UT) MAY ALSO BE INSTALLED �X-IN) TOWARDS INTERIOR (BOX -IN) 4 INTERIOR 4 IMERIOR NOMRIOR 7 35° 14 6 61 321WEMERIOR ] INSIDE CORNER ®135° 2-TRACK SHOWN INTERIOR V 60 OR 61 INTERLOCK i 14- • REM #61 (HEAVY-DUTY 90°INSIDE CORNER STILE) SHOWN, ITEM 080 ®N 2-TRACK SHOWN (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1.3, SHEETS 6-B FOR DP (PSF) ASSOCIATED WITH STILES. mDucruvw® 31 1R�ra�I.+maevBda. �•PN^«Mo 158101R1 I]�o4�f,r1 EapltiW qlL• ..1-.��`.� N.1 k. 1.L4~Mi INTERIOR M+� NYceN.... * : No. 58105 •. O x cETrc P°AV)N.ld2>9 SERIES 670ALUM. SGD- NON -IMPACT 'Jn1��l�i JR 049YI1 L NOGUNGESMISSHEE. A. WP.E#WER P.E. :NTS 19 a22 PGN12B "ri - "'P.E p59]OS Item # PDT Dw .#PGT# $11!1 . Description 1 17308 1 517"0 ]-TRACK HEAD 2 173M 617303 all 2-TRACK HEAD WITH SCREEN RAIL 3 173M 617309 1 &TRACK HEAD 4 IM12 817312 ; 1 0.TPACK HEAD 5 173W GIM14 II FRAMESCREWCOVER 6 17317 617317 II FRAME HEANJNIB SCREEN ADDON 7 173N 617:Im d12-TRACK Su 0 17301 E17301 , 112.TRACK SILLIH SCREEN RAL WT 9 173W 617307 II �TRACKSLL 10 7310 617310 L0.TPACKSRL " 11 P313 817313 II FRAME SILL TRACK INSERT 12 17315 617315 'I FRAMESLLSCREENAODONJIEENOTE31 13 131E :1: 617315 1I FRAMESLLSCREENENDADDONISEENOTE3) 14 17308 61 30S 1 7 2-TRACK JAMB - 1.15 11302 617302 1[ 2TMCKJAMB IhMi SCREEN MIL 16 17300 611306 °&TRACK JAMB of 11F N s1'-a'> -d 1T 17311 1- 61]3ft ;14TMCKJAMB vt 3J1 " 1 16 R#Y 617323i BIµ PoSER FLA'iI FLUSH, UtIY - 19 17319 611 SDI WEER -BOX FLUSH, 1-IW 20 7321 817321 is SILL RISER - FLAT, LOW, 2-1T 21 17318 617318 fp SLL RISER - BOX LOW, 2-11T 22 1T3S5 E173m SLL FIBER -FLAT, MEDIUM;&1/4' 23 173M 6173M I SILL TIGER -BOX MEDUM.&1M' 24 173M 917323 I SILL RSER- FLAT. HIGH, 4- 25 17M 611 BILL RISER -BGX HIGH, 4' 26 17M 61TWO 1 IPOKXETP4K)OK 27 700 61070 NEOPRENE BULB WBTP FOR PNOOK 26 11336 61Tii4 1 POCI(ETP-HOOKMWNI N 1T335 1 017M5 PNOD(C(AER 90 1]348 817340 fPOCJ(ET P-HOOK FOR BOXRBER 31 1]3)6 6173]E 135 CORNER 32 17378 1 81]378 ,1135 PIGGED MOUNT ITEMS 4053 ARE SCREEN PARTS: 40 4319 61225E ;I SCREEN BIDE RAL-LOG(SPLE 4t 7LOCKWGSe,3OREEN LOCKSET 421 41519 ISCREEN KEEPER SPACER SET tl SIM E8152 SCREENINIERLOCKADAPTER µ µ28 8M20 16CREEN DOUBLE INTERLOCK 45 017 1 612256 '1SOREEN TOP MIL _ 46 4318 1 611 -1 5GREEN BOTTOM M I. 47 660 I 78W STANOARDRO -ER 4B fifi6 7SMX STANDARDROLUER-STSTL 48 43M µ3M I SCREENASTMGAL W 17349 817ND I ORI 6CREENASTRAGAL ADAPTER 51 111 616M 1 SOREENSPLNE-.166' 52 tEN SIGN ISCREENSPLNE-AW 53 6181=0 I SCREEN CLOTH 54 1725 I1/T X4-X IfIV SET. BLOCK, NEOPRENE 55 HS 55 1726 1 V X4- X 1116- SET. BLOCK, NEOPRENE W H5 Item # PGT Dw9.# PGT# ' Description w 173M BIi325 PANEL SIRLE 81 R326 617326 PANEL STLE (HEAW DUN) 62 1]3P 617327 NTERLOCKAGAPTOR L1 1225 SIP246 VINYL BULB WSIP.- THIN 9NSIDE NTERLOCK) 64 1729 TIM BILL END W'EATHERSTRP PAD 65 17328 617328 INTERLOCK$GI COVER fi7 IM29 611J29 ASTRAGAL 6B 17M9 617339 HEAVY DUTY ASTRAGAL fig 11324 SITF4 TOP 880TTOM RAL 70 17350 41730 YJEATiERSTRIF EXTENSION INJECTION MOLDED) Tt 1fi95 71695 1-1@' X V X Y4' HGH Far SEAL DUST PLUGS T2 aim 78153X TANDEM ST. S7L ROLLER ABBY. n aim )BI53N TANDEM NYLONRcUERASSY. i4 SILICONE 0MLIGB, DOWAOS OR GE-7700 75 ..''Bim'� ',I 78155X GEMINIMORIICE 3PLY WALLOCKWILOW TROA PLATE 76 - 7101UNFPFX 41032 X V FIL BE SCREW WI NPE'P M - I 77 7f03111 t0.T2STEELDNCUNU7 _ 1 11 iB'-"11311 611358 1-Y1fiA ]9 17557 617357 - V G BEAD-- 60 17359 617359 711V BEAD I FMD PANEL CUP 82 104 67247K VINYL BULB WEATHEWSTRP m 61745 1TI5 LDWE NO, 1IT XUIT SGL SIDE ADR TAPE, F0.YElR 100 8052 480m ROLLERAD3 HOLE PLUG 101 72087 JAMB BUMPER I= 1696 716M D15TPLUG iW 8186 iB166% 1-KEEPER IN am 7SDKEEP SCREENLOOKKEEPER 105 11341 61]3M FIXED PANEL CUP-T LONG 105 173V 017352 FMIJ PANEL RETAINER-911W ' IN 1139 71739 HANDLE KIT -INIEROR RAISED WITH THUMB TURN, USED WITH#75 1D6 1710 71T40 HANDLE KR-RAISED fJLTEROR HANDLE. USEDVATHWS to 1T31 78IMN HANDS KR-RECESSEDINi. WIDITNMB TURN, USED WITH AS I10 1732 iB178 MNOLE KIT. RECESSED UTERGR PULL, USED MINIM III 71DX44PPSDAX #10 X14- PR PN. TEK-S.S. 112 I= 87516 Wfi1P,90 X.170-FIN SEAL 113 1712 64066 .1 BT X.230' FNSEAL 114 71OX115PPX SIOX1-10 115 71WPT 010XV .1. 720X1X #W20 XP S.S. 117 _ 720G 12X M420Xi-Ws.5. 11B 17336 617306 WDEGREECORNERR'eCENER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTMOAL 120 1733E 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 1 GITM2 FIXED PANEL RETAINER 7/8' LEI OGAUTTL AN136 20 a 22 1 PGTO128 NOTES: 1) ALL ALUMINUM = 6063-TB 2) ITEMS # 33-39, 56.59, 66, 81, 84-99, 121 8,122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. 010 EMS OR 3116" MASONRY ANCHORS @ 24" MAX. O.C. No. 58705 1 Ct m, ,0NAL ISII A LYNN MILLER P.E. '- RE0 58705 - - 0.081' N ♦~- SEE SHEET 5.069° 8.562' 0.080" 1.211. 1.505" c 0.081" c ID 4-TRACK SILL (6063-T6 AL) c 1� 8.528' �( - r 0.080' 02-TRACKHEADWISCREENTRACK - (8063-TB-)'��J�r I } 1.211' i 0.081" O (-TRACK HEAD (8083-T6 AL) i 9.142" 0.081"d-TRACK NFAD 1.505° y 7.3 0.08� 1.872' I-- 0.062" 1.019 y SCREEN 40 STILE (6063-T6 Al) 5.089' 03 TRACK SILL „ l Tsu)x, - r TRACK �191u/ �i" 1 JA `SCREEN 6.ilo.:OBO':i 2-TRACK JAMB'W/. d' TRACT: (6063-T6 AL) -' 1.505 02-TRACKSILL Wl SCREEN TRACK 1.36' I -1 0 (8083-T6AL) II �1 1.514i 0.062' 1.260' 0.532' :060" 1.516" 2,ME HEAD/JAMB SCREEN FRAME SILL SCREEN ' )D-ON ' tz ADD-0N )63-T6 AL) (6063-T6 AL) REQUIRES MIN. #10 SIAS OR VW MASONRY ANCHORS @ 24° MAX. O.C. A:i:Q'2,11„5° 02-TRACK SILL (6063-T6 AL) 0.060" 0.760L' 'I 1.990" BFRAME SILL SCREEN 13 ENDADO-ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16' MASONRY ANCHORS ® 24' MAX. O.C. 15' -y 1- 1,045' 1.993""I O0 E� .1 SCREEN ORAIL' r TOP RAIL (6063 T6 AL) 0.876" 1.993" L 0.062" OSCREEN BOTTOM RAIL (6063-T6 AL) ,, 16 3-TRACK JAMB �+ . •0cmat'�-�.JC, (6063-T6 AL) .• .,<1 * No. U705 1T 4-TRACK JAMB _ •' c�xr. ovwNavae SERIES 67O ALUM. SGD-NON-IMPACT ''6JuNAL ��` 040Y1T C NO CNANGESTIIG SNEE7. r�� s.¢ P.+ur ca �armoan A. LYNAI.(�(IER P.E. ® SGGw10' NTS 2Z a PGT0728 C _ P.Ett seTos ' I nER-��i..,;j"}:fy T 0.718' -'j j� 0.83" 3.802" y �- 3.802" 0.752' I 0.752' } LI 1 0.885' 0.062' �I( 'I 0.574' D.082' J - 0.796' 1.163'� 0.264' J 0.080° 0.233° D.062' 0.075' FRAME F tt SILL 28 P-HOOK 26 P-HOOK MOUNTING 2B P-HOOK SCREW 30 P-HOOK FOR BOX RISER 5 SCREW COVER!; OTRACK O- OADAPTOR OCOVER-' 0.080' (6063-T6 AL) I (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-TB AL) 'I 4" 'sl4° 55' 2.30' 1.488' .p1y 1.739' 080° 0.830 0'�2 1600.0 0.133' 1800 082' � 1, 0.081 303 1.870" 888. 88 32 t5 2i1974/ 3125 ' 44. -{- RTERLOCK INTERLOCK .I Jt 135 CORNERS{'U`j�M, 33 136-FIXED MOUNT - -`AVVW 80 _RTJDARDSDLp5l-� -.61 HEAVY DUTN T .- ADAPTER 65 SCREW COVEF (6063 T6 AL7 )� (6063-T6 AL) (6063-T6 AL) (6063-T6 AL ...,_f.. Ifin63-T6 ALI (6063 T6 ALI 3.979' 0.075' BT STANDARD ASTRAGAL (6063-T6 AL) II 1.003' o.T57' , 0.080" 0.050° J L� OFIXED ,III II t05 PANEL CLIP u �I (6063-T6 AL) I .550' � � 0.863 ED F 0.709' 1291 FIX RETAIN 0.080' �I� I(6063-TI FIXED PANEL tfifi RETAINER. 911W f (6063-T6 AL) 3.979' --�1 0.075" jam- 4.12:i �T 1.050" (�-� 1.050. (� --�11.050, I� 1.645' 0.062' 1.304' .28 I 045' .8A .045" 3.25' -�I GLAZING 7/16'GLAZING 3/18"81/4' NEAW DUTY ASTRAGAL b9 TOP/BOTTOM RAIL 79 W 76 68O O OBEAD I.G. OBEAD. CLIP GLAZING (6063-T6 AL) (8063-T6 AL) (6063d8 AL) PANELCLIP DEAD -- (6063-TB AL) (6063-T6 AL) Y- rF 2.8A282G' 1.498° BO' i t8 90_INSIDE/OUTSIDE CORNER RECEIVER (6063-T6 AL) 4' I �s- 0.13 1IO AAA" 5.621" 119 90° OUTSIDE CORNER ASTRAGAL (608346 AL) 5,621" 0.133' 4' 120 90" INSIDE CORNER ASTRAGAL (6063-T6AL) 22. a 22 1 " PGT0128 m * : NA.58705 .. A. LYNN MILLER P.E. P.ENW05 Florida Building Code Online Page 1 of 3 BCIS Home Log In # User 4e9briNoa ; Hat Topic, Submit S.,rharge I Shut Fads publications j FBC Staff j BC35 Site Map j Links Search Rnt Euct Approval Public usef �EaProd Ama rtAan""!Hen. pad Rnr coo: carom seard,> I'ati . > ADplitation Detail F # Application Type Code Version Application Status ' Comments Archived product Manufacturer Address/lomme/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email r) Category Subcategory Compliance Method Certification Agency j Validated By Referenced Standard and Year',6 Standard) Equivalence of Product Stamdarc. Certified By ( , 1C' Product Approval Method ;^ LO.'aved rov y DBPR. Approvals t ne Cammission If recess. 8 Jens Rosowski jrasowskl@pg[industnes.com Jens Rosowski 1070 Technology Drive L, Nokomis, FL 34275 (941)486-0100 Ext 21140 Jrosowski@potindusWes.com Wadi Single Hung ,£ertificationpEFk or Listing DBPR shall be reviewed and ratified by the POC Keystone Certifications, Inc.. Steven M. Urich, RE Validatlon Checklist - Hardoopy Received Standard `/ear AAMA/WDMA/CSA 101/IS21A440 2011 AAMA/WDMA/CSA 101/152/A 140 2005 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 AST7M-E1886- - _ - — _ — —==r=2005-- ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 . c s p "y t i�y http://www.floridabuilding.org/prLpr_, app_dti.aspx?param=wGEVXOcvtDgsbCUITKe120D... 2/27/2018 Florida Building .Code Onlineq' ' „ t - Date Submitted Date Validated Date Pending FBC Approval _ Date Approved H Page 2 of 3 09/05/2017 09/22/2017 J e,ti 09/27/2017 ' Summary of Products FL # IMM1.1, Number or Name Description 1435.1 ISM - 200 Aluminum Single Hung Window (Sid. Meeting Rail, Inc. Pass-Thru) Limits of Use . 4 Certification Agency Certificate Approved for use in HVHZ: Nd EL1435 Cf C ,_rtiQ(at'ona=Sna4St.2ai Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Dale impact Resistant: No, 02116/2019 ' Design Pressure: Ni Installation Instructions Other: Please see the Installation Instructions for design pressure, size M-1435 R20 11 SH-200.odf and anchorage Information. The P255-Thru version was not tested for Verified By: A. Lynn Miller, PE 58705 water Iri ltration. Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-200 S D Eveluatlon 0917.odf Created by Independent Third Party: No 1435.2 1541 - 200 HD Aluminum Single Hung Window with HD Meeting Rail) Limits of Use , : Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC 190-1003CAR2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/08/2020 Design Pressure: N/A Installation Instructions Other: Please see the Imstallatiop4haltiatictions for design pressure, size FL1435 R20 11 5H-2,Q0HD.ggf and anchorage Informatl '., Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No f: Evaluation Reports R1435 R20 AE SH-200 HD Evaluation 0911.001' Created by Independent Third Party: No 1435.3 O•i ISH> 800 WlnGuafd Multistory Aluminum Single Hung Window Limits of Use 'o 1 carte 1 Approved for use HZ:No 43 A ^fi i:nir C. df c Approved for use cubit :HVHZ: Yes Assurance Contrac Ratio Data Impact Resistant: Ntl"^ ^ '^_ 09/07/2020 I Design Pressure: ' tion Instructions =R20Ar he Ins Other: Please see Me Installation Instructions for design prFL1435By: 11 ion. anchorage information. Miller, P.E.and By: A. Lynn Miller, P.SBJO Lynn by Indepentlent Thud Pa o .- ion Reports 5 R2 E 5.8 ll. tlf Crea ent Third Parry: No 1435.4 JSHe54010 Energi Vinyl Single Hung Window i Limits of Use Certification Agency Certificate I Approved for use in HVHZ: No FL1435 R20 C CAC SH-5400 Certificatlan.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No ° Z` 08/13/2018 Design Pressure: N/A Ye Installation Instructions Other: Please See the Installation Instructions for design pressure, size FL1435 R20 II, SH-5400 df and anchorage Information. Verified By: A. Lynn Miller, P.E. 58105 Created by Independent Third Parry: No Evaluation Reports FL3435 R20 AE SH-5400 Evaluation 0917.odf 'd Created by Independent ThiN Party: No 1435.5 ,'nV`ll SHa5500 WinGuard Vinyl Single Hung Window ' Limits of Use tur-•'1'•". H, Certification Agency Certificate Approved for use Insh1VHZ: NIS FL1435 R20 C CAC SH-5500 Casollcatlon.odf Approved for use could¢ HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes^'W° 10/01/2018 Design Pressure: N/A'.p I Installation Instructions Other: Please see the Installation Instructions for design pressure, size FL1435 R20 II 5H-5500-odl and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Report$ yj• FL1435 R20 AE' SF7-5500 Evaluation 09170df - Created by Independent Third Party: No I . Ids - n� Q Nxxz YI ,�—£2601 BIa1r Stone RdaEf Tz115tiassea Ft.32i99 PM1one: 850-Ge>-lRl4 TM1e Stale of Fladda iAn AA(EEO employer. CoOvrlaM1[ 200J-2013 SW[¢ of Florida.:: Pdvacv Statement :: Acasslbllirr Statement;: Refund Statement 9;dras �. Under Florida law, emtead,, resses rice publicoffice by phone if you do not want yours -mall address released in response tia 8U0.487.1 N5.'pursu do not sentl 455.275 lectronic Mail to this Soucy. Ins11 WMattthe affix by phone s is traditional mall If you 5, F. any must pareomJgle De comae 8with an mail address If toy ctionhave 455.The -- -- (1),Florltla Statutes,ebieelp ORotier 1,2U12,icstloeeslicensedunder Howevrr emilamustes are Department withanemail address If theyhaveone. The ¢malls provide may eph3ud•fdr withal a mmunladon with is me his made However email addresses as public record. a you do not, under er suppler D 5, F.S. address, please previde the Depanmen[ with an email address which an be made available [o Me public. To determine if you are a licensre under Chapter 455, F.S., please dkkfVLC. n� Product Appr��ova�ll Accepts: .1 http://www.floridabuilding.org/pi/pr=app_dtl.aspx?param=wGEVXQwtDgsbCUITKel20D... 2/27/2018 Florida Building Code OnlinellR Page 3 of 3 http://www.floridabuilding.org/prlpr__app_dtl.aspx?param=wGEVXQwtDqsbCUITKel2OD... 2/27/2018 b i� d GENERALNOTES: �II 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. ,1 2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2' THICK. 1X WOOD BUCKS ARE OPTIONPl_ IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. p ADD 1 ANC 53-118' MAX. TIP -TO -TIP AT MID-S - 52-1/8' MAX. BUCK - FOR > 39"il I__ \� 1 3) SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 11 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS 1,':I 6, CAPABLE OF TRANSFERRING AP PLIED LOADS. e.+ � -TI - 3)ANCHORSSHALL'eE COATEOORCORROSION • AEBISTANT AS APPIjO,PFIATE,FOR SUSSTRAT-. MATMAL. I�DISSIMILAR LIATERI SHALL BEIPROTECTED AS"--r, _ I REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE' 6) ADHESIVE SEALANT $HALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIK OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE 3-5/B' MAX TO _T MAX. I I -TIP ocr P7",. 1 . I MM I 1 I — I I I 3-5/8' MAX I MASONRY UNITS COMPLYING WITH ASTM O90, GWNG T COMPLIES WITH ASTM El300.. I r FLANGE FRAME B)THESTRESS INCREASE WASINOTUSED IN THIS EQUAL-LITE SASH STYLE ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FORFOR THE EEVALUATION OF W000 SCREWS. 9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. TeRI F 1 BuckSHe Sash Style Desl n Pmssurel Options wid#m Certification Numbers Test Re carts Ice1 80 I30 ROM., TP. Glass AT1- 52-1/8" 75" Vqual 190-427428 DrOnal Ib 150 Rail ReinL.,TP. Glass 76462.01 ANCHOR LOCATIONS 8 SPACING ADD 1 ANCHOR _- 53-118" MAX. TIP -TO -TIP I -- AT MID -SPAN _ 52-1/8' MAX. BUCK 1 3/4" FOR WW>39" 1 �1 17-314" M MAX 3-5/e' MAX 1 T. 1 7-1/2' MAX i 7-1122'' MAX I _ / I — 75- 76' MAX. 7` IP-TO-TIP K j I MAX. UCK 1 �" I' BUCK 10-1/8, I I MAXL -1 7-1/2T' MAX -- i 7-1/2° MAX 3-5/8" MAX FLANGE FRAME. ORIEL SASH STYLE TARI F 2 AKb Type SUbatmle Min. Edge Gist. Min. Embedment C251eN EMS Wadd(SJulhem Pine) Ur 13 Steel Stud Gr33 .m (B GA) aumlllulnSO6.Ti _310' 3/8' 1!B' 10 1/4' Mesarsy Am w Candela 1' I� w or: CMU 2-0/Y 1-1/4' F rKsl®mPAlEs.sCRFV/flJeFDA1FMSYALLBEMN]T11EMS eEv 1NSNE FAC£aF NAIEIOAL I` 111'Inlnlj I� .: ._.. Nq;//lF ��� . _557f '.. -P C:' :;. 5T05 '. * J. ROSOWSKI 03/16I11 ALUMINUM 60GLT6,w Awrrmanwv Aarmrovamm mo.a+nrseu�avAano�F, �sman IM1PInM J IS +j S a.or ((,� 'c'm p 1070TECHNOLOGY DRNE NOKOMIS. FL U275 FL m SINGLE HUNG INSTALLATION A. Lynn M9ler.P£. P.E. fl58]O6 � 9H 800 NT S 1 IN ~12 o.rFw 3031116JR w. III II 'I EDGE Lam. I — DISTANCE EMBEDMENT I _ � I E%TERIQR�-0 Z CPp_)A " : "/`. FLANGE FRAME ` rIA\r2FrRAM"1'l .i-4110N EXTERIOR NO ANCHORS REQUIRED 1 .. SHIM EMS - FLANGEHHAN�E T'LLVIDN HEADINSTALLATION (USING 1X WOODSTRIP) - FLANGE FEE 4 SILL INSTALLATION (USING 1X WOODSTRIP) INSTALLATION NOTES: 1) SEE SHEET 1 FOR ANCHORAGE, SUBSTRATE AND SPACING REQUIREMENTS. 2) FOR SMOOTH SASH OPERATION, THE ANCHORS BELOW THE MEETING RAIL MUST BE FLATHEADS. FOR ALL OTHER ANCHORS, FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. 3) MAX. SHIM THICKNESS TOBE:I LANC d) FL ANGE MAY REMOVED TO CREATE EQUAL -LEG FRAME -USE FLANGE FRAME INSTALLATION. not ANCHOR BELOW OEETING RAIL (MUST BE FLATHEAD) 4 SHIM EXTERIOR FLANGE FRAME . I1 - JAMS INSTALLATION "'(DIRECTLY TO SUBSTRATE) 0�o1 E J ANCHOR EXTERIOR BELOW / MEETING RAIL (MUSTBE FLATHEAD) )R IS D ANCHORS ABOVE 1X SHIM MEETING WOOD RAIL •, u; u;;,/ . JAMBINSTALLATION 'I. (USING I%WOODSTRIP) 5$i CS J. ROSOWSK11 03115111 1070TECHNCLDGYDRNE NDKDAUS•FL N2T5 ies FLCERT OFAUTH.:292% SINGLE HUNG INSTALLATION A. LM Miller, P.E.#59T05'E HS -500 NTS I 2 o1'2 I�v�. 3031511JR Florida Building Code Online, Page 1 of 3 BCISHome Login { User Reglstravon Hot Topics i Submltsurcbarge star&Facts Publlaatlons j FaCoaH' BCISSRe Map Unks Search dnd+ r p111. Product Approval un,Prptlort USER: PublicU., Auomval Menu> Pmeuct nr.me111a0.0 searrn> rca' >a npetail FL # FL242-R22 Appllcaton Type Revision Code Version- 2017 Application Status p-' roved l . 1 "Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC ,1 and/or me Commission If necessary. +I Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical RepresentatlV6 Address/Phone/Email Quality Assurance RepresenG2F✓: Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By t Referenced Standard and Ye, cf'3tandard) Equivalence of Product Standards = Cartihed By —-- POT Industries I WO Technology Drive North Venice, FL 3 _UrCIT Ext 22318 druark@pgtindustrles.com lens Rosowski lmsowskl@pgtindustnes.com Jens Rosowski 1070 Technology Ddve Nokomis, FL 34275 (941) 486-0100 En 21140 Jmsawskl@pgtindustdes.com (: Windows Horizontal Slider le sting Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Product Approval Method Method 1 Option A Date Submitted 09/25/2017 Date Validated 10/16/2017 Date pending FBC Approval Date Approved 10/26/2017 Year 1994 http://www.floridabuilding.org/pr/1,;:_ app_dtl.aspx?param=wGEVXQ,;vtDquUsDrhuM3D... 2/27/2018 III � ! �vil � < ._ _ R.� • � � ��.1 _ �_�" _� �TI' 1 1..� �T ���� � 1 S ��. Florida Building Code Online. '` Page 2 of 3 Summary of Products FL # Model, Number or Name Description 242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes F1262 RZ2_C_CAC_L7 4_J U p9t Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL242 R22 11 17-0411 OS odf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.2 IHR-.610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FI-242 R22 C CAC 17-0411.O7.pcf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL242 R22 11 17-0411.07.vd for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spaclno,information. - Created by Independent Thlrtl Party: Evaluation Reports Created by Independent ThIM Party: 242.3 HR E710 (Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agepcy Certificate Approved for use In HVH'2: Yas FL242 R22 C CAC 17-0411,OG.odf Approved for use outside tiVji2: Yes y nsur_aWEUTImtmGration Date Impact Resistant: Yes 42/21/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Datle County Notice of Acceptance ( FL242 R22 11 ll-0411.06.Ddf ICI for product performance Information, anchorage details, and anchor -Dade BO' type, size, and spacing information. Created by Intlepentlent Third Parry: Evaluation Reports Created by Independent ThlM Pa i 242.4 _' HR- 810 (Large Missile Impact) Multi -Story Aluminum Horizontal Roller Window v Limits of Use Certification Agency Certificate Approved for use In HVHZ: `:e5 FL242 R22 C CAC 17-0411.03 LM.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I Impact Resistant: Yes 11/01/2022 Design Pressure: N/A, i Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL242 R22 11 17-0411.03 LM.Daf for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER �'. type, size, and spacing lnfor iaaoh. Created by Independent Third Party: Evaluation Reports -"• Created by Independent Third Party: 242.5 HR - 810 (Small Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVIIZ: Yes FL242 R22 C CAL 17-0411.04 SM.Odf Quality Assurance Contract Expiration Date 1 Impact Resistant: Yes 11/01/2022 d Design Pressure: N/A Installation In. ..Yuctlons Other: Please see the Mlainl-Uade County Notice of Acceptance (NOA) FL242 R22 It 17.0411.04 SM,ml for product performance Inform idon, anchorage details, and anchor type, size, and spacing Information. Verified By: Miami -Dade BCCO - CER Created by Independent ThIM Party: Evaluation Reports _ Created by rntlepordent Ttim Party: 1242.6 HR-5410 (Non -Impact) Vinyl Horizontal Roller Window • Limits of Use Certification Agency Certificate ' V j Approved for use In HVHZ: Yes Approved for use outsPde HVHZ: Yes Impact Resistant: No- Design Pressure: N/A FL242 R22 C CAC 17-0411.09.Ddf Quality Assurance Contract Expiration Date 09/24/2020 Installation Instructions j Other: Please see 66 Miafru-Dade County Notice of Acceptance (NOA) FL242 R22 It 17-0411.09.odf for product performance Information, anchorage details, and anchor Verified By: MIamI-Dade BCCO - CER type, size, and spacing Informatiotl. Created by Independent ThlM Party: - Evaluation Reports Created by Independent ThIM Parry: 2427 LkF-5510 (Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate I Approved for use In HVHZ: Yes Approved for use outside MVHZ: Yes FL242 R22 C CAC 17-0411.08.ndf Quality Assurance Contract Expiration Data Impact Resistant: Yes 09/24/2020 ! Design Pressure: N/A Installation Instructions Other: Please see the Mlaml-Ddde County Notice of Acceptance (NOA) FL242 R22 It 17,0411 OB Ddf l for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type,size,and spacing. Information.___--- —_---. - _ - _ - - Created by independent-raho Party: '�- Evaluation Reports _ -� _- - -- Created by Independent Third Party: -242.8 SGD'- 770 Window (Impact)Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate _ Approved for use In HVHZ:'!C-$ Approved for use oultdrib HVHZ: Yes FL242 R22 C CAC 17-042017 WI d df Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/IZ/2020 j Design Pressure: N/A„- Other: Please see the MlapI1I-Dade County Notice of Acceptance (NOA) I for product perfornance InformAZ, anchorage details, and anchor Installation Instructions FL242 R22 11 17-0420.17 Windmw.Ddt Verified By: Miami -Dade BCCO - CER type, size, and spacing)nfonmatid Created by Independent ThIM Party: Evaluation Reports Created by Independent Third Party: 242.9 SGD-2500 Window (Non -Impact) Aluminum HorizonIduRoller Window 'Limits of Use Certification Agency Certificate Approved for use In HVHZ: Ye% FL242 R22 C CAC 97-0420.15 Window.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/2Z/2018 http://Www.floridabuilding-org/pr/pr_ app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 2/27/2018 Florida Building Code Online mti'::i= Ili Page 3 of 3 Design Pressure: NIA Installation Instructions Other: Please see the -Mialf l-Dad& County Notice of Acceptance (NOA) F1242 R22 1( 12-0420.15 Window.od P mance for product perforinformation, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER 1 type, Size, and spacing information. Created by Independent Thiro Parry: Evaluation Reports ' Created by lnde"pendent Third Party: '242.10 SGDi5570 Window (Impact) Vinyl Honcontal.Roller Window Limits of Use Certification Agency Certificate Approved for use In 01-in YEs FL242 R22 C CAC T➢-0420.16 VVmdow.Odr Approved for use outsidi: HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/04/2021 Design Pressure: N/A - i . .i Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL242 R22 It 17-0420 16 Window.ndf for Product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Third Party: Evaluation Reports „ + Created by Independent Third Party: (1p' e Comat t Us:: 2601 nlalr Stam Road, Tallahassee FL 32399 Phone: 850-487-I824 The State of Florida u an AA/EEO employer. CoovrloM1t 2002-ID13 State of Florida.:: Privacy Statement :: Acc¢ssibhlty Statement :: Refund Statement Under Flodda lawr email addresses, are public records. If you do not wan[ your a tradlno-mail address released in'Fesponse to a public -records request, do not send electronic mall to this enOry. Instead, contact the office by phone or by nal mail. If you have any quesObns, please contact 850ABL1395.'Pormant to Section 455.275 (1), Florida StaWtes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must Provide Department with an email address if they have one. The emalls provided may be usel!lI for Mullcommunication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the DepaNiiart with an emall address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . 15 Product Approval Accepts: MI ® Ed M Credit Card M: Safe Lt r m w '11i4. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 2/27/2018 ' p � t t;. 'S 9 1, MIAMI DARE j e 1' DEPARTMENT OF REGULATORXAND ECONOMIC RESOURCES (RER)- BOARD AND CODE ADMINISTRATION DIVISION 1► [0�[�1� [�77 �Ky� 'eT � PGT Industries, Inc. =1' 1070 Technology Drive '! North Venice, FL 34275 SCOPE: f(>:I�'; .1 This NOA is being issued 'und materials. The documentation s Product Control Section to be ii Having Jurisdiction (AHJ). . This NOA shall not be valid a Control Section (In Miami -Dade the right to have this product.or fails to perform in the accepted may immediately revoke, tnodi RER reserves the right to revoke Section that this product or'thate This product is approved as- des Code, including the ' le ocrt DESCRIPTION: S. ie , i`HR-7 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 my .mismidade.gov/economy et' the applicable rules and regulations governing the use of construction ubmitted has been reviewed and accepted by Miami -Dade County RER - sed in Miami Dade County and other areas where allowed by the Authority fter the expiration date stated beloiu:.lThe Miami —Dade County Product e County) and/or the AHJ (in areas other than Miami —Dade County) reserve material tested for quality assurance, purposes. If this product or material manner, the manufacturer will incur the expense of such testing and the AHJ fy, or suspend the use of such product or material within their jurisdiction. this acceptance, if it is determined by Miami —Dade County Product Control rial fails to meet the requirements of the,applicable building code. cmm�ly with the Florida Building Hurricane Zone. - Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCiJ1VIE rawrng No. 4121 ; pact", sheets 1 through 11 of 11dated!02/28/06, with revision H dated 03/2010, 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 numb nd expiratiotr da a Miami -Dade County Product Control Section. G" MISSILE IMPACT RATy Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a p th the ma ame or logo, city, state, model/series, and following'statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. T ` r' o> ,. RENEWAL of this NOA shall �ie 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 thils'NOA will occur after the expiration date or if there has been a revision or change in.the materials, use, andlor manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall autoiiiatically terminate this NOA. Failure to comply with any section of thi's!NOA shall be cause for termination `an3'.iemoval of NOA. ADVERTISEMENT: T1ret 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 id'its entirety. _ _ __ ---INSPECTION:=A=copy of=this=entire-NOA shall be'provided`totli-e usei`by the rraatifacturei or -its r distributors and shall be availabld. for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16;0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as - well as approval documerif iienti6ned above. The submitted documents- "o " ""reviewed by Jorge M. Plasencia, P.E. NOA No. 17- r Expiration Date: December 21, 2021 ` lZ31Zo.t? Ott Approval Date: August31,2017 Pa el PGT Industries. Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted'underNOA'sNo. 07-0815.09 and 06-0405.06) 2. Drawing No: 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of11,dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 4) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 12) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS i spacer system, Duraseal®spacer system, Super Spacer° NXTrm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test",Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and,010'/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted`un6r' previousNOANo. 16-0714.13) 2. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT;: -5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted'uncer NOA No. 07-0815.09) 3. Test reports'on: 1) Air Infiltration Test, per FBC, TAS 202-94 r `2) Uniform Static Air Pressure Test,'Loading per FBC TAS 202-94 '3) Water Resistance Test, per FBC, TAS 202-94 S Large Missile Impact Test per FBC, TAS 201-94 ') Cyclic Wind Pressure Loading per FBC, TAS 203-94 Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with`marked-up drawings and installation diagram of an XOX aluminum horizontal sliding' window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 4858, dated 03/08/06, signed and sealed by Edmundo Largaespa&, P.E. (Submitted tinderNOANo. 06-0405.06) r orge M. Plasencia, P.E. Pro$ ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 I PGT Industries, Inc. NOTICE.OY+ ACCEPTANCE: EVIDENCE-SIUBMITTED B. TESTS (CONTINUEbIr 4. Test reports.on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 -3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with mar$ed-up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Vesting Laboratory, Inc., Test Report Not TU4859, dated 03/08/06, signed and ;sedled by Edmundo Largaespada, P.E. , (Submitted under NOANo. 06-0405.06) C. CALCULATIONS' 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014) and FBC-6'h Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by inanitfacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 e D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-111701°:issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Colbr PVB Glass Interlayers" dated 0.1/19/17, expiring on 07/08/19, 5 F. STATEMENTS 1. Statement lettera'of conformance, complying with FBC-5'h Edition (2014) and FBC- ( 6th Edition--'(2017�, dated-07/28/17, issued by manufacturer, signed and sealed by A. i Lynn Miller; P.E' 2. Statement letter`"of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed -by A. Lynn Miller, P.E. 3. Proposal No. 16437213 issued by the Product Control Section, dated 11109116, signed by Manuel Perez, P.E. 4. Proposal Nof 16' 0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Ch'anda, P.E. �- . — —(Submitted urTdet previous NOA-N6 16=0714.13)' -- -- rge M. Plaseneia, P.E. Prod ct Control Unit Supervisor 1 ; NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 z sI , C�91 a ' PGT Industries, Inc. I NOTICE. OF ACCEPTANCE: EVIDENCE. SUBMITTED .F F. STATEMENTS (CONTINUED) 5. Laboratoryeoeipliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted underNOA No. 07-0815.09) 6. Laboratory' compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo'�Largaespada, P.E. (Submitted udder NOA No. 06-0405.06) G. OTHERS 0 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window = L.M.I., approved on 09/01/16 and expiring on'U/21/21. d i 4 a i' lti jitd I .rT, it It t f e orge M. Plasencia, P.E. Pr9 cruet Control Unit Supervisor 7 NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 1 1. GLAZING OPTIONS: (SEE DETAILS ON SHE A 5/16' LAMI CONSISTING OF (2) LITES O B. 5/16' LAMI CONSISTING OF (1) LITE OF C. 5/16' LAMI CONSISTING OF (2) LITES C D. 7/16' LAMI'CONSISTING OF (2) LRES O E. 7116" LAMI CONSISTING OF (1) LITE OF F. 7118" LAMI CONSISTING OF (2) LITES O G. 1311S' LAMI 10: (1) LITE OF 1/8' OR 3116 CONSISTING OF (2) LITES OF 1/8 ANN H. 13H6' LAMI IG: (1) LITE OF 1/8- OR 3116 OF 1/8' HEAT STRENGTHENED GLASS I.13/16" LAMI IG: (1) LITE OF 118" OR 3116' CONSISTING OF (2) LITES OF 1/8" HEAT J. 1318' LAMI IG: (1) LITE OF 118'OR NET CONSISTING OF(2) UI-ES OF &16-ANF IL 13M6' LAMI1G:(Il LITE OF 118' OR 3115 :1 2). 1/8" ANNEALED GLASS WITH WA.090' FIVE INTERLAYER IS -ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" PVB INIERLAYER. 118"HEAT STRENGTHENED GLASS WITH A.09V PV13 INTERLAYER. 3116' ANNEALED GLASS WITH A.09P PVB INTERIAYER. I/16" ANNEALED GLASS AND (1) LITE OF 3/1 B" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER 3116' HEAT STRENGTHENED GLASS WITH A.C90- PVB INTERLAYER ANNEALED (MIN.) GLASS, 5/16" OR 319' AIR SPACE AND 5116' LAMI ALED GLASS WITH A.000" PVB INTERLAYER. ANNEALED (MIN.) GLASS, 5116" OR 3(87 AIR SPACE AND 511V LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE IWACTMTING DESIGNPMiWLiREMTING IARGE B SMALL MWiLE IMPACT RESISTANT VMIESPEROPIIONS, SEESHEET8 5118" OR 3/8" AIR SPACE AND 5/1W LAMI MTH A.090' PVB INTERLAYER 3/16-OR1/4'AIR SPACE AND 7/16'LAMI _ O'PVBINTERLAYER -- - - --- - -- ,3/16-OR1/4- AIRSPACE AND 716' WJ1 OF N18- HEAT STRENGTHENED< LASS WITH A.090- PVS INTERIAYER. YELA3/56"L'A66 IGjL:rTE OF. 118- ORWEI'ANNEAOED' IN. GLASS.,3/16".OR 1/4"AIR SPACE AND 7/16":LAMI T R4 ) - 1'I n.c rNw tn.: •,x,vFc" CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH A.090' FVB INTEFNAYER 2. CONFIGURATIONS: OX XXO XOX . 11 3. DESIGN PRESSURES: (SEE TABLES, SHEETS) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED Ile THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 11 B. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-0859 AND FTL-5330. ELCOULTRACONNONS ANShAFBPA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZA13OVE 30 FT, GLASS TYPES G - L SHALL HAVE ATEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABLE I• II 1 WHERE SUBSTRATE Anchor GroupAnchor Type Frame Member Substrate min. Edge Distance 81in. 0.C, Distance im Mm �tlltedmant or Metal Thicknece A,..-:r(Irun. 2, Steel SMS (Gr.. 5)L d�eYeadi Leiotd` metal substrate) AII'i' Southern Pine (SG 0.55) 9116' T/8° B° 6083-TS AI:aNnvn A363Yeel or Gr. 33 Simi Stud 318. 9/16" 0.045(1B Ga) B 1/4'Eko U.ImCwS Jamb . Hallow Block (ASTM COD) 13/4" w 1-114' All ', Concrete min. Z85 ks1 1" 4" 13/4' All f Southem Pine SG-0.55 1. 1' I've, ax ® All I. 2-712' B' C 1!4' 470 SS Ek:o CreteFlex mb ,1l1 Beck, (ASTM C90 All , Dono, h n. 3.35 kel) 2-114 4" 1314' Memdal Min. Fr Min, Fu Steals wp410 @kg! 12a WI UI Ov!.O edOftuM 1 WI tTl ks" 189.]kei -ffz Mrvnum teal 6083T0 AlIeNnum 25 50 kM Aga Sleet 36 Ul ee kdi Gr. 33 SteN SW4 MW 331u1 as x4 CONDITIONS FROM ANCHORAGE FROM MORE THAN ONE O E, E ANCHOR CHOOSET GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL I� SUBSEQUENTTABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODES/STMDARDSU M: •201] FLORIDA8URDNG CODE(FBCL 6R1 EDM0N •2D14 FLORIDA BUIDNG WDE(IRCL IM-1EDmON -•ASTIR E130D09 •ANSVAFRPAN0.S2mS FOR WOOD MNSTRUCTION •ALUMINUM DESIGN MANUAL,ADM-201a •AMI S100.12 •RISC 360.10 NOA DRAWING MAP SHEET GENERAL NOTES ............. i GLAZING DETAILS ............ 2 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS............ 4 CORNER DETAIL .............. 4 PARTS LIST ....................... 5 EXTRUSIONS .................... 6 INSTALLATION .................. 7 DESIGN PRESSURES....... 8 ANCHOR QUANTITY ......... 9-11 PRODUCT REVISED mpyin9 vdtn axe R.dda Building code No"A 17-0411.06 �u s 0 q 0. 5 rc m N O SW� 4 a rz� Sao oZ� ¢ J Q 0 o g 4 pAs R Z IQ -I W O m z 0 2 z •oa o g w 5l16" LAMINATED GLASS 7/1W LAMINATED GLASS c a 1r C� RR IN7EkIOR� SE0"C415t r II (ALL SECTIONS) b0 21 50 85-88 I 85-88 112" NOM. I 112" NOM. 59 GLASB BITE ,I 50 GLASS BITE WITH DESICCANT E .GLASS' STRUCTURAL SWCONE 1/4'NOW FOAM W" DESICCANT E(T. GLASSY 1///� `INT.GLAss U//� DINT, KODISPAGE SUPER _ '$S'G TPS `�'•"SPACER®NXT"" 61•I:',Tc-_ IIm. .:G.l 11 uEo ALUMINUM REINFORCEMENT pC1.V150. DESICCANT BVTYLENE N1 5/16'NOM, SEAL 6UTYL8 GWC DESIOCANT ROLL -FORMED FOAM STAINLESS STEEL I!B'MVhE11FD CA NEAT 61REhUR1ENFDOLAS9 IVMFaIEDDRER fA'ANNEALEOORHEATSLRENGIHENEDGV55 YVATED 911fi'ANNEAfEOORNEAT$rRENGn1ENFD GL0.45 ////J( .WPPVEWfEDORN Y1fi'ANNPAITEN) IEATSTRENGTIENED ot0.59 ,1C ORIIW AASPACE DURASEALO XL EDGE"' N1 ORMO'AIRSPACE N ott 1R'OR311fi'ANNEALEDOft TEMPEREDGLAa$ 110'Wi Y18'ANNEAIEDORTEMPEREOGIASS fir SPACER SPACER DI1B'NOM � 1YId'NOl4 13116- LAMI IG GLASS W15116"LAMI 13116'LAN111G GLASSW/7116 LAMI II TABLE 3' GLASS TYPES: A.5116- LAMI - (1/e' A,.090" PVB, 11W A) - ;- B:5H6-LAMI-(11W A.090' PVB. 1/8' HS) .� C'5/16-LAMI 1/8'HS 090°PVB 1/8'HS) -•^- . .'- - __ ^^ D.7/i6'LAMI-(3176'A,.090'PVB,3/16'A) I� E.7/IW LAMI-(3/16-HS'.0(' PVB.3116' HS) F. 7/i6' LAMI I IG - "6" OR 0' PVB, 3116. HS) H.13'i6'LAMI IG-1/8'OR 3/16' A( MIN.), 511WO 318'SPACE, 5116 LAMI M)-(11WA,.000" M. 1/8°A) 1. 1/16"LAMIIG-i/8'OR3116'A(MIN.),5/18'OR3/8"SPACE,6116'LAM--I/8' S,.09'PVB,'U8'' HI I. 13/16" LAMI 10 -1/8' OR 3/16' A (MIN.), 5/18' OR 3!8' SPACE, 6/16' LAMI - (1/8' HS,.090' PVB, 1!8' HS) J. 13116' LAMI IG -1!e' OR 31116A (MIND,.3116- 3/16OR 114' SPACE,, 7/16 LAMI-(3/i6' A,.09' PVB,- 11VHS) A) L.13116'LAMI IG-1/8'OR W16°A(MIN.),3/1ti'OR1/4"SPACE, 7/16^LAMI -(W6'HS..D",, 1-K L. 13/16' LAMI 10 - t/6' OR 3/1fi' A (MIN.), 3116' OR 114' SPACE, 7118° LAMI-(3/16' HS,.090', 3li6' HS) I FOR INSTALLATION IN THE HVRZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A. I� TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIIJ UNCHANGED. PVB'=KURARAYTROSIFOLo PVBINTERLAYER II "•,~" GLASS NOM. E SEAL Partd Description Material - 65 Kommetirig 4SG TPS Spacer System 'y _ - S6 Ouanex Super Spacek nXrwith Hot Melt Butyl Sea this Sheet for 17 Cuanex D-a--Spacer Materiels SS Caldinalri Edge Bpacer_. PRODUCT REVISED t cempMng.1m Me Florida 6uildi, e d NOA-Na 17-0411.06 E�Irauon Date 12121/2021 SHEET. �- �3(tNt7:NEW j K w O o a rn c OLLo m `a S W m R� U a 1- U ed IUN _ F a urD w DZDII ¢ip¢ *, No. 58705 #: O -+I I'— 64 5HI MAX.D6" MAX. DLO FIXED sF B e e I ii •I. 110" MAX. WIDTH L 11 -MAX. WID ® E DETAIL B II XOX ( /2-1/4 :I 339/16'MAX I _ 339116'MAX . DLO FIXED C DLO VENT ' 5730 MAX. DLO ALL FIXEID L UES I X 73' MAX WIDTH I.F. F 74' MAX. WIDTH FLANGE FRAME — DETAIL A -OX OR XO 27318' 2731W MAX. DLO VENT MAX. DLO FIXED I I � j II I I I : � 85 V16" MAX WIDTH I.F. FRAME—�I 4.—na 71W MAX. WIDTH FLANGE FRAME — DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 63' MAX. FLANGE o.n , v1 AT HEAD AND SILL A FRAME ALL �6 - CONFIG.'" ", ' 56' ,- MAX. DLO ALL qj) I.F. FRAME VEN75 2' MAX. —11 I. .FRAME ALL 13 FLANGEFRAME VIEW D-D (FRAME CORNER CONSTRUCTION) B PRODUCT REVISED as WvingwISX the Flo44a lieiao C[4a No".. 17-0411.06 Expiration Date 1212112021 Dy Mlam a ProEu[S Cenfml j fff Y1N1]:NO CHANOE97H19 �e I ❑ c O n � EXTERIOR MAX. HEIGHT FLANGE FRAME MAX VENT DLO MAX FIXED OLD INTERIOR �l MAX VENT DLO --�- I! EXTERIOR+-7vL,-m i INTERIOR EXTERIOR �OR �I 10 6 SECTION C-C I SECTION, FLANGE FRAME) (` F-- MAX FIXED DLO -- { MAX. WIDTH (FLANGE FRAME) r SECTION B-B: TALSECTIOk- XOX SHOWN WITH FLANGE l-.r, ! IyFF I- MAX FD(ED DLO F'^ MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION -OX SHOWN WITH INTEGRAL FIN FRAME) pp..l!J. I 2 8 EXTERIOR I' INTERIOR INTERIOR SILL HEAD SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) PRODUCT REVISED s coplying with the Florida emwlaieg Ce NOA Ro. 17-Ul l.06 MAX. VENT DLO "a"""""" D th T/3`d�P/�—i— Mlam mduct—m r Na�r:NocwwcFsrHis' _ SHEFf. Ufl � s 3� o w O �N OJT kk S =�m.FF. Z � X Lj R U e me � y F OZy a z W LL 3 O Z LL O K W W Aur O zV { N LL _ 2 O a n rrEm DRGB RFvl DIFSCIUP'DON MAIL PGT# I 4102 A IFIANCEFRANMBEAD ;II 6063-T6 AL r .612237 2 4M5 SASH STOP (SID) (ANTILINI' 606T5AL 61r44 3 keX3/4PRPANBEAD I' - 7834AA 4 4053' SASH STOP ODVER ASIl 6063-T5 AL 6 4136 FIANCEFRAMESEL :11 - 6063-T6AL 64136 7 4137 SELADAPTOR L, 6063-T6 AL 64137 8 4131 ROU.ERTRACC 6063-TEAL 64131 10 71N8 WEITHOIECOVER POLYPROP. 71298 12 1626 ADEMMOPENCELLFOAMPAD 7PAD1626 13 4002 A FlANGEIRAME[AMB 6063-T6AL 617275 14 4134 1 lGAU=FORMAINFRANIESM1,10INT 74134W/K Is.. 'alss'. __.. MX1.000 UAD PNSMS :e ,;.=` 78 16.1 .4110' ''G". SCREWADAPIOR^':? ;f W6345AL'11 641103vm2- 17 4054 •Ly' FDG-79 MFElING —IL'.. - W6111Y76AI: -fi4054A---- 79_..40dci;_. ::_: MISTP:-187X.230 ANSPAL .� - ,. 64066G 21" 4105 - SASH TOP&BOTITIM RAIL "•• 60o' TSAY:.N6:76 22 16D WSTP. OX 270BA FIN SEAL 23 2254 RoaEFLHOUSING&CME - 24 226 BRASSR012ERWHEES 'I BRASSI2 29 4128 HORIZONTALROITFRSASHTOP GUIDE POLYPROP. 32 4006 D SASHMERINGRAIL 6063HS-TEAL 33 1235 WSTP.170X270BA FAISFAL 35 1096 SWEEPIATCI 'i DIE-CAST 36 1016 k8X625PRFLSMS 31 4126 SASH SIDERAIL I' 6063-T5ALf WSTP. X270BA FINSPAL BULB WEATHERSTRIP.187 X 275 67070K LIFrRAICmVFRCpp 7407rC'LORR IF.PRAMEHEAD 4 6063-TEAL 64139 IF.FRAMESBL 606i-T6AL 64140 IF.FRAMBIAUB 6063T6 AL 64141 GLA22NGSIU DOW 791 899 9950R(E7700 VEMaAZINGBEADBUIH VRM(KAWGREADBIILB - 6TP24SK 53 4039 B (EA2INGHEAD-5/16" '' 606345 AL I 64039E 54 4044 B (RAZINGHPA➢-5(16" W/GRELKfT 6064T5 AL I 6447M 55 4212 A GLAZINGBFAD-7H6' 6063-TS AL 64772 56 985 C CGEAEINGBEAD-7/16"W2. II T5AL 6 59 4067 GAZWGREAD-13/16 649667 60 GLASS 5/16' Log 1/8-A.090PVB, US"A 61 n5116, LAMI ll8" A .090P 118" 62 S216'IAMI 118"HS.090PVB ll8'. 63 7/16'I.AMI /16'A.090PVB3/16'A 64 7119lAMI 10' A .07°P 3/16" IW 65 7/16"LAMI /I6"HS .09DPVB 3/16' nm%iJB%,G-lREvl DLSCRUMON I .IIATL I PGIM 66 ICLASSJ 13/16"LAMIIGI/8"A . 318-AIR SPAM 5/16"IAMI 1/8"A,.090FVB. IM'A 67 1 IIY16'LAMIIG.I/S'A(MIN.).3/8-AnZSPAMS116LAMI(1/8"A,.MPWUS"MI 68 1 113116'IAeRIG-lt$'A(MM.).3/9AIRSPACE.5116"LAMI(ltrHS..090FVAUr11SI 69 19116' LAMIIG-3119A IN. 5/16"AIRSPACE 5/I6"LAM (US"A,A90PVB. UB"A 70 13116"LAMIIG3/16"A .. SH6' AIRSPACE, 5116"LAMI YB"A,.090PVB. IWHS 71 '' 13/16"LAMIIG31IFA . 3f16'AIRSPACH5/16'LAMI US' .MPVB 1/8" �72 13/16'IAMlIGU8"A (KNA 1147AIRSPACE, 7/16'IAw 16'A,.090PVB, 3/16"A 73 13/16"G1MIIG1le"A 1/0 AIRSPA 7/16°LAMI /16^A.090PVA3/I6"B9 74 13116"LAMIIG1/9^A(MIN.). IWAIRSPA 7/16'IAMI 3/16"H3.090PVII 3/16" 75 LVIG'LAMIIG3/16"A IN.), Y16'AIR SPA 7/16"LAMI 16'A,.090PVB 3/16'A 76 " I3/l6"L MIIG-3116PA 3/16'AIR SPA 7/16"IAAR ()/16°A„090PVB 3/1G 77 11116". LAMIIG3/16^A IN. 3/16-AIRSPA 7/I(67-LAM1 16°H3,.090M.N16^HS 90 1014'-' SCIT24FRAMC OR&VER -: 31VM4AL. 9l 1630 '•.• SCFZN'WRNERKEYWlMGS 'POLYPROP' 74: -. 92 1531 r SCRE2IWRNLI(KEYW/OUTRLti(S POLYPROP: 9) _107, __ SOBI&61$IItDiO. SM. :. 94 1624 SCR@15P104E-.135 DIA. FOAM _--II.1P4C— 95 1635 SCREiNSPLD48-.135DIA. BARD alpvc 96 SCRHIV - CLOTH b2.7484 43 I.F. FRAME JAMB #4141, 6068-T6 n2a10 —] 2.624 .062 a I.F. FRAME HEAD 94139, 6063-TG .082 2.710 qp I.F. FRAME SILL #4140, 6063-TO 3.152 PRODUCT REVISED as plYIng wIM tho Florida WWI, Cede N°A-Na. 17-0411.06 .,,lion oat. 12/21/2021 5 S N aM o aRa e 3 O o 2! 5 rc tl O O N ¢, y N a 0: N nne 0 Z J O y f` Lj�;F� � Jim 1.3 , 1. 73 ,062 — 11. 73 ��L��L [7:0�{ 1 a�`, FLAN FRAME EA _O FLANGE B ASMESILL o2a ..._ 062 . A90 437 I I 1.46 O ITYAr SASH STOP 8 HORIZ. ROLLER TRACK 026. 6063-T5 #4131, 6083-T6 l .062 2.F7Okr__T 21 SASH TOP &BOTTOM F 94105, 6063-T5 050678 1 54 GLAZING BEAD, 5/16" #404411, 6053-T5 (USED W/ GRILL KIT) 32 SASH MTG. RAIL 94006D, 6063HS-T6 D30 f .876 1.096 �S�S—�lLL��{lLL���T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 .y, 7 -FRAME SILL ADAPTER 4 SASH STOP COVER y'e.Yfi137, 6063-T8 ti `+ 04.05�6063-F5 _-�--�. nor �l� 1.� IBC 062 97 FIXED MEETING RAIL #4054B, W63HD-T6 2. 6 1 .O6 .09F 37 SASH SIDE RAIL, #4126,6063-T5 .0513—IZ.676 1.115-{-f 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED Wl GRILL KU) F�2-784-----1 1.353 0 II 082 13 FLANGE FRAME JAMB #4002A, 0003-TB 050 878 , 1,096 53 GLAZING B �,5110" 503 #4039B, 6063•T5 6i 050 1.097 59 GLAZING BEAD. 13116" #4067,6063.T5 PRODUCT REVISED pd complying with the Florida Ballding Code NOA410. 17-04119.05 i5plm0on Bate 1212 2021 By mmmFBa .oauctc,M 3Rai):NO pKNGESTHfs .a sNeSTd S 3 eB 0 oD ,wO O tY9 H 0: V a UUm w �2�s w o m 0 F FSs N M Z 3 0 O o SEE SEEANCHOR I TABLE, SHEET DETAILA 114' SHIM —✓-I 1., f- SEEANCHOR TABLE. SHEET 1 2x WOOD BUCK, NOTE 1- DETAIL E SEEANCHOR TABLE, SHEET 1 1!4' ' MAX. - iHEET 1 2z WOOD BUCK, SEEANCHOR NOTE 1 1 �, NOTES: TABLE, SHEET 1 1, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS R MIN. .T t WHOSE TOTAL THICKNESS IS LESS THAN 1 D C 1x WOOD BUCKS ARE OPTIONAL IF - UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2xARE 110 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY q�r HAVING JURISOICRON. PRODUCT REVISED 1! J 2. FOR ATTACHMENT TO METAL, THE METAL STRUCTURAL MEMBER SHALL BE OF s`omPr en wlen rnn vlo.laa MAX. eonamz SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SI MILAR TO THAT SHOWN Non-Na 17-0411.0E SEEANCHOR IN THESE DETAILS FOR 2z WOOD BUCKS. e,.Plmuen Dn1e 12212021 TABLE, SHEET 3.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO 9Y DETAILB .. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUI REMENTS OF Mbm aProauct Canerol ;AMEHEADSECTIONS.. FLORIDABUILDINGCODE. r - ,_ _. >, .-ry 316'1]: REVISEDNO,IESTo „s3 4.D.131`OIA MIN.%21%Y NAIL AT CO RNERSANOSQ.C.TYPICALDETASLSO,H81., coMPLYWRe NEW 4_ (NCHDMCE'. MDED NOTE• 1/4• MAX. SHI I SEEANCHOR INTERIOR o y = I TABLE, SHEETI (JAMB DETAILS E, F 81) > EXTERIOR 2-V2' MIN. EMBEDMENT o O wn �- A 7 Gd Z N L it SEE CHOR EXTERIOR INTERIOR ® Z ii m w Y NCHOR TABLE, HEET1 ,., ¢; SEE CHOR (H B SILLDETALS IA, B,C,D, SH) SHEET 1 TABL SHEET i w ^ 47 g 9x MCI ava T I SEE NOTE 4 I S ,... .'... TA SEE ANCHOR / TABLE, I SEEANCHOR SHEETI F�tt"TABLE. SHEET DETAIL C 1z WOOD BUCK, N 5!S' MIN. EDGE DETAIL F �- y AME JAMB SECTIONS EDGEIN ®S g < en SEEANCHOR TAILH (HEAD) H w ABLE, SHEET I: 2 O o ¢Z�az¢I,I i 4' SHIM i r -- SEE NOTE 4- 1 3/B MIN. 6. J ' SEE ANCHOR TABLE, S ET 1 DETAIL D 2-12' MIN. EMBED t 5/8'MIN, EDGE ]_f I 'MIN. SEE NO EMBED DETAIL I (JAMB) n m Lx_ TABLE 7: 5116"TYP1 AS/16' 8•A,.090'PVB,1f8'A) LAMI-(1/8'• HS,,0D' PVB,/1/8'H C,5f16-LAMI-(1/8'H3,.09 PVB.116-AI- DJ/16' LAM[-(3116' A,.090' PVB, 3116- A) E. 7/16" LAM[ -(3/76" A,.090° PVB, 3116• HS ) G. JW'LAAMIIG16'HS,.R3116-A MIN.), 11 G. SPAC ,5116- AMI- O1W A..090'PVB. 5/16'OR 318' SPACE,Sl16"LAM •(1/B"A,.090"PVB, IIH'A) H.13l16-LAMI IG-118- OR 311 W A(MIN.), 6116. OR 3/8' SPACE,5116'LAMI-(1/8'A,.09WPVS, V8•HS) I 13116"LAM[ IG•11W0113l16"A(MIN.). 5/16.OR 3/8" SPACE, 5116' LAM I - (118" H S, .090- PVB, 1IT HS) J.13/16-LAMI IG-1/e'OR 3/16• A(MIN.). 3/16' OR 114- SPACE, 7116-LAMI-(3/16-A,.090'PVB, 3/78•A) K. 13116"LAMI IG-116'OR 3/16"A(MIN.),311SoOR1f4- SPACE 7/16"LAM1-(3116 A.090"PVB, 3116"HS) C- 6.'3/1G LAMI.IG-118.OR 321IPA '(MINJi311S'OR 1/4"- 71i6'LAMI-(J76 H5,.090'PVB, 3l16'!i5) Ili-__.,�•_-� 1 " I „ - I NOTES WINDOW IN TABLEZES NOT SHOWN, GO TO NEXT LARGER FOR N .) OVERALL UBTRA TI-FRDIMENSIONSBLE SIZE WINDOWS, SUBTRACTTFROM TABLE SIZE DIMENSIONS. 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- L SHALL HAVE ATEMPERED I.G. GLASS CAP. THE DP AND ANCHOR QUANTITY REMAINsA7E UNCHANGED. 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. P(Psf) _ Maximum Design Pressure, XOX, 7M-tr1-114 DP(PSO e D a,It w'w Demo Hotm QueTrPe --F,J,KL AB,QH QI 0.E.F.J,K iD a50 15.01.15.0 S Ilr 67 I6' woo o wn0l - &o .w,O/m0 w001-000 .7501-r5.0 's.0 /-]&0 'Ell 74• 84' .Bo.D/m.0 wao/mo .7&01d&O wO.clmO .00.01 mA .76A1-75.0 PRODUCT REVISED s Pttn with Me Flodda emiem°dodo Now -No. 17.0411.06 B.Pbatmn Date 1212112021 67 ll•75A &OIa&0 'S.0!-r5o 08' lw°la lw• Ill' .w.0/m.0 +w0Im0 «7&OI-05.D woalmo wo.OlmA w5.o145A wDA1 m.o .en0lm.0 ae.01-m.o 'S.O a&0 +BOA/m.0 w0.0/m.0 w&0/45A '5,0ra6A 15.01-15.0 s:a/e- w0.01mO . 01O 0 .T&O1-750 'S.OIaSA •s.0/as.0 w 7r •0101m0 Kct4mu +BD.O/m.0 7f 01m.0 .75A/954 4Ka/-75.0 'SA1a6D 's0/4s.0 1o6a1e '"tw'_1. •w 0.0 of1 o wm.0 4101mk wo .0/mA +T&0/a6A +75,o1as.0 mlam ol•ry uct cones '601dsn 'S.OI-750• wno/mo wo01m0 .1- 1-1-SPACE nwwmA esu.ulm0 +BOA A].a 75o/as° >soI A r5.01a6o Yrz4rir uaonreDTae[B., '�71, - 15014511 N, 's.0/aso 'fi.01-11C' 'S0/a9.0 �-1'0' LR wo01m0 •a4.0%m0 .BaO/m0 wa0lmo +ea0lmr +31mO +M01w01 m.0 +w01 m.0 .75a1aao 7&01.5.0 +)&01a5.0 T4' �, _ K '� N O m Oq, ZLL$ �4 S W U U csAl Ill- ° f Z < 3� O�°R m m 0 O 0 d. w - W K y N m z (0 w0 i '9.o/a9.0 BT 10841B iw' ill' 90.YB' .w01-0 0 .mol1 w0.0/m.0 wa01d 0 -Moi-mg N&01-]SD •r&OIa50 150/-75D '9.0/d9.0 .w0/m0 +w0lm.0 .T&OI-mo p N W 6V➢ w0.0Im.0 w0.01ffi0 .)501a5o '5.01-r&0 'SOI aSA FIII U Q D_ W J JO Q F Z N O x J 4 SYfm' .worm0 w 10 m .75.0 45.0 waulm0 +wD161.0 .7&01-751) 'sot-T5.0 15,01-750 T4' �. +w0/m0 w0.0/m.0 .7&01.754 .w01m.0 w0.01 m.0 r)50/-75.0 1501750 g5• .9001daD +w➢1.Wa .76 11 z 16.01-75.0 'S.O/-75.0 lOBalb' wA.O/m0 wa01m0 wa0f m.o +w01 m.0 .w01mA +w.01 m0 +7501-]5.0 .r501-15A NS.o/d3.0 1� t1P 1601-750 6- O 07 Irw m.OraSO 'S.O/dS.O m.0/A6A g1B' w5f0' .11001E00 +w.Olm.o .1&Ol->i0 pa• .wolm0 wa01m.0 +7&01-754 '50,45.0 T4' g4• w&OIm.O .w0I m0 +90a1m.0 +wOImA +01R&0 r6 .TS01-]5.0 ®e O ¢ p 'S.Ora5A 'S.OI-75.0 69• 1003'Er iw' 111• w001m.o WQ1m.0 N&0/d&0 wa0/m0 w00/A7.0 +ri01-TSO 1601-750 501.75.0 .e00/m.0 wa0/m0 g501:7 Z ea9 erulmo .w0/m.0 rF.O/a&0 'S.0 7&&o S3116' �•: w&OImA wOOIm0 .7&01d&0 '50/-75.0 NT w&0/m0 wa0)m0 '501A5.0 7C 0a0/m.0 .1D 1.O rT&VI-ISO O - '6u/46.0 9P +w01m.0 w001m0 +w01-00.0 N001-0 0 w60,7&O M421-75A 'S.DIa9D B6• '9.0/45.D ww 7w.O/m.0 +fuoI +WCIm.O +w01m0 .XV-75.0 +7&0/-75.0 '& 1755.0 155• 15.01-r9,G III- .9ZIA 5 w0.01 m0 Ma1-75.0 S0/d5.9 6 Im• w• +SIOIFQ w00Im1) .7501a5.o Ltp1111Y LYN/v ' .` 1:'ucBN•sE ••.!� , _*: fJ0.5Br05 - *_ �; Fca7&o/-M.o ', 1s•!20MDP100Q'8'51-fi.oIw'.Sl]ISI.i EN0ltl•+so.elm.° aL�T1dk6L)�rt F.E. F,s. "m wa01m0 wool EO.o +7&01i 15.01-75.0 w 'S.o175A m.0/-75,0 M' BO' twa'e lw' nr waolm0 rwol ma M0/-n.0 w&BrY.B +60o/mA +7&O1T 0 's.01a&o 'so/-rs0 .s5.x/5ez w0.0rma .75.014&0 .Sa.8lal.a +So.a/m.0 G&01-r&o 's.0las.o 'SOId&0 sael sae so.0 m0 nsol46.o &Lim• .w.016.0 .BOO/A «7501.75.0 wao/m0 75.0/-M.o 70 sP 74' +w.ola0o 7&01.M.o a• 75.o1-7s.oBOTH wmj�.Oml +T&01-75.0",,70NAL N6Ara5.o FOR ANCHORAGE SEE SHEET I7. alKnorowtDo33.xoorox wRh GIna3TyMA,B.C,C,H 61 Qcre1 W.M peyl I FlI;x M G.PA +nm45i➢ . Mtl1a 34A31 Hm16m1 U MNU CmpG HXWI JaN 3r ID' 1+Q+1 2 1•Q.l T 2 1•Q,1 2 43' 5118' NQ.! 2 1.Q+1 2 1+QAt 2 1.Q.t 2 »Q+1 z 1 +.aN 2 liP 1. -t 2 1 1•Q.f I 2 I 1+Q+f Z Hd 17 >r 1•QN 2 1Q1 I zi t+Q•1 2 2.Q+2 2 1•Q+1 3 1.Q.1 2 PQ+2 2 »Q.1 1 2 1 »Q+1 2 3r n l I•Q•I 2 1•QN 2 I+Q•1 z de 5 v1r I.Q.1 2 1+ .1 1 2 1 »Q•1 2 t+Q.I 2 %Q.' I z 11 1.M., 2 »Q.1 2 I+Q+1 2 1 1 1 l 2 5g )z >r - +Q+1 2 1+Q t 2 1 1+Q+1 2 PG2<t ^ 1tQ 1 _ 2 1 1 h l NQ 2 2 1+Q41 2 I•Q+1 2. T ab_ I ssf/E ..,''•.: 333"0• +Q•t 2 1 C 1 2,. f NQ+1 2 l+22+1 _ - 2 l Q It 2' +1152.1 f.4,f 2 Nf2 2 t.1 1.Q.l 2 GP Lg i+Q+1 2 t+C2.1 2Ti- •l 2 f.Q+1 2 1Q 1 2 11•Q.1 z 7? TP 2.12+2 z +Q+l 2 I1-Q+1 x NM-2 2 1.Q+; 2 „t+QA1 2 3r a3• N420 3 1+QQ 3 llM -1 3 a3' 531R '++M+1 3 1.12.1 3 A1.Q+1 3 1+Q+1 3 1+Q+1 3 1.Q+1 3 8tr pg 3+Q.1 3 HQ+1 3 .1 Q 1 3 bQN 9 »QH 3 NQ.1 3 R Tr 2H2+2 3 1.6.1 3 .1. l 3 PQ2 3 1+Q.1 3 'Nl2.1 3 3T 5a5R' 1H .1 3 1+Q.1 3 11+Q.1 3 ar 33vr »Q.1 3 1.M.1 3 '. •l 3 .CA1 3 1+Q.1 3 »f21 3 9P 11T »l2.1 3 1.Q.1 3 1.Q+t 3 1•G{•I 3 1+Q2 3 1,Q+1 3 R' ] NQN 3 �NQ+1 9 23 3T Y.1 NQ.1 3 NQN 9 1+Q.1 3 tr :53vr »Q+1 3 1+QN 3 1+QN 9' 1•Q+1 -0 1+Q.1 3 lH2.1' 1 pV teM+i. 9 I+Q+i^-9 1.Q•1 ]- >t )r 2• 2 3 1 IH2.1 3. 1 " 3 3 1.Q+1 9 I- 1•MI 3 ]T R 1-Dl »Q+1 3 IH2.1 ] 1 1-t2.1 I L. S1v3' t+C»i 3 »Q.l 3 1.Q.1 1 3 BP 3 1+QN 3 1+M•1 3 ,p• ]@ ]r 1C+1 1.G1.1 3 1.Q+1 3 1•Q.1 3 NQ2 3 1+QM 3 2l 3 z•M.z 3 i•Q+1 3 ]- »Q•1 3 3T W. 1.M.1 3 ] 1.02.1 3 av a3vr OV ] 1+•' t+Q,t 3 1•Q•1 3 ll-J l 3 I•Q•1 3 »Q.1 3 I+ f 1•C1.L ] 1,QN 3 1•l2.1 3 93' f I+Q+1 3 Tt 2 3 I.Q.t 3 I+Q•1 y rt- -L } 9 Anchor Cuanlitca, XG Ar OX with 0lazaTypes D, E, F,J, K & L OrnA WtlN OwnA. IbgttF2-2 A 'O At .Lma I A, 'C Wvta3n VB 3 I MM Ga'c HntaSA bm 3r 2T 2 NM+l 2 t+MN 2 tr 53-w- z 1+M•1 2 wM•t 2 z 1+M•1 2 1+M+t 2 w 2 I.R+1 2 1.CN1 2 or M 74' 2 1.M.1 2 1•M+1 2 2 t+M.1 2 '• .l 2 x »M•t 2 1+M.1 2 3r Y22 2 »M.1 2 I+M.t 2 ai' 5}tld' z 1.M.1 2 1+M+t z 2 »Q+1 2 1+MN z 0S .72 ,i 1 M 1 3 3 »NTH • 2 i M 1' 3 NM+2 2 I M 1 .3 1 M 1 (2 sr tr,L'-f+("l+1 i}+Id' 33b'r »M++ 2 f P•+ z t M+ 2 2, t M•L R t M l: -3 1+M•t 2 t M.Y 2 t e2 f 2 eP ++M.1 2 1.M.1 1 »MN 2 I+G»l. 2 1+M.1 2 YY A• 2+C1+2 2 1• M.t 2 f+C»I 2 P 2 1 2. I+M+1 2 »GI 2 ]r 1•CNl a 1. Nl 3 a3• 31110'1.MH 9 qr2 TA• 1+ 20 a I+Q.1 a I+M+1 3 1.r2.1 3 5MV 1.M+1 9 I+M+1 3 1 G .1 3 1.1 3 »MN ] 1K t ] 3 8M+13 1+G3.1 3 NM+1 3 1•M,1 3 1+G2+1 3 1•M.1 ] 1•Q.+ ] 1+MN 3 xepet ] 3 1.M+1 ] »M.1 3 1. +l 1+M.1 3 NMa 3 1+M+1 9 NM.1 ] j3r 2.M+1 ] 1.Mq i RQM ] 2+G 2 3 1+.l ] 1+M++ 3 »M+1 3 1+M•1 3 NR++ 3 I.M•1 3 1. Hl 3 NM1 ] 1+6.1 i 1+M•1 3 3 t+Q.t ] 1 M 1 3 2•CN2 1 1•M+t 3 1•M+1 2.M•2 a»M.1 ] NM+1 ] 1. +f a 1+ +l 3 1+Ma 3 f•M•1 ] t+GNI ] 1+M+t ] G l 3 I+M+1 3»M•f 3 2+G»2 3. 1+NTH 3 1K2+1 3 2•M+2 3 1 G 1 ] »M•1 3 A TABLE KEY: O X 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES L� A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL ' PLUS (1) ANCHOR AT OPERABLE VENT AND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD AND SILL (4- MIN. QC. ANCHOR SPACING) d '. ,3!4'MAX _I_.� -}..-) �4 MIN., 10 12 MAX MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: . HzAD &_SILL: 10 72' MAX. ON EACH SIDE OF, "- MEETING RAIL CENTERLINE , �•'' 1S 314• MAX FROM CORNERS. JAMBS: V MAX FROM CORNERS AND 2212' MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED BMasoomp CodewM No Flodd Ws,HOA-no. 17.0411.06 f .hobs. Oom 12/2112021_ Anchor DosndDe KOX, 1O'JID 1D wlh G1a3a Types A B,C, 4'H a 1 pyep mve, ,].np4 1 ,td MWGIMP- MI+V CSvupC ZrwPA Bbe4 aBBl _M Haee a SBII Aft Wee3SO Aft aB' 6YVr xe• 1+n0+C2+1 2 1•R+1«@at T la@•la i 2 v1C»1rR•1 ] 1,cRa1•¢•1 2 1+¢+vn+1 2 or 1•n•An+l 2 !• o.cc.t 2 t+n+laCNt 2 ss t+n•t1CN1 2 1.¢N.CNt 2 t.@•t.n.1 2 T6' r 1•n,12 I+GN1rn+1 2 U¢N+RN 2 1•C2.12 t•CS.1 .@N2 1•R+1•R+1 2 1+R,1•CMt 2 f•C2.12 1a 1•n•1 2 1+ 01@1 z1W:1 2 1+Ml+@rt 2 1.aI.¢+l 2 1•cs.t: fM.bl•¢.1 2 1 n 1•Ci.I '• z1.@+t1+CN1 R1415.1 2- t+C2rt.CNt 2-2 1rG2r12 1+n+1•CN1 T 1.1 2 ` 1,C2•IaG2+1N+C2N•1•R•12 .I ,1 2 vG2.1+CN1 12 t.n+f+@•i 2 ]P e8T/'at+L2+1 H•CNt 2• 1•RN+R+1 3 f+R+1a@+1 2 1.CNl 2 1rC2r1+C2.1 '.2 N@.1+C2N2 2 t+CN1+@N 11 2 1•n«IMS+1 2 b' a11T b' NCLN+R,t ] 1•C3H+CN1 3 1+R,t•Cbt ] PRH+C2H 3 11 3 1+R I*R Ij 3 BR BS 1+@a1+CN1 3 1•¢•t+¢N I3 vn+1aC2.1 ] fr@NKZN 3 t•RNrn+1 ] 1+ns1•C2r1 3 Ta• 6{• B&1/16' 1.@N•C2.1 3 tM3a1+RN . 3 1.R.N, 3 1•RN•nN 6 t+Gb1•C3N U 1•n•HCht 3 1+RN•@H 3 vCN1+¢•1 IV 1.¢N+CMt 1 iS 631K' :6S? 1•n•i+n.l 3 1+nN•C2+1 ,a 1•n•1aC2+1 3 v¢N+R+1 3 9C2+1+¢N 't3 to@N+ChI ] Or er t+¢.1wxa1 3 t•@.I• l 3 un.x¢•1 a 1•@NWK+1 ] 1•R+1a@+1 13 1+@N•@N ] ]P BB->/1B• Y@NanN ] 1•RNrCSH 3 f+n•I+@H 3 1+@N.Rat ] 1«CNHR•1 13 1•@H•R+1 3 b• 3a• 1•RN.RN 3 1•R•1+ +l 2 HnN+Glrl 3 fiaV6' 1•R.n¢.1 1 1.t:2•f.nN 13 »R+l.@.t 3 • ar er :N3a+R.f 3 HRN•nrt 3 t•51 C 1 3 1•C'AI+Cb1 3 'IZ5;1+ .t ,a. 1+@.I R l 3 >.• 66• 6&4nr n¢,K , 3 1.Cv1+f'1.1 3 1•na+Cl.1 3 !M+!a .! 3 1+¢+1+C1+1 'a 1K2.1•C2+1 3 1+@.1+R+i 3 1+C I+¢.1 3 1•C!N•C2+1 3 aP bT. w 6r v@•t+nN ] t+n+v@+t 3 vQ•iKZN 3 if=0+ 2+t 3 ve2•I+@.1 3 t•C2r N, 3 6r 6r 1+@N+n i 3 1+ 0+C l 3 1W ON 1 3 t+n+t•@N 3 1+@+1.@.l ] 1+R+1+R0 3 fa• t•n.YCt+t 1 1+chf+nN 3 Ynn+Cht 3 1+¢01 0 3 1 c 0# n 3 1. fl1 +13 1.CN1+CN1 314=.I +1 3 1•G2+1• 1 3 1•C2•t•L2+t 3 I.¢•I.@,l 3 t.cc.I.@N 3 1+wl+c2•tt.@a+¢N3lS mw 1_011 a 1.C2N+@H S3 I+RN+¢+1 YC3+vda1 3 1r@N.@N 3' 1.n•YCNI 3 I --_ Anchor OvaGLTles, XOX, 113 AM-1G with GIam Types D,E, F, J,K a L 0a 1 151CA _^ 3 f m MWGftPA Nn ,C.PB Mom GwpC Wae a SIB Aft W+eawl &ftl I &slll IA,ft i6• s4LB• 23' 1rCh1+¢+1 3 NCfrt,¢at 3 1•¢rtr¢+1 2 v¢Nr@N T bRN+¢N T 1•@+1+¢•1 1 6P Br u¢+tiC2n 2 t.¢n+¢ii 2 1+¢•t,C'ht 2 v¢Nr¢+1 2 A@N.¢•1 2 v@+I.R+1 2 ]r I+@.N¢N 2 n¢+n¢.1 2 1+¢.i.¢.l 2 ar 6¢nta• t+R+IR-1 2 1+CNv@at 2 1•¢Nr@N 2 t+n.l+n+l 2 t.Gt+n.1 2 1+¢0an0 2 lr 3&LB• 1- 7¢+1+f3a1 2 t+¢N+¢N 2 1+C2N+¢N 2 HQN.¢•1 2 16C !+M-1 2 I+¢+1+@N 2 ST t+@,1.¢+t 2 1+ +I +t 2 1,L1.I.nr1 2 _ TS t•¢ 42 1 2•. 1.¢ t ¢•t 2 i+@+I, +l 2 1 I,- 1 M 1 ¢ l 2 - 1K 0r +l 2 •"Bf 6]/IS t+¢a +¢H fill, 2- +¢ f1+¢+1 2 - f+n't+nH _* 2'i I,u 1 CN1 2 t+Ca f,n 1 x HRN.R,1 2 ]B.Li S1M• 6P b0.Y1 @H 2)" 1+@11+ 1 �2Y tinNKZH 2 P¢.1+41 3 t+Qil+n+i 2 H¢+1•¢+t 2 Br ]r t+CNI+¢r1 2 t.n•i+n+t 2 1•CN1K1N 2 faCNt.¢+1 2 1.¢af•¢H 3 1+(Rrta¢rt 2 x• trcz.w@N x u¢.1•¢rt 2 anaw.t T 2 ir¢a1+CN1 3 1+¢a1+Ch1 3 b• SSIR' A, 1a 0+.l 1.¢N+¢.t ] 1+ChHC2+1 3 1+ +@H ] 1+nH,¢N ] 1+CNi+¢r1 3 1+CN1+CN1 3 BP Or 1•¢rtr¢M ] 1•¢aH¢+I 3 1.n+f+¢ l a t+¢N1¢+1 3 1M3,irCN1 a 1WY+I.n.t 3 rr B&]!1r 7nat+@+1 3 i+C."I- ri 3 1KT•1•CNt ] 1.=.I n+1 3 i+ NI•n+1 3 U@N•¢N ] aB' 5}tT coyr 1a¢+1•¢.1 3 IH.'NI•¢r1 a 1K-NI+¢.1 3 f.lII.ta¢+1 a 1+ ON 1 3 1, 90.1 3 or e6• I+¢•1M 1 3 1+CNI•n+l 3 t+C2.I+ l a la¢+1a¢.I a N¢,t•¢+l 3 HC2N+C2.1 3 rr M• B61Itr v@N+¢n ] v¢N•¢N 3 I.C2+I+CN1 3 P¢N+@N 3 v¢N•41 3 f•¢N+CNt 3 H@N+nri 3 1.¢N+¢N ] 1+C3.IrnN 3 3e• fb.' 1+ 1+02n 3 1aCd+t•¢+t 3 H¢H.¢n 3 3519' or t+C3+IfW1 3 tK2N.mf 3 1@1+¢+1 3 12.1C.1 3:N. r6 :G2+1 _3. »¢.van a_ 1+Crv¢.1 3 341 B&Tlir LCN1+G1e1 3 t•CH1•C1+1 a 1,¢,1+aO ] 1+C2N+¢n J 0]Nr N' 1•R+1+C1H 3 I+n+1+n•1 3 v + 3 eT BB• f.¢N.¢N 3 1.¢.NCla 3 1+n0+G l 1 3 HGNt+¢+l 3 1+021, 1 3 ]P +1 Htl+NC1N 3 v @N+C2N 3 t+C2 3 &• Bfr]nr HtlN+C3N 3 f•¢N.¢n ] vCb!t -! a LGMnCN1 3 t 1 1.¢+1.@r1 3 b' 3}vr m• vCNU¢H 3 H¢N+n•1 I+ Ml 3 I+CNi+¢+t 3 uGH1.¢+1 ] t.¢N+41 3 ;W1a.n.I 1 BV er H¢+1.¢.1 a ana.¢+1 3 H¢n•¢,1 3 a¢.1an 3 t+1x.aRa 3 t+¢.H¢.1 a >Y M• t+C]•vtl+t ] 7tarv¢.1 3 1.CNH¢r1 3 HC3•vC3.1 ] vRN•@N ] 1+RNe¢st ] 661/1r Ir(arvCa 9 v41+¢+1 3 1+4]aM¢N i TABLE KEY: X O X 7+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED PRODUCT REVISED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT ascomp wiu ue Flenea Ba11e1a. PLUS (1) ANCHORS AT FIXED SECTION. NaA-No. 17-0411.06 (B) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O,C. ANCHOR SPACING) E2plratlon pat I7J212021 By M(em-O V 25 3/4 MAX 'G arzalr; uvoer50sABTE B- ncj V- 4".10IN,10-1/2'MAX MAX + -.. 9•-� �X- __• O MTG. RAIL, TYP. 0 r EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS K j me 0 y (SHOWN IN TABLE KEYABOVE) Z�m 2 W v 4 UUb as F oft LL W C O NOTES U. F O X 2 DP I ANCHOR QUANTITIES ARE BASED ON THE KN FOLLOWING DIMESI : = " HEAD85ILL: 1011Z'MAX ON EACH SIDE OF ' -- RAIL CENTERLINE:[" • H i'n MEETING 25 314' MAX FROM CORNERS. JAMBS: W MAX FROM CORNERS AND 2212' MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER •Y31t1l LYN]/1/,, `�5�� WINDOW IN TABLE. ` UG......41�ltn 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN No. 58]05 WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 Fr, GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. 'Pt �O.1B' A dddP 4> TH E DP AND ANCHOR QUANTITY REMAIN GRIOP:•G�c�� BOTH �'/S.ONALtEp UNCHANGED. 0 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A L N UE PE 1 V'� { ` i 14 • 1 I Ili' a .'ei nl fil � fl �r — — '�� ll..�:S�� �.� �f�.. a. I u1i�( $ n':��'i ✓ Il 1 _ �, 1. 1 i 15 f,e •.., ( f ill J r 0 --- - AnalrorwanlMLH,Y0x,1N-tn-1 s0di Glass Types A, B,C, 0,11 & 1II oasa NS1, Oael laiy,l MW4ogA I N .Camp" Aa Wtr C IblasW Jenb tNtlA9a Y K 451 . 53,ur Nr ffi t Nml 3 Nq•t « 2 iNCNNQ« 2 1•C1•NQ•1 I Nm1M3,1 21 1 fl- N• �• t041'6 IDT Ifl' +•mNQ« x NQgW1« 2 l,Q•bQ•f a Nm2•Q.1 2 2 l+ml+Q+f 2 NmrQ.1 x 1+1 N.,Nn+l z tK2M.¢9 2 NQ•NR•1 3 1•q,t•Q+1 ] i 1•GNn•1 ] 1.m•Q+m1 a Q a i1.mHQ+f x Nm2 1 2 iM +l If¢.1K3« 1 z ®• ta•Td M• 39' 1M2N.Q.1 z 1•¢+1• 2 F.cNl 2 N4«.¢+1 z I�Q+Nm 2 f.Q•1•Q,1 1 I.Q.t•Q.i a �• 1 111 Nmf 2 1•¢•1M2« 1 1•m1.6« I 1 1 •1 3 1•mNQat 1 L¢«•Q« x 1•Q.N¢•1 2 N¢•NQ+t 2 t,mt Qrf I.mNQ«. t 2- I+oeN¢ 1 ] 1+C2,1 C21 2 'sa 0 :•Q•1 mr 2 n 1 .2 tKx t rM2 1 •1 1+CN1 Q 1. ] a., t NQN ¢ 1 2 •G2+1 2 1.m13 l m #.q« 7121.¢•z•Q+l 2 u 2 1 ] 1.¢«•¢,t a2 +¢« a *31�-I= Nn«.mt 2 aaVCNQ+I.gfl ®' a M1.t 3 I.MAK2+1 3 1K3.1,¢a 3 +Qa 3 1.Q+N¢at34••Q+1 '] t•¢.1•Q,11a•tl+l 3 1•nWQ•1+Q« IWYB 111• iUm ] t•Q«•E2« 1.CNN¢.la .n+l 3 1•n-I= a trmNQ« 3 •R« 3 I+Q+IM2« 3 NQ+YQ•1 a 1+4 ] N¢+1+Q« 3 31t18 O6P taQ•NQat ] .l 1•Q+1WN1 a 1•¢«K2•1 ] p• Nn1Nm1 a Nml+n•, a Nm11Q« a m• 1•¢f3.¢« 3 t+ +1•Gx. 3 v6.1•Q+1 3 f8' pa3'6• fIX 1• I1G3•Q•1 Q•NQ I. « taq+a.ml ] 3 NQ.2•Q•i 1+Q.24« a 3 3•ml•¢,l ] I+Q, 3 1. + 3 1•Q.t.m1 9 M.l ] 2-1 1.4+2K3« 3 1•Q,1+4« i asvr aC .� 11G«+Q•I ] »Q.a¢ft a 1.Q.1+¢« ] t+Q•I•ml 3 NQa1•n.1 3 N¢,t.m1 ] -w •af• `LT twvr Ill. 11P t•tla,tla 3 NQ.I 3 t.Q,NQ.I 3 114fi,Q« ] 1+n+1a+QqfI .3 11N+Q11 9 1.G�`•n+t 3 1�4^'2WNt ] NQ«.Q+I a f.gn,mt a N¢.z1ga 3 i. .1.¢a1 3 1aQf.0 3 3 1+tlN•QN 3 I+Q+NRN 3 I.M21 +t 1+ON31Q« a 1fQ+1 3 3 w Tf a1' W 1•GH2•Q•1 1.Q.I+m1 3 l+m1K3.1 3 +WZ•+.CN+ a 1+Q«+CL+1 9 l+Q•1•Q.1 3 Nm1.Q+1 3 NQ+1.4« ] 1M2«•Q« a Nm1.m1 3 a t•(.'Hz•q« a f.Q•HGI 3 13BSa' +a Itt• 1+CM3.Q+1 3 HQ•2M!« ] 1a 1+Q« 3 1.q.31Q+t 2 NmNQ+1 3 11m1+G+1 a I•¢ .., a 1.Q•:•Q.1 3 I.mNQ.1 a aP or TP a• m' 3 1• 3 1+mNQ« ] 1.1N t 1.Q«+Q•t a 1« +l 1.Q«K2« 3 1•Q•1•Q•1 ] I+Q•t+Q•1 ] t•Q+1+Q« 3 1+Q«•Q.1 3 H4Nxfn+f ] t+Q.PV a I+Q.NQ« 3 1KY2,Q,1 a t+Q•2. .I a 1.Q.1•Q.1 3 1Day3- It, 111• 1•Q+NW.1 3 NQ•IKI« ] 1+ t+m1 ] t•CM)•Ct•t a 1•Q.a«3•t a NQ•a¢+f 3 I•fJgK3.1 ] 1•f2.Nm1 a NC21NQ+1 ] - - - AnulerwaaBeea,zDX iN nrs-1N tvR" Glen Typos D,E, F, J, K A L QIXeA f wM NCIVOo,pBglilmll WI . A Na036w JuE .'v1:1 Ilbba' J2 .1E 2 am1H1« i i«2 3 I+n«+Q« S +l 2Iagaz•Gft x 1•Q«•4a1 2 + 2 .cx.z.Q.1 z Lux.m, 1 « 2.O2.z,Q.1 a « 1at3 4G•Nm: 2 1+q+2 ¢ , 1 x m .- . z ll 3 .m1.4.1 3 t•4.1.4« 2 I.G«.nat a TP 6a• N4nfm1 : t.q•N4.1 2 1aq 1+ x ,.ga•mt 1 1.q«.q.l 2 1 I.4.N4.1 2 1WST 1®' 211 I NQ+z.q« a NQ+Nq« 1 I+1tS,J+Q•1 2 1 41 CNI z 1 .4•NQ« 1 a +.q+NG.t z , mz q t z + n : IX«: z ,cave. ' p Y P I.ml.ct x`,c1 m1 z t+m1Q.t 1 ••4.1K29 2 5i4iNmf t g 1 G« ,4 , LNf x C 1 1 •q 1 GH S+N 9T tae yr lm• 111• 1•Q+bm, Y l.Q•3+q.1 x 1 Q 1 qtl } 1+R+N ] d+q+l•Ct« 1aq«•n+l 1 ,.ma.m2 ..2 GaaG.l .Q I•x1¢+1 2 1 Nma.m2 I+CS.2+Q+1 3 1.Q.Nm1 2 I.1.1 3 t+¢+2�2+1I. a 1.1• 3 ssvr ,1m,.q.+ a l.Q«.c1« 3 3 p' TP 1+q+1+Ga1 ] 1M3«+q« 3 I-MAIM11 1+q«eG« 8 1KNSK3« ] taQ+f.gat a laQ+t.a« ] BP OF ,osaa- 1+q•2.Q« 3 ta4+t+¢« 3 laq.taq.t a -m 3 1a 2n-1 3 +fq.t+q.1 3 I•m3.n•1 s11�2�*I2• *I a NQ+z.Q« 3 IW l.cz.3lmt s2. 4 abGN1 a6a1/tl•N4+1 a.,N1+C3.1 at.ml+¢« 3 iP w•LGa+m1 3 NQ« a 1.q«1G« 3 t .2.G•1 aNml a ru«.n« a se 2eQ« a3 1[0.VB•3 tm•3 111•Ci.l .4« 3 taq•NG« 3 3 1a4•Nq+l a -i 3 UmNG.I 3 N l•Q•1 3 t•IXn-IX+I al.ml.cx., 3 f1Q•f 3 I.Q.NQ.I a 3 l•gal a+a«a.l a I+q«+Q++ +i,1+n.x1Q.1 a ,1I+1Kftl3N..33a++,,GCgi+.9tt . 1It.K+QL32f.+11N..tl4m««t 3a3 NI+W+h , .l 3 i a]a +qM2« 3V, 1 NmNm, 3 Nq.x.U« 3 Or aY ii' M• 1O 1•1G•1 1+Q+1G« 2 1+4«1m1 3 11q«.g1t 3 1.G11m1 3 1+ ml ] 1. , 3 NG•5.4.1 3 1+Q41t1Nml ] 11N t 1.C21+ 3 11afZ+CN1 3 ta4+t+4« 3 1 +l 1m1fG« a PT 10d3T HCN3+GNt ] ++1.1+Nq+1 3 ,1G«.m1 ] 1..3+., 3 1.q.2.Ca0 3 T;am t a fa w• Nw1.4., 3 nf a 114.N4.1 a Nw3.Q+, a 1+m2.cm 3 1 1m2.Ga a 0.ivA p' rP Ar m 100.VG• tft ,n• '� I.CH>•ONI 1.CNnwt 3 t+Q.1.q+1 3 N4.»=.I 3 11GN1M3+1 3 1fgN.Q11 3 1K3+11m1 3 aw.z•wn 3 1+Q.1•ga 3 aQ.l1m1 a 110NNn+1 a 1+q+11Q+1 a uq.11a« a 1•GNa.Q+t 1 NQ.x.cx.t a I.G.NQ•1 3 NCN3IGN, 3 1ag1]fGN 3 Nq+Nm1 3 ] 1M3+]+G« ] Nm2+Q« ] Na3.n.1 ] , l.Q.z.ax« a TABLE KEY: X '•°'Q X 1+C2+2+C2+1 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8)ANCHORS TOTAL AT HEAD AND SILL (4+MIN. O.C. ANCHOR SPACING) 26 3re. MAX:, 9"MAX. I MM. RAIL TYP. EXAMPLE CLUSTER WI QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWI143 DIMENSIONS: HEAD& SILL' 10112" MAX. ON EACH SIDE OF I MEETING RAIL CENTERLINE. 253/4' MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 2212" MAX. Q.Q. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED BWliisglCetl IM the Florida NOA-No.CeE 17-0411.06 Eap,r30e. Oote 122112021 K p n ❑ ❑ O z ogrr 2 iL sy£ W < x W F U a WUm pj Q mo y3 � W a LL 0O Rag g Q IV X Z 4 2 Q A ding .Code 0n11n H�b+�me Flag In )'UserReglsG9tlonI Ho[Topl¢ i Submit Surcharge j Stats&Fads A/ S 1 1 Ymdud fmornviJ Mn�p!a Ecii ladrAdMxatlon Search>Aoollcatlon Us >Applicatlpn Detail FL389-RI h,.AOplication Type Revision Code Version 2004 Page I". -of 2 RCStaff j BCis Site Map I Lima I Search j 'i.ppplicdOon Status h'+, Approved .yCOIn neot5 �. Product Manufacturer - American Shutter Systems Ais&latlon, Inc. AddirPss/Phone/Email - 4268 Westroads Dm e ' - West Palm Beach, FL 33401,' f. (561) 209-8263 +, hfeeley@eastemmetal.c'om 1. 921 '„ Authorized Signature Bill Feeley bfeeleyBeastemmetA.pam , Technical P e ,esentative 0 "IAtld:ess/Phone/Email .. 'Quality Aasumnce Representatls:£� �- ' jNdd-ess/Phone/Email _ -- Si .. ` Category Shutters ' Sutx.�legory _ Accordion Compliance Method Evaluation Reporta FloridalRegistered Architect or f - t a ❑censeJ Florida - y Yp, ' Professional Engineer Vj Evaluation Report- Hardcopy Received Flodtla En9lneeror Architect Name who developed the Walter A.. Tllltt, Jr. P.E. 8valuatlon Report ` Florida License` - PE-94167 .iQuality Assurance Entity :A National Accreditation and Management Institute ;Quality Assurance Contract Up,-afioa Date Validated By t %. Jahn Henry Kampmann Jr. {, ri [ Validation Checklist- H3rApy Received 7 N Certificate of independence ' Referen2W Standard and Yeer 1-A Standard) Standard veer 'ASfM E-1886 -- 2002_' —ASTMf=1996_— 2002 4 �v .. Equlvaledce or Product Stardard9 ' CertlfieJ'By,� 1 1 . ,Sections from the Code ' S t 1609.1.4 5L, 1609.1.4 ProductApproval Method Method 1 Option D Code Online. " Page 2 of 2 Date Submitted 08/05/2005 Data Validated 09/23/2005 Date Pending,BC Approval _ 09/29/2005 ;bate ApprovedM1'1 l0/11/2005 -Date Revised ,G 09/10/2008 Summary of Pratluc[s f. FL S -- Model, Number or Name Description 389:11 SQ"a HV Accordion Shutter (Nall-HVHZ)- E#ruded aluminum interlocking blades retained by tracks (top and .. Drwg C05-196 bottom) for Starts pprotection Limits of Use (See Other) Installation Instructions ' Approved for use In HVHZ: .: Verified By: '. Approved for use outside HVHZ: Created by Inddpendent Third Party: 1 Impact Resistant Evaluation Reports j Desig? P,resture:+/- , R 9 R 'T CRT INDEPENDENCE 05-07I503 odf Other: This product shall not be Ipstalled within Hlgh Velocity Hurricane pTID 389 R1 T Dew no No 05-196.odf PTIO 389 R1 T DROD EVALLIATION REPORT - Zone as defined on section 3620.2;of the Florida Building Code. Created by Independent Third Party: ..... .. yy ,. _ ...err V •. cortaot us 26o10arstone Road. Tillahazsre in. 32399 Phone'85n-48)-1620 •The State of Florida lsan AVEEO'employer. C dM1 2003-2013 State ofForldil:: Pdvacv 52tement::AttesslblliWStatement::Re6nd SUtement Under Honda law, emahaddre!q republic records. If WU do notwant mure-mall address releaseQm repons seto a publle-recoNs repuesq do notional electronic mall to MH entity. Instead, out , Me office by phone or by traditional mall, if you have any questions„,lease tnntat 850.487.1395. evmsuant to Section 455.275 i.:....,, -�t: n�- a, a.', t1, Florida Statutes, n%j,eOWber 1, 2012, Iirertsees Iiremed under Chapter 455,F.S.must pmvOe Me Department with an email address they have) dd The r ,,. a ttv pmvlded may pe.used far omdel communication with the Ileenece. However enrall addrersas arepubllc record. If you do not wish tR suppN a personal address, pleaseMonte Me Deportment wiMan email address which can be made available to Me public.To thiamine if you are a licensee under Chapter 455, F.S. please s tYa )n i}iz 1. dkk he t. Product Approval Accepts: Credit Card Safe 3 s c f r. r .z' NOTES:GENERAIL 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. NIS CIOIABETEM RNOT BE INSTALLED AT HIGH VELO GVCITY RICANE ZONES. ESIGNWINDLOADSSLL DETERMINED AS PER SECTION 16 OFTHE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONAUTY FACTOR KJ.0.85, IN ACCORDANCE WITH ASCE 7-96 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD„ AS TESTED, WERE NOT OVERSTRESSED, A 33E INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS N'Z USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM., ADEQUACY FOR WINO AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03 AND #b715.01-9 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS. 2. BERTHA, H.V.• ACCORDION, PINS (HV SCREWS). USED AT SLADE§"KNUCk'Lj JAp_'FORDIRECT MOUNT. CONN[CT . _TO -TRACKS SHALL BE $ 14X2.75 AND If 1411.75 RESPECTIVELY, 41O-HT MINIMUM SERIES' STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STREGHT. PINS S4ALL BE COATED WITH BERTH HV DACROSHIELDS COATING SYSTEM AS MANUFACTURED BY'APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-TG ALLOY AND TEMPER, WITH Fy - 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ks1 TENSILE STRENGTH. S. BOLTS TO BE ALUMINUM ASSOCIATION 2024-T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA N.V. ACCORDION SHUTTER SYSTEM IS PATENT -PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE iVNERE-9HBTiER H6-ie -BE isiiACMED To-INStIRE-PROPER-kc ORABE: CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT-WIND/RAIN INTRUSION. 10.: EACH'UNR,MUST BEAR A PERMANENT LABS�tJ,N -A j1ISI�:E PLiI,qE yWT WARNING NOTE 1N,SijlLI�TNG j EMI,+�% ,TENANT OR HOME OWNER:THAT .THE H.Y. LOCK (,1M1JOR"�.IEfUUIE'LbCI( (j .11U5C BF PRCPERLXL _ —T .OLLRING PERIODS OF HURRICANE WARNING. FOR EGRESS CO DRIONS, AN INSIDE HV LOCK (a(WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK lam/ , OR AN EGRESS H.V. LOCK ©SHALL'SE USED. 10. SHUTTER'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERT OPENING. LABEL SHALL READ AS FOLLOWS: AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. WEST PALM BEACH, FL FLORIDA STATEWIDE PRODUCT APPROVED: . II i 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERM IS APPLIED TO. II 12. (0) THIS P.E.O. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i... WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE, -AND INSTALIATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ION THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILRY. II (s) THIS P.E.D. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (6), SDE SPECIFIC PROJECTS SHALL BE PREPARED *BY 2:D nalrto-: ormcTroen ­... .... .........1.t .;M .::.�..+.+ PHOPER USE OF THE P.E.D1 ENDINEER OF -RECORD, ACTING AS -A SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR (s) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND RECORD THAT PREPARED IT. I� t •, JU6 % B .J • 4TILUT TESTING h EN91NEERINGtCONFA WS! x V. SM Si. S,e JW Mq XN 4EhbmG csosln: ii7 - ±. 4' 000 m�EB-ooSenx �l' AT®TICOO .$,. r I .• 268- Ws: )I Westt PP.I Walm B PCP ME. ENGINEER OF THE PROFESSIONAL ENGINEER OF (A)MV 9LAOr COVERED UNDER US PATENT If 545BI79 (DHO 20 9/0 HEADER/SILL 111 2 u 4,897- vmu 2. 9 I gnl�- MOUNT JE HO r Oc Hy t LC------ * �rzjly - K liv qc,/jA.-,sTARTt oi Am An -rRAc K b• 2.211 21§. M21 23 (D HV CENTERM61E i j (SELF MATING) - mr M. 'Ff (0) 3" ELOPE ASM 'T - z 125' (q)R.O. WALL ANGLE (0511 )E ANGLE HV CORNER CENIEHMAM" SO CORNER POST ' BER:THA'ItV"-. V.WES. 12• YIN. .. .1.1]0. .. .. ... .: Rt LONG J / Ve a-m as. OR]/e•a-Ie x1/2- ' WHEEL �] NYLON PE ON BUSHING. JJsvr. TnM9eiCAc.9a. ASSEMBLY i WASMEH ANON BUSHING. U. LEiNEY1 AT mEVERY HER 111a2 3/1• M.V. kNUCHLE ALOOROION PIN u $ a kw/ jB HEAD q Ce S Y/2 SHORT o © LOCKING ROD ELESSED S (SEE NDTEs ON SHIM q 3/TBFiUMBSCREWS L 1 4" 0-20 S.S. BUSHING. �I9 I HN 1, ACCORDION I BV'OE HV MT noon IIGFA0F11 IE nn MnFAom T Or PIN I ACCORDION CiIf aosimEe3 $ m aKm P. im m vu¢n rN"R0 302 BERIES ER :4I^1l- - BG99 hLXOG µ• I I •' IS HEE WOAGGIE :NSa CNNOFA MARO)` (owDRE MARC) I I Lis. EGRESS H V LOCK eN O E ACCORDION r ACCORDION pIN I (SEE NI ON SHEET a) PIH 1 I fI 3 $F� PLISIIC " Ip• • $ MOIDSC�YJ tl LONG RECESSED HER j NYLON BUSHING. III R n ATTER RNEnxc TYPICAL SHUTTER ASSEMBLY ]BO' BEPORE RAI SCALE: 3/9- = 1"' 1/4"/-20 x 3/4' 1/470-20 RIVNUT* rca:P (14.2 J/1• S.S.THUMBSCREW ACCORDION PIN .ON• r o )T/ IS HEAD - - g%ALTERNATE DCK (TO• NV' LOCK 1�1 Y"" cr _ .i> r . +- c+ Q B (SNDTER ON SHEET 4) EE_. *:SERIES 9N4 "MINUM (2024 1] ALLOY) LARGE ITAMCE THIN SIRW NUTSERT. PART F U020. AS MANUFACTURED BYYlHEEL CARRIAGE DETAIL ANGEL CHERRY TEYNRN' PARSIPPENY. MEN JERSEY, 07054 OR EQUAL N.T.S, p F. t`�h. - L1 t C. 114,2 J/P H.M. ACCOR ION PIN W/ is NERD +IN23/1 NV ACCORDION PIN II w/ PB MEAD ASSEMBLY LAYOUT iN.T.S. . :i(Ron, Jligh. Y.locity HUrticane Zane). 02003 EASI META SUP,@ INC. BERTHA HI * NOTES ON LOCXING—RODS © . HV LO 1. MANDATORY CONOTDON N: ONE HV LOCK© SHALL. BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ®MAY BE USED AS AN INSIOE OR OUTSIDE LOCK, ATTACHED TOO OR ®,CENTERMATES W/(2) 1/4"0-20 X 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENIERIMTES QOR SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL*SHUTTER ELEVATION. 3. OPTIONAL CONDITION 42e LOCKING RODS (DARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED iF DECIDED TO EN,)6NCE'SHUTTER-PERFORMANCE. LOCKING RODS.® ORKAN:.ALTERNWnVE DEVICE MAY ALSO BE USED'iw:0'S' AT STACKINGpt151TION'(NON'HURWCANE POSM1 ION).' "'- 4. MANDATORY CONDITION 12: ONE HV LOCK ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4"0-20 K 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS ©AT TOP k BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET S. 5• ALTERNATE TO RNOATORY riONDITION All VAIIQ ONLY EqR 517MMErRICAL CENTERMATES: ONE ALTERNATE LOCK MAY EE SED IN LIEU OF HV LOCK FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTER4 TE LOCK Y11 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"o-200/4" S.S. THUMBSCREW TOO OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-20a3/4" ALUM. RiVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. F Q } FILE b 0 IMO. f'Y110T/��{49\ �s MlLIER"A SII(IrYPG 1.." . uURE/DATE <i , y ,. .: :,, ... BERTHA FYN . I Accordion Shutter System. �/ 9i�VLl[li1LL�i1CNI1\iil�\IC INSTALLATION DETAILS ..t sew' •""w� ,'4, ' ` wzm - -' t_ 3 eve x aeiNgi. e r I W.4PlV P.: GNASUR�[DATE 1xa°... SEE RNEW'S ON SHEET 10) IHa-20,J/N' Ss. I, NOTE FOR OYiny�f 4IPDN DF SECODNS: ' W NE SCREWS USNO 1- SEE ERECT ] PON ry CX Sll R ASSEMBLY Iµ'-20 NUTS a 12- O.C. �� 2- YOUNPNC SECTIONS W BE COMBINED 1• W , EO 0 '" W AHT WAY TO S1R'AVY mFy PON. II ' E. D. - EDGE OISIAiNCE il� E (SEE NOTES h YNmVLE ON SNEEt 1.) II 1 y{pgT�3 P MIN. SEPAWIPON 0 C.E I T A II k ,Q WALL- MN.SE➢N WON TO .0 S I E II S.S. PXILLNS iI MFM YKN'NE SCBEMS NU15 a 12' O.C. y .' K •. -- I/4'0-200/4' NCN N1CHO0.S mu. ((SEC S.,EOVLE. DNr:,�•UBIryry^1FL-2Q: ® WALL MOUNTINGINSTALLATION , � �� I II F'Rc.(Nan High_Velacityr Hurricane Zane)' ® 2000 EASiEAN MEIDL SUPF0.v. NO. T�1 S 5, II BERTHA WON 01NC ■ ■. �I ■..•:' AccordionSliutter.Sviiem POURED CONCRE c MCHORS No" OR commmw v =Ns: CONTIF. (SEE S�� ON SHEET 11) REW SEE S.M 3 MR MC& VOTER ME .1 ASSEMBLY m " Ir I MIN. svloN 1 2- WW MNG SECCONS BAN BE COIARNED APKIC,m TO MMC IN ANY I TO 111 11 N111, E. 0. -MCC am, No NSWCNAENCE (SEE otuME ON SHEET 11) GISS MMNG ME OF IAB IF �j opuC9BCE im. SEP/ TON TO CIAOY POURED CONCREIE V REWIRED FAI HEAD CONCRETE ANNORS (SEE ScHmuu: ON SHM 11) -Ars) WALK OVER No (WIZINQ MOUNT1W.JNnACLATioN--� NTI NG INSTAU.'A110 -T-IT J14.3/4' Sa HD HW I,, SCREM 0 8, G.c ' OR S.S. .,. W/ NO 0 9- O.C. 19 1 ConC ON SHEET 11) Rj m ME E S,F CBaY2 MF ; CG,CREE mcH 0 (SEE SCHEnua ON SHEET I H5:IN7 ON SHALL V POURED N . I "F CONCRETE M REOUIRED E. D! OR �CE L.CONCRETE R(Q"w T FLOOR MOUNTING INSTALL ATIO t (9)EL09B MOUNTING INSTALL.ATIO t INSTALLATION DETAILS F.R r. (N— Nigh. Velc6ty Hurricane Zc,3c) 2W3 EnrERK UU& TOPLY. INC. EiEIRTHA HVW M LTE c o I., A-S-S-A�- 'A Vo.-I.Z SEE END WALL f.0 .'oUFr-.... Pa 'I h I- IN E%WNL LI/Ss *s2 cartsm lQaexL NLosQi. xY mad® - ` -;.: .. . I Axo .[yrznwlE Lpel( ®, ox sMFR .. I ♦/ B QR©QROQR SEE END WALL CONNECTION .ORO�aR J E4MG Gws rr DETAILS ON SHEETS 13 14 A--------------------------L----------- --- _'_-------- -S 21a'!1/e10'-a MOM, W/(x) Ile, '".0. M..R! ro cw'c I 1/°- OPPOSING SYMMETRICAL )In rtaP/esrmv) (gps.1/a' s.us. TQ nee Ai ELLN AVLIE 1m.]/4• s.Ys. o Ix• 0.S MI. IENGM. Cu,N'T1 RMAT CENTERMATES (M1PI I ' iL}0 LY/ LOL GK IWik 1• YIII. ` K U' IN U' U. oc Aa W K A U: A A ... _ 1/r L ORO M OR L L oRO ® I� S A L ORO OUT e it F�rj -� SECTION 12 mmc nAsz'mcncr�CO�aeKEW°i enxc _O©O H I oR J E>umrL Z— — — — — — — — — — — — — — — _ _ -T---i-- T--- I —------- cuss A - SYMMETRICAL C * RMA IN B OR OR Yirv, r f IN I- YM. oPnorv4* X ES ORQNAW� GC MIMI OOR&@oRO - STOAli '� 5 K� SEPMAIION (LYEPoOR) TO 6[A55 L - �I - ' OUT - ----- — -- _— - - (c * U n" A A A '� AntH"Q�ts a A ' OR OL M * vAmis OUT - (IXIERmN) W1 Uyboft O' OUT 6 I.a:..uAcaucR. .•-• X wU SECTION 12 AT CORNER CENT RMATE #3 ALTERNATE SECTION -12 SLACK DETAIL [(IF- APPLICABLE) F.B.C!(Mon High :eloci'.y Nurrjcane Zone) • .� - � � T it aa00.) GSIEI[N YE'fA yYPPIv. INC, , BEF9'f�9Al�'"•' ... ' . ii... a�7cz �4n ■ ■ o :!Accordion Shutter System -�{ - t 1 x ] 1 Tlllllt TESTINQ A5 ENGIN[E�ING C9NP,�KY tiA�Ivl�!e�en Sr��ryuNar. $Ya�mq..� 11 I)IQ c[scwrnc A 1' ' T. 2 - . 1 Pn � t]as)e)I IJOa':[ 'j3057e)1 LYii, �:y Ap T✓` 426Rkr. 1 �' i�.' 8. 4�esfrood9- l'C i' :a.+Y ./+bq MTE. //J/OS DWiuG Na: p} :1Y. ' .,x F}kx t • i `JU bWei1P : !t 9sac P Im h.EL P SHUT' - [ 1 L- -9. .. ru .0 ... c... i..4. u...:.. . w:.r.. . q"'.^ n. 4 ..' . .:''+•-. .... rvLc.. i' I 11 Ilf I i II _ CREW POURED COKCNEF_ OR / _ POURED CONCRETE - POURED �"r • ... I'I n OVREO CONCREG- . 'OR CONCRETE ,'OR COWALL RXnom CONORE@ BLOCK WALL BLOCK WAll-RfONflEO � • BLOCK WALL RfQNREQ , REQUIRED BLOOM WALLCRE REQUIRED �E21SnNG GU55 —IXISfING GV55 - (� CONCR ANCHOR EGST.G OUSS i / ` I 2• NM EKSnw. CW N216• o.c.---i J i 5j G T-� V MIN 2' YIN EO EQ SEPAMTON 1' MIN� 11 I i SEPARATION 1/161P MAX. (6063-T6) TO GLASS E ARXRb CLASS SEV UK. ii TO GLASS COW. ALUM. CLOsE0. (LOCATE SmE PLATE. (LOGTE AT Efl / 1 1 \ M. EU55 MEJ��W 510E OG N) 1/2• ) MIN I (AS I' OR 1' YAk 1/2• IN. I ALUIWNW CUPlAN6lE 61Q-2' 91011/2' S.M.S. I '—'— (6060-T6 ALLOY) AT MIONEIDWi ---- . el6'D.0 _—_—_ W/(IJIQa1/2'sH.s.' o Ifi' O.0 TO kQl)I N R TAPCONS I ` IODATE TE AT O R SI (0 Q sso�cr±IiXErnon' S oSEE :IPCMTnncKs `s - �t Q GN EE OETAR x fd _ 5! i •,> Aa®d1�OR� '@, &GE CONN'J�.210N I-. _.. 4R�OB®M✓ . OR�OR0 ®ORE) .. 'MtQQR®Odd' e•. 0.®+Q) RQ IO TRACKS - OR®+a)-6- , DR®+pORQ OR®+pORQ END CONNECTION DETAIL(3) ENDS CONNECTION DETAIL 4 END CONNECTION DETAIL 01 END CONNECTION DETAIL Q 0 • REOUWE➢ ONLY fCR SPANS G9G>-rA TW+ 12'-O' POURED CONCR_RE OR POURED CONCRETE OR 1 CONCRETE BLOCK WALL CONCRETE BLOCK WALL PEOUWEO �E%16TNC CLASS REBURIED — �CALMOS G 'lmat/Y s.M.s I. MIN. _� ��_ccocce ® •, ' OR SEP 1' MW a 12• .0 SEPARATION ------------ To GLASS TO GLASS ----- CONCRETE_ 61155 / CONCRETE I/2' MIN. D. �� ANCHOR e g (2)P40 D/a' ' . :I , l6, O.C. 1 2 MIN. _ — W PIN. (2)l1WI 0/a' NY PIN. 2• MIN. 2• MIN. I oR®q0. 0 P®.pat. VIEW Y 1. .. QR©➢R®Qam I' .LOoRpOR®CR� ,END 'CONNECTION DETAIL © QR END CONNECTION DETAIL O ' :QR®+pGRQ . 6 F.B;C.-(Non Nigh Velocity hurricane Zone) 11 02003 EAiTiRN METH s11PPLY, NO. d�P+. EERTFIA H4lTM IL E C 0,2Ee A.S.S.A. Accordion Shutter'Systma >• ' :..� ., ��.... ; :., t. }.. kf "._ �,�. �. afY x�'.2eRss1N`3v kae"x11;, 6 dKoapw,'ali Ampilican ao-shu ,111Ck.Cl: ON, k0.G11371tsi i'f _ mor pt.�de 1Pypl ';,,> ,I, 1 WesB Palm Beach'wFL 55407•A e 6 : un1. C TAL r 1. { 17 I ty C 1 titG" DQS ( [�Oa>le rt i Y i 4 CA s `A t+1 A s,.:A L ! � v ^•�Y ( WR PR W[.I F E E N,. i _ Ca r, `q, 5 r 1 " i -A -- 1r P'yT's. F R V. 67 t)yl. f�gAt aYe d i 6 D6HEEf e} - }, ._ i i.< t ..- __.�. PE, SE)+l-i5( IW�7L.RciDATE ♦ [-; .:��w. ,,,,t +- :"r 1 r..A{,.�::f tt 2- a . t-�. a Oi 14 ..ay I, I I I MAXIMUM SHUTTER SPAN "L+" OR -L-' (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES, ONE HV LOCK & NO LOCKING ROOS « (SEE NOTE t) N nNw ®w OvntD'I CONCRETE &WOOD MSTAIIATONS NOIINIMOL-(A) L-w 16'-0' 14'-10' 15'-1' 16'-0' 1]'-10' IP-2' 15'-T'1Y-1- LT-4' U'-Y 1]'-5' 12-r I3'-r V335 11'-lo' 1Y-1' I2'-11' 1 V-4'' lo'-lo- 10'-6' 10'-6' 10 -9 11'-5'10'-1' 10'-Y 10'-4' u'-l' W-10' V-10' 10'-0' 10'-9'9'-B' 9'-6' 9'-9• 10'-5' 90 9'-]' e'-r 9'-5' 1G'-1' 95 e'-0' W-9' V-2' W-10' IRO 6'-9' 8'-{' 9'-0' 9'-7• 105 8'-7' 7'-11' 0'-9" 9'-4' 110 ' 7'-7' 8'-r 9'-2- 115 2' 7'-3' 8'-4' 6'-II' 120 ' 6'-11' B'-2' B'-6' 125 D' I.-8' 0'-O' 6'-9' 130 B' 6'-5' T-to' 6'-1' 135 7' 6'-2' T-9° 7-9' 140 5' 5'-It' T-7' Y-B' 145 ' 5'-9' 7'-1. T4' ISO 2' 5'-7' 7'-4' 155 0' S'-5' 7'-2` W-9' 600 1' [,14'-l 5'-2' V-I' 6'-7' 165 0' 9'-1' 7'-0' 6'-4' +.'170 9' 4'-11' V-11' 6'-1'175, 7 4'-r 190 "-4'-B'165 y. 4.-B.6._7.y.-y. 1904" 4'-5'e'e' S'r195 3' 4'-]' B'-5' S'-5' 200'2' 4'-2° B'-4 5'-3' 205Y 4'-t- MAXIMUM SHUTTER SPAN INSTALLATIONS W1 OPPOSING CFN7FRMATES. ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) vu xPP vP . (foopill CONCRETE k NOW INSEANAmcros MALL kwxwc F1mR/mine u9unlwe 14 IN L-w 30 16'-0' 16'-0' 35 1Y-10' IC-10' 40 13'-10' 15'-10' 45 13'-1' 11'-1' 50 la•_5• 12'-6' 55. IV-4, 70 10'-s' 10'-B' 75 10'-I- 10'-1' 8Q 9'-10, V-10' 85 9'-1. 9'-,. 90 9'-r W-3. 95 9'-D' W-9' too 6'-1. 6'-4' 105 8'-7' 7'-tl' 110 6'-Y T-)' 1IS B',r 7'1r 120 8'-0' 5'-It' 125 7'-10' 8'-,. 130 V-W W-5' 135 T-7' W-r 140 7'-S' 5'-11, 145 7-3' V-9' ISO 7'-2' 1 5'-7' 155 7'-0' 5'-5' ISO 6'-11' W-2' 165 6'-ID' W-1' 170 6'-O' 4' 1 ' 180 .' B'=8' ... a'.6••.. 195 6'-5' ISO W-4' C-5' 195 W-]' ..4'-r 200 6'-2' 4'-2' 205 6'-t' 4'-1' INiTA 1 e1 nnN I MENG CONCRETE & W000 MANSORY WALL 1. 2, 3 1W, 2W. 3W. MOUNTING & 4 4W, 5W & 6W FLOOR/CMING 5, 6, 7 BW, 9W & NOUNTNG & 8 tow 4 NOTES:1� (1)L+: MAMMUY NLOWADIE SPAN FOR A GIVEN POSITS DESIGN LOW. ' L-: M. ALLGIRMIE SPAN FOR A GIVEN NEUNl DESIGN WAD. (2) PROCEDURE TO OETERLONE MAXIMUM SPAN FOR WALL MOVNRNOS QOP/SOnoM) OR MOR/[DUNG: ♦YAMIYUM SHUTTER SPAN 'Li OR 'L-' FOR INSTAIIARONS INTO MOOD SHALL BE UMREO TO 110 pM. DESIGN LOW. 'f CORNER CENIERMATE j5 WY BE USED AT ALL NOUNRNG WSTALIATONS. LOLRING SPEPRCATIONS S,PLL BE AS INDICATED ON ,4WDATORY CONDITION 02 NOTE 14, SHEET 4 OF 14 GIVEN A POSRNE DESIGN LOAD, GETERNINE NA%INOM SPAN-L+',FROY SCIIEOuiE. MEN A NEGATIVE DESIGN LOAD, DETERMINE MAMMUM SPAN 'L-' ROM SWEGUIE MAI, MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETzFWNEG S AN EEIWEEN %+' AND 1 d (3) PROCEDURE TO DETERMINE NAXINUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING NOUNRNGS! .F6R"AGNEN POSITIVE 1)ES)pN n. EaO. Ll+- MAK�SPANI FOR WALL MOUNTING C...:INSTALDNS. U+=X..Wm OFWOfl/CERNC YOUNTNG INSTKI.ATIOISFGR A,GWEN NEGNTNE DESIGN LGAD: OEmRMINLI I I., W.IVAN MR WALL MOUNTING INS74,LATIONS. IA-- NAM. iSPAN FOR FLWR/COUNG MOUNTING INSTAIIARDNS. ptA NAXIUW &,DWABLE SPAN 15 ECM TC THE MMYUY SEiwEEN 'Lt+'. Ra+; 'L1= AND 'lM I (4)GO TD ANCHOR SCHEME WIM RN& MWMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LMD TO DETERMINE MAMIMUY ANCHOR SPACING. :I II i I II I , F.B.C.(Hon HiQH VeICCItY Hurricane Zone) O 20133 FWERN WEAL SWPPLY° INC.' c�ta BERTHA HVw E E O LNL. �;So r'!Accordion,Sbutter Sys 19.tem' - ® AIRWAVINA,. 1I1 ':. . . , .1 I lTjmfi ROLIr .r-: : :, 'r.P. LM.'AIIINnu. 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'^E17E OR CONCRETE BLOCK SUBSTRATES 1. µTORS 10 I PauRMLL BE Ai - M1 . e (q TO EMPCON PWRm CONCRETE MT. rR ET - I/1Y V.PCON µ[HORS, AS WMSVT AN O BY 1101 PµSEi/ RFD NGO. I/AY . J/A' A4 POINTS SWO-BET µCNOR9 K'OISIPIBNEO Br ALL PoMfO S.M. BOLT 4 SPEOA:T', COYPAW. - 1/4Y WEOCE-BOLT µ[HORS µ YµOfACNR9 BYi PoW:RB r/9EtUxG, wC NOTES AI) U'..0 MzEOYENT wre PoNRFO ".cNE S Or T... µMan IS 1 J/A', µ0 S. Fee xE➢ce-SCY µ[HORS. AR) YINNW EYHOYENT OF 1/4Y . 3/0 ALL ,C,,S SCW-SET µ[ORS UnN- BE 7/G' 1M0 THE P61RE0 CONM,, NO pIBLb0.T W10 GGiCCO S U BE PUWxTEL. 1/4' r40 SA WJLLVE ORE OSED Sw l BE 1 Vr TANG MGMW SNWID MEN) Wn, µO +' -�NNUN FOR WNLS'MM NO S.L000. A3) IN CASE TING PREWT SONS PREMT CONCRETE PµEtS. PAYERS OR µY YNEEIi BE FOUND W TAE FSLS"LYO WALL M FLUOR. µO1dS VW BE LONG E OIICY TO .. ME IM. OVLOTURE BENNO — WNL FINISHES. µMGNUG SNl BE AS MOIGTEO ON NOTES AI) k AT) /HOVE FOR UQTN bNS ON N SONG _W IRS CONSULT GUR ENCNEM, .. (B) TO CI,.I G CONCAVE BLOCS I/1'F TAPCON ANCHORS, AS YANURC m BY I.T.W. NmSET/ REO NEC. PAi-0 1 J/A' NL M,,, SOI:O-SET µ[HORS M IISMIBURO EY NL PANTS OVER. BOLT k SPEmkLY COY - I/A'. VeGX5 BOLT W/ 1/4F BLOIX"PLYG µCHOPS M WUFACMREO BY PIMERS FABTEHING INC. k0lE5: 1 t , hF- 3.tT,M7°:k4d-GMErt,�L•T`sNtiiEc�BLGciae r�cw xWtuu wLT waou:rs.1"gI ..._ .-: H Z) M NNUM O.SEOYFM OF I/A F . J/A' NL FONTS =D-SET AM ORS SIINL BE ENIIRELT ONG—' INTO ME CONCRETE BLOCN. NO CNION.?R IM0 SNCEO Sw BE...GTEO 1/4' F-xG SS, Y.pwE SINIM USES "u BE 1 +/2- LONG WNRNR VoLuT STUCCO can. me r YBRMW FoR 1411E WOH NO sR.CW. B.7) IN WE THAT PRICC UG STONE PREC B CONCRETE PANE-$ PAVERS OR µY VME R BE FOUND ON 1XE WSRNO WALL OR "CON'ANCNORB SW N, LONG ENOUGH To ROOF ME Y.WV STRUCTURE GEN. YA WILL F....µ..NNGE SCVL BE AS NCIGTfI, ON NOTES Ot) k 22) AB mE M, mvN `NUNS ON NN'. SONG ON EUS CONSULT MO ENMFFA (C)' MONO. S BE N,,NL FD r=LL G su Or ME RCWN.I,MR.Ns µ0 SPECUICATONS OF TNE µCBOfS vµUFNCTLGM. (G) SEE SCNSME BEOW MR EDGE OiSMNCE _(EO).VWSOS SP.ONC ROATCISNP FOR ANCNCRZ DISTANCE VERSUS SPACING MR ANCHOR' Cl 101OR SPIGMCS µE NWD FOR J 1/27 EOCE OSTµCE FOR AGTwL c a ua. .». V- -'x rlx" Gee:•. Use" - ' - . ' F.E.C.(Non High Velocity Hurricane Zone) 02003 EASTERN UTAL SUPPLY, INC. _ BERTHA HYTM. A■S■S■A■ Accordion Shuttet,Sysfem I MAXIMUM -DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR'.. S ULE 170 A GIVEN M , SHUTTER' SPAN, NEGATIVE DESIGN LOAD AND A QQERFSP0NDlNn2hhhW � i - I , - (SEE MOUNTINGS ON SHEETS 13 & 14). :S3 1 J F==3 :EE;TFRATE SOUTHERN PINE NO. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE FINE 'FIR SOUTH 1/2"- MIN. COX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G-0.36 PLYWOOD MixlYuu WALL MOUNTINGS CEILING MOUNT. BW WALL MOUNTINGS - CEILING MOUNT 8W WALL MOUNTINGS CEILING MOUNT 8W ,WALLMOUNTINGS I W, 2W, 3w & 6w FLOOR MOUNTINGS IW, 2W. 3W & GW FLOOR MOUNTINGS 1W, 2W. 3W & 6W FLOOR MOUNTINGS ,!4W & 5W 9w & low 9w & low 9w & low KEWME MEN Lm (pe) NESNNE oEsG4 LOAD (d) AE m OCSGN LOAD (,.o NZMTWE DESIGN LOAD (P.0 NEUM OMEN I (ps.1 HE THE BOBO DMGN 30 kO 1 60175 90 05 0140 1 60175 196 �05 30 1401 6017i 190 [105 30 140 3' 1 60175 190 bOS 30 40 160 75 90 05 30 40 60 75 90 05 3fl40 160175 190 05 '-0. ,od OR UM 12 110 1 101 9 6 16 6 1 6 16 16 16 12 11 6 6 16 6 6 16 1 6 12 10 110 9 8 1 8 6 16� 6 6 6 6 6 5, 4 4 4'-0' 6 T2.110 i0j 9 6. 6, 6 6 16 6 [.6*. 6115.5 12 10 10 9 8 6 6 6 .5, A, I &,,15 ,15 - Z, 10 10 9 B.,j 7 6 6 5- L 6i, 61'.. -5i� 10. 5 4 4 4, 3 B--O� Iz 110 101 R, E- [6,5 'ff I B 6 is ..5-1;.Sz T2 10 to 9 7 8, 5, _S 6 -151 e5, 11 10 .10, 4r 6- SA. b.. -6 _S_, T43 7--0- 12 LO_ 101 9 6.514 6 6 16 6 5.5 4.5 4 12 10 10 9 5 3 6 6 6 6- 5 4 3.5 12 10 10 7 1 OR 5 4 4 12 10 . . - 6 6 5 �.S 1 -97--0' IT -10 U 5 3.5 6 6- 6 4 io'-O" k4 12 10 7.5 4 -7- 6 6 5 4 3 - 12 10 6 3 - 6 6 4 3.5 3 - 12 10 3- - 6. 6 4 1 6, 5 -TI �-O- I 72 TO 6 6 4.5 - 12 10 4.5 - - - 6 5.5 3.5 - - - 12 10 - - B. 5.5 4 6 -72 �-O f2 TO 1 6 5 4 4 J6 I - 12 10 3.5 - -5 6 5 35 - 12 10 6 5 3.5 - 6 5 -73 �-D• 72 10 6 6 - - 12 10 - - 6 7Z:- T5 k3- 6 4.5 1 - --T4 �-O- - T2 TO , 5 5.5 5 _ 2 - - 5.5 - 12 7 5.5 4.5 6' 3 -T5 �-e 12 6 12 _ 1155 - - 12 - 5 -L - 1 7�6-0' 12 = 6 L2. _ - - 11.5 - -L. + NOTES ON ANCHORS REOUIRFMFNTS- WOOD SUBSTRATES 1. ANCNORS TO WAIL. FLOOR OR WJD *DOO SOFFIT SPILL BE AS iCLLCM! ANCHORS AS wmur�m BY U.N. WILD" W/ mimmv m9mum AS NOMTED AT VMS � 3 & 14. EOMFT0W,- SEE NOT 2 BELOW. 2. ANC GRS TO HOLLOW COUNG SPILL BE AS PER MOUNENG ME M, SHEET 14 MD SNHl CONSV OF VG SCR AS PER NOS 1997 SPEORWONS. -Se -00U� Ffl I/ Cmd+50 KoS.) -VRME ME A- NO� W/ C-0-43 (NDS) -SPRIXE ME FIR SOUTH W/ 9-0.3E (NO.&) -mv. 1/2' CM PLWOEO (1955 APA) , ME,,NS 9 BE WEF&LED FOUDWING I11 W 1Nt RECW.E W.K .0 SPELJFlGiIONS 01 INE ANCHOR'S WUFACNROR. F.. C.(Nan High An W 0.- Velocity Hurricane Zone) 02003 F/SIERN SUPPLY. INC. qsBERTHAHV�. Am% : 1 , Accordion Shutter System WAL nNEO, - INSTALLATION -DETAILS, ON.,EXISTING. WOOD• BUILDINGS.-,,. IIPA i%PGON W/ 11/2' Nln. `. PEN Ei rON OF MREADEO MEA 1/%1 TA o W/ 1 1/2' MN. TO MsS WOOD HEADER. PENETWON OF TNRFICED AREA (SEE SCXEOhE ON SHEET 12) TO METING WOOD HFAOFN. (SEE scK. E ON SXEEF 12) 1/A•e-20�]/i 55. M L INE F ca © SCREws W/ 1/4'-20 WIS C a IV D.C. a" P uln JG MIN. �� woo, REOW O I COW. Pure 2© WALL CONNECTION Al TOP 1' MIN., In I In 1 E P I III v 2100 COM. � W000 Pu:E 1 1 I y FOfl© :REDO. 1 • 1•YIn.J 1 1/%F TMCON W/ 1/2 YM, PENEiMiIDN I/ 20d/P 55 YACWNE OF 11WFIDEp MG IMO PLTx000 1 SCREVS W/ 1/e' 2D M115 (SEE SCXEWI£ ON 5 CEf 12) i11' .Jj ..� 11 :. i'' O 12' DC�. I/2 NW CO%PEYNO,O'�REOG �' 1` 1/<'P iMCDYWIi/Tl�I ' 1/T YN. <0%—I PENEIMTON OF 1HRFWEU MFA IMO E%ISixE ITO 2 % 5TID5 C IB• O.C. W.%. C ON PLHYOJO CO BE pLYry000 ROOD RYWOpp` AL}ACXED ttl S. W ACCORDANCE WI]H SEC110N 2]OB DI iXE F.B.[. \\ (SFE SCXEWIF DN SxEET 12) k ]XE S.B.G (FDR NeN MTI E%ISfING CONSR3VCIIDN RFSPECMFLY). N41 FWISF-� ® WALL CONNECTION AT BOTTOMSW WALL CONNECTION AT BOTTOM £A IL ECG! Etv, TRA rESTINOtk EI{jy.1NEE NC LG1:IP,A : 11 1... , . . \..h[ .. .. i] X.X•SBU 5 $V ]05 PC WATjWCpS. (lOMiiYlYl� y 1 L V GGJ PNDn (]05)0]I IS1D Ie 1 Cut)... Or naceoemfe + low EB-w61711 Ekl c.,y e. 3 P.E-:SPALLSIGNATOR I'OATS .' ' naaloA uF, (•%%le] 11 '< I-SfE SHEET �J'FCR-TVPTGWSMTiER _ .. _ MSEMBLT COMBINED IN ]-YWNAY WTO IN SE MY WAY TO eE `Un MY IHSTAllA]ION, ©WALL CONNECTION AT BOTTOM II _ . F.B.C.(Hon High; Veloccty HMrn 02003 EASTFAn mh AL suiP BERTHA H AsSiSAi .; ?sccordi6n Shutte Lone) rsfem .: _::: , -. EO— EO- 3 MINC' Y.E (M ) F%ISTNO W000' . _ nu. T i W000 SRI0IN EOCE (IF APPMGBLE) BEAM CGU SIflYCNML (IS A°P11r}BLE) IZEI OF EDSTNO WOOD SEA]] TO BE cmFED BY REGISTERED ENGINEER OR Wky MISTING WOW MCWIELT PRIOR TO 9 m E!NISw 1/3 t/3- TRUSSES OR O.C. REQUIRED VNS17 Ano% FMISTNG Gu55 I! WSCNG SOFFIT 1/1-0 TO'CON W/ 1 1/2' Min. J/!' Me,. TKK. PEREDUTION OF 1HREAOEO F ES 11111/B- CAIn. ALUM. NBE AREt TO COSTING WOOD EM. (SEE SCXSDULE ON SHEET 12) a 1 MIN.. \ l Y. r / \ i .NOR O B. O.C. V/ 1 1/2 NW. PER PON Zo SLAGS OR W/ MIN, 1/e PEN LT 1c. TO 1/2CCOz. PL W000 IF NO 'MOS COST. I/2- MIN. CON PLWAOO. .NS. O f' 0.c. IBA (60BD-Te ALLOY) AIM, G0 SCHEWS TO FIGH R OR 0 TO OL155 PR® E OR O TRUSS. LOGTE Ac SCRM AT waxiOTH or EZISTWO WOOD E ON MEMBER, (2- IGn NOMIN& I 1/2. LAIN. I OPESNO -t m0"!") W/ Z 40. PENETRATION VWp r0R OF 1XPUOEo ARFAVONS I PIAKCEPr S/ B'P IRO SCREW LyJ WITH, DESIGNNST�LOAD MeT 0 MM Ex STING .II , . /IOa1/x S.M.S. AT c6MER Or NBE L1 AT SPNI THIS INSTki ON IS ONLY GM li O IE 0C I _y_ v 1- I {•. G)H.•:'. IW■9 VAVO FOR WOOD w MIN.' _SPfCIFlC GMYOY.Op OSO AS 7- 333N ' ... 1—SEA..LiAM1YN '- I TO C S T - 1 4 DOJWS 'IR.M SWTka4 FINE ' NR. 3 On fl1UAL --4 I it - ^ 1 y0k COR IJ�® • •. :• , I .. - EUSTNO EN M. SfyAMPOv I I cuss - TO cuss END CONNECTION DETAIL 1W k 4W ® uOIIOW CEILING MOUNTING INSTALLATION I x1S MIN W000 SOFFIT MOUNTING INSTALLATION /!Y M TMOON MCNS mms R�0 W/ I +/r MIN. E)OSTwC GLASS PENL TtON a Ix' D.C. �— - -II I. NIN. I I I. MIN. EXISTING II--S TO GA 3 1• NIN. ' SEPAMPON I I-JEPAWPON I i0 OL155. I I LYA55\ I , TO GIASS i1/2 U.- Y. I I I DI �ANANCHOfl WSIING LYMS— LBO. 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