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WS-18-1638Miami Shores Village `er!S'ty� 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 FtoruvA Project Address Permit NO. WS-6-18-1638 Pe■ Permit Type. Windows/Shuttersr it rk Classification: Window/Door Replacem Permit Status: APPROVED Parcel Number issue Date: 7126/2018 1 Expiration: 01/22/2019 25 NE 108 Street 1121360110430 Miami Shores, FL 33161- Block: Lot: Applicant Owner Information Address Phone Cell 25 NE 108 Street MIAMI SHORES FL 33161 Contractor(s) Phone Cell Phone MIAMI SKYLINE CONSTRUCTION SEF (305)216-2224 Type of Work: REPLACE 3 DOORS AND 3 WINDOWS No of Openings: 6 Additional Info: Classification: Residential Scanning: 4 Fees Due Amount CCF $1.80 DBPR Fee $2.40 DCA Fee $2.00 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee $160.00 Scanning Fee $12.00 Technology Fee $2.40 Total: $186.20 Valuation: $ 3,000.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-6-18-67933 07/26/2018 Credit Card $ 186.20 $ 0.00 Avaname Inspection Type: Window Door Attachment Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I -be fy that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonim—Futhehbore, I authorize the above -named contractor to do the work stated. July 26, 2018 / , Contractor / Agent Building Department Copy July 26, 2018 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION - XEBUILDING ELECTRIC ❑ ROOFING 1701XS �11J� � d��� ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: I� ` ` Master Permit No. I`C -$ - 1 1- 22 )S Sub Permit No. _w 9jIe I C-139 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade zip: 3 3) (0 1 Folio/Parcel#: 1 —0 1 )(o- 0 L(�so Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#: Address: City: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: State: hone#: '.o Ce— City: Nar'%"j ``State: or- Q a- Zip: 3--:� i K ( Qualifier Name: : n C7 O•'C i Phone#:a(to— State Certification or Registration #: & %o Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Add City: Value of Work for this Permit: 3 1 (ZL-j�b . o Square/Linear Footage of Work: Type of Work: M Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ Parmit Pop S CCF $ CO/CC $ Scanning Fee $ . Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) r Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature _ _, 14�i L, OWNER or AGENT CONTR CTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 by , who is personally known to identification and who did take an oath. NOTARY PUBLIC: as The foregoing instrument was acknowledged before me this )3 day of h� 20 O , by CtiVdl O Rod � V`CZ who is personally known to me or who has produced Q I Y ly-e r `I C%Alt as identification a*nd who dip take N oath. Sign: Sign: Print: Seal: Print: Seal: APPROVED BY Plans Examiner Structural Review BLIC: YANADY PRIETO "Y COMMISSION # FF 214031 EXPIRES: March 25, 2019 Boded Thru Notary Public Under rb* *********** Zoning Clerk (Revised02/24/2014) - <. P-14► Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window`/door framing in -progress inspection, prior to concealment of any, horizontal or vertical`clip mullion, bucks, shims, etc —Inspector will also'verify-anchor typo, edge distance, embedment and spacing. The ( purpose for this inspection, —is for the -verification -of conformance with Product-7 LApproval (NOA Acknowl t: LO Qualifier/O Signature Date Print Name � u�n�ci2S �PP2ovg� M lAM PDAi) MIUM DADS COUNTY PRODUCT CONTROL SECTION ow DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (Rini) 11805 SW Z6 Stceet, Room ZOS E BOARD AND CODE ADM USTRATION DIVISION T (786) 315 2590 F (786) 315 2599 _NOTICE OF ACCEPTANCE (NOA) wwwmiamldade.¢ovec nomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing `the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority . Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The h iami Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART, may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building _ Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH-700" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUNIENT: Drawing No. 4040-20, titled "Alum. Single Flung Window, Impact", sheets 1 through 11 of 11, dated 09101105, with revision G dated 06106117, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, PE., bearing the M�am i Dade County Product Control Revision stainp —Mth the Notice'of A rc'cptancemumber-and expiration date.by the:MiarniDade.Cjunty Product. Control Seotiot,' - MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufneturer's name or 'logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless. otherwise notedherain. . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been mo change in the applicable building code negatively affecting the performance of this product - TERMINATION of this NOA will occur after the expiration date or if there has been•a revision• or change.. .. . in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVEgTIsEi ANT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising -literature, If any portion of the NOA is — displayed, then it shall be done in -entirety. — _._.. -- - _ - INSPECTION Acopy of this_ -entire NOA shall be provided to the user by the -manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAN 16-0714.06 and-oonsists of this page 1 and evidence pages B-1, E 2 and B 3, as well as approval document mentioned above. 0.0 • • • • • The submitted documentation was reviewed by Manuel.Perez! .E. .. . . .. . . . . ... . NOA Arc.17-0630.08 • • • • • r. s• v . nafip- Avrirrh 26. 2021 • . % ' ' '' ' ' x'aae 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07--0322.06) 2. Drawing No 4040 20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09101105, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1, Test reports on: 1) Uniform Static Air Pressure Test, -Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, DuraseO spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FT1-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.06) 2. Test -reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile'Impact Test per FBC, TAS 201' 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single. hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06} 202-94 3. Test reports on: 1) Air Infiltration Test, p FBC, TAS TAS 201-94 ..2) Large Missile Impact Test per FBC, 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test - _ - Reports No. FTL=4958 and-FTL-5063,-dated lU/03/06-and-11/23/06, both side and sealed by Ednrundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) . ....... . .. .. • • • • ... ... • Manuel erez P.E. Product Contro Ex iaer • • • •: • : • • • •J�QA No.-0630.08 • • •.. ... • • £ 'rat�os� 2�ate: March 26, 2021 • • e»nr_nvai.L�atC •4 �vember_30 2017 — E - I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1°GT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CortTDMD) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05 , 8/I1/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201•-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung byFenestration Testing Laboratory, Inc., Test window, with fin frame, prepared Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) per FBC, TAS 202-94 6. Test reports on: 1) Air Infiltration Test, p per FBC TAS 202-94 2) Uniform Static Air Pressure Test, Loading p 3) Water Resistance Test, per FBC, TAS 202-94 A) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 aloizg witlimaiked-itp drawings and installation diagram of an-atiiminum window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11105, both signed and sealed by Edmundo Largaespada,. P.E. - (Submitted under NOA No. 05-1018.01) Test, Loading per FBC TAS 202-94 7. Test reports on:. 1) Uniform Static Air Pressure ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) .. ... . . . . . .. an [el ere P.E. Product Contr 1 Exa nines AQA No. 7- 30.08 '.' . :': :r.Yri�a1; l�"4' March 26,.2021. E - 2' .... ....... . . . . . . . . .. . . .... . . . .. .. ... . . . ... . . PGT Industries, IDac. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS ' with FBC Stn 1. Anchor verification calculations and structural analysis, complying Edition (2014) and FBC 6th Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1, Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No.16-1117.01 issued to Kuraray America, inc. for their "Trosifol® TTltraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.. - 2. Staterrierit letter of no financial interest, dated June Z2; 2017; issued by rimariufacturer, - signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No..FTL4957, FTL4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTIL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NO No. OS-1:018. DI) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under pmvious NOA No. 16-0714 06) G, OTHERS 1. Notice of Acceptance No.16-0714.06, issued to POT Industries, Inc. for their, Series "SH-700" Aluminum Single Hung Window • L I�Q.I� approved orl p8118116 and expiring on 03/26/21. • • • aflu r z, P.E. Product Co rol E aminer " '-0630.09 bate: M jrch 26, 202x E-3 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CODES/STANDARDS UBID: A ING ODDS IFEDL SM EDITION GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS •2017 12014 FLNmfRCORmA RI N=LDINa COOP (recMBM EDITION •ASTLIEIS00.01 1. GAZING OPTIONS: (SEE DETAILS ON GREET 2) •ANWAFSPA ESIGN IS NUAFOR WDDD 016RiKUDRDN •A6UL11 W N OF310N MANUAL• AGM.i016 •AIMBION12 A 6116'LAW CONSISTING OF (2) UTES OF fro' 1NEALED GLASS AL WITH COMPANY) - KUWIRAYTROSIFWe PVB(SYKURARA AMENCA,INC, •� ,10 . OR Mr BAFLEX `0VB UN ERLAYER (BY EASWITH A B. fiNe' LAMI (•pN516TING O F(1) LRE OF 11R ANNEALED GLASS AND (1) LITE OF ilD HEAT STRENGTHENED GLASS BINTERIAYERIBY EASTMAN CHEAOCAi-COMPANY) AMERCE INGTHE6IED NOA DRAWING MAP MV KURARAY TRDSIFOFPUTE6KURAIRA GLASS WITHA C. BM lA1A CONSISTING f21 PVB(BYKURARAYAMMrAINC.IOR-M-SAFLS%A PVBIMEOSIFOL PVB(B KURAR YAMS C&I PVB (BY KURMAY AMERICA INC.) SHEET I AIDKURARLYTROSIFOL D. flW LAMI CONSISTING OF (2) UTES OF 3RB'ANNEALED GLASS WITH A.OBD KURARAY7HOSIPOLA pVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) STRENGTHENED GLASS WRNA , GENERAL NOTE6_.._..-.1 GENERA NOTES ...-... GLAZINGUSTAURE6-._2 OR.09D SAFLrII F THB' LAW CONSIBTING OF(1)LITE OF 3110' ANNEALED GLASS AND III LITE OF 311B' HEAT 'PVB (BY KURARAYAMEIUCA, INC.) KURARAYAMERICA INC.) OR.010' WLEX. PVB INTEKLAYER(BY EASTMAN CHEMICAL C( AMeI TIONS.».-----»••- 4 S .OBO'KURMAY TROSIFOLAPVS(BY F.7I13' LAMA CONBISTINO OF (2) LITEB OF SNB'SEAT STRENGTHENED GLASS WRI1A AOD KURARAYTROSIFOL (BY EABTWN CHEMICAL COMPANY) A VERT.SECTIONS......_.... VERT, B OR.OW SAFLEXAPVB INTERIAYER EREDKURAA"S AN A NC.SPACE IIm- TEMPERED D' SAFLEX' rLAMIPVB LNTERLAYER((By EASTMAN CHEMICAL COMPANY) ) OR AAND a 13M KUgMI 10: (1) LITE LITE OF 1IS' ANNEALED GLASS AND(/) LITE PARTS UST.».-....••-•-•-. PARTS UST..- �RNER FOF 6L 13HB' LAW IS: (1) RITE OF fro' TEAWE EEO GLASS, AN AIR SPACE AND 611B' LAMI CONSISTING OF 11) PVB(BYKUPARAYAMERMq INC.) OF IX HEAT STRENGTHENED GLASS WITH AABD KURARAYTROSIFOL` PVB INTERLAYER(SY EASTMAN CHEMICAL COMPANY) CONSISTING ISAFLF�( OR AWSAFLEX 1. 13'16' LAN IG (1) LITE OF 19' TEMP RED GLASS, AN AIRR SPPAOCEE AND W� OR .DSO pVB MERLAYERD(By EASTMAN CHEMICAL COMPANY) D GLASS WITH A WITH A.OBD'KURARAY TROSMOL PVB I-KUFAIRA J.13NB'LAWIG: (1) LITE OF I43' TEMPEREDGLASS,ANAIR SPACE AND 7IIB' LAMI CONSISTING OF(2) LITE60F SHB'AN MMIAd MLA,F MID. F. AID KURAINY TROSIFOL PVB(BYKURARA�8�'NC.)O J007HS'LAMI CONSISTING OF(11)LREBY I DFM3HB-ANNEEALED OLASSAND(1) LITE B1M1901BW B2 kEl 120 WI K 13HB' LAMI 10: 11) LRE OP tro' TEMI'ERE EbOODTI• 1ES kE1, 177 k11 OFy1DHEAT6'IRENWHIENEDGLASSWINNAAOD KURAMYTROSIFOLA P11B (By KURARAYMERIC0. RNCJ 410 B3 MC6BIBFlmc® 127.4 k11 1BB.7 kel OR JUSO'BAIREX PVBWMy1LAYER(BYEASTMANCHEMIGLCOMPANt) L. ORALA►BFLf1)RITEOFfro'TEMP WASS. AN AIR SPACE AND 7HB'IAMI CONSISTING (2)UTES OF SHQ'NFJAT STRENGTHENED E083 AhnrflXon 16k.1 22WI WITH AJUW'KUpLITE TROSWOL ANNEALED OF Jlr (o GLZARAY AAIRMERICA,SPACE INCANDJOR.OID BAPLEX'PVB INTERLAYER (IiY PAS7MAN CHEMCAL COMPAM') SIMI k s MAD IGI MAY (TROS ROL APVS (SY KURARAVwAMFALL'A, INC.) OR.OBO SAFLEr PVB INTERLAYERBanr LAMI CONSISTING OF (2) �EASTIMN CHEMIS OF GLI�COMPANY) GLASS WITH A Gt. 33 BIBeI SWd 33 ksl 451s1 2.CON,*URATIONS:'OX'(ULVIEW AND RADIUS TOP, ALLWI LAW OR HIGH BILL OPTION) .. _ ._. . .. -3. DESIGN PRESSURES: (SEETABLES 1-3, SHEETS) .. .. ." .. ... A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. .. . E. pOSMW DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13M C, DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 4. ANCHORAGE THE 331I3%STRESS INCREASE XAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS' 5. BKUITMRS ARE NOT REQUIRED. • B. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET- ?. REFERENCES: TEST REPORTS FTL4045. 446S6. FTL�4647, FTL4643, FnAO49. FTL.4650' FR•4851, FTL•4723. FTL407, FTL•4SSB ANDFR.'AO3 FR ANSVAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL ti B.SEREMDDMDESIONATI WAMO,ALSOREFERREDTOASSKMI-' I.TMS PRODUCT HAS BEEN DESIGNED 67E6TE0 TD COMPLY WITHTHE REOUBREMEMS OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE fHVHZ) IONS IN THE MOM SO FT, ONLY GLAZING OPTIONS WITH TEMPERED CAP`�(O{)ARE ALLOWED• 10. FOR INSULATED GLASS INSTALLAT * :' _No OA06 CIALOPNIIILRSIDS ALUM. SfNQLEHUnv mnwFr, Imrn... A,LyNNMILLER, l .I Arrs 1 + 11 40f0+2D G FL P.E.f 58705 705 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • ••• • • • • • • S. • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • PaRA Deealptlon MJIM. 71 Kommed1n948GTF'SSPw8rSyatun G72 Ouane>; Super6peaernXiW181 HotMeR Helyt . Shpuena Duroaal Spacer M 74 aldinal 7a_Edpe Speaer 41 GLA99 BITE I� u GLASS BRE u E EbT EPDRiB: 70 37 70 37 1Ar.ANNEALED OR HEAT STRENGTHENED GLASS 311CANNEAIPD OR HEAT STRENGTHENED GLASS .DaD PVB INIERLAYER DaD PVB INTERLAYER 1IC ANNEALED OR HEAT STRENGTHENED GLASS L1e ANNEALED OR HEAT STRENGTHENED GLASS still NOAL 6116" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or BS 71-74 aIXTERIOR INTERIOR* 71-74 /"1 (AU SECTIONS) • KURARAYTROBIFOL 1R, �•, PVB INT6RLAYER 1rr NOM. 46 G1A858RE LIN,GLASS HRE STMAN CHEMICAL COMPANY .- 70 38 70 36 3118. ANNEALED OR HEATSTRENGTHENED GLASS ile- ANNEALED OR HEAT S7RENDTIET4PD GLASS DBO PAN INTERLAYER ABD PVS INTERLAYER 3118, ANNEAtID OR HEAT STRENGTHENED GLASS wr ANNEALED OR HEAT STRENGTHENED GLASS 7H6'LAMINATED 6HSLAMINATED,.... - ._ .AM SPACE .- ... ._. .. _._ _... ._ . .__ ... .. _ .... .... _. - AIRSPACE - .. .. .. .... .. ... - 13116"NPERED GLASS Tl8'ANNEAIED OR TEMPERED G1A35 13Hfi'NOM. 13/18•NOM 13/16" LAIG GLASS W/ 6/16" LAMI 86,87,8E Dr92 13116" IAMI IG GLASS W/ 7/16' LAMI MI 89.90 or 91 ALWANUM �RawnRCEMEW pOLYOf NTNLLAREA -StuODNE BTRIICTRIAL UST BUTYLINA BUIYLE•U•NDM slue E 31WNDKWJM, Nte•NOM etm^RESM STRUCTPOLY150BLITYLLNE 1M NDIL SCOANT WLESSROLLFTE VVITH DESICCANT bTAEAE95 STEE WIr11DESME DESICCANT FOAM FM. GLASS E10.GW9 E7R. GLASS Ea. GLASS W. GLASS W. GLASS INr. GIKS ..GUISSSUPER . DURASEAL® XL EDGE"' 4SG TPS n ACE OSPACER® NX7 (E)SPACER SPACER SG QAT.pFANILSA>8F II IL 1 Ci1I �� _ ____. ,.i "' L.F \ \` JI �`•'' � Full 2 � 1! •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • • •• • • • • •• • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE LAMI IG OUTBOARD LTTES MAY BE UPGRADED 70 311r WITH NO CHANGE IN DESIGN PRESSURE 68705 571R• MAX FLANGED WIDTH 52 US MAX I.F. WIDTH ° 49 616• MAX. FOfED DLD(ALL) � "I� 7s•MAX 76' MAX I A I.F. 'SEE OLD O °,� HEIGHT SEE OLD HD Hf TABLE TABLE O IL Ta MAX 7a MAX FLANGED FLANGED HEI HT NPJ HT 9a na SMAX SEE OLD TAB = GASH TABLE (MAX.) HE Hf 46 VaMAX. DETAIL B VENT OLO (Au) DETAIL A VIEW (STANDARD SASH) 111 E� S 17S 7a MAx LF. I IF. EJ H ... .. _. . HEIGHT .. .. _. -. __. ... SEE DLO :.. I .. .. SEE DLO _ . •. . TABLE D 7a MAX TABLE D .� FLANGED FLANGED L HEI HT TSEEDL ZaSAS I SASHO TABLE %( HEI HT SEE DLOTASLP HEIGHT _ ° DETAIL E DETAIL D RADIUS TOP (CUSTOM SASH) V(CUST IEW OM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS- 2 SEE SHEETS' FOR CORNER DETAIL VIEWS. B. SEE SHEETS 6TMRDUGH II FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS S a'C) ARE BASED ON ATHREE OVER TWO FORMAT. DETAIL C RADIUS TOP (STANDARD SASH) O i CA 0�'•• 6A i tCs •'.�kp71107••.•' •�� A. LYNN MILLEIL P.E rhm.wAuntm•a JL ( � �I �'4L401 0 I G I FL P.EX SB706 awn ��J�S � 4 11 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • •• • • • • • • • • • • • • ••• • • • ••• • • F�2TSM�•{ 1 I INBIGE MAX FIXED 7.8 OR DavuoNT NA1G VENT DAYLIGHT NOTE: MIN. 11) SWEEP LATCH AT VENT CENfERLIIE OR 26 27 OPTIONAL BOTTOM LOCKS, (1) S' FROM. EACH BIDE OF SASH. MAX VENT DAYLIGHT OPENING NI SIDE 49 HIGH SILL 46 LOWSA.L HEAD JAMB OUTSIDE A � LF. FRAME A f 1 21 (LOWSAL) SEE NOTE ABOVE gp ONLY v 12 DNLY SECTION B- B (LOW SILL SHOWN) CART.OFN1 mm 1 (f1M,H BSl) 12 uLTRALIFT ONLY NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,1p, .1-516 TF ; No. W?m . y_ 9: �.n'•: TAO iT:i�C� — A.LFYLNOMILM."rvucnRG PEpLRE •2DHoff 00 •• ••• • • • • • •• •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 7868 2g7 61223D OWBILL -27 STP219 812231 •D 42001 1 9/!2'X25M'X 1' 71822K M l'X3/4'XV18' 7101211 .002 .BEM 8TP247W,K n6LG1Ass. ' 47 FRAME. LF. HPAD . 6403g6 ' y111lMGRILL IQT 644703 O 84071A 8pe3•T6 64222 OFRAME, I.F. LOW SILL A6g V✓GRILL KR eggs •4072A 8061_T6 LAW LG. $4067 2• $4071 64072 2A7 m00ucrg6VL4e0 84079 _ d wwcolk NOr Ns64 54074 A Not D.Oa 0.OWSILL) 764009 A62 NDM EGRESS) 73PRNG THICKNESS 4 fl 2— (HIGH SILL) 02740 Wm Oob Ploeucl gto19 N Es .atreR.) THKMESS rlwrswGs 71e3o � pYLYN 'q, fNBDUT RINGS 71631 � `.��`�•�fiNSF;%1/�� 7CASP:' 8t624K OFRAME. I.F. JAMB DlA FOAM 5D 640748, 8003•Tg = * No. 5e703 49 FRAME I.F. HIGH SILL *_ 64D13A, 8063•T6 (USED A9 RADIUS TOP HEAD) _ IOi01gPg10lODTOM'L` ��.{y 81 ,•(`�: N.V•4Dg.B Wig PARTS LIST ;,�is`••:;?on�op�••G�2,� P411•t•1100 cgAlwAunumae ALUM.SIN 'LE HUNG WINDOW.IMPACT %S/NbI L MF IaN6er �� _ A NN16gueA P,E 3100o NTS 6 + 11 ��4NN20 G FLP.E.666705 ••• ••• • • • • • • •• • • • • • • • • • • •• ••• •• •• • • ••• • ••• • ••• • • • • • • ••• •• •• • • • ••••• �-27e1� O FLANGE FRAME HEAD #4 ,e001T6 1.749 I.F.F,R�AAM�E /,,C. bEALANT ALONG ENTIRE JOINT B-I.F.FRAME WELD ALONG 'SCREW BOSS (2) SEAlANf OR GASHET� n nu ' � I AT HEAD AND SILLIZ1U f--1.613-H r.7J6 ° A62 xeo VIEW EA aez W D-D f-1.461-•1 � ��=� S81, RADIUS -MP 68t) (RADIUb TOP HEAD ONLY) SASH STOP 17 SASH STOP COVER FRAME CO_RffE CONSTRUCTION O FLANGE_ FRAME JAMB OO "26.6°Gi'T6 #4063.60e - _ •4004,eoeeT6 (UBEDABRADIUSTOPHEAD) �i tAOB•-i•�-'I� ;--7, 1.342 --227e---ff � Ae2 '41GLAZING BEAD, 1116" II_` p�(L3B, 6DB376�417e__ _ . 31 SASH SIDE RAIL SASH TOP RAIL SASH BOTTOM RAIL' ED MEETING RAIL 23 28 140a7 eDe3T6 Ae2 2. f1j 1� I.._IIL O�FLANGE FRAME SILL (LOA1 36 21 FIX r~oroec,eoeBHSTe N4051A, 0063HD•TB® d446 1---27e4-•�'f 89 FLANGE FRAME SILL (HIGH) 04DeDA.00e3•16 2.E•L6--`l A62 88 SASH 8 IL (HIGH)N051A.60e3•Te c•fY.OYAVR ww �rrAe� 1' p .678 1A96 kkk-}----i9 iT OGLAZING_ BE%D WE i.422Z 606 D II �1 .OBO 45 GLAZING BEAD. 7/16- #9mc, eDe3.T6 (USED W/GRILLHIT) I.OBB-i ^^I -I 42 GLAZING BEA , 611V 04044B. 6053T6 moDucrAyvlsza (USED W/GRILL KM omnpYr9rdoe�NuNr. L AB3 �.1�-,08D 7 11 1 4040-20 `aONY LYNN,y� ;t 0 adln ok y,�r A FL P.E.Y 6870605 yt'i4.6E. ' FL P. • • • • • • • • ••• • • •• •• .. ... . . . . . • %0 . • • y • • _ • •• f f • • - �� 0. ANCHOR OUANTRIES ABOVE MEETING RAIL HEAD JAMBSI CU�MPLANGED ROM TABLE S.T MINUS BASH HEIGHT TABLE 7. SUBSTRATE: 1.125 2255E 28.211 33.754 3929E D 44.B3B D U D 60.382 U 65,925 ANCHOR TYPE: v0 z NO O�grvO O Z�2n0 Ot:pNO 0,0 ONpNO O O U z�z.t0 U ONprvO O $ O 2�2m0 U Ot4 O z rv(3 -zt'+Dp U^IQrvU pzp�2� UN 0 rvo�o fJ U WINDOW GLASS' WIDTH TYPE D O 3 D U 5 D U 3 U O O $ > ! ! 1 1 1 1 1 1 1. 1 7 1 1 1 ! 1 1 1 1 1 ._.. 18.125 0.E,FJ, XJ 1 .j•• 1 • 1,...1....�. 1 .2. Z. 2 ..2. �. •� '2 2 2 2 9 2 3 3 2 3• 9 3 3 24.000 •.�_..�__�.. 2 -2 2 -•2 2 9 9 2 a J 2 a 8 3 3 3 3 4 Kd ! 1 2 1 1 1 t... ?; 1, 1• 1 1_ 1 1 1 1 1 32.00D DXFJ, K,L 1 1 ! �1 1 L. 2 _1 2 2 S 2 3 ,•? 3 •.. 9 9 3 2 3 4 3' 4 4 9 4 b 3 5 PBF 1 1 1 2 1 7p 2 2 1 2 2 ' ! 2 2 + 2 2 1 • . ? • -? -. • -? •• ? 2_. 37.000 O,E,FJ, K.L , '�' • �. ..2.. ..2_ 2 .8 . 2 -9 _ . 9 3 ....4 .. 9.. 3 -3 1 4• 3 4 4 14 5 5 4 6 PSF 7B 5 79 2 2_ 79' 2 2 2 2 2 2 2 2_ 2 2•- 2•• 4_, 2 -2 _ 4 4_ 40.00D D.6.F,J, 2 2 2 2 2 _2 -3 --A • 3 4 4 3 6 _. < 4 5 6 4 6 K,L ,! 1 1 2 2 2 3 3 3 4- 4 PSF 79 76 7B 77 78 78 79 2 2 2 2 2 2 2 2 2 44.000 0.E,FJ, 2- 2 2 2 2 .2 2 2 2 2 2 2 2 2 2 3 6 5 4 5 6 4 8 KL 11 1 2 2 2 3 3 ] 4 4 4 4 3 5 4 PSF 78 79 7b 7P 7P 71 78 " 76 S 2 2 9- 2 2 3 T 2 45.000 D,E.FJ, 2 2 2 2 2 2 2 2 2 S 2 2 2 2 2 .b 4_ 8 -6 .4. ..B KL 1 1 1 2 2 2 3 3 3 4 4 4 6.. 1. 6. PSF 71 T 03 71 79 64 .74 B6 77 89 3 g„ a. 63.126 D,E,FJ. 2 2 2 2 2 2 ] 2 2 7 2_. 3 ..3.. 2•_. 8....9 b 4 5 2•._ B- 6 6 .a.. .? 8 E T -2 8 6 7 KL 1 1 1 2 2 2 J 8 3 4 4 4 1. ANCHOR TYPea: +•1M-ELCOULTRACONSOR#12 SCREWS INTO MEFAL 2-1/ ELCO S84 CRETE-FLEX 3-912 SCREWS 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOMING DIMENSIONS: HEAD _ 1S 12' MAX. FROM CORNERS IAMBS-171/2' MAX. FROM TOP CORNERS 111/2- MAX. ABOVE THE MEETING RAIL . S• MAX BELOW MTG. RAIL IV MAX. FROM BOTTOM CORNERS BILL -ANCHORS NOTREOUP" 3. DETERMINE THE ANHCOR OUANTMES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND B. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE B. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 1251B-MIN. TO 38• MAX 6. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 8. DESIGN PRESSURE LIMITATIONS: SRE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE OUANTTTY OF ANCHORS SHOWN IN SOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 19 AVAILABLE. T. SEE NOTE 4. SHEET 11 FOR METAL SUBSTRATE REDS' TABLE 7. KEY: MAX PSF SEE TABLE 3 FOR (DP LAOMD) 113 FULL OF AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 2 CHOR QUANTITIES .. .. .. TABLES.: JAMBABDVE . _.. .. _ MTG. RAIL 12776 15.776 1B.77B 21.776 SASH HEIGHT 24.(ITW. 77631.108 ISTRA (iST a "' 1 ' 8 # rv(I Gh $ � 33g $ �3rvPC� $ Tg. O � s+ TYPE, HEAD 2WIH:r JANB ABOVE 4 DTI 1 2 2 '2 2 2 2 2 2 2 2 2. 2 2 T 2 2 MTG. RAIL _ I FRODUCi RRVt6® 19.126 24.000 1 2 1 1 ! ! 2 2 1 i 2 2 2. I 2 2 2 2 T 2 2 2 2 2 2 a 2 2 3 2 2 3 3 TABLE 8. KEY: f 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 A 2 3 4 am,Fyu•wBh U,sfloffdt N I-063flZ.19 Die ,�ZI i MAX PSF (DP L9a1TED1 112 37.000 79 3 3 3 3 3 3 4 3 3 4 3 4 2 1 2 R 2 2 3 2 3 8 2 3 JAMB BELOW 2 MTG. RAIL FULL DP JNVBBELOWB B7 M WAeN . ---•--- 40.000 2 2 2 74 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 A 44.00D 2 2 2 M 2 2 2 3. 2 3 9 3 3 A 3 3 4 3 4 6 3 4 5 3 4 aoNY... NIj% �` '�:' t}CEN84: •� *t N9.6BT0] 63 72 79' 3 4 48.D00 2 2 2 2 2 2 3 2 3 4 3 3 A 3 4. 4 3 4 6 3- 4 6 MTG. RAIL - BEE TABLE 3 FOR FULL DP CUSTOMI/IEW - _ ' : per:,• ATB '�::: , 63,125 73 T 2 2 B6 2 2 b6 2 T2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 6 6 3 b 1°'r°,iI"c, wpfm ANCHORAGE SPACING ALUM. SINGLE HUNG WINDOW, IMPACT' Mtl•on•o rarir.rnAu Nae>ea _ ' ttttt MILI.�}L, A. LYNN P.E. FL P.E.M 68705 p311N17 G NDOW6'ES7M8SXIEE'f. r..� 61Hro NTS 10 � 11 e..,.~4040.20 G 7aW 1-71 W7 • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . I. (I•T pt pR INTERIOR* WOODANOHOR 1. FOR CONCRETE LCOUATIONSIN OR COUNTY. USE ONLY MDISTAOCE FROM Ia7O N N EDGEHOR) ALL HERO AND 81LL OE7ALLB) APPROVED C NCRE E EDGE IS OR V4' 884 CRETE•FL IN MINIMUM DISTANCE FOR (ULTRACON ANCHOR) ( IBEE NOTE 2 d 3) ANCHOR TO CONCRETE GDOE IS 13M' FOR ULTRACa4S INTO CONG. 2.12' E.D.ED. FOR 2.12' MIN. EDGE CONCRETE ANCHOR ULTRACONS AND GtETEFLEX INTO CMU AND CRETEPLEX INTO CONC. 2x WOOD SUCKSTEEL (CRE7EFLIX ANCHOR) (S�3) (BEE NOTE 3) 1'MIN. EDGE 2. FOR WOOD APPUC:ATIONS NMMMWAOE COUNTY, X2.V COMM SCREWS (Fl 1l4' SS4 CRETE•FLFX FOR DETAILS B 3 D OR 0.131'e x 2.1IY COMMON NAILS (F706T NL OM 335 KBI MIN. B•OT Z (Btl)) SE PENNY SS ZINC COATED COMMON NNLS, TYPE I, STYLE ID —FIN MOUNTED CONCRETE '�1911'MN. ONLY (SEE DETAILS E. F AND G THIS SHEET) !! 1 3. WCOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUGK6 WHOSE OPTIONAL Ix MIN. TOTAL THICKNESS IS LESS THAN 112'. 7x WDDD BUCKS ARE OPTIONAL IF UDR CAN R WOOD SUCK `• INSTALLED DIRECTLY To SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2xARE • SEE NOTE 3 �' 112'TMCK OR GREATER. INSTALLATION TO THE SUBSTRATE IA WOOD BUCKS N, BE ( ) ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORRYIIAVINO JURISDICTION. 1M' U4' 4. FOR ATTACHMENT TO ALUMINUM. THE ALUMINUM SHALL BE A MH MUM STRENGTH OF MAX NWL •@M3•TSANDAMIMMUMOF72'THICKFORATTACHMENTTOSMLOR BTEELSTUDS, am DETAILS SHIM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF JMS' DETAIL A TIYCfL THE METAL STRUCTURAL MEMBER BWLLL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGSIX ED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SNBLARTO THAT SHOWN IN THESE DETAILS FOR WOOD BUCKS. THE ANCHOR SHALL BE A 012 SHEET METAL SCREW WITIH FULL 7.1M' MIN• EDGE (CMU) 10M' MIN. EOGE (URACON INTO CONC.) ENGAGEMENT INTOTHE METAL IFTHESE CRREDAARE MET, THE RESPECTWE OP.SIITN L.T 2.12' MIN. EDGE (ULTJCRETEFLEX INTO CMU 6 CREfEFLEX IWO CONC,) PRESSURES AND ANCHORAGE SPACING FOR ULTMCONS MAY BE USED. 1.iI4* MIN. EDGE (CONC.) 1318• S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. S, FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE N12 TRIMFR HEADS. 1N'MAX•SHIM•--'{ .MIN. T, MATERIALS, INCLUDING SLIT NOT UMRED TO STEEL SCREWS. THAT COME INTO tR' MAK SHIM COHTACTW" OTHER DISSIMILAR MATERIA S SHALL MEET THE REQUIREMENTS OF THE CONCRMANCHM I VMIN.EDOE FLORIDA BUILDING CODE, FH BELOW MEETWO WOOD ANCHOR, RAIL (BID NOTE 2) 1 FHBELOWMEETING PAL. (SEE NOTE 2) •' 3.35 K81 MK CONCRETE I , tSUCK0prpNALW1THSOUDCmC:RETEOR OR 1.3 KIN MIN. CMU(ALLJAMB DETAILS) _ ._ ....... CMU SUBSTRATE (SEE NOTE 3) - - DETAIL D DETAIL C v TYPICAL FLANGED JAMB ANCHORAGE SR'MIN.EDGE MAX 1M' 2-12' EMBEDMENT SHIM DOD FRAME Mom' l�BHIM FRAME I Inff= 32'MIN. EDGE KtODAUCT RLVISED pMda .131'DIA. MIN. --Mg j D,A/ieo Code ,.. ran ne x 212' NAIL, -� - 2.12'EM EDMENT AT CORNERS .131' DIA MIN. AND ■210 NAIL, AT CORNERS 6I3' MIN. EDGE ' AND 5' O.C..131' DIAL MIN. 1M' x212'.NAL. MAX AT CORNERS SHIM AND S' O.C. DETAIL F (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE tmotEal+aoorowue � N,.•wta.nlma . PagAto-ttoD ALI QPT.aFAlII1LAWa �•--+{-2.17 EMBEDMENT DETAIL G, (SILL) p-- IRBNBEDTOA1TCHNEWmt7RCANVA116E as,m+.ifFwo '`�� I sMro 11 • 11 1 404040 m 7 Na 03105STAT* _ AOT (/L• TAe OF NAL eIt 7 A.LYN)I(.IILA P.E. G FL P.EJ 68705 •• ••• • • • • • •• •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OWN ova ppk M IAMwDADE MIOU DADS COUMY EW PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1I805 SW 26 Straet, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F M6) 315--2599 NOTICE OF ACCEPTANCE (NOA) www,mlomidade.¢ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, ILL 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 (A J). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product . Control Section (In Hami-Dade County) and/or the AHI (in areas other than Miami --Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails. to. perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet -the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series `TW-7OV720/820" Aluminum Fixed Window -L.M.I., APPROVAL DOCUbMT: Drawing No. M3)-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04112/13, with revision C dated 06/06117, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.B., bearing the Miami Dade County Product ControlReyision_ stamp with the Notice of Acceptance number and expiration date by. the Miami Dade. County.Product. Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, statei modol/series, and following statement; "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA, shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERAMSTATION of this NOA will occur after the expiration date or if there has been a revision or change. in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and .=follovved by -the -expiration- date -may be-* la ed n-advertis' literature. —If -any -portion -of -the NOA is-- _P Y — i_ --- - e - - - -- -- - - - -- displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the j ob site at the request of the Building Official. . . This NOA revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. • • 00. • • • • • • The submitted documentation was reviewed by Jorge AL PIasencia, P.E. • + • • • • • • • . .. . . . . ... . NOA No.17-0614.11 MIAM1i' AOECOUNIY •/ ExpIratton Date: February 19, 2019 , J f1k 1 1'1 i��0C�0"�12, tiy.t r• . • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. AID-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by. manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and F L-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact. Test per FBC, TAS 201-94 ...:::.__ .... 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.32.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fined window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test; Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed. window; ,prepared byFenestration Testing-L-aboratory,, Inc.,, Test Reports -No.�— FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) ' • Jo Me lNe P I;fs efl C W, P.E. Prcffuct Control Unit Supervisor . ... . N04Vo.17-P614,j1 :;xalraton D*#; F4rnar3CEL *I: � • #13144vu1un16= yyUUVA A. • •• •• • • • •• •• ••• • • • ••• • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13NUTTED• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FDC-5tn Edition (2014) and FBC-6th Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB GIass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-1.4271E EPDM exterior glazing gasket complying with the following; a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers=Tension of 1600_PSI..: c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. .. ... . • • • . •. Jorge M. P[asencia, P.E. Pr duct Controi Unit Supervisor • • • ; • ; NOA..vo.17,6414,% ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. PGT Industries, Inc. NOTICE. OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-Sth Edition (2014) and FBC-6« Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, -signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No.13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No.16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window— L.M.I." approved on 08/04/16 and expiring on 02/19/19. .. ... . . . . . .. . ......... . Jorge M. Plasencia, P.E. Product Control Unit Supervisor ,00 .;. : NOASdo. 17;OV4,% e opp►:Val lDatc: O:tbber E-3 ... . ... . ... . . . . . . . . . . ... . .. .. 00 . .• .• ... . . . ... . . PRODUCT ROVFSED GENERAL NOTES: SERIES 72OM20 IMPACTRESISTANT olMONPRssoUERATNG VAPACTm'nNG5.11n MRI tD•PbTIG FIXED WINDOW vAR>Fs. TVITED FOR IARGEssMALL 17-081A.11 • sEE •EErs ss MBSOE wpADr RE919TANCE eNP,n11M. oZ/18r2D1a I) Tra PRODUCT HAS BEEN DEED/E057[57EDTDCDM VYIIH TIEREOUWwENTSOFTHE I4OSOA RAOINOCOE.WCUDNOTE AE'T0�76TP WIDIH p NDHy�OO7YXURRK:MEIONE IIRN=L /rm)cXW10M 'Ir RICKWOM NF BL1rJCWIDIH MI•m Net ntr• 2)SMITTPAS RRENO, IEOURED VAEN USED N NNMORNEDEBRI! •4TM'NSURF IE-1N•VIS•LE 1S-1A.•NB•LE R[OIONII.POR WIIULA7ED 4I+8 S16'MUAMINB AEOVE [0'NTHE MOWWIDIiI UONT WDTNTWDTM MVXLTMl ORlpAgpLOB(CM)LOWI APERED. r I'MAX F'sums r 2-MAY, rMAx I rI 2)AOR N4[MC.wAICATN l La1MOA 12.S Y. MRIALSr B.NE6T0 '� w T ' Muwlwne COLBJFI'MPROV®AWONRY NlfN0117./MT rm c U.,1.0 RANWOR HVALUATa•W[RE lOUWITHU KIDDER OD i cONORETE MA30NRY UNTKANDDONOISIlwRH MN KM PER ANCHOCTYPIL C E,+IElTS 0.SHEETo UR-DSDBH7•IIFOATED q ALLWOOD SUCKS LESS THAN I•Nr7T CMETOBECWSIDERED A SHSETa •r SHEET7 SHE8r7 O,•IElTo I IX NSTALLATIONS. IKWDOD BOOCBAR•OPTIONN.FLNR IS --a i SUCK I I e11CK I i ANCHORAGETOMC2017. INSTALLED DIRECTLY TO SUB57RATENOODBUGL MMCMASAC HEIOR L ARE 1.Ilr TRICK OR GREATER. IXANO2XBUCK3M1THEN Wm BFWL NEKM [11N• BEDElIONEDTORIOPERLY7RANDER LOA06 TOTES11NC7U1tE L------- E2-IN, i �. / -- UMRE S IT WOOD BUCK DESIONAND NSTW.LA7ION ISTHERESPOM9BILIN Ir MAX / Nsu31F 1r MAX •11M• OFTHE END•EER, DEOOOt AROSTEDT OFRECORD. VOR} O.6 iwHr O.G HU61TT MfRJCCO.0LIMIT ORUE ORf OFSIswuvEEEYMOND M. I HEIGHT -� I / HEIGHT SVCR Y V HIT TTV i 0mm _T I NelO1T v '�A' INSTALLATION ATION 1l USEDOoLwu RORW:RSORTMf •IG FRAME IIOTµMTONANCHORS BHOCSDBBEIAtlD•OVEULL NINNfF i SlALNQ?LAWINO S7MTSOY POR WA1ER p1IDMTANC[OF i � N INSTALLATION SHALLSADONBeY DTIBRlAND G[EYONDTNESCOPE i' I W • OFTHESEWSTRUCTIONLL .jam CCGIII SIMAXI/i'SWMSAA[11E0UD1ED XTFAOIANCNOtLOOATICN IME'li -7}� I F. 6lREF� I TNB PROOUOT IS NOTFW 71) IDSl7MTE UIIE pINSCAPAME T Ir MAIc0.G' ! J '+P �( I'•'— 11'YAX GG J KfN�7B 11" �j U $ • O OF71W10FER_APPLEDlIIAD8.WOOD SUCICS,IIY Oif•AT. MIST I o�"I f'— MAX SHEET7 ram' rMAX OA W rL ,v t� •w BE SUFFl .:11ANCNORED TD RES13T1^•^•MPOSEODN71EMeY rMAX BNEETe F- a qRr THEMOOW' TYP. Fl.ANGED FRAME - -TYP. EQUAL.LEG FRAME 11'P FIN FRAME ELEVATION 2 71 DlsDN EIEVAT)ON RESTED UNIT) -- ELEVATION RESTED UNITI_ -..RESTED UNIT)- i F n 0 r � A NEOATNE DESIGN LOADS BASEDONIITRIICHIWY1CyOERSf .. _ ... _ .. .. .. .... .... .... ... ..... ... aa .Q .G. PRE53UREFRAMEANALYSG AND OLAlS P91ASO,103M. B.PDlIRLE DT!RON LOAD` EASED ON WATER 7EBTPREBBUIE. FIGUREI: STPUCNPMICYCLE 7ESTPRESSURE. FRAMEANN.YSI_ OLAlE 6UIOET0 BXff75: 1r 0.G 6XAPEII All BXOWI SELOWORSIMLAR NAYMUSEDSY NSCR®VJOT14!SNME WARLOCK F W PER A57M E1m0. MAX ANDOBTANNO DCIIION PRESSURC9 FOR7NAT BLOCKBm PROM TXETASL!l O7 EHfieB2A N tl C. OBBION LOADS ARE WED OW • STRESS OESION.ASO. ONRRALROT'CL i ANCMOIPAONOTONVMAXPRCMCDRNMIIAND,rom.MIXIORALLCOCVED PRMAE N m MEMBERLSEE FIGURE 1.TH•sl�r. pTIREAAICIIORAOEMRNODiS1NWNHAYE!!!NO!•ONEOTO ELIVOLA2N0D LL[ 86 CCO Z NCIIIIITITIE WIFOLAA08 COMlBFOC'DINOTo rx[RSOUR[DOEaaN DesK)N PR[BNN[[�—[d Iro.C. WDTH -' F" WDM r•I I�wDM-+i r WI '•I' RVIIlOIl.TRSI•IGSSTREeII NCREASEXM NOTB®iUIIEDN NIITAiLA710N, FLN10E�6 MAIL / tr-- ---1 TEll, r—N OFT.- I. 7NFlVANCXORTDOMENTO CANGCFIMHOTNDl00BIN4A W7lIWLSSHALWSTNIATDR Nr.PN E.—�E . I THEgECORROSON TESTR9�dRS FTL0S25. %7Bdntr. BUDD PAR76 UST H v UITRACON NOA ELOD DREIi rECNGNAMSVARPA NDSFOR I-•--WOTH—=i TI�WOM—t I• �WDTH--I F� WIDTH ; WODDCOI151RIIcr,oNAND ALWAww oEROx LLw11AL rAeLeu •r r•-- ---I -� ; �O YLYN• 7YP D.rclbm. SII..1 iCSN • tO1T1[T20 SEMEB UIIESAPJB OREISAYFIITNElms[IOCB • L• '• f = USES AN IIO•RETSAYEATME 77D MD tl/SERIESAYIYAL/OBE / F/Ir YW M-ASr PVR-n N5 2 1 *,• NIX Se7M lFv pEFD111EDASTNE70IESFES 1 Mlnl •0Fr r i ! 1.11r •L rM•.•Er .N16 1 1L J IL COOBBra—DARDBII[EO 1 1 LPN. A.• rNs• r WDrH WIDTH +I j—WOM ••-I �: .20I7KORMANNLDIN .ODDE(FBCLlTIEDMO7 •sPOYse•..1t'-- DUICA•OIM•NMRAmAYIY SDENTIIR TT-7nrDRAYD••LLSNA1rYlM1R6'.B.Y.0•KDU•RB6AO0R..AiY1AsM•THOBBOA LNG T�FS,Aj �fr� WDRH�� , II�— .1 --- �,.A''F'��YS•I•s r'•ri:,.W!1P!L1i1oV.1.I��1iL1o1�1B;11 e : 1d1•�' ` � O(1SIFO.WI FLOROSVILM N OMlr •ABrM ESMOB ilZI41 ANS11AF&PANDILIVIINFORWOM comemarm •ALUABNUM DESIGN MANUAL, ADMMS .A] S,ODtt N"= .AISCMD-10 r >•�' ice' '�L'Li')>���Sa ©�''-"1•mcJC..'11111 E:m�"191 . ocz"1.0ncaam�/k7L'LF�SVS:c�C1r 'l L.1�:•��*JEeHCl':71C4I7IS7Nt�eve,s��,tIE7Ee13eJIce.EII���Ts•C!:II>• or -in S.! Dili'-''�C.:.��'i7/6�C2L���CLk7:Y��=1I6�1�4"'ie:��Lt� V�L•e7��5iI')•H�triS��Cri�t7CI7�LS7CLF?f��==:x� St1�,,�L.,.,j�cO7,Tftty �fp2i3�C�?.I1•R��C::41tT9e11���� mcwM eJiL`i�CLhfC6iSl1 ' �%3Z>�7��5L!•Qf������0�' F �:��S�CF�'?t1����� t5! 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' 3hr TEMP®RDGUS9 SYR9NGTHDIED WISE LIr ANWALEDSU1SS H• <'w T/t1`NRtPA6 .OorPVS - 4 DE It Z .It �•� E 17 LNRRUYER TT Utm AT WRVSD p 51ANHA@MSPAB OW.Y 29 W1S3 tfIE 2 tp^,q a11aarO.O.MML LONG OO Y 1a SIDE W � Luo a a a 21 19 GLASS TYPE 3 SHORT LY a `!N ye o �-yGt '/17 Ngo.6sTp9 SRO . NAIifI1a IP-TO.TP DSAEMSIGN To DETERW NE nM °DORDNIBA WL MFNSIotL A LYNN MLIJOt PE LE AWNS CH THE oyvw-L DR•NSDNS COMPLETELY PD VMM. PPJSSTOS •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • IN • • • • • • • • • • • IN ••• • • • ••• • • E>•cL:�fZfi`".��LJ�:�i7£�C£7�f�1.��'.. MOST �p��J `.' `u� m6.���:�� "_' �®0�`.'•� oil ©�L'�fIIl:•��L7�.`.�@S'7SS._7�L:>•��:7�I�CC.J•S �70m�L:>•�fF�S>d'r1�0�7�f ��^',t•f�'�L.I�a-J���)•0iii� CL:�:>•�'f' E?��..7s.^u7fnl,�e loomINK' _�rm.l,:a�. 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D:DR 8QE8 NDTSHOWN,RWND IPTOTNE NPIRAVMwLE SHORTOR LONG DIMBOOK. 3)FORARCHREOTLAAL WWDOWS.iWD'ME SMALLEST WWODW SIB 377HE TA•.EASOVE WHIO17160VcTM1GLAffASIONSCOMMEIEI.Y PRWIII/H h THIS SHEETAPPUES ONLYTO FLANWAND EWN,UG WINODWS,DO NOTUSE WHIN FWFRMM YODOWL NO CHANGES THIS SHEET. � p (DNp}A U � a idQ(S vy LU W 0 J � � O e )r Zs �� e ;aa w •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Q�3E'76'.�<�7C�I�C���®�••^bx.76:,�'1LGi0�C3F"'7�' '76�.'7�C�T' � 1�6�. '1� ©�E.76'3E.7iu3F.lQ::dC1�1.��'7 C::SG'7iL3.S'1�::�1' m''�l[i.'dF.7�Dii�7C�:�tc'�E1�s'i'_'i°.7R��R��• E:�Q:'LE7t'i"3E7BIIi�EF:1 '�C�r.'7' Q'�.1�'i®' ��::3i7C'.'�78�•1p;��1Q�'L'�Q_3t�E'iC`s.'a' �fA`7������ slQi•�:'.la'.¢7BII:'3F51Q':�E7�7Q':.SE.7C':3L'i1B '''i�."�.7Q:3E'.iE7a:'6tifl�a�������� �Q3!'7c',T'a,•�''TTa�Ci�7d3E7BII'as�.•B^.-KSR.,Qi3Qb1BQ�fFf������8���� - SI)•Q' 6Ei7QTdlil�"Rr,`•6NF:1C'�k:'7Q�Sf.:2lQfit:7Q:ai1:SJ����B1'BI>'������ 1)) SUCK DWMMNB MOWN. FOR RANGED WINDOWS. E•TML'r,•PROMTNETBATO.TP oR6HSIONTODER um THE SUOG DSIENSDN. 2) LONE DISSENSION ISSENSION. 7)FORaRNOrvNROM70VTNWRORTHerAEOM neltFOENKW€IN0TN!MSMO�MDWNmWOOMPLETHYRIWIMIN. 4)THIS ONLYTOF,ANOEANDEDUASON,NDOMDONOTUSEW,MFR4MWAWV NMWL YCR ... .. _... ._. .. '. _ ...,.... - 4U,P NOM.. ...,I. .....: .._ ._ _. _.... HOR60NTA�RYIAISO'ALLMOM .... .. Tnr,AMNATED OLAS88TACK 711r LAMNATEt - _ LONG.... GLASS STACK GUSSET= _ HIDE 7Rr1EATSTRENG,NEN® GLASS r— LONG ODE f' aarS01H1ERLAYlR anr7ENPEFinaLAtR: 3WHEArETRENGT,HOEDGUSS r YtrneAT Sn8'HEAr SIREN001W�OLAES ETRlNOIlQNE0aN5 Tnr ARSPACE mrSD N76RLATSt SHORT ODE it t1� • USED AT CUMXD S SIDE USEDATCURVEI FRMOil-7/ MSONLY Z19— Yr !MMl 14.7ir aONLY ZS ar •ttarro.aMAz auasBlR •ttamotMAX �BR� T is ,s f— LGxro SIDE oGEMO I � r a LONG S9 a 21 ' ,8 L SIDE ,r GLASS TYPES GLASS TYPE B L ! SNORE SIDE PRODUCT REVISED YWIl tatlowith Me Aedm WA-N. 1T 0.14.11 ftgA-Uun 9m.=192019 a ? p � c Ur x8 0 �u g N 5 w Z oZ L§i .5 Q� a o m F w wNa z 8 1a X W •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • S. • • • • • • • 2XVMMVUC r" INSTALLATION INSTALLATION � DISTANCE NmcLTHSOMEE>:T TYPEC INSTALLATION EMBEDMENT IXMODBUCKS W. iM•M� SEENOTEi.1H8SHEET TYPEA ' I 6M1 EMBEDMENT I 1 TTP.MICHORTYPE EMBEDMENT AND EOOEOISTANCEPERSUBEiMTE, am DISTAN �— 1_y E ' B SEETABLE&TNtl SHEET �tM•MAX DISTANCE .r i iMBA T TIT.ANCHORTIPE BMBmMENTAw EDGE .; 1 11 DISTANCEPERSUMSmTE SEE TABU 4THIS•EET •-• 11 USmATCURVFD ,'_• DAENNXi _ • 2B FRAMEMEMBERS ONLY ®114Ar O.C. MAX CONCRETECMU •� •• 4 11 I .' '� . , • ; •, . PER ANCHOR C�--� WNDMOWSUCKYOT II.IN• I I •.. ,': .. . pEO11PEMQR FROOrf9NDOW CRr1MU �EC ���• D° NEIaH' 1P.TO.TIP W NDOW IEKMT r WBISu R a 1H'MAX STEEL 811"PA.UNDS1B WM TRTbTP WIN00W N7OT1 --�����111 HORIZONTAL SECTION A -A PER ANCHOR REWIREmew UGHT (OAI,S!ETAMu4 HEIGHT. TH•SHEET wwm BUCK maw- .-- .-- INSTALLATION.. :.. ........ -24w . ... - METHODD_...., ...._.. .. .._.. DT UWEP ATNTH OR UNOEIWWTNTHE BBADMO EXTRIVOR NIALLDADS APPROVEDMUL. 21 TBEESEPERATENOAAALUMNUM. B STEELEIWAINa OA BT6L SU0. /!E SUBSTRATE PROPERTIES. TABLEB.THISBKEET 6 �1N'MAILBNN TABLES: A.M ILIA . MObbp AIh am *.A 02crF1441088SI— .... .. VIE t OOIIT 12' m.1.W. came x t 1x• -T.Swlvm Mm pModB AMnMMn. mn a16• tal6' 1z tr MRxwEMta4c100m pm W oD r AIW e37 min a w•470e6ls.MFb1 Mea u o..mbTmn].]sAle r t•1N• tNr u- IRA SIM LKR— . Gnc•b fMD.2Asb 1• tyr tr Db lm xtfr I 1 1 O !'1C SI.N ltltr4rn Cmcw Imin ].! b 1M Mao tNr 2Nz i tarr tr -T ' MIN O O TURN-! BEYOND TIB E LAND) FOR GF TE . } 1X WOOD BUCILSTR�, 'UNLELOITTED CMU'VALUES MIT BE UEO FOROROUT®CMU APRIGATIONS I BEE NDIE47ISS SHEET IINSTALLATONNOlEB: T 1.USEONLYANCKORe USMON7 S1 .FOLLOWVAMMMEHTNOEDOE DOWAMPER d•I9MeNr . ANCHOR DSTANCEL WTS REOUMMBNT - 2. WOOD BUCKS DEPICTED ON THIS SHEET AS`Ir. ARE BUCKS WNOBE TOTAL UceM� MM1F MK F, THICKNESS IS LBBSTKAI I -I?. IX MOD MX1 OARS CPTIONAL IF UNOOAI BE a 1aW WSTALLEDDRiEMYTOSOLOCORMSTE. WOOD BUCKS DEPICIEOABRX'ARE 1.IIr NOLss W ItOW II•" ••..BOOB TYI. ANCKOR TW�E.EMBEDAlM THICK OR DREATW.MSTALATIONTO THE SIRSTRATE OF WOOD BUCKSTO BE ION Mm 11ucM t 1 INSTALLATDISTANCE AND SDOEDIBTANCBFER ENEAtUMIYOTHBABDRASAPPRDVBDSYAVOORRYRAVW-SAOJURUioan0N. SA etsabtrE A4 t•. t+ TYPE SUBSTRATE SEE TABLE 4TIES SHEET ]. FOR ATTACIMSNTTO METAL' THE STRUCTURAL MEMBER SWLL BE OF A ISM TO q .. VERTICAL SECTION B-B PROVIDE PUu. SUPPORTTOTIOWINOCAN'RAME. 46 W 4. V NRICAM, ,LOWER DESIOR FRESSUREFIMBTIHERWINDOWORMIA"NOA APPUESTO WHOLE SYSIEM PRODUCT FUEVISED RyIn� ItH In. R.r10. NO�A-Nlao' Ced 17-0614.11 B1PIr.a.. D.t. D2M 8f2018 by We ND CHANfsEB THIS SHEET. •• ••• • • • • • •• • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • t I"` DISTANCE INSTALLATION TYPE E WOIDOW MUCK "ROW MSBRE LOU MEIO T- WINDOW sum BUICKFTIU INSTALLATION ILIG. SEE TYPE G M133HET N34T. BE L r( �'^ / M.Afr4MTTE,ID4B®LIENTAND EMBEDMENT WOE DISTANCE PER SUBSTRATE, y MM 6EETAKEB.TNISBIELT v4• NAX INSTALLATION TYPE F v i M.ANCHORT(M �f •.: 7GIDSO ANTAM EDGE ' —INSTANCE PER SUBSiMIE. 17 SEE TARE ILTMS SHEET ;t Qwwa o ATCURVM AJEE EMBERS ONLY •','••• �' •:. .� 4 'D 11 I WRRH LIGHT IMTN • S -71r0. CONCREIEAMMU f NINDOWSUCKWS7TH-S3k` I RANCHOR WWDOYI BUCXWIDTH REQUIREMENT HORIZONTAL SECTION C-C UC MAX TAREP BTU ��•��1�'TI��Ip�^ DJCISNB LIN6MM6 69. (OM), BEISSH S, TXLR sXOT _ NEIGH- INSTALLATION -... ..- _.. ... .. _. ..:.... ... TYPE H .. .. �� •� B mLAMMM SAPPRMWMUWON (DEltBEMTE NOAI.ALUMINUAL ' 'SN6FR ,T.3NRBRELMND. MEE SUBSTRATE PROPENRES, PRODUCT REVISED M f Hh Ng PI.M. NDA-Na. g 17-0914.N NOA-Ng E pP f .Dsf 02M92019 my a oet ggftg ' EDGE DISTANCE - NO CHANGES INS SHEET. 22W a A U 4a CONCRETECM) PER ANCHOR REOURRMENT AII•gI tWeeb �� AIMt eAwwN Bw #leer P1441eeettwg ®� n O. 4M x• o ele rM48w6eIn'1•q . P.T. 9—p-I86W5) or I— Low a 1T weoax » ect.• 1 la. 41086 Cr . ULORKaa W7M TMro e• 1+IM Tz cwRNle pnx 9.unp r Ialr t7 UC BNe11•fgm WrN ieetrp 1' 7T RLL aee • e•1 ty lT N, I? M1M 1 �eur4 TxlU TM SNT BMIWxm � 4 taa' te' g M Q rpp � C• N � ao lyj b HW- Z q sZ p ° N � g. a J a yH a. I"R • TARE M, 171NBE7 •MN.OPD7NRSADl B6YONO7NE METAL WB9TRATE. E I-7M WUf 6NN %WSROUTED CMU`VALUES MAY BE U69D FOR GROUTED CMU AMMTENIS. zi Ro �iL LL W a �TT R9TALLATION NDTES Rw a� } 7X WOOE2,TMSSHE 1. USE ONLY ANCHORS USTED ON THIS SHEET. FOLLOW E]•EDA/FNTAND EDGE 1 BEE NOTE I, TH196X6ET DISTANCE Lrt.STs. t1�MM Yr'Fr N�h4.' CONCRETE PER 2W000 BIICKSOFPICTm ON7HiSSMEET A9'IX'.AREHl1OW WMOSETDTAL eW eeer a I :3i V�NBE ��� EMBFDwTEM .•- �•.' ANCHOR THgKNE59IS LE55 THAN NTl.1X WOOD BUOG9Ai&OPfi)NN.IFWST CAN BE ffeceev wta Mota • ^I ' •^ REWIPETffA7T NSTAUED DIREDTLY TO SOUDCONCRETE. MOOD WOI ONALIFD ITCAN0@1-72' Mw twoen9 151W 1 w —.A. � N46B706 •: k, 1 7HICR OR OR9ATER INETALLA710NT07NEWBSRATEOF1W00lUOT6TO B6 a10 Be Ex. udr9 1]T.4W t9o.TW = EN.NQI19DMYOTMEReORAeAFPROWEDBYAUOq/BTYHAVNOJURRDIDTBYI. INSTALLATION •..•.. EODB •t•M.ANCNORME. EtABlDAIQIT S. FOR A1il1CNNEMTO MFT,I THE i7TRUCRIRAL MIt.•gT t1ALLtlOF AeOLTO ����'. 6 TE,4(i�' ISFANCE NCE IADE FLU PORT TO THE VANDONAVAM TYPE DTICA. R)BTORATf E"TATABLEB.TXI96N99t �APPLMMX. PLOWER DEBMIN PRESSURE MMEMMERWINDOW OR MULLION NOA ''</sSTOkAI �'aG • VERTICAL SECTION D D N t vE6 TO WHOLE WM, TT I )1 N T T f 7 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • E. • • •• •• • • • •• •• ••• • • • ••• • • 7X VYDMBUGHRRP INSTALLATION TYP.ENCN01L7YPE, 6MBEFE11SAHD®GE �•I OR FRAMlNG, SEE EMBEDMENT NOIE2.7HISEHEiT TYPE J 0SEET ALE 10,1412 7E I 6EE TASlE 10.7NIf SIIC"f ANCE OYRANCE ` IN -MAX EDGE 1 SHN INSTALLATION o INSTANCE a 2x WOOD PLICKFIRv ' 'TYPE I ORFRAMPaSEE NOTE 2. THIS SHEET TIP. ANCHOR IN-MaEDGE DISTA BEETM O SXM S A ELIMMENT tt L 1I AT CI1101 cKnowa 29 FMEMBFABQaY MEAT 11.7ir GN: mkx „ PRODUCT REVISED INSTALLATION au11e` i o.q Fie TYPE K Now-Ne. 17-0914.1 T BAp6PIbBD 2H82019 EDGEDIEEANCE �• 2BTBUC,ISERP Aa. ORERANNGSEE NOi 2,7MIf SHEET INN" I VISIBLE LIGHT 1WDTH• ll F� WNDOWSUCKWID7N• 24"' 1^� YBHDOW SUpLVBDTN HIIRICK DISRT 1R"MA2.SHIM �••� . HORIZONTAL SECTION E-E 11BN.E INSTALLATION LoET TYPE L HEIGHT. mGE DISTANCE vnAaow I Ew etesTffL ' 167GHf• _ SEIFDRRLWG4M5 _._ ._..._. 7HI3NLffT .... .. _ 21 EMBEDMENT NO CHANGES THIS SHEET. Y U c r D Ow -AP ¢ � c o J e) H 4 �i r GG B MAISHIM MIAMLDADEAPROVIDMUUDN INS'fALNAtION NOTlB: 0 Z 3� -T-- SEE SE ERATA 0SALUMINUM. U6 1. USE ONLYANOHIORS LISTED ON THIS SHEET. FOLLOWEMBEDNIENT 1L w a SEE BIIBElAA7E PROPERTIES. AND EDGE DISTANCE LMBES TABLE taTRISSRSET INSTALLATION 2WOW BUIXOMSIS D EPICTED WTH NI-IW.I W •IX.MEIRIp OITIONE 'Mehl Yia F. Nh F. 70TAL7/SCISESB u1 LE56 THAN 1-tA•. iXW000 BUO(BARE OviIONAL wc.w. uW tmA `11 ONY LYN,y TYPEJ mOE pSTANCE PIINRDUCTM T -WAF I49- TO HCKOR WNOQIE. WOOD 11IA W `�•��••'VCENat:M ' EUp(9 OEPICIEDAS'ZX ARE 1dR'TIRCHORGREATDLNSTALIATON xt+ � P.• •.7'� _L T07HESUBSHUTEOFWODDBUCK9m0E ENGwmtm9vornERs �Y.ePw rm Na Sam I ORASMPRWEDBYANIOROYHAVWOJURMCrION. *( - •; {.� �._ AndAr ftbROWN Yh1. Eeps pBtNw Mx O.C. c .. 2.1m..110. 9. HIM P.T. SvelRm PYie EHH)' 6•"""' 2.1lCY.1D1"Cemmm NAS F..9aMIBP— 2•V:'Y.11 nP Nel P.T. Bum F4. PI imirawwsom(Mi P.7.9aMBn PIM 12• C a012'AIBBYBm IDS}75 1 tnr A9S 6nB S' aar Bm 91Y1 uts r B , 2xw=pD �� •MN:OF3THREADS BEYOND THE METALSUBSTMTG rB)OR FILMS SEE .� NDTE2.THISSHEET I•�- SMSEDMW +-I \,-ARDE00E DI4TAH119 PSR IFORATTACNMENTTOHRPAL:TNEBTRUCNtALMEMBERSHALLSE SIBSOME. SEE TABLE ILTRIS SHER OF A SIZE TO PROVIDE RILL NUTPPDRT70 THE VANDOW HRWL VERTICAL SECTION F-F N. IF APPUCAIILE. LOWER DEMON PRBSSURB PROM EITHER VANDDW OR WLUON NOAAPPLIES TO WHOLE BYS7OL •• ••• • • • • • •• • •• • • • • ••• • •• Be: •• • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • T IS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • NSTALLATION TYPE M EXTERIOR WINDOW WIG( NaIOM IS. LDNT NEIONM1 WIDOW Buac HENafr- ._.. taK'_..: _ EMBEDMENT �iN'1UX a alRu TYP.ANOHMTY►L EMBEDMEMAND ED(E DISTANCE PERSUBSTMTE, BEE TABLE 11. THSSHEET CUIVED EDGE FRAMEtAdYaENLY 0•rANCE p tid/a'OJT.IIAX coucRErucMl, Pelt ANCHOR RSOIIIYA4/TT IN3rALLATION TYPE 0 s (ca*LFn SRULNo INS 8M5 .. :. ._....:.-..f0_B1. 11. THIS PRODUCT REVISED INSTALLATION TYPE M INSTALLATION EYBEDMENT TYPE "'a p GG with thn R,dit YOA-Me. 17-0614.11 EapUaMnnO 2/1B201B EMBEDMENT By 114'MW I SHIM Ylnm 1X WOOD BUCNBTIUP. Rff 1DUCKSTRv NOTELTHIS•RET "a "B 0i16 MEET TYP. ANCNORME. EMSED ENTN,D EDOX DISTANCE PER IRISSI A1E BEETABLEII.THISBNET . JR-DSDBNT-UPDATm S ANCHORAGE TO F1EC2011. lDDE DISTANCE m U it OONCRETEI0111 ++ PER ANCHOR VIS•LELDNTWDDI• E REOMREMEM WNDOWBUCKWIIII.2-W 0b WNOgYWCKMDM HORIZONTAL SECTION G-G TAMIt r•/qt) EMBED EMANPEi a41 I� gX{ppR)R S DISTANMEMAAOISP BETAACEPBRaWBTAATFi BEETABIe i1, Tae Nl6ET E �iN'NAKaNN MIMIFOAOEAPPRDUEDLLILLION NNUM. (a6E SITE NOA),AI,UMNUAt. S'fFr1FRAMINO ORaf�i'LSM SEESUBSTRATEPROPERIIES, A.W StA1Vab Wry 6Ft.RRbN uei. #2.014410688tm ..Sabmn n aI1S t ]. N Ooel ` Aa8 ar 1B' iT 1 Ot. a]tAo. ]IE O.N. to tL S P.T. 6tNNn Pbt RT+B.tfi 0.MS vfr tyT RT 1, 012 "Ia sw strfm A]asw LF DDD" ]. artla Ywn WV1083 ON" ASIMt:ia Cettpeb ].i6 WI ]-i? 1' M 1-0I(' Qg. r LT L s1' Ntal Illltem CaIb.I. In z.tt 1 Rr Cmmeb 2.1 t L W OSD .? 1.1N' Rr O.lu. A "'r t f T s16' LaaE ta— Oda bK� ]E M 41J<' IiJ1' 6.7 d­NCUU,IASUIC41M � T t'y 7 'w a� UZUII w > e Z �Z� .... o......__ F W {k R LL Z LL ' 7TABLE I7TMS SHEET •MIROF3T/OIEA08 NEYONO TNEIIE'fJU.aUBSfRATe. NSTALLATION J I - IYPE.N iXNODO BIIONSTRIP. 1Nmt0UTED CA6P VAlLESYAY SE WEDTaR CStO1TED LaD APR1GOIGN5. `t�`tN'( LXN,y SEENOTELTHIa6IEEE ` `��O• - AJ • ':' NSTALLATION NOTES: ��'' iJOENBF SUMMEM I. ANOHMSLB:Tm USE OILYONTHDEET SN.FOLLOWEMBEOAENTANDE04E01STANCEL&M Nw. Sam••`, tlnnW ttn Fr Mn. P. •. LTJOOD BUCKS DSPICTSD MTHIS SHEEP AS 'TX'. ARE BUCKS WHOZETOTALTHGDJ9B 6lESS THAN I-W-INWOOD pxn -- W ti BUCKS ARE OPTIDNAL O MATT CAN BE INSTALLED OMCTLY70 SOLD CONCRETE POODSUOt WI=DAB -.WARE .Ntww 10MI I IFIr THICK OR GREATER. INSTALLATION MINE SUBSTRATE OFWOOD BUOt5T0BEBHOH�REDBYOfIl118MABEDGEAPPROVED BYAUTXORITYNAVNOJUISDLigtT. 1.FORATTACHMEITTTO METAL THE STRUCTURAL MEMBER SMALL BC OFAUMTO PROVIDEPULLYIPPORTDISTANCE T07NE WINDOWFRAME VERTICAL SECTION H-H �,J IIIuM` /. F APPLICABLE. LOWER DESIGN PMD-V E FROM EITHER ASIDDW OR MULLION NOAAPPUES TO t1NDIi SYSIEN• AtYNNMRLER PE PJi mm • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • USE GAIM . AND/CRSEALAN� / ` lOUAWJWFRME `RANGE PAM LAM FRWE MRDIEOFRAMEWRHERERIOR AND ECMRIOR FRAME WHOM FRAME (SNOW" OR CORNER MI AT SCREW SOMBCM.SFJUANTATALLCORNEA. ALLCORERSTO - USE GASIW ANDIORRENMT O A66 LILY OETAILO FOR FIN FRAMES PRODUCT REVISED ROA.No. 1T-0614.11 egD.tm oaa 02M9R019 •F rti a enao NO CHANGES THIS BItEE[. � Y a x H CU a M.MA pj®�� N , C P _ _ O=v O 0 WBUM R O j H MYS A W[ATALLCORNER9 . A Nq 6ETG5 q i N 'POTPart3 b4eNPtlen alat.4.1 1 42SM F*4md I— ASm;WO 2 4285 EquaFlp Fr>rm. Ai.m. 3061.16 3 42M SS9al FM From. ASm. e06346 4 4= 7110' L.W. Ohm B.adlnl ASm. 30011E 6 4254 I.G. 31—a.adeg Apm,eW176 so 4270 WMaW F.W.r Ce•r Alum. RXd-T5 ID 4224 lublir FotalarC.ler Rigid PVC '16 703FlBC GesXst(e1 BO,--pima) PolyoryUne 11 TP24718 VW Bab Weetlrmbip Flat PVC, Dlrm. 36 M-1 13 slim.. 20 1136Sr l..e,Mmo. Y1r x7111x4' Neopma0, 0•.. B6 H-121 71704AK �DE-TPI,MWGEr=B-kbd&V S.x,LC. Y16X1�TX4' N.apmne, DVm. 36 *A7 2B 4' FH SO Std A— opal SO 7MP0X Sax l'Ou.0 P. 8taxtpM elW laUCONE STRUCTURAL FOLYISOOURT&IE WITH DESICCANT EXT. GLASS 1NT. t2LAea� . KDDISPACE 0 4SG TPS PRODUCT �pe REVISED leWlej = .rNn — Fluid. �I NOAaI> 17A614.11 • Z JL_ .�. _—j I app JL�� upi.v a 02HBf2049 a, a7,' I aa7 1 1llr ,.171E I Mp IAfr ur I Aor Aar— !00' or 1 eo r.-'�.` a°rw' � 1-1-1- Lar 1'•FLANGE R` QUAL-1.126 FRAME AM 0 FRAME E 042=16083-TEO N4285, 0069 Tb 3 FIN FRAME 04256, 80B3•T5 ,g¢ NO CHANGESTNIS SHEET. .ntl' � .34r � lase �—•- ffi mr M �_,..p..,_ air �—►Ir— a1r ,osP J- y�zUl � w o INSTALLATION d � A � +' GLASS BEADING FASTENER COVER BEADING 88 c O $4255, 8083-TB O M4254, BD63T5 W270. 8083T6 �e 9 o jI� �iUid o esaucluRAL INUN Har-MELTBUTYL rREEINFORCEMENT alPOLL'lDESICCANT FILL AREA f w y R a SNr NOM. > v Z BLICONE .... �OF00' YIr.NOM. M. Rau , SEAL SUMME SEAL._. ... o Z Wp .eveyrsQ WITH FDRMm DESICCANT Ili zwr FOAM STANLESS STEEL INT. GLASS Z Err. Q A45 Ea. GLASS Tura W. GLASS Z INT.GLASS •OWE z OSUPER ODURASEAL® OXLEDGE�" SPACERONXT SPACER SPACER Parts D3so"PBon Material 75 Kommedirg 4S0 Pacer System Sea this Sheet for Maprials 76 Outne; Super Spicer nXT With Mot Malt Butyl 77 Otlarox Dimes! Spacer 78 OwNinel � Ed9e Spicer * Na W705 •• ••• • • • • • •• • • • • • • • • • f • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • Va. 00 • • 0 • • • •'rnnm• ALYNIMelF11.PE PtJ.aJ05 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• • • C) M IAWDADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and je AdO Mve aces E-1 an4l E-P4 as well as approval document mentioned above. , , , • • • The submitted documentation was reviewed by Jorge M. Plasencia,rot...: '.: '. • „• MIAMI DADE COUNTY ! �. :' Expiration Date-` M4� 26, 2021 Approval Date: November 09, 2017 Page 1 • • • • • • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014) and with FBC 01 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (R.ER). E. MATERIAL CERTIFICATIONS 1. None. .• ••• . . • . . •• •• 00 so of Jorge M. Plasencia, P.E. • • • ' V Pr:� ucf CbntrgjVi j fi rpervisor • • • • • • 17-0630.01 404 Ndr • • V Ex;irao8n Dik.' M#126, 2021 Approval Date: November 09, 2017 E-1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5"' Edition (2014) and FBC-WEdition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest; dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on 04/14/16 and expiring on 05/26/21. .. .... . . . . .. Jorge M. Plasencia, P.E. *00 "' P1dduetrqjutjV84Unit Supervisor '.' ; ;'; ; '.:1= No. 17-0630.01 Jkpiration 1iafe: May 26, 2021 Approval Date: November 09, 2017 E - 2 ... . . . . ... . . . . . . . . . . . . . .. .. 00 • •• .. ... . . . ... . . SUITABLE FOR ALL LOCATIONS REWIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE I: MULTIPLE OPHINDI/ON FDP VPRRLLL MVLL� MULLIONS / SF>°DETAes A•DAM •iEfBN ATHRUD; / ) I/ 9Ht£T924 _ � III LWAT1 / lil �4ff txnAu A-0AN: 1 NOR®HIK 91�I3?4 1— wu �0T1 H016WrAL SI.a1 LBINM 11 DETAES SHOWN ARE FOR THE MUWON ONLY. ANCHORS SHOWN ARE N ADDITION TO ANY ANCHORS REOURE13 FOR THE APPLICATXTNS ARESW.XM.EM]13RUATION6 U110UEANDSHWLDBE FENESTRATION PRO DUCT NSTAl1ATK)N. TYPICAL INSTALLER PoRTHE BEST NSTAlUT10N MEIFgD. OPTIONALIXOR 2X WOOD BUCKS IFUSED, —E��S-_.._.�_1 EVALUATED BY AN EXPERIENCED BE ANCHORED PROPERLY TO TRANSFER lDA05 AND ARE TO BE OESIGI�BYO S' EIEVATKXIs..._._____.__.1 MUST 2)THETWEAND NUMBER Of ANCF10RS ECRRICAL TO THE STRUCTURAL PERFORMNICE OF THE MULLED UNITS. MULLIONS Bl7f SHALL WLL TO U WOOD..._.._._— 2 WUT01X8 NASOmeY__-_2 ABCIRS TDIa HAVE BEEN TESTED AS'FREE-FUOATNG' ANO DO NOT NEED TO BE DIRECTLY ATTACHED TO THE WSlION CUPS. IN6TALLATUN NOlES....__ 2 3 ODE TaCIA1AUM NOT RAVE A GAP OF MORE THAN I/P FROM THE CUP. WLL TD STEDNRT__-_•.— MLXL 10 STEEL BTUD____._ e •� 3) THE ANCHORAGE METHODS SHOWN RAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED USED µTERtTHDATA CLIPS__..--9 DESIGN PRESSURE MULLIONSARE CALCULATED TO DEFLECT NO MORE TIWN.U180. THE VM STRESS INCREASE WAS NOT THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY INIAL NSTAWTpH__ _� 1 X2%.128 MULLSPEC6__---e IN THIS ANCHOR EVALUATION. X2 X 3T8 NULL SPECS_-8 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SOME OF THESE X2T5X37fi WLLSPEDB..__7 1X 275 X.0 WLL MCI_ INSTRUCTIONS. AND EDWIDTH OR HEIGHT OF ONLYTWOADJACENT FEESTRATDN SHEET 2k CTS FOR ToDETERMINEUNITS, CONSIDER SHEETAND SHEET MULTIPLE THGE 1 X3.12e x 393 MULLSPECS-.._9 1 X4 X.126 MUSPEC9—--10, IX4XX5TUfEWLLSPEC9.._11 SPECS._._t1 19EEDETAL9 AN PAGEFOR AN UEXAMPLEOESIGNS DESIGN FOR7HE COMMON MULLK N,SEESING THESONTNI PRESSURE THE RE ANDAFNC/HORAGFTABLFS. THE L.WNEsr DESIGN 1X4x3n6T X&JNX2M6 SPEC3_12 ATI9 ; BHeETS>a ONLY TWO ADJACENT UNITSATATIMEWHSN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION P13ODUCf6 SHMl APPLY. J9 125X328x._IAXL8PECS.--13 / aPDR�G f1E%93S X.M4 LAAL 8PEC6__t4 I 6) WHEN FINDING YOUR SIZE IN THE MULLON TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THETABLE(S). FrnSPEGi_A3 2�X.xW FDR A 7) ANCHOR EMBEDMENT TO SASE MATERW.9MALL BE BEYOND WALL DRESSMG OR SRIU'CO. VAIOD BUC14S BY OTTERS. MUST TO TIE STRUCTLIiIE ANCHOR35HA11.BE COATED OR CORROBIDN RESISTANT 3 %e %JN MULL SPECS....__ 1T 128X 211 X 127 WLL """' 1e 3P X 3Z BAY MULL SPECS.._ 1B �E BE ANCHORED PROPERLY TO TRANSFER LOPDS FOR SUBSTRATE MATERIAL DISSMRM MATERUL69NVL BE PROTECTED ASREQUNED TO PREVENT WXSMS WILL SPECS...-_m AS APPROPRIATE REACTIONS. W lLION A CLP NM9N9pNS �. 2f 8%ASPIES t A 2__..__._._� SI rua.mMgA, B) REFERENCE TEST REPORTS: FTL4443; FLOG (RTRACONIAGGRE-GATOR NOA'S I '"'"""" -•-. INSTRUCTIONS; 1) DETERMINE THE DE FCSURE =UIREMENT (LBS � FOR THE OPENING USING THE ASCE-7 STANDARD. ADDITIONAL EXAMPLES OF MULL CONROURATIONS: . �pgpq )—XOR¢WLLU3am1—j 2)CIi005EAMUWON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODVCfS FRAME DEPTH. —1 LegTH r � S) REFER TO SHEET 26 TO DETERMINE IF THE WND LOADING IS'RECTANGULAR' OR' TdANCLLARnPAPEZOIDAI-- �' CPB4N3 r 4) FIND THE CHOSEN MULUON'S MULLDN CAPACITY(ISSA"PJ FROM TABLES 1A THROUGH 134 ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING IIENBHr THE mluLUCN TYPE, LENGTH AN MULLM CDOPENINGWA OR I�IGNT(DEPETNDNG F TIE MUWON lS SPANNING VERTICALLY OR HORIZONTALLYI. THE �6AL V9R. Ml IION CAPACT'(LBSFPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREM@R(LBSIFPN FOR THE OPENING OBTANED IN LeNO�iL r r r �NSTH EP 5) MO,. L L L 6) FROM THE SAME TABLE USED N STEP 4) ABOVE, E SUBSTRATE VALUE N THE NEXT COLUSN UST OR CAPACITY ATTAIN THE SB31 THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND W15T BE MET 70 ATTAW THE FULL MUWON CAPACITY OPENING wttix 6) FROM THEANCHOR CAPACITY 0.SS, TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE COFDRION(MULTIPLE SINGLE MULLION SINGLE MULLION TCA \FAr[AL W1 Dp3WDTR ANCHORISUBSTRATEIANCHORCUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR '�IbR%ISanut�•"' CAPACITY IS MET. ,, BLE CORR�wOIASIGDETKS MULTIPLE MULLIONS >) IF THE MULLION CAPACITY (LBSF7'1 OBTAINED N THE TAKE • HIDER THW THE DEBMN PRESSURE REQUIREMENT fLBSIFT`t FOR THE FtroNFIOURE 1 ABOVE OPENING. YOU MAY USE RiE ..CNOR WTPACTf1' AOJUSTME:T FOFD/ULA' TO OBTAIN THE LOWER ANCHOR CAPACITY RC-0URED. WITH THIS CODES /STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE .2) FL.ORIDA BUILDING CODE (FBC), ST11 EDITION 6) VERIFY THE DESIGN PRESSURE RATIO (LBSIFT� FOR THE FENESTRATION pRpOU.T TO BE USED AND COMPARE WITH THE FINAL MULLION .2074 FLORIDA BU9IING CODE (FBC), STH EDITION GAPACRV ILBSIFT' OBTAWED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION .ANSVAFNLPA NDS-2015 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. .ALUMINUM DESGM MANUAL ADM-2016 .ANSI SIM12 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WIOI USING THIS NOA TO APPLY FOR A PERMIT. .ALSC WD!D - PM[IUCTS Wr E OF4rrrrPE. 9) MULLIONS AND CUPS HAVE BEEN DESIGNED 8 TESTHO TO COMPLY WRIT THE REQUIREMENTS OF THE FLORIDA BULGING uSTBE CODE, AND ARE APPROVED FOR IMPACT AND NON-MPACf APPLICATKIN3.MUIDNS ARE ONLY TO BE USED WffN LLAMFAL'11S® PDT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Iry T. 10) MIAlJON6 ARE N COMPLIANCE FOR USE N THE lIVIQ 11) QUMNTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY E UNLIMfiED PROVIDED THAT THE SPAN AND OPENING W IOTWHEIGHT OF EACH INDIVIDUAL MULLION LOMPLIE9 WITH THE REQVRENIETTTS OF THIS NOA •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED W�b�.nm ro. FI..M. BU fi Cod. NDA-Na, 77.0630.0.1 IXgr.Mo. D.1. 05R6/2021 * N.. 58705 aA / ¢ AtE ��:•�W. A LJ,N..Ft''.E. FL P.E.S 5370E DETAIL A MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) DETAIL B: MULLION ATTACHED TO 1X WOOD SUCK AND MASONRY (STANDARD CUP SHOWN) bEe •IEETB • .. . it-21 FUvef1E OGTWb . dSTANCE TLRM000 ALLLL MV FDR A MW1fAl8 < _ INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND KILLION S� SHOWN ABOVEARE FOR PICTORIAL RLTPRESENTATON ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TD ANCHOR DISTANCECORRECT OUANTDY , THE FOLLOWING SHEETS. F,OR DETA&S 0 ETHER THE STAND LOrA'nON OF ANCHOFL, MUST BDARDLOR FOLLOWED. ETT CUP MAY BE ER TO THE ABA ON 7HE 3) ANCHOR LEAD TYPE MAY BE PANHEAD, HODEAD OR FLATHEAD, 4) WOOD BLKM ARE OPTIONAL, SEE DETAL C. SHEET & S) FOR MASONRY APPLICATIONS EN MMMI DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4-S.& AGGREGATOR MASONRY ANCHORS. ETTER OR ` ®GE OHfNdZ GQt MASONRY TMEOFRBET CLD R: ANCHORS REC01YBLmFpt FWFAMA® NIMOOWS,MNAY AlJO BE l•ED FOR OTHER r11ANETYPEE TYP. AV floe W � PEREOBSTAATE �Y ATTACNNEN! BEE SFETAB{E9l6tlE BYOTNE112 N eET: NDTE 1. E ._U ENEEf 1. N N i Z MN 2T1fel EDGE J CGL ETE OR tlAI g,VSE, �e BEE TAEIEE � � mGE ORfANCE t>1Y ` �' � FdI MASpAY UStS' W Q O AnclloRs SIDE VIEW Zm _ u 0 Z Ug �` • THB IEPIW y a Z � 11'P. N�1]R ER 6UDSIMTE SEE TABM57&tfE MIO101PP A10 ATTAOR4M TT BY OTHERS. ••m1lMT' SEE NOTE 1, r .•� .. . .. 61QT1. MN2110lCONCRETE O1 O U FRONT VIEW •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • * . �No. 587055 " i1O ... 7E f T: ��uH` FL DETAIL E: �E 1b, MULLION TO MULUON i DETAIL C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO SAL Y� �(U-CLIP) 1TERSE IONS, LED W'TEP OR'CROSS' $ MASONRY STRUCTURE INTERSECTIONS, i (STANDARD CUP SHOWN) Y 2) MAY BE INSTALLED HORRONTALLY (SHOWN) OR VERTICALLY. N Tw. ANOtOH a U EmsitL j 9�SrAA+E 3)SEE U-CES DRAWINGSLLK*L 21-23 SMIHDiAD pry aEE TA&E810.tm TOP VIEW FOR CORRESPONDING AIIRLKRI Z "' W omaEr wu i i p = fYN tNYeE I I EDDE DRMM[E Jto MSiN1F W . RR Wa01AY VNUE10 THI9 MEIN00 I �� lal �IpY /'�9� aGREWb, �L � � a.. 1— co ```\�./ HALL1TM Nal WEtEB MI m !n EXTERIOR 11E OFFaET GlD6 `' —E OI6TMILE BB;OaeEHO®'W / m j s. mH4a renAETYFEs. EXTERIOR F Z } Z Z Q a rn �cTTP. AN—° o F Q�Z yo g aEEi1a1•ae �. °QLOOCA�Tgro ,� y 8 / wcaslre sEErAe�Ei loos FRONT VIEW AnATiP.FNrt s o 0 N �i �r w oltErts. sae � U ? ¢ O O FD9E y r'Ci 1_ . . • I----1-9ff n�Y.Es SIDE VIEW YR 2T a9 COIICR NT ME MN2) IDEVI11EiETADW t&tie FRONT VIEW SIDE VIEW DETAILPRODUCT REVISED MULLION ATTACHED TO w^w1�^ ��IY' *N Fww• STEELSTUD gip, tT-0630.01 (STANDARD CLIP SHOWN) �D�RE �� D.a. osnsnort INSTALLATION NOTES: Hb m. AHAIOe •Nero twt 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO A `�'Ert auBSiw`TE' BEETIBlE91Ltm 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION offs T'I ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE; THE CORRECT OUTANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, RE}ERTO THE TABLES ON TIE NatF FOLLOWING SHEETS. FOR DEFAILS ", EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. IDUT 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEIMEAD OR FLATHEAD. (� � 4) WOOD BUCKS ARE OPTIONAL SEE DETAIL C. THIS SHEET. `\\\\Y�%, 5) FOR MASONRY APPUCATONS IN M WA-DADE COUNTY, USE ONLY MIAMWADE ODLWWAPPROVED MTA6�i.ES �``ONY LYNN ELCO ULTRACON OR ELCO IN- S.S. AGGREGATOR MASONRY ANCHORS. Fd1 alEEL 6TAa TneNFRTUN firm :�\t�.•••.. .. M�'�i FRONTVIEW to CHARD cowLa,NTY1TN iME aelAlanB �.. ��cENyi'•..!! ./� LTDEADtWOCO aAD•IER WfiTD9m. ?,-':t` EXTR1O0o1"a SIDEVIEW =* �.� EXTERIOR TF No _ 9 1) FOR 2X WOOD -RACKED STEEL STIRS, WOOD JJ AI l • �z ANCHOR VALUES MAY BE USED. SOT, T 2) 9EE CORRESPONDING MULLION TABLES. SHEETS b20, FOR OINNTT' OF SCREWS. I nr •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• DETAIL F: FIELDaAODIFIED MUWON CLIP (F-CLIP) 6Ee oErAUAq �6Nk£T! ] HN l PoP NSTNIATC � rosnN:wc elserPAres. 0 0 O O SIDE VIEW aHOMH wrtxrzax.la•. 1AA1XN EXTERIOR DETAIL O: DETAIL H: ANGLE MUWON CUP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) aP OA'e• - d -LAT MAL N E U a UU LD TOP VIEW _ PRODUCT REVww�Ia$.ErDa�w woA-R•P 17-0630.01 sff rAxm lo-ue F]ro woao. srm-uuw+ _p�n we. 526l2074 EXTERIOR oA Alzsolnr exre2lQu Nrowom.erEFL, srunAno can rose 9y R IIfT0 N00�.8IB:L ® I ® iLua onu oRMlsoxnv 1 xO F@ ANa°R ui II oAnANCF 4 r pY LY/y , NOTES FOR INSTALLATION OPTION G 8 H: PN A OqR O 1) USE 2 ANGLE CUPS PER MULLION f3�0. CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F. 2) DETAILG: SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND 911EET521-23 FOR HOLE- 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.20' X2.11' X.12S MUUJON. LOCATIONS. �. - •p - 2) SEE TABLES IB-198 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H. SEE TABLES 158 OR 168 FOR ANCHOR QUANTMES AND SHEET 22 FOR HOLE e '., - ATE -' •��� LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ��%S��NAL .1G�� A L'iMNIMILLen, RE Q FL F'.E-f 5870E •• ••• • • • • • •• • •• • • • i ••• • IS •• ••• •• • • • •• • • • • • • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FIGURE t: FIGURE 2' TABLE NOTES: 1)SEE 9XEETIFOR INSTRUCTIONS ON USINGTMETABLE5 AND SHEET 2 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL WSTALLATXXN MEDgDS. —1 1.000" �••^ 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS • ALLOWABLE FIGURES: 3) MU WON AND MIAUON CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-7J. THE FIELD FOLLOW WG DIMENSIONAL RESTRICOONS SHOWN ON SHEEf521-21 20W' 1J.121 • • • • HOLES TO BE DRILLED IN FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFIGTKINS. HOLLOW AND GROUT -FILLED SHALL CONFORM TO ASTM C-BO. WOOD SHALL BE PRESSURE -TREATED CONCRETE BLOCK UNIT (CMU) SOUi/ERN NEWITH AN SGOF O.b3. ALUMINUM SHALL BE 8083T6 AND BEA MWIMUA OF .I2S RN FIGURE 4: FIGURES: FIGURE@ D--� YELLOW THICKSSOUTHrea 70BEA MINIMUM GRADE 33 ANO.Wb'TISCK(TS GAUGE). STRIICRItAL STEEL TO BE AT THICK END AT R 410 35CREW TFfNFM3 BEYOND LEAST. THICKANCHORS INTO MAY BE STEEL. BE STEF1, 1685.S.OR 4f0 S.S. I'X7X.I2 MULUON • THET.1E 2A36. ANCHORS SSf2ANCXORCHRWOOD MAY •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a W Y 1 p � Nx N t � x 3 a 1 PRODUCT REVISED wMA W FbrWn imMlu �q 47-OM.01 NOA-No. [grinNon Onls OBf26202� By nIw P.eret con �•' A ; ��s •'•F�ORIDA..•'G�'c �• A NN40till 3, P.E. FL P.E.O 38MS FIGURE 1: FIGURE 2 • FIGURE 3' ANGLE OJP MUST BE USED N PAIRS. FIGURE 4: FIGURE 5: FIGURE B: M. �� • TABLE NOTE ' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2E FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANObR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MUIJON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DOAENSKXNS. SE SHEETS 21-23. HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RION ESTMCTS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LDCAT10N5. 4) SUBSTRATES: CONCRETE SMALL CONFORM TO ACI3O1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETEBLOCK IT(CMU)SHALL CONFORM TO ASTM GAO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHETW PINE WRH AN 90 OF 0.65. ALUMINUM SHALL BE G0 T5 AND BE A MINIMUM OF.125 THICK STEEL STUDS TO BE AMNIMUM GRADE33AND.045 THICK GAUGE7. STRUCTURAL STEEL TO BE LEAST 125. THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 6108 #12 ANCHORS INTO WOOD MAY BE STEEL 1"S.S. OR 410 S.S. --) 1.OD0' r- 200P La S 1' %2' X JTS MULLION •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED ���yyle� ..NeN sM I'IerW ��I� �f 17-0630.01 NOAHV0. eXPN.O.. - 0526*021 mI No. N705 A LYNNIMILLER, P.E. FL P.E.N 58705 TABLE 3A Yfi.e C/ a TaDa 0Pe"e'D wWm tw.aop/p—I mN ma mukm)mOPWnr HIe�7m (mlDf�rImMJPo'eH'9^�'•) bin IODF YmF 1NF tNa 1i275/ aeen1, IAeM NIn IOeae leis mF feelq Lxe.e ILVN 01 If laele fl, F1111 Laep Thil i Itla 1111 l 11 ;.i'aaS l i I MIA! lass I if I I laalip1/MD/ i I I I I I I I lsdV I I I I Iy0J76 1lmng1'1 Pi Pn aF e..emM wF mn gg PM p aF Iran . Imo Imo uf.I 1N.0 Im. m me In ml rn eN ml fmo tn.o trao Imo Isf.! i]a0 Ufa/ an eN sm ma m 6n 312 +m.o Imo Imo Im.a Ilr.e fm.e •A rw m w em rn .! .n fma Ira. Imo Imo Im.a 111A Im eN mI a1 of em !11 Imo IlaO In.e Lau Tme n.0 nl a /P I br rn em ml fm. Im.. nao IN.r nao M./ I6.. me em M no ea N1 sa Ino fm.D flte Rao as n2 ea3 m Iln +op ID1 rn ea am Ino fmo Imo Id7a Ime QI rz.f No en m rm m eae Ib In. u1.e la./ ImA n/ P.1 QI IIa IfY los o.1 ra ea em Ime rm.. Imo lu. a.a Q9 11.3 PI m n1 na Ia Pt Ine fxe m.1 ae rae •A lao Iln fm em Ta me Ima Imo In. HLf ml nA- er om rn no sn em fm Im I/61 Ifs! W. ae NJ bA LU +bt na IPP 0.1 rn A em me Imb Imo Imo ma ne PA aJ aN eeo >m m PI Saf m.e n/ aJ IN, Qa U6 AP m2 +mI +Ia Ian Mr ns e• em P. Im/ Im. Im.. Imo n.e ne Q1 a1.a m em r./ 1• ma Q{ mt ]a IffA ebA of mA w.f aaf ut m.e Iaa II• Loa eDl rn fmo fmo fmo fao nJ PI ea me loe Pa o• en N. TI Ml 6n f;1 ]E 9 S rzF nN nF ow ne ea+ N] wJ xa mo m sn eae nn mA /nI N.1 w] a+ m ml ao mJ s>a ]a.e n.1 Ia m m w.1 eu tv >v m as an QS x.0 N.e ae,o N.a 1D Ia! m rn e'A N.1 a/ ae see ]w aM Ne .1.. as mI AI afa m. ae fm m m Pl aes IAr Taa of xe m so 2n .// IM NA 361 as of al. /a m m 2P A.S wJ Nb ar mJ w3 m eee aI bl Na aI mew nJ N. ae m wJ ]aI ar >m mI me Tm N/ au 1,/ /• a]s m xe1 na aw Na n0 ]Q a1/ aQ m w 7aJ uJ IN Im No Qa ss N+ s,a mI fm m Qi aJ >de ea m lu 2N aF fae N3 2n N.l 1.6 m1 m me ml 11J m IdD 1N H.1 N.0 la 1 as Ne al Ie1 n.e as fn Iv ms to is 1mM flb 1N IlJ M1 TABMeher ca r/DW Piwele M.W a)a mcMe ].a Gerlo. ete'Eb lacm --u tN'Eb leesm es LIW 1��� 9"M'EAm I1b C1M WiS Else noarl Bm+a018aIw1 ela llr N31 euarl EmN la>) AIaW 11Y Eb MYNA 1N•EEe uA'e[m �p+M 0.]N- MMmCrp Patlame a.yi S O.a' Elad]1nbIF Em.eeirllee 13N' lAH• S �'N' abb >Nb lab ]Hr ea11W seeb Ntb Mab Ebb 3ADNs•/.n•Mn CC/SWs1MolM Dn aip. tY sab b eob tewb POb WA ]Nb WA WA WA WA WA !ab IMb 11�6 a AmMe•1.fY Nrt QCI9IMN(>WM1W6ta /e.b 1mb WA WA WA sbb reor wA nob rNr emb faab !ab N!b I b ANr.pr Me. o.c.rDlas Ane.m rok ]a rbb nob a.r Iaob Iamb WA WP WA IYA WA � NN. nsb aAra p0x'Lb O.CIUDe. ae-1]JAs.61p. f] WA WA WA WA eab tmb Ibr f�r Snr tmb aala /nb b anb aaor wA NN WA si Tuc Ntb cveua Nab FnM.A-FT Ebb 26 ' /.nyvrEdp FM. 6{ 1 1Nb Zmb WAr rYA WA lab Wq WA /�_.___........'...e��,ecn a Ames I.I!• Yh O.GI FOefb.00 abb aiDb WA FATANnMr]YLP. FIGURE 1: FIGURE 2 0 FIGURE 2 ANGLE CLIP MUST BE USED N PAIRS. FIGURE/: FIGURE& FIGURE& ANCHOR CAPACRV AONSTMENT FORMULA: (p )%/MuwoN,ANCHORCAP.'e""�.ANCHORCAP.— USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REOUIRED' CORRESPONDING TO AN ACTUAL PRE95URE REOUIREMW FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMNIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1'000' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SI4T 25 FOR INFORMATION ON LOADING BEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 21 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUM SHOWN ARE NOT TO SCALE FOR ID ACT DIMENSIONS, SEE SF/EETS 21-23 BE DRILLED IN THE FIELD, ..RESITUCTIONS SHOWN ON BHEETB 21.23 2.160' HOLES TO FIGURES SHOW SWGESTm, APPROVWTE HOLE LOCATIONS. A) SUBSTRATES CONCRETE SHALL CONFORM TO AG -1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 376' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ABTM C.N. WOOD SMALL BE PRESSURE -TREATED FGRADE —T THICK SLLOWTTEEL STUDS TSOUIHERNPIO BEAA MINIMUM �.DW ITHCKI18 G"ElSTSTRUCTURAL STEEL TOBEAT LEAST THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND 1'%2rSX ]rS MULLION .125' THE MATERIAL ME) 8 #12 ANCHORS INTO WO00 MAYBE STETS• I" S.S. OR410 S.B. •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 0 • 0 0 • • • 0 • t� S PRODUCT REVISED pyNfs wLUI m. rlorlaN 17-0630.01 BaNNny Coe. ebprrLlen Dm O5n612021 by * r N.. 58705 °. A. MIN MILIHR, P.E. FL P.E.M 58705 TABLE 4A eeNren a raw Oputllq 11tln+(faleltica*4pa n "'bias)afope061p xNpM(bTICTImIYMaII•ee10 -1 1mn 1wn fmn wn tln Rn tln tle Imn bdapin NdT4Nq IpWi/Y TODIDbV. T.WTM3. PWN1Y T+NM•�c f827sX Ibosnpp Iwyo TmTb& lotla RxObal� toys TnPRwro. twbro RrLVar uft T�dTNg L-I. 11dANb tpbq TroRbs Ltlq li✓AINw Lwya 1NWM. 1..6ro lwys Isbs Iw•0 LaN141 lbyy Latls LnYf AN Ak-y- g b 3ag pa ga D pp�ai¢€ ga j ppa gg pa gLg ppa¢a ppEa ja Qn 1A0 ea 1A.0 11! IRD 1H 1A0 Ia IRO etl Ia.O eoe tA.O e• Ia.O 6% 110.D 11W 1R0 p+ IRO 1]IO IRO eN 1R0 IItl 11eI{mbAIla 1A0 IINaRRA.0bO SN e]m%m ltlT 11INNl3l3.6 16a 11eIaDe LIED 11AR00 621 tlNnoev 1tl.1 1PT0u1m.0 lea INA tiInMRamA..+/0DD 521 eeen 1A.1 N 1R0 6N Ia m T 1e1tm710 I1eAa1a1A.12 66eeNN1 IN)R1J4O NmR1]) i1ueARu{00 erOaeiOmDbO NMm6nt.]..DT0 iaJ1 )tlSnue m1 IRW AmL1 n coNcotlffinnn I11AmY.AD1 il R0 ® 110 0 IL Was 1m 11m IRD e I1Lmfam 1A.D a M. n2 Ia6ewIAAn1e 1m2 xm 1aD u N n 1u eu H161e emleuT I ls .5 1- nJ s U 11111 m n nas nIta0..e3 emN6 lxtlb 1t20iU2 tleNt M6al6O eTw!i ltlw,.1e d6mDe A•Re0A pX tlntSA 1NeO11A T6eOD 11a1m.b ' M N2 ew {1] 7fl n2 ea tl2 wl ltlm0 ]m!D1 m.e em elf sse JLl O AZ mD !] 6]6. tl] M 31A etl T2n 1w.] 6tl ttl1 tl2 KC ® NA Sw TLi etl tl.t 310 etl TLR etl tl! ea tlb 6N eve Im eA KS M 210 6N b N0.1w He ten 0 ee3 DL p.1 I• Rt a 7 571 ¢S IRO 22m HS W Im HS ILA IA Nn tlA %] IN 7 .A 61 2 me {a N.I ffi te] M ILA f10 ISJ etl 372 10] a.e 3 S2S ICI ae aN ae Iw II.1 >m AO w1 EA 11I 21.T Iw a.t >Tl 1eA w) 2N tln 621 wF m.7 a1 U.4 1Pl 172 11I m R1 'IDe a3 9 2aD sol 7U ]Se 20.1 ao ILA m a.0 >tl 11A SY NVAa.7 2m 15] ftl 102 tln tun ¢I m.1 1tl >u H.I a.e 1I0 2N tlA RI W 2tl Z a1 21.5 2n 223 a7 Ine 7p ISM NIL to 2tl te.o zlD I¢1 m 1as 2n I11 n n.e al a] N2 nI ar w 2a ..e m Re 2tl IT] aT to al IaI 2m 1e.s m tan 22O m ae 100 to m Ie.e as 1v m Iu a2 ANCNOR CAPACITY ADJ US TABLE 45 MDnw 7ma nMeetl MNY appal' 2.7ktmOWu 1.3x rme ible.OMU VP e9 Eb05£Ep fYet]H W'St QO ei0abl ekd 01281fY AndwTYDE Yte'FMOMEWNi E3w Ilea"' WICEp S,W, Roellb� WEb 1•sm A1DWon> tasm ApneOpr e«.N mm e.W. WO) 6ew(a5) Ae wCIIPPebmn Ed WaW0]2 T }yf• 1 2-1? }+T t' Y }! Y }1M 2 O.N' O.6Y S.eN' EnlsD NII• lYI' }W lyt' C MY ]i{b SNP Wb Ntb HSb 2 MMI•A Ma O.C. ISYWNNONY OaIf¢14 9mb O90b alb emb 1Wb WA amp fNb WA tlb NIA WA 1+AY AnOlv+•1.LT Mn O.G.ISw+ptlwaA.e Clb Fa 2i Itlb WA IN WP MOM e00b WA 1Wb )Ieb eNb tetlp 4RNab +lab "'•TEN D.GIPI alAnyldf/F4 ]T 11O tlOp letlb Ntlb WA WA Tt 1 AWMf 0 0.1Y Mn.QG/4Ob.ew.i]T ANe.fDh lY WAb WAb WA WA WA 1]Sb Ip ld ROb 1Ib > cob Db L+b WA 1 SeOb IANVIFGlOF0.ft 2Am4n•1. U'Mn 0.CII MV P9- 1tlb ttlb NOb >sOb asb Mbb WA WA cob WP -WA WOp WA WA N NOTE 101 THE OFFSET-, Ust lne am+-rv.'-- ..__-._... _ `J -,,,,,,,,,, .. ...___.. FIGURE 1: FOURE2 • • FIGURES ANGLE CLIP MUST BE USED IN PA RS. FIGURE4: 5: FIGURE@ • TFIGURE • • (Dp I X (MLL_� ).ANCHOR CAP. USE THIS FORMUTA TO OBTANTig'ANCNOR PRODUCT REVISED CAPACITY' REOURBD' CORIIESPON08IG TO AN Bull•pl C YC �p tlw PbrW ACTUAL PRESSURE REOUREMINT FOR THE NOAa40. 17-0630.01 OPENING, WHEN IT 13 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED CSNrolbn G 05/2612021 MULLION. IT WILL YIELD A MINIMUM ANCHOR •T CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ue ANCHOR CAPACITYTABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS MUSING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION M ET HODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OPENING WIDTHS IS ALLOWABLE. r 1 1111 I I I I t l) 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, BEE SHEETS 21-23. TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 2750MULLION ?:' 11�NB8''•�(:' HOLES FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. �� ^ # '. * - 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CAO. WOOD SHALL BE PRESSURE -TREATED 1 L-7 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM YELLOWSOUTHERNPNE WRHANSGOFQ55.ALL1MNUMSHALLBE6063-6A BEAMNIMUL4 OF.+2S THICK STEEL STUDS TO BE A MINIMUM GRADE 33 MD.04C THICK LIBGOUGE}STRUCRIFtAL STEEL TO BE AT 1•%2TSX ASPWLLKN -O,'. ATEO LEAST.126-THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND OR 4105.S. ' 1 THE MATERIAL MO a012 ANCHORS INTO WOOD MAY BE STEEL, 168 SS. A LYuISS�I, FR P.E FL P.E.b 6BM5 •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TABLE SA MiloM W D T4bb , OperY• NYInN ITor+elOny Wiwq nl6au) or DWMYIp IMan(b bf>'�`lPmrG MlMxe) mF WF WF +OOF YA: IM: imh YM AeDerpie IL.41# TnplMep. LOenY mF R®OIW 1..se Trlp'TM4 u-ft beepir Leeare TepOle4 LAeNq PwYW/ IL.4N Tni'Ke4 labip RwfO1r ta.s4 TnOIMeG IAeDiv neln4{Ie fie bPrt4e4 IaIO AsnoOr Imp TepTeee IDeSW Ibe.pM �e TnpTMp Im4ne Revi#/e Lleiie TgYTwN. IofOp 1-4 a12r 'T� ug a a. i 3a ! a 3i g i €p a � 1 1a Wl +mD aH 1mD 1+1e Imo !zI 1m.D 11M 1AD m Imo f1Y tm.o er Imo I- Ime s11 Io4{ I= tmo m1 a: YM mo tme ® m/ rmo 1Ro as s 1Aa 1m0 TH eW Imo IRD Im SeI iTm 1mA gee evt tRD 1m.D sY mo +mA 1m.o 11u Ime Y1 Imo I1m Imo sn Imo Hn 1Ae YD 16T.T 1W 1Tn01 m IA1 Im tRa am t+u Ian +m.o Yo Oh 1]0.0 7-1mA !!{ 1m.0 11e3 Im.D T9 Ime 1113 110 EDT 1A0 IY1 1m.0 ]!e H+.1 1{Y /R0 TW +21d 1{Y fm.0 TSe Me. +YS 1m0 ]!a W.maM im.0 TQ 1m0 im IRO 116 iR0 141 1mA I= TRY Ya 1M1 1{w 1140 Y! lY.! IIW IRO IY tae H01 1mA Yt fY.1 Im1 fl0A Y1 Y.1 1M1 1m0 MI S1F Ti W n0e Ott 1M. 9Y 1R0 •I 1T40 1119 IRO 1M5 DT 111A I{O.l 910 tld 11Y 14{d 103 m.] I1Y 1w.1 om Y.1 11M 1Hb 9m mM IRA em 1m.0 /w 1m.0 tY3 1R0 7R 1Y3 11Y fm.0 em t]i.T 11Y 1R0 ale ta! 11Y 21" tb9 11e.9 eM MA 1019 1149 R9 mF 1m.0 9W 1m.0 TI6 +Wd t0Y IA.O 0]0 IRA 1DW INd IY 119A 7- 711.1 eY tx/ tDW la0 m MO +OM la! eID m.9 10W tleb ® Ms )b cFs -Lb 119.1 Y! I3i1 lY +N3 e6/ ITIA ms e4a Me 117A TY YA YO 1Y4 JSJ Wb oe We Ju M/ 1e/ 0.T J• stI od Y.T C YF W.- 9Y We TM IfA Im.a YI IW tlA /19 Y] em me OQ mb YS 112 e4 uA 9m Me Q! 4ni em M.1 m 3 T!F 124! em lall N +RD bm iH.9 Otl et./ em 1D1.1 Om m.s Im M2 IMP JIA •.1 !W •A ml 0eb te1 141 ml Y.I /m *J mF i I— ml l+t.l eA IKD J4 RO /N J4D Iw M1 R1 m! In Y.] eat m Y{ Jes mA eY JOI ml M1 7r 4e1 WI a4A Ye !A M4 Y.S m sN en1 !eA R9 Yt .3 {21 lr Y+ M.1 Nt Ai eY 11.1 !% M A mF 1mD OM 10n{ Ye e12 MI WA YT TV YI H./ Ns M/ 4H tld IST ai eH Rd {II RA 414 mA 111 OH WA 10/ Z. xie w{ Im WF e4a 41{ R.i {sO MO e14 Rb Ne Q.0 /K /40 4W N.1 bf{ m1 D.1 IOi ]Od ]m Yld 44 Yd te5 ie mA 1m M3 Ste xe ai n. DS YF 6{3 152 M7 4N /33 1!Q 1].0 We xT ISJ RA ]W ai m aM a sal IR a1.e ne Zm ]1.J ]sT s.1 31T R2 riJ 3M s11 ae aa] 152 SY r.1 an aJ 1m te.0 aR a.1 ZW 15D ]ST te.0 ]9a fae YJ 1n2 2R 11A DST ! +Yh M1 3R Y.9 s>S 31.9 ale z]a >tl Ia.s ]Y m.e ]ee nd aY faA ze1 H.a Ste xa 2n Its aY K./ 1m xD sY u.e >A 111E as+ au ai aY W2 Dai Af SM ao Lae Al aw 1a1 1!2 RSA H.9 M9 1].i 2R 14A Zee 11./ a +1A ]IO U 9W 11.{ 2]e li 7m IOA 2tt tWh n.T 2Y Zu zd1 al 1Y aT 1M and 1Y AS 1Y 1T.1 Me TABLE 5B MCIIOFCe TLON 1>R mIAAk .W1aMaher ui'VS 7'+ �y(0!)5ue1 4ne1'P'."1bS Cop PLtYme��a S S Y a1Y LeIC ObP' asil dDDlnnao +be lbe Y *Ib 1-Ve )IOb R{b t-1If BMb Oldb ]11b 1Qb WOb gn[Im O{.SMrt04IStetlmwOew Cm44+I Smb DaOb � WOb +BMb 1mb Dmb NIA WA NIA WA Y2b Yab Om 1.b'NR O.C.19binOpQTe17W6k 1{ 1eDb ]ODb Xu WA MM NOMb fmb NIA ]60b Tdb imb wWb eJ2b emb -ge Im•lMROc.IWMAgM(Ae1Po$ Tmb 1mb YDb 15mb +M9b 6wb NM WA NU IY/. WA YTlb 1 Mlm 0.0I+ROGI000. FAa .12T AeR 444E DxIF 44 Oi NM l0ab rvA lmb WA ffib IYA Ia3b NM W1b NM WA 1Yb Ipb NU 901w sYb 09b 1]Db Ntb 1Tb {{3 aub YDb 2Anelsl I1TY Oc1F R NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR 1Qb PAT1--ANCHOR SAb VALUES X.M AS THE NH 1Wb STANDARD CW. FOURS 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED N PAIRS. FIGURE 4. FIGURES: FIGURE 6: • � • • 0 • O ANCHOR CAPACITY ADJUS... -.6- (D-)X/ANR11CHOR CAP. ,,..\.ANCHOR CAP., gAc €6F� \ MULLION GeP._.e. , USE THIS FORMULA TO OBTAIN THE*ANCHOR PRODUCT REVISED CAPACITY REWIRED' CORRESPONDING TO AN '�I�(° IM 131 we FM#e H ACTUAL PRESSURE REQUIREMENT FOR THE Nam, 1 7.0030.04 OPENING, WHEN IT IS LOWER THAN THE MULLION N CAPACITY (FROM THE TABLE) OF THE SELECTED ElgI.tl Deb 05f2512021 MUl1JON. IT Wei YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY By •b a P ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: i) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 21 FOR INFORMATION ON LOCOING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIM ENSIGNS, SEE SHEETS 21-M. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21d3 FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W1 SPECIRCATDNS. HOLLOW AND GROUT-FGLED CONCRETE SLOCK UNrr (CMU) SHALW L CONFORM TO ASTM CSO. WOSHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN BG OF 0.55. ALUMINUM SHALL BE 80[3T5 AND BE AMINIMUM OF AW THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (10 GAUGE). STRUCTURAL STEELTO BE AT LEAST .125, THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERWL. #10 a #12 ANCHORS INTO WOOD MY BE STEEL I" S.S. OR 410 S.S. 11.000'•-1 3.129 SOD 1'X3.12SX.SMU.ICN (1' VF MULLION) •• ••• • c • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • • •• • • • • •• • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • `" Op1Y LY/yy ' �•Ca • vcENSF A��4'. Y :A * : No. 513705 �4 ll ONAL ENG�' �> �IMNNAYn\E1i. P.E. TABLE 6A 11Iu0on c.Peery Tldde Op9fIFfY WMS+(brNulyapeRl10 ^Male) OYONnF+O HeISA (for IpAidperSPNXlr0 m•ae) ®h AN Mh QM lYF tIDF f F tMF Nm9Aa TdfM1N. AfmOMr T1pTYN ANbPSN TiMaNO. RmMnOaN TwyhY4 RmmV/N TneTb0. Lb6N AN}NOSN LOfdm TMIWO. L-•N pr.00Ntr linolslTho TAYMwO. edYLd. W:TDiu;, I M, g Qh Imo ® IRO ale tA➢ ]w +rao Im Imo W IA.O eY 1R.0 oIt 0 afSO /R111.7 u• 1AA0 11'"i 1DII-I-1Mn02 IR.O m 1R0 Mt Imo Ina m0 Ta1 R11M 0 en 1]]2 +IM 1)00 en RNA +tv Imo eM f029 11M 1m0 eai M3 11M 1!.. Y1 TT2 +1M ILO MI MF 1R0 eM m0 m1 IM.T 1Nt 1R0 ]P Itl.O IW 1 1 ea tYt tat 11aT MS 1112 1oa 1ae as Leo➢ tOM 1]0.3 mt G 1W lrit iQ Ta iW IID.I TQ o2J 1W 1X1 >Q QF Tma m IRO 1N +313 IQ 1Qa a Weer m RNA 7N 11a4 eQ 1N.0 7Q 1061 eQ Tt1A >R Y) BQ tI1J 7M mI 10a4 TN 1060 )N Yi SQ tY0 1w L YF 1G1 N7 1R0 7Q 1]]d W 1N.0 7P n61 N1 1]02 :a 1Q.1 NT 1t].T 7s elf Mt fY] ]b ¢] M +Q] TO YJ M E.t ]t] M.1 M1 b.0 ]11 !1.] w NA 111 Rh tYS W 1¢] 1]T i1]3 W ISiA 7a n.0 W IYS ]M N.e W Sal W i11 W Y] W n.9 W Q1 8Jr' Md W" AA W N.a W 716 eQ tl.a RA Y1 9 mF Il6a 7Q 1ID.1 aM er.] 1@ 1¢a ITT, ¢a M nA W T32 ]Q SOS eID W to TOt QO P.S >e eu bJ LL1 Ts QA eQ /IJ TQ YS W YI ]Q NA MB • AF 1MJ m1 111A BN YO iN N8 QI TIN L m SL4 W W m1 ..A T SIT, Y! TJ Q., MB Yh Ma W itA 1Q YO N.7 1]I N.7 W ¢9 /BB qS W AM W N➢ N M.7 nJ A n MJ 4t7 tlA m I AT,1N bA (R LL2 Itt M.a /A YS 4M SIl /A NJ Y] m ¢0 SOS 2L 4A Al ]Ia IDJ Ile ID e10 ITJ 4m N2 m I NA ]Y teJ ]T7 eDJ OID t62 >n YS >a II m M.0 O21 m 2].0 NI 1t1 lT/ 10.0 i10 17.et e01 111 h n.1 am ne ]OA 7P 31} Ye On IIS to MI b ID/ to ]20 ]a faa le7 MI te.4 157 lIDh IDJ IDA M Nf At Z11 2f.0 f01 tl.] TO N.] Zm let 7m ]tl R] fAi MM 1T.0 112 TABLE 68 MMor Nabn 2Tt Gvfn i9 Can TMM HNs du cb0OM RNb70 AIfN AMefYpa ]fIS �111bN� la'Eb �e� � �m AlmnorcyPMlelnA WA WmilsHnbWA liw1Amba02tSNhO 111 al..re b0•h)Ob Ob�]F AOb lfAb Wb 9IIbW OIObNOb g-.-.A 2N0b.G013leM Y ]Nb INb 1M1b R!Y M!bLI WY 610Y Wb1]Z7bAmNN•0.A4 OILSAmMW/60.0C Nh.GG IOGb. FM .11a•AWS. RIp. 11AY nAb +QDM t]40b IDwp WA RYA A WA WA WA Wb WA WA Ntb Ntb M315W NU WA WA WA eQb ISab nIDY 1.1T IAmloa Nh O.GIFab IAb IUAWA WA WP 3alb WA WA FIGURE I: FIGURE2: FIGURES: FIGURE4: FIGURES: FIGURES: E ri., FIGURES: FIGURES: FIGURE 7: Foon ANGLE CLIP (FIGURES 5116) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FIXWULA: MP-) X ANCHOR CAP.�,e ANCiIOR CAP. `MULLION � 0 d 1 PRODUCT DEVISED USE THIS FORMULA TO OBTAIN THE'ANCHOR p1y1 y RBI po PIOHd0 CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REWIREAENTFORTHE •WMIi10 Code NOA-]!o. 17.0830.01 OPENING, WHEN IT LOWER THAN THE MULLION Lagraeah•eb OS/26/2O21 CAPACITY (FROM THE TABLE) OF THE SELECTED MLLLICN.TTWILYIELDAMINbUM MlCHOR CAPACTYWHICH MAY BELISEDTO OUAL6'Y Bl �• 7o oct Gan a Ylam ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE -1 1.00T TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN00OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MILLION CLPS SHOWN ARE NOT TO SGLLE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23 HOLES 4. WP TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143. FIGURES SHOW SUGGESTED, APPROXIMATE MOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACT Wl SPEGFIC LTIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK WIT (CMU) SHALL CONFORM TO ASTM C.W. WOOD SHALL BE PRE35URETREATED YELLOW .125- SOUTHERN PWE WITH AN SG OF 0.55. ALUMINUM SWILL BE 60S345 AND BE A MINIMUM OF .12 V THICK STEEL L uz_ STUDS TO BE A MINIMUM GRADE 33 AND.WS' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST.I2S• THICK TURD A3C ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 L 1• %4• x 11 Rig ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S. MLLUON ` 9 * : NG. 59705 .� *- 'pO ATE �:•(V�: '.. A. LYNNMIL FL P.E.# TABLE 7A Ibi.n -c.Poty Tebr q 00I 1YI0Y(wo acapva R 9miae)ar OpalYly MebMlpx ft-lr7Nr Wb Ir. w,-A-i) b YII ra AY Yk 1W4 1WM 1x4x 3)6 P¢YgJJ W.✓oYs aY${1 I,4u.Ve. 4Ye TIIORMWs ar0$y Aru.11llMr 1„pTafna sY. BWbpe. ssN TMIIMN f ft AMryYI TIwJAWq. al$O Re1YW. TAV.- Ys¢ Rer�e. SOK J4TYN. HemgY JeM19 TMeYi. rYN B]a.oe. M$V inp'M.q. MNna Mum- $1MV F$8 $ad. i I g IMF $1°d^0 $ j� dg p1sb79 d 8€ d8 glad¢ Q'n Imo em 1­1 1tm.o rw Imo /n tm.0 re Imo er Imo r2 IA.. efe 1m. Isla tmo W1 Imo 1M0 Imo ql Imo IIe tno WI +A.o 11aa LTD W1 1roA Ira Ima 21 o me IRO ]M ] a n. +A.o w Ima eel Imo m Im.o 1Ia Im.o rl Ima lxla Im.o m Im.o un Traa sY fno 1rr Imo w ImA IW +ma eY Ine tors Imo OW Was. Ima H) ImD M Imo eee 1mA r1 1mA Rob Im.. ea tro.. 1 lA.. TM fAA IMa Imo 11) Imo tb1 + o >r tm0 1rq Imo Ye Ira Ins Ima le6 m. 1M1 Ima iY rF o tmo Ar er Ima Imo n3 ]n imo tAD er tm tmo 1 0 In In 1m.0 tA.O Hm MY 1m.0 Ima TM e1e ImA Imo nm 1111 IA.O fAD r9 w Ima Imo IeY taM Imo 1A.0 m eee IA.O IY.e tw tns fine lmo Ye 1Wl im.1 1M6 11ee leH Ima Imo Y1 t. in.1 Ill.. ITr ... IAA 1A.o en im tm.. sr] I]r fns Ima Ima en I.q qM 1m0 q0 Imo Tb Imo 1110 1ro.o tlo IRA I- Im. sm 1m.0 Nr 1A.0 Ine Irl tbt2 IAA tom wL0 f5Q Im.. 11x2 O)s faa W.a ItY 1WT lai 1 ttn Y.1 lax tnJ 11n •II 1m0 W1 fA.o >r fA.D 11r tro.o 103 1ro.. taN Imo mot IWe 141 1A.0 loA 1e2e Im lre tlb 1Ma RR Ial1 11W Ine 14n HT.e IIY nA '.� 1Wo 1fa W.a 1m 111D ifs Rb Imo teq Ima ne 1m.0 17m IT..! for. 1W.1 lam t I1n Ia0 f>e Ibs loq tn] lam ta]J 1® 1M6 1- me 1011 rA tm Ilia IaY m1 Itx.e Ina rA 1]m 111J ql2 r. Ine IfII Ima qT 1N.e 11M ire Ina taJ 11M Ire w 11x1 11N fa] m Rr I lis] eel re 11N mlA ]U I1M ne sa Wf 11M elf ea Y.1 1IN eta m taAl IlY 1m.0 Yr IAA 11Y iQA rs 11eA tm/ 1mA eR lase 1IY 11eJ qt ex] 1M 1rJ ne WA 11Y WD Wa r3 nY eao ro Wa 11Y N] b1 a 11Y qa m pT tr.l w 111A leo r.1 w Y.a T16 nJ w 1C1 n. nE w mJ m1 Y.1M.0 W e1A aq b.. w 6/1 M w 6.e st ae w er.T rx rH r.l M1 n3 IM ]!z Ttx n3 r2 0>e rq nz NI eel r!a rJ q+ b.e rb a.1 @ NA ra 40.1 n.t n.1 T!2 4le em al.e Yr ]IJ ro n.e rb n.a w 1rM Re er e1A 6W e21 e16 We 6n N.T dm 46a D1] M.f see Wa YA Ye b].D it.] eb T rx Al er mJ bl al aa6 as 1rz IJe eee Ml 4r 111 H nl w rl W q9 nle !m 112 see 421 M r.0 ar aeJ bo ao aY au m M.1 ra a1.a b1 Jfa er Z 4n m.e re TL] we 1s.o me a! ea 11m b mse M oWo Im s,.1 rs Lea ns nT YT ua 4Is nz q1 m tra Ma TABLE 78 Ancn.r T.em AMh.r CIIpPWerY elY1W' AM.riypr 2]A CvwY 311Q Eb Mbem 1MEla Weaa ].Y lbo .1r Ele �� nr BeellYYm Y L.]sn Tt? 1•reY Ae.eO.or Y enr BW YYm 1fA' Fe.4QM 7.r eeEY Aop.'Irr PI noabe MR1 Y]Y rxer Ywwl elbl nzMm E.svg11 Er]Ofrw. al .mn.+a] 11? wr TIP talc 11/C Y T i-w TfIY f-w• 1-1M vvr 1.1N 1-7 1• I.x far �.IY 1 Amly 04 Mh, lersr aOel. r. Nb. 14r1 b Y roY 1wb llob Mob lab Rob ]T b wY Yob seeb WA alb aqb wab erY 9WY 1mb Inlnn•1l5'eY ¢Cls.m.mrO.W Pp i1p. ]F TIDb Trb 9rb s32b IaA 9Yb WA erb WA I1u. 1]qb 1TAb 3r1ob eAMY•I.tY RR GIN.IrG1a0Y11CF 64.II Yob f1o04 WA A WA TYb WA WA WA IYY Y.4 Y14 W4 H]Ob 1 AmImA•9'MM1 O.G/W 99AW.f>l6y. ea Yob IYb Yobiswft1Yeb llob 9Y4 WA ]Eob tY Mrb foLb 1EIb i AlrweO ]•Me ¢.<.IWaI]AepY q]Ipb. et Hmlb 11TOY tOmY glob 1DIIb nob Mob WA Mob ttab 1 WA WA wA 1mb l Arofa.•eb'Mn O.G.I¢Q.,Hb.119•A4n Pb. i- WA WA WA WA WA WA WA WP nob WA atb W YOY r AmMe01JS Yn O.0 Fcr NN. ai ]qb lrb 3Wm l0ab WA M.Y 91Db WA WA NA eqb r914 11mb I Amain eY O.C/E(71e IFb.n Yob WA WA 11N eloY FIGURE I: FIGURE2: FMURE3: FIGURE 4: R LIRE B: FIGURES. [mm]. E FIGURES FIGURE B: fIGUF, 0o a� � ANGLE CLIP (FIGURES 6547 MUST BE USm IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMI (op.) X/ANCHORCM.,��.\:ANCHOR CM.� l MULLION CAP.=) USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACfiY REQUIRE? CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OLIALIFY ADDRgNAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SFE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2� FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND'OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NTO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING O310NAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURF,TREATEO YELLOW SOUTHERN PINE WITH AN SG OF D.55. ALUMINUM/ SHALL BE 6063.TS AND BE A MINIMUM OF.I2S THKX_ STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK 4 18 GAUGE). STRIX:TURAL STEEL TO BEAT LFA5T.12S THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 J012 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. NIZZ m J g i a x r ¢� • U X ¢ tq 3 05 O $ . a �$ f¢g� PRODUyC41TyREVISED bllailewlM t FlenCe • Cod NoMl 17-0830.01 -pir9.n B.].0528/2021 -.1 1082' f'-' ""( 1-MD- 4.000•.: *N0.58705 875• . 376'%" '•.RpgID!•..'G\�: 'SS�ONq� EN. rxPx3TS� I•X4' xmr� A. L/'/NNMINaEf P.E. T 4AULLwN MULLION FL P.E.O 5870E • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TABLE BA Mu•On Ca TabN I OP-Wo LNIM lNrvwtlrdh'+PraafO rM mN rh lh•aW) ar Of]dab9 "woo eeN w fvarltAA-dpsreltp-A—) tan laW + h nOh 13e'i Rcria+W 1bCrq 11pneWp Id]sU 1WmYM. 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Kt {13 en K] W as 515 {a1 to rle ale nA d22 9d 3f! a.t {f9 e13 {eT N.e aN rh M] •] a.a w{ r.] ISr I7.1 ]n {r Nd an al {ee re an] r] MA ]n a3 {O ]m ae W ffie m fat wa N] ]a t].o 1a ad r• laa a.1 ]• rao ai rid ]Ir aI as aZ as %3 nee a] aw L1 w ma as as Ina ZW f ftN r]e YA rd ae m.1 r% ffii ae of ar ae aN a2 m 10.! as ffi] ao IT.e as lat ra fah 9.a am ]e{ aZ R rie 1r lad 7W ad s nA roe I42 a1 ta{ too la{ r{a 1wh Iaf Af Ir 1 AHLt etl MeeldrW Lbe 9eawW 2m mess �s wi. 8'L1a vW. wu @duleKa 1W9ea araao Fd.Sblu v ea uo maven ea alr n:srel Wen aO ala PrNms '�MN etc Orou�m Ye Fteu]tm V�,m Na Bleuhsa of �� uNWa Aopsraa 8aw1(;A 9enr Kal a].s am) MMerCNp Fd>O]rialld P 2M 1' LVS SLAT bYl t• 1YY f' 1YlT S as daf OS{' ENldeneM ISN' fyf T 1-Y! fAl{' lall' i 1 � tiS b vb !rb ]AMNm Od YrnOGlNeaaeeONWOa pffiII gab ADb 18Yb rmb rNb rIN MIA WA rmb NIA fwb WA p16b KSb %ab {ANW]•1�a•Yh Od:IaIeMNN n0ewlnp PlaA W n']]OSMh O.0 IITI2ie AnrWOb/naR Alb ]rb MN WA emb Nab 1Neb 9eob fNOm 6Wb NY. TEo lb >rb !rob wrb WA �b b NM anb tab ttllb o.tl'Mh O.C./u1.14. hW.i'ffiAea f4O mlFtlp TP SI NWb ]ab MM NY 95b Wb Bob NW WA 1]eb tAb Mh WA 1]Tb am lb NM 1nb WA Mb u9b Irob alb Wb mob �b YAW We IS MA O.CIF aT ]rob lab NY. 11b FIGURE 1: FIGURE 2 FIGl1RE 3: ANGLE P MUST • • • • E USED IN PAIRS. FIGURE a: FIGURE @ FIGURE 9: • IF] • 1- ANCHOR CAPACITY AO.Ne'INENT FORMULA' N -)X ANCHORCAP,�, ).MICHORCAP.— MULLIQV CAP.-- c� PRODUCT REVISED USE THIS FORMULA TO OBTAIN THE'ANCHOR Cara wHh Me Fbmaa Cad CAPACITY RC-0lM7ED' CORJRESPONDING TO AN ACTUAL PRESSl1RERE0UIREMENTFORTHE NoA-e9 NOA-Ila :7-0630.01 OPENING. WHEN IT 0 LOWER THAN THE MULLION ENpimuen D..05262021 CAPACITY (FROM T!E TABLE) OFTHE SE r'= MULLION. IT WILL YIELD A MINIMUM ANCHOR Br CAPACTTYWHICHMAYSE ISEDTOOUALIFY MWn Doha ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE F—I25W--i TABLE NOTES: SEE SHEET 1 FOR INSTRUCTIONS ON THE TABLES AND SHEEP FOR NFORMATION ON LOADING. SEE SHEETS 14FOR GENERALERAL INSTALLATION METHODS. O 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENNO WIDTHS IS ALLOWABLE r Ij T111 r 1 I I I r I] I] ��,`.AO, .•.... Q/'� 3) MULLION AND MULLION CLIPS SPAY" ARE NOT TO SCALE FOR EXACT DIMENSIONS SEE &18r SHEETS 21-23 HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS * . Na. 58705 SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 265' I) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND _ Ir �:•, GROUT -FILLED CONCRETE BLOCK MIT(CMU) SHALL CONFORM TO ASTM C-BO. W0009WL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55 ALLMNLM SHALL BE T �AO'.ATE •,.o� VX T5 AND BE A MINIMUM OF.12r THICK STEEL STUDS TO BE A MINIMUM OIUOE 33 AND �( ORt. �isMS/ TO E ASCREW t.25•X 9.+aB'X.2a3'MULLION ri`]� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3EL THREADS BEYOND THE MATERIAL (1-1/4'YF MIAIXIN) 910 S i12 ANCHORS INTO WOOD MAY E STEEL 1N S.S. OR /10 S.S. A. LYNN MILLER P.E. FL P.E.R 58705 •• ••• • • • • • •• •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 88�8�888��888�88 m®pmpm93EMEM © ®mm®®m® m®mmomom©®©mo�mmmmmmo®omo®mmmm®mom©mo ®®momommmmmocamolm mOmmIm �t9mmmmmomOm mmommE3310 E mo®omomomomomo®omom©mo®omm mmmmm®moomm®ommc�omm�o®mmmmmmmmmmomoo m®mm©mm®mmm©moIm in �ommmom©mom©®o®mmo mmm®ommmmm®mo®®momm®ommmmo®®om®mommmo m00®17d1�m��®mm®mm©FamMIMME3 mm©mmm®® ®E3®mm®mmm COmm®®m®mm ®gym©mmm®®®��®0�®� 1®0�©©�m�OL�IMEMm E'er®mO®Emm mr�mmomm LURIA Eam00000momo®©®o®omomo®moo mmmmomm®mC2mmmmmo©cam®omommmm®mm©�o���� mm�������� m®mmovr1®oMm®omoMm mmm®mmmmmmmm©mm®m�����mm� m®mmmmmmmmomm�mmm����������mm mmmommmmmm TABLE 98 Mm4r Too OMIT FM OrM Nba INMN BICNob' Amlrlyp: 2h oonewN 3l3r Eb ltiWw+ WEbeulrn 4N: Caw 3nr r 00wm v EboUMw� yT wBo113mW IN'88 t"0 AUT4wm 3"O �O urm ' AEb AOY4+r ronr eaew l4S nzNsb emr1051 n:IbK BNwiWn Aeehbr Clp PabOv E�pbWY pN'. 3-I(C t 2d? SIR' SVY T b12 Y 1w 4W t S 4r I.Yr .N• 1-5n' 4Wi• rrr. ErelaRw lbl ld4' WI' 1-Y1" W1' Y 4Yf 1-w Yf Sb fW' 1.1M EN YNY Hlb 11]b lA4b YAOUTIIb O.GIlWWtlrOM�dF Pb. 14 HUb ]Wb ATOb BIOM 13Hb iUb YWA 2Wb 3Wb IFA Ibb xlA N4b WA MN WA �b ]Mb ttiRb IAiwlmaRw•1.U'Yh O.G I61aNi]bIlOb Fb. Yi 4Wb T00b WA MU 5Wb WA TWb Neb eWb 131Yb IA]b R AnMs•YIaO.G/RI v]ApN Ob/ffb. ]7 1Wb 1Wb 1MOb MAm 14H6 NN wA IYA wA µb wA 3Wb 3AWM.00M1•Mn aGr Ib.iW Abn Ib.IS WA WA WA fYA Q. WA 41; Trb INN ]W Id Y M ]Lb aPb IWm ]Ylb 1Wb I Amly/ffJb lbsl 1nb IWb YYSb 41]b ]9b lfb WA WA WA WA HIb NYb 34pb Y AmM I,IT LIM. 4.C/ IQ4 NOb SWb WA wA IWb FIGURE 1: = FIGURE 2: Is r- FIGURES: ANGLE CLIP MUST • BE USED IN PAIRS. FIGURE 4: FIGURES E ff:�] FIGURE S: ff•l TABLE NOTES: 1) SEE SKEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET M FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OPENING WIDTHS 0 ALLOWABLE 31 MUWON AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SMALL CONFORM TO ACI 301 SPECFICATION& HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-M. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 006.345ANDBEAMINMUM OF.100- THICK STEEL STUDS TO BEA MINIMUM GRACE 33 AND A4S THCK (1S GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36, ALL ANCHORS INTO METAL BKALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 5012 ANCHORS INTO WOOD MAY BE STEEL, ISB S.^a OR 410 SS. ANCHOR CAPACITY AODUSTIIENT FORMULA: x(ANCHOR CAP.,�„•,�.ANCHOR CAP.•o n MULLION ,,.. LBETHISFORMULATO OBTAN THE-ANCHOR PRODUCT REVISED o Mth tAe Floritl� CAPAdTYREOUIREWCORRESPONDNGTOAN ACTUAL PRESSURE REQUIREMENT FOR THE NOA-N°• 17-0830.0� H-2 OPENING.WHEN R IS LOWER THAN THE MULLION !/rylntloll 51YSl20 l CAPACITY (FROM THE TABLE) OF THE SELECTED _ MULLION. IT WILL YIELD A MINIMUM ANCHOR •Y CAPACITY WHICH MAY BE USED TO QUALIFY IAlun ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACHYTABLE u50'--tzw•-� 11111 IIII �ONY NAF4 3.2w m 50,Lo LICBN`yF "•. I * : NO, was �I } :O�•._ ATE I2 X32SX.t0O I. XIL4x.1W MULLION FOR MULUON FOR FElD-MULLED UNITS FACTORY4AULLED UNITS L`�]� u A. LYWUIILLtE'P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TABLE t0A MWbn poetl]Y Tea. UwM]) OPIPb# W61h OY YenoYNlpePeYp mab2) orOpenFq XNpht UbIIolmlYryaPYe13D nN1iYp) taF 110b %oF Nh wb Iep wF Nb NIM lnpnled PenYYIp TnATbY. YgnpAr Tp1aY9 PYIFmYr Twprlep. PYlrw«nr TwpT6wN. bawyYer T4Tbq. Tla6ey! tYN9 u... PYt -I 9 TrLo�NMO IMx326 PpwepNr Lrby \Yabo \NAp IYilt9 LrNFe M4Mq Melip IrJM Isip tP.iq \Yrp 1eN1y Mtlq` i.#31 pMm.nlb � ZY, S �• S �g � S 1 gg 3i 5 i i� € _ Sfi F .. FgS € _ :fi a SF Flfi 3d Tlamhif TIR F 6d i # �gd f8 a 8t i 8a 3 8 3 3d ft 9E 8t f ft § ft id F: 3S ft 3i fw 3d it fl 8t 3e Ft m Ym nai m lm.o IN +m.i m1 11a0 In Ina r 1 f fi% 1Ro m mJ cn Rafi lnf tna mt tma wo n9.e m nao uY n9.o m n9.1 m6 the ml 1ne I>o 1Re naf wo m.1 iN m.o m o Q» m.e tln m.1 6R naf Ta IRo In mJ Yn 1R0 Ne 1Ro nw 1n.e wD %8i p>! tml wo W.e Im tn1 fID Ii In 110.0 TY tm.o fY Ine Ilw mJ rn nae 1Ms Ine In ma u!1 no.1 IY nao nn ua.o 1Y nza m fR1 ns tae tm m.o Iw m.mF +R9 TT 1n.1 w 1Ro •e rn.9 bl tma fae nae a m1 ttv tRc m.f Im vao YTI neJ m 1m.a twr na1 IY 101 nm 1Re w1 n4.+ Tm 1Ri w1 tv] tTm ma wl um +n.i m Im.f Iu m.e Yc 11m 1mJ mJ f t RI ma Im.a ) 1No Rl1 mJ W. f.1 Y1] tm.f eY uu teu ImJ w W.9 %n na1 pn fni %n 1Rf Ib pzf Yn m1 iN1 wJ un m.e t6n wm bM Dne In1 us fN Ine +mo mf w Inf Ino nw m.9 lao tm.1 1]n nu Na me 1]m InJ nn nes 1RI Ima nR nfI im %u Ira «I 1R1 nn I Im n.f mo IYJ pm fm Iw] 1R9 YM g tm.1 RI IRJ m1 IRO t1Y lno Im 166J 1w1 n1.o tYR tw2 nY 1Y.1 lot] nl.l rot IY.1 two mU tH1 L11.1 M nY Um nf. m RJ 1NI 1a.9 Rf a1 sal «i n} 1fY INf 1b.f R.1 m m nM 11].I 1M m.o m Iw.! 1M9 Ip.R fw 1p.1 %11 n21 m t«e 1bI 119.+ /fie Ii2 tY1 loa) 1Y ¢f bf p2.1 fm w.1 lug Y.] m b.9 f+J NI Nt 111 TI.O n] 1 3 RM 112) N1 tl.t m lilt Nt 1Se we p1.1 Yt 1111 m1 nS Nt tw.e rll 19.1 NI RT ]Y 1f.1 Y1 w.a iR •6 of 1Y 41.1 Y.1 nln 12f M ISIJ nl Hide eN 11f! )R M.1 M 1021 1fil n.6 fN 91.1 )Y 1a] n1 Y.t >a w.0 d nJ nl Y.I Iw RI ml 1]e.T w 11.0 mt R9 RI R.I wM w.1 i11 LLI eK ]tf RI IIa 6e6 IA i11 fa] n6 ml fit 61.1 iw ITJ Ri na aaf 411 RI IfJ Yt XI Rl Q1 f» m ]a1 Rt nJ n1 630 by wA 611 wd e10 611 N] fiw Y.fi 6R ]L] bo 13o IN YI w ab M •fi IW N.1 In a] 6Y ]1} Yf ]21 sb aJ IN MM 1oIM RI If.) iw fw 60.1 Yt ItA 16a 4Lf I% wa IN fi.l Ye N.+ IY >Z! R.f Mi RT f16 N.f Iw 21.1 ml a.1 4w Ee ]n nJ 16e Mt 21.2 1F] R6 mf - 11.) Ye 41 9J 9J m ml ltlb Y.I 41 Y.i a1 Yf na ]m n.i NI 31.1 n1 ai w.i 9n lf.l Nt RS R9 Nt N.e in p.t «1 21.1 Yl I6} to In fal ]n m.1 lo] RI ]I.0 ]1! a.1 m !al >H R) 9n a.l afl m.l 2II R.> ]a 161 m If3 mt 16.1 I. 1V ]H f1.o at 23 YR 113 a1 tiJ 7?A n.1 7Q 141 ni TABLE 108 Mah6rCeptllY Lble Bhe) 81b 2n Gq[Yr SYCNR. DHT DnJ Mb]w W'93Q A1C Qo Fpw Yf 98 bcF RWm! enwe3 JI26NI YYe YneYN MtllorGp PebTi� p1P BYUecm Vf ¢earnfm UYNm Yt@nwtwpm YI'¢eUKm 2-1/S AW�aI 2 uerYm itp• Apwt]f% ? euwrllm)3fAw aY' a6( 6la l]e) i 0J2A' Mge:e Emeetnb Yt? fJl1' ]-YT 1yr 2M' 1,y1. T FW 1N� t.t/f tw 2 11q• tae' rYY YiyYf •4Tl'Yn O.C.19)YgeOVdeel dplf121 3oob 9Wb anb b t64b 2mb felb )Yb KV. wA �A Y2b Yfib Rb IMa3s•atAMtt QG I+Iwwq FrghM WlM.i Yob mCb IN3 IeA XN, NM l�BeY -- fiwb NIn. mob ewb lemb wRb Ynb ttXlb IAKIm •3'Ym. D.C.I (g2i3AmbpMl6tV.II JI6b ie0b fiwb %f!b 1-- WA WA MM IIp W� IYA WA 1ll/. WA wDb SARMe•o3e utt OC./MlJp. Mo.feP A]qf Fp1 NU WA YY WA WA 1Y6 inb n01n tRb Smb 1)]b tnml Yefb mob 1A%Mlfbp Pa 6) 0-. Iwb tab sYb eIIb 1]6b MY MM NM MIA WA WA Ntw] Itlb efob 2An[bw0tAC IJn O.C]F a 21ob ]mb IYA hY FIGURE 1: FIGURE 2 • • TABLE NOTES: OD 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENS ON USING ORAL INSTALLATION MEET [�=• 2) LNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE• 31 MULLION AND MULUION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE FIGURE 3: ANGLE SHEETS 21-23. HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CUP MUST SiIOWM ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. F*7=o 9B081T5 BE USED 4 SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND N PAIRS. OROUT-FlILED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CW. WOOD SHALL BE PRESSURK TRFATEO YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE FIGURE* FIGURE 1 FIGURE 8: AND BE A MINIMUM OF AW TH IM STEEL STUDS TO BE A MINIMUM GRADE 33 AND • STEEL LEAST BE CREW THIREA THICKAPD A58. LL GAUGE). iHALLSTRUEXTEND OIS THI S INTO ANCHORS INTO METAL SHALL EMEND T ELTOS SCREW THREADS BEYOND THE MATERIAL 110 t #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA; 60 fip C .K -) X ANCHOR CAP.,��"\ ANCHOR CAP.. � $ MULuoN CAP."-•n•I PRODUCT REVISED USE THIS FORMULA TO OBTAIN THE"ANCHOR :�p�Pblwa TrllE ptw FlYM. CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE NDAHVo •17-0690.Oi OPENING, WHEN IT IS LOWER THAN THE MULLION P.Kp1mom aeiv Sl26=2.1 CAPACITY (FROM THE TABLE) OFTHE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR / b CAPACITY WHICH MAY BE USED TO QUAUFY N ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 12W 1250' I rn r" 1t 1111111)ll 3.2W' azsD• v''':�C�,' yl..' Na 68705 6z. �0%STA .. �i ACS]'•F�ORIDA..•'G��: 11SX319XM4' 125'X3WX.AJ• MULLION FOR MILLION FOR 'N1A1L 11111+•` FIEIAMLLtID UNITS FAClORY•MUUED UNITS A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11A IIu11pn Cg101p•hM! BStd11) L>pllxV W#t+P]rYNNtdYePmB00 Ufom)aTOpanfnS lWlpht OW hpYalflysfemt0 b15xa) p: xb ran rob ron 1oa: t . Htn lwn AMwr Treyrbp. NeeYlWln TAnYK RrwipY� �� °i xl i�E t4gh Fe 6 iEE g&€e $$ i€ � =d 1€ $ i ?1£ tta1 ma 1xa @I mo +m Ime @I ub 1ma !» m.o us Iran 1@ tnJ 2 ImJ m naa we na! !x 1m.o em +1Bo 1n< 1m.o an Trod nod @Io ulr not nae v+ m 1m1 In.! Im 1ra1 In1 +m.1 m xl net nee +nJ wo m1 :Jn na.l m xh Im.o tx mn IH Ix1 w1 me fu m.o !ro nod oa 1xio nv Im.a wl nld Ins Ime m m Im1 Im rAl ns IRB axe na +m.a txl +m.l rya se3a: 1Ro M lma w the roa me w1 1me 1m na.o m +mo 11ro Ime m 1n.1 1Ha ml MT 1ne Hx rta.1 T!U TRa 161 IraO ]Ut tmd IN. x1 twt Sm 1m.a xl MM m.0 In +n0 I+Z Inn %i 1m.0 In Im.1 11+0 Tlaa tat 1nJ 121a 1n.1 In tml uN Ix0 M tm.a tfx nll I5f nOD aw mnr.e1 :tamw I+mR•e w 1A0 n m II 11mw}a u nn wm a m Tme n1 Im.o tan w me me mu nu u a n11m tan m.a Nmw maea ruJe %ro ml 1v n1s axe +n.o uTrrAA mn 1R1 Bro vad of m 1t e lm.a Iw me ilro nee H m 1me me nMtxtxt a10 Hl.e nw me ten uzf Ixa mJ 1wml 1v@n1 11m 12• m 1m 1 1 nu Nw m.l lw me Rx 1 9x NmIJS 1ffi nbRm mlo 1A0 1@ 1 e m %r . 1Ra 1 a 1MF lA1 lm taro mJ 1x3 Ipa nL0 m! MlI 1fN mJ 1%d o 12ef T@1f 1]Lt tw6 IfLS @x tn3 1m HLJ 1%1 N• 13] 1m MS 1x1 lit] Vm 11f At x1 lu UP1 R11 m] t7u 11M nb TAa 1%t 1 e 9n IRa n% 1R1 1116 N61 Hn iBa3 1N6 1]M UP 1@d 1D1 niJIn- I L%x Ql m Ix 1x.f 11W. +n9 ]e1 x.1 111a 43 !M RI 1111 nd !� 1L0 1110 ro] roa wd 11ro nJ ro+ w1 tt10 la1. Irl 4A ltm of il] mi xb LSI 1110 Wd m 11LA 11n ml tU e@ Ai Im Rf m fM na r11 to wa n5 xA M x.B In DA 1x ItJ m f1) PI %.e Itl TRJ fla tx3 m 11f Iw U.1 7,7 uJ w ISi Pl 40 6w 11.1 m !lJ M 1V 711 •J n2 xA m ]5.1 @+ 1ai ILt 101n 1111n MS rar r]1 xd P] ell IIt Iaa Tat Pt lw ml w0 m Iw w.r 4.1 m ]ro at] 603 m @} Pt 1ro 4! in 4a1 rn 46a 6@ TA It.l fH n.5 ip ]M tm n.0 a ]l1 w1 ID@' 43 M roT +m In 6!9 110 m x.1 @I all fx @.1 @I 4] w] nt Ib x.2 ax ]ll @I Y} 6@ ro.0 @1 @2 Ul ]!.0 m U.1 x! nA 4]l %.1 m tb T.3 1v ]% !IJ LU UA %a 21.1 IU -1 ]% lU Ra mt tr.] U3 •n ]n TABLE 118 MehprCtpI01N T�Mt Onll rtwuA uas ap]ve Arcwrypa tbNNle Y16'Llla Mlzm V�ElnUbcm aJaemt b1P Uen Usm ar+T Dw Usm NtlOu ouu n wrm `fro ui-vz Ne•!!!} wPOp]Ip 114 fYn lweem Irw onu A 69 Bm @OOIT Jm R1: tub t0lY %aslm Bunn Fwl x29mN 90e R1W m.hol CBp PMbine eq DelNae eN avr laT JT xvr iNF z 41H' !am• 4+H' z T a.x• +-a!' ex +bT osu NIb FmtrYnlrA 1bN 13f N'S 1-Ll' 1-N! NM• r41Y ]rob Lxb amb xtb Wb 5iab IM10.C.t SxaOp Oep WPl01Y Slb ]a0b fAb ro0b eMb 1MU 2rOb 2rox arob JHb WA WA WA xib e%b IDb RIM•1.Ta'W1OCI91as0ar P:e11 2r AmRN •TYtt O.G/(5 n5AtB11Cx]I Tin al ® MIT lwb 1rob MU WA mrob MU- 1N8b NU 61ob 5wb WA N/A iwb NU NU /0b MU erob WA %@x NN x2b MA eB5b WA HIDb Pb IYN 0.51'Yn OS.�U[i. b0.J1P Alm E4O NM IYA MU NIA MLA mr11Ab ]fib 1nb 9@A flab rorI FGW Tm al lwb lwb T6b tab n6b tOb llt IN lQb SOb 2Arcm1 1.tT xn O.CIF 2Ub ]9b NU FIGURE 1: FIGURE2 FIGURES: ANGLE INUSED N PAIRS. FIGURE4. FIGURE 5: N... ff FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA D.)X(ANCHORCAP., ,...\ ANCHOR CAP.. \MULLION CAP - USE THIS FORMULA TO OBTAIN THE'ANCSIOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OFTHE SELECTED MULLION. R W 81 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1250' TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR NFORAWTION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDUR OPENING WIDTHS IS ALLOWABLE 3) MIALION AND MULLION CLF'S SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE • SHEETS 21-23. HOLES TO BE DRILLED IN FIELD FOLLOWNG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPEOFK:ATIONS, HOLLOW MID GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM c-w. WOOD SHALL BE PRESSURE -TREATED YELA.OW SOUTHERN PINE WITH AN SO OF D.55. ALUMINUM SHALL BE S TSANDBEAMINIMUM OF.100-THICK, STEEL STUDSTOBEAMNWLMGRADE33NA .045 THICK "aGAUGE}STRUCTURPL STEEL TO BE AT LEASTA1 THICK AND AX ALL ANCHORS INTO METAL SF I EXTEND AT 1F1513 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL. 18-B I S OR 410 S.S. I IT X 3.I ' N M4 • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED amgl{� with tM Fb11N pldMiNS toQ� 17A630.01 MOA-N. ftpintbn DAb OV2612021 �.�a�NY LYNeyMi �'� N.. 58705 1F = "I)ATE NY11E�1.E. FL P.E.# 58705 TABLE 12A • mft. capay TrBM OWI•+p ImNII(Wlelc.01I, a n"Ili—)oropr+t#1E N4dBht(Ib I/fax,IMM.PartYR1 mlelorr) wb mW PF Pb1111 1Pb 1taF 11oF1 1mb TIWINWq. IMb+WH T.NaWN. It. Tnpawp. Lrda ar# N-ft2if}2a li.lomullon MeswpYr 1..ATrp. Isli RMOb Labi tarp 1a.ap Imp ,.raw Lwary {gL.mggV 1� M�jl alI�a i 1,1 II � , I! D � II if 1111 11 1 eP In. Ya In.0 Imo afi Imo eee Imo sw He Imo na Imo ea Iaa 1mn a1 Iron 1/P nao M, 1m,, ,tx 1m.o m Im.o - 1ma ¢1 Cb I= aw noo oa Iron qo P1 1mn 1zm In. sn un +ma wo — Imo +mo wo +mo 1P] Im.o ® Im.o mr Ima em 1m, to 1me eH 1m.o em +m,o ,mo m Imo Ioa 1ma aN 11- mn I- Imo T 7P Iron aH 1maHx mmsW 1m.r Tn +m, eq +mn aP +Taa to Iq Imo +N/ 1m.a m +ok Imo ew Imo Ine Imo om 1m.o m+ 1],D 9H 1ma >m rlor w Im9 ex +moro+ +Ion 11fe [,o Im Imo ,m] Imo as +m.o 1rq Iro.o xm n,A 1ov 1m.e tq, Imo IP] wn Iron en Imo tH ,mn 1re5 Ime m Imo Iza Imo m I o Ian 1 w Imo Isea +mo rre me Imo rP Imo Iam tmo w 1m.o fur Imo 1Hs Imo IeT] +mn IPe I® +mo IV2 +me m1 Im, nP +r] zq] +m.o +m qb ,mo en rmo tY ,mo Im, 9m Iron 1aN Im.o 10@ In. I- In. Im In. nq InII 11q ,w Imo 121. In. xm Ima 1xm ufa zux Ira, Ii qxD wl 1m, 1m 6 wb Imo n/ fm.o 7w +m.o fIm 1mA na In. Imo tmo Im +mo + ] In. nvaN +mo lawIea +a2 HN,mo +qo1 P ab nao +m no.o m Im.o +zm Imo ,® +mo 1/• 1IP Ixia Ims ,ae 19P +H.e 1w 1oS1I IPO Imo ISM n.9 ttm tut Im o q] +mo 1w Imo low +mo Ism Imo In. Im ia, 1m.o In. 1fi1 Iw ,m.o1mt Imo ,]w 1u] IPt 1— +na m7A 1r I¢+ Imo nos Nn To +m re2 m+ 1aJ tar n.l +m Ina +w/ a In. +1., Imo m +m.o Iv1 +ms me +m.o xn m.a nfi ri/ I]r nnx 11¢ rd 1>0 +n.e 11n ud ra9 w.e tw an +w. ¢] nw eeD +a nJ roP Pb Ilon +m Im.o ++4+ IY.1 1ve Iwo tar In.e +we +M.o + P 11I.e 1m 21 +emm wNlO m7n w¢af 1mm qY..r1 •ml mb +n.1 atd lP1J1m m2l 111 ,H ¢1m w9r eIJ tm wJ. tm fi..7 ro¢ 1He IwF loae m 1r1 N.I ma1N n Aw- n3 ea fib H9 HD err w.1 Hy H9q7TN 477 91r HA Tl/ w.] 119 N.e tm N.1 He /N ]C ar Hr n.1 ]¢ 111E w/ 919 t• 1W nr ¢] M N.5 In nl 7P qr eIS {T2 116 YA eP H.P TP N/ ell a.] Teb Y.a eP f13 iP ND ® 9n tla )1., Mt IIn tY a/ ql +ab 7e3 M NJ ma w n., a2 QY ltA Y1 n.] sR a2 /aa M] Al aJ 0Y aA na182/e/ 1s.e w 1]] aw IaT w 16d Ne TABLE 12B M,IPrcr rm. Arlo Fwe Tlaeeelsm v/•e:outran '^T °fO tea^ ale orowsm —mu vrmoulnew. w^as Ee ADPmerr v,T nco V FiPCMV vrgero APw1ex RW� .roar Hzawm Wr .aer MMor Ceppi mr fanU .1R at'r 1' -vz SLIT avS } I-ur +vr a taT roles s.bHr4en taw• tar far +ar r >-v ,.v.• 1-vr n/m 4:ib rob x N.rm ®A1T Wn O.n/[aNr, wciW dm pp 9mm snob /rob b +rob Oa ]S.m Nw )Yl,t Pam NW emb ,exm Pb ,.,gam•WFo.crsmmma.�.nwm9a wm ezm lamb ,— WA smb xdb Nu wA wA loa ib �m cs i9b eAMlsm,m+7r,anocratnrm Nlwe,7cH Ro-n rm �b rem x,. ,nb MM SIN Ib �rA ] m IA.mrl TWb.nGl ]15ApeOrlelp$ mlb 6P teDSb 6ANmnl T,m. O.C.IQI bdAr�tlpr e] ++rob limb 1 xWb XY .9 MHWTJ WA MM NrA ,uAbNM M.A WA w4b rob ANCHOR CAPACIfYADJUSTMENT FORMULA (OP ) X r MULLION ANCHOR ` USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REOURED' CORRESPONDING TORN ACTUAL PRESSURE REOUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACff V TABLE PRODUCT REVISED p1yhl� WIu a. Tmsw. BVOEInY C� NOAJIo. 17.0630.01 E.q.assrn O 0526/2021 �r Miem ro K NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 2{- FIGURE I: FIGURE FIGURE 3: FIGURE 4: FIGURE& FIGURE 6: a FIGURE 7: FIGURES: FIGURES: FIGURE IO: ANGLE CLIP (FIGURES SSa) MUST BE USED N PAIRS 0 0 [E m NOTES: TABLE GENERAL 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS 2) LINEAR NfERIKXATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE 250 3) MULLION AID MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONSSEE SHEETS 21-23. HOLES R BE OWLLID IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-ZS FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) 5UBSTRATES: CONCRETE SHALL CONFORM TO ACI W I SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT WOOD SHALL F 12 THICKRESSLI F-TRSTEEL STUDYELLOW MINIMUM PINES 33 ANSG OFU.55, pX/'X25'MULLION ALUMINUM SIWL BE 60mT5 AND BE A MINIMUM OF .125 THICK STEEL ANUDS TO BE A MINIMUM GRADE 9S AND.04C THICK SC 8 ALUMIBUMSCONFORM TO5 AN C40.BE GAUGE). STRUCTURAL STEEL TO BEAT LEASTAW THICK ANDA36. ALL ANGFIORS INTO METAL SSIAIL E(TEND AT lE0.5TS3CRtlY THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL IBa SS. OR 410 S.S 2.000' 4.000' +Ill rl `\` aO�`( LYlyA 4 i ; S :'' UCENSt: • C( �+ _ No. 58705 ' p ' I � "I O� .. ST TE % �S' ,. LORID?.•'G\�� rl is/p •.. ��`1`\� 1 NqL AL�I(lhI MILM�EI21, P.E. FL P.E.# 5570E •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • •• • •• • • • ••• • • • • ••• • • • • • • • • • • • • •%•• •• • • • •• •• • • • ••• • • 11 r a W N if 11 if s U �o ZO W x J N N y F g (a O 0 m 2 O i = 1 4L 2 N a N a a 6 Z N B N LU X b N A t• ¢ N Z _8 m y ANCHOR CAPACITY ADJUSTMENT FORMULA: to a' TAB E 13B A rA G T. ( ANCHOR CAP.,e,�. ANCHOR �.� (D �iX `Ml1LL10F1 PRODUCT REVISED USE THIS ATOOBTAIN RRES ONDING DR TO WI OA eevplyFq wIM IM FNMOY •DINBIp CoO• CAPACITY REQUIRED' CORRESPONDING REQUI ACTUAL PiIF3Sl1RE REQUIREMENT FOR THE NOA-Na 17.0630•U7 OPENING, WHEN IT IS LOWER THAN THE MULLION E, Jnm DY Deb 0512612021 CAP. (FROM THE TABLE)OF THE SELECTED MULLION. IT WILL YIELD A MINYMIM ANCHOR •y CAPACITY WHICH MAYBE USED TO QUALIFY MI YtlY u ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE F•---20W'-1 2X AND ANCHOR VAI JES AS THE STANDARD CUP. NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN TABLE NOTES: 1: FIGURE 2 FIGURE a: FIGURE p: ROUPE 8: FIGURE B: FIGURE 10: FIGURE 11: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES MID SHEET 25 FOR NFORMATION ON FlGlll>F LOADING. E IOR $ION METHODS. � aONY LYNNM AAi 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS ABNA7R OPENING WIDTH919 ALLOWABLE. IN RPOLAT ON BETWEEN MU L LENGT &�• [fl �] ` Qom. yp':/((��� 3)MULLION AND MULLION CLIPS NOT LNG DIE SIONALOR CT RESTRICTIONS SHOWSEE N ON FOLLOWING DIMENSIONAL RcSTRICTKW3 SIIOMIN 11H N0. 5B705 I - *' *� THE FIELD • 21-23. HOLES TO BE DRILLED IN THE FIEtD • '� FIGURES: FIGURE B: RGUREI' SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS ANG E _ ' p'• �' CUP A) SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS- HOLLOW AND GROUT -FILLED : [(/ '' ATE T1A: (FIGURES CONCRETE BLOCK UNR (CMU) SWILL CONFORM TO ASTM G80. WOOD SHALL BE PRESSURE -TREATED OF 0.55. ALUMINUM SHAI1 BE Ti083-T5 AND BEA MINIMUM OF.125' .(� (<` '•:�ORID?. •'' o-,) YELLOW SOUTHERN PINE WRH MSG MUSTBE THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND."Y THICK(18 GAUGE). STRUCTuRALSTEEL TO F] ,SS�ON/�"LL'�C�G.• USEDN BE AT LFAST.t25'THIG(AND A36.ALL ANCHORS INTO METAL SHALL IXTBID AT LEAST SCREVT 2XB'%S5' ALNeW MIW+EfLtP.E PAMS. THREADS BEYOND THE MATERIAL. #10 i 012 ANCHORS INTO WOOD MAY BE STEEL I&e S.S OR A10 S.S MULLION FL P.E.# 58705 TABLE I3A NuBi•nG D TehY OPpIIYq S+IIltll fllYw10nBf•a0sri10 mlarle)er HNaN(IDr fDAmIMMq•rBIU Rp�Y) mF NF BOIn tlOF tIDF 1pOF +BOF RabpOe MF iwP'Ri•6 Rw'NIv1rt MF TlyRanp. RWaOe tAplill ildMFa. 1//Olq RwfRb M/lw 1+aD/Y4 talg� RIDmiDBe TFTJeq. IWro IidnPBe lal® TaYDIYP lale RllbRyr IeOtrq AyIMYq. le/lq N6YPBY LOnO TayMep tatlne RWpOY lale 1YNIBpro lD/lq 2afi]8 lalY tud'��yyp full l//lq fill, La/q gtD�c 3 �g� € �d � e.l•D1+ � �g 3g g p3PL� QI IA.O 1N 1R0 qt iT0.D B• 1RD BM tAd BQ 1m.0 B10 1R0 1118 1 0 QI 1m.0 12tl 110A 6x1 1Aa IIN fR0 4+ 1A.0 tm 1T0.0 MI 1AA 1DQ tR0 QI QF 1Aa Bm 1R0 NB R0.0 B• Im.O BN fAa ttm 1m.0 N1 Im0 1215 1R0 B11 1A.0 INT 1RD em im.0 11M 1R0 BM 1m.0 tom ImD pID 1m.0 SdR tAA N0 NF 1A0 10p 1m0 Sat 1RA itl 110.0 110.D 1aN 1R0 1pT 1m0 +W fA0 1N +AA tm1 iR.O TOB tAd mQ 1m.0 m0 iR.O 9N 1A0 ]Sp xBmF fAa TO TAD S9 fA.O BID 1RD Nt ImDlptl 1R0 M tA0 11M 1A0 7b 1RB ea 1R.0 •1 tAA m1 1m.0 an LAD tpN 110.0 •1 NF IRD In 1R0 Bit 1mA fb tA.O 'Bn IT0.0 11H 1m.0 M tA.O ti 1m.0 m 1m0 Hal IRO en 1A0 IMl 1RB eb IRA /0• 1R0 In tmD txtl ilOD m 1m.0 1NT 1A.0 BN 1R0 ISN 1RD oa 1Ad 11I1 1R0 IDaa 1R0 9m 1xi0 lam 1A.0 N1B 1m.0 A0.1 1mA m9 iR0 10BD •F 1m.0 Bm 1m.0 m1 tro imA +>OT 1/40 B• 1R0 - 1R0 +Np ImA 1m In. 1R0 1Dm 1xi0 1M IRO 1t9 IRO II.91 1m.D 11B 1m.0 xtDD 1A.0 11H 1A.0 Hlp iRD tIT qF im.0 030 1m.0 1b 1mD Clip 1R0 6 •F m.a n� 1m.0 m1 Ima IIM pw.+N. alx oweW. laa. Ilm.tmu Rl.e aN wm Y.m Y1� WEbe_Mtteon WAOObN1p�w YtY EIm 1 /10BMI /taped R13 pIM AMWTTOY Y HDwa Yt Dm YY 9ro Dlr/emB Y1Y Bp/IYrom puw'NN Nwln) m..1001 MNNCIp PettelY/ fOp nsmRpii 1' }VI }t? 1VY t' tlm - +• }1Tl x, }1M Y O.tl' D.CC O.pH' Eme.slex PnT ypN. t,W IS'l• T NM' +nN' +- TNb t-Vl^ 9TOb alb b Stib N2•b SeOb 2Aalw� iY L+F 0.G /BiNetlmCM DI/Irm.latt aeo m06 1'IDb pBDb 1Wb IIOb SNb 2p0b NOb aNb lOpb 11BBb Nlb TWA ttmb 1Wb BMb Wb tfAh ADDIWI•lpY pYi D.c.l9Yro/0 b00WDb0ffa D[ O AAMvI tSf p1Y.O.c 18YnaFIDrOYdIQe O'D.R ]pOb ItY1► fl0ab 9D1b WIOb 11IDb m056 7atb WA WA NOb WA NG 10Mb 1pOb ]tlb IYA BIDb Ww BQh 10Nb Bltb 1110b Mpb HWb +lIDb Amvl•YMn OL.I D135A/B/t%a1FA_Sk A pwm•YMv R1131+pf GP/IffiI.OD Buusp•tS mOh 1SpOb mob fYO e� dmlb +]DOb tvdb IDb 11Nb nptb pNb IONb r6b tIDb WA WA +5mb 1tA0b 1•mb WA Imlb WA >�b tYOY ]N� 1651b 19Nh Q wn 0.cIP1h3AnpY La/ffq Tl: 1.Ob It00b MDb +WA aleDb WA WA f]a'Ib WA WA WA IDI. IQOb pAMwF•1d1: MYL D.c/LLCip. tto.tm'Mn.IFq. pl: WA WA WA Ww WA WA WA wA WA WA WA WA NIA IDO1b pAMv/ D4•MF. D.c/LLOq. wD.1m•Ar.ffqn tO[ WA SBOb WA WA EDb WA BIDb WA iB1Bb WA ORb IDOb Wb Ttlb pDBb WA NBh Ntb Ntb SpDb tAMM/l •I.pY 1An. D.D/FDe Otl. IANYa 1.11'MF. O.C/Fabff411): p00 ADb tIDpb WA AAb pQb pMb 11IDb • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TABLE 14A Me•On W • Table PmA OParangW ( ��N-�n+lem,lnfe)oro#-mg NawRatHrronmmn'marrlre eon lmn Iameelart lnpra.e Raa+ro+e Tnn're.e la.aae laeni Is.be INEaps) >mF P�Cs1•ee T1eT^te Iabo Iadp wn Id�iao 1� i tmn �IA.ba Le.aro Reeawla n.cRlea la•glc @F RSOUPa taae n.✓Tlra 1,�a'le .An RwdWt ld.se TOdT•ee. ta.gle es R•sellPa^ IAwae a*edNae Ie.e1e 12r A2I1• I le Tema•t taste S��ttt� iLa•e nSl nlAwual n1 en tu.2 sa 1n.P a eP.I eb 1Oe Ila 1PSP aze tx a IRt ® txa . mt aze 1x1 n rz1 an tx1 • ent aas 1M.1 nt n.e em m aw au u.1 me au un ege Loa 1P sae Iat MT as aA eP1 ID] eu In RT em Al a+a ua IaJ ne aw ed Im A.a aw Im a ssT s@ as m @.msn lna am Ad ens m na au A' ue Ma ns .11 2N 1 xa a@ esa m a. a@ a1a ns e.t m aIe 2t2 ate Y.1 ate MF al.e Lae ate ise w.l 2A 21• baa It2 ala 29 •a2 61 ZA 211 Ila aE] at1 Zd @.T NT ffi 2W QI ata Zes ate TS 2a1 ]@ ..1 Ird affi fee Wg Ma 2a0 Aa xi a1e Zae Me Ma 9m ]M 7d9 lea Tla •.1 Q2 21s m 242 P.T ]M Z2r13 @1 AIIOS ZN Lae >• a2tOe @2 arzss0 ZD1 1toM JWn nn asF QT AlIJ 2 ee la T 12 91 u • 1T 11 w 2 29g.a3 t@ iTT rzn tag 1A aet La 2t1 IA 326 to t>.B 1A IPJ M 1s/ lA w.i 11a AF Me to Ya] t9 tat 10.0 tab 1A2 tat ti0 IL 1@ ass me 1@ tat ul ne tae TAB 148 AneNa GplMpITWM 9lb0Ec 211fMmR 9.i farc. ghe'Et0 ltIOF U WSa EtO SATEte FgeOPllll 1.68 EIe011041a OTWaO M2 gieK ie1a60N Arch HK S1SFm IAem N�ol�� Wsm ]nSEtOUmea WEts Ultlm AaPe0aN �m AtpaPM Y.arfGa)9ewa(� aaa aal MehOTCIP P11Ynw EOge bgmce(n1 T N? J-Yg' }V! t' }t2 ?T }YT 1' T S P!' Lag' as* 13T Odw' ales fN>9eca as 131• tbf 13! taK 2 n1' Alf 1-w AQUA T®Ys ila lte eeOlb t@i0l �b OaSb w@ar. IAclee TWA 0.C.l >[SArye OOel i1 la0m 1e0 as MOb FIGURE 1: ANGLE CLIP MUST BE USED IN PAIRS. TABLENOTES 1) SEE SHFFT 1 FOR INSTRUCTIONS ON LASING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-1 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENNG WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: DON METE SHALL CONFORM TO ACI 301 SPEGIFICAT70NS HOLLOW AM GROUTFLLm CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM OaP. WOOD SHALLL BEPREED SSURE-TREAT YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE AAX3-T6 AND 5F A MIMMUM OF.12r THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND A/r THICK (1B GAUGE). STTIUCTURAL STEEL TO BEAT LEAST .12r THICK AND A3S ALL ANCHORS INTO METH. SHALL IXT@10 AT LEASE 3 SCREW THREADS BEYOND THE MATERIAL CO g 912 ANCHORS INTO WOOD MAY BE STEEL IM SS. OR Ale S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP..e.�, CAP. (DP-) X ( n aZo o MULLION C/8.-f-w)aANCHOR N No4 USE THIS FORMULA TO OBTAIN THE*ANCHOR Y Y CAPACITY REOUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE • m N OPENING, WHEN IT IS LOWER THAN THE MULLION 6 Z .y N CPPACRY(FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MNMUM ANCHOR WHICH CAPACffY WHICH MAY BE USED TO QUALIFY b ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED Phift e'Himr I MOA-11o. 77-0630.07 Et<Plre•Otl it-0526/202.1 •T1-1 Mbm ucl Cs1Hle iflit I--tsar—I 2.125 1111i111 .11a�N' cFif NMi� '; 1.(INTEGtA FIN MMUWON Ne. 6B705 � (INTEGRAL FIN MULLION) ` * ; ,* pO,�' ATE �.:lV�- NL L1 / A'IIZILZ" P.E. FL P.E.# 58705 TABLE15A M.N. C.p,,ky TAW QhAIR' Opwft WIONI (AT wDOY}ip•r8O IniYap) or OpwbV HA•ik OPT toAmr/eb1P•TI1• mam) 14. 1Wp WF AF Wln ICON ffih Ra1lmpOf fAaoDm liyTrp fmm. Nmpr Ia.io TAp�DmN. 19niDv p¢Wr Imwq TiWTMO. IAaio Rmrir tri�yo Iabm Laeim Imo lriM Ir30 lsiO LVJq LrilO Tarim LOMq Iv-prrrd 325'30 BAYMILL f£ { IM fA.O )N 1A0 IA IRO J® iR0 0• 1A0 I@ lR0 010 110A 1110 tA0 @1 lR0 1MD 11a0 Oit iRi 11• 1]0.0 pYl 1m.0 lA0 1AA 6% 110.t 1]tl 1R0 @I Qp MF ITaO 1T0.0 ® i• 1704 IA.O @I 1A0 pW 1A0 W 1T0.0 t@ 1R0 iW 110A N0.1 fA.O I% IRO ti tA0 OTT 1 D 1417 IRO MD 1@.Y 1aII 1T0.0 pW IWA 1R3 IAO 6• 1142 1ri9 1R0 tA.O •D lm WO fA0 ATt IAD tON 1]0.A ON tAD 11• IAO 7a IAD riN 1R0 T(I 1612 1NI IA.O TSe 1YD 11N 1R0 Tx 11TA 1NI tA.O ]ie tali 1W A@OF t]a0 71T iR0 pM IRO IaW 1A0 pT] 1N.a DW 110 i• aJAi 1JM fA,O •1 IW.1 1>@ tA.p •1 9D2 1M] 1R0 •1 NF 1R0 IOI fA.O Mi tA.O 0Y 1A.0 pil 110D 11N IAO IN IAD 19a tA0 im 110A .0 %S rit 1%O f1a1 %J W h 1A.0 m tA0 AI lA0 106i 1 0 lii 1 P 1M0 110.D aR 110.1 12f0 1R0 iN ffi.I fiN t@A 031 tA.O I%O 1@t iM iTA tYN %a il3 lilt 1tl.1 11W ffi2 iA tA0 ]N IAD 111i 1A0 IW 10aY 11W LOCI iM Ii1A 11W 1p10 %1 11iA 11W 1119 0• 1Oa1 i1W 1i12 O• R9 11W 1T91N.1 .] Ot A.1 ItW ffi2 MO W.] 1R0 iW 1Ni a 1N.3 Lae 1A.f rW 1-leN 1X1 av %1 tNe 11ai iW A] ION 100.4 @ •.a fai 1.2 ni W.1 tON 1002 %J WF tA0 R1 IA.O i' 110 1@I ION 1Wl 0% tAA tOb iW 1W.0 TII Ai m a0 AA OW T• N.T iW ]02 OW W2 iW Ra OW 110 OJO R1 - SAp 110.0 R AI 111A R0 tX0 1N 100.0 iW 110.i TN XO lli pY N9 7A Q1 @1 1i.i, Ti0 @1 NO JT.1 m0 - OT] AF f1O.T 190 tA.1 OJO )W 1•A 010 OSI 1J0 •i Ii0 ill Dab 7m IV W S09 ]ED 7W 0a) 0• N2 TW •A (AI •D 1m 302 W Xi ]W W.e iOO AF 1fOO iW 1113 •i AO X1 all A.1 iW 00.O •2 ]a0 IT.1 pil AD WY RO OW J1.0 IIY 0• W.1 aei sti 4% NA ee Ml 1i] 111 O@ Ala tl.l a@ NI Ni Jal O6] ID9 se W.O 6W •3 1@ 2aA eW Aa 1N aA •p •it R1 pP.1 om M i1A il.t IN N.a IA %A 121 1• N.i iR A.1 1• Oil 310 1• m.l 110 ii.] IN ]l2 1• Xi 4• b.t 1W %] NS >D.O ]il tai 1r0 YSO Al 1•F Il.l IRA OW N.t 'J% >ai J% J1.1 JR SI ]% DA >T >li a% Ml BI.O aF ai SA ilA ]% 1i.T @1 N.I •1 1i.1 Np 111h DOA ]A 12 av aiD SIO Ji.O aiD 19 am MA M.0 )A AJ >m YL! 99 N2 >ro 20 afz 1J.0 ]A 1a+ Wp tAF ]0.1 i17 W.i xN Sa 117 YAA MI i1.T all as m 140 %] I09 ZA Ial a1T P.0 3lD INF 1].e zm nA Joi FrPAcm ADIu TABLE15B A.0 CA TAbh v IIn1r WV FIIIOG01 PTYrY Inm 8N1rm AmOv MNor Cip P%Nmiow 2.rt OmHl1 a/IT EJm MOaan iAa Gaw. b1C EhP yEr lAOmoe 1K'Er llbarm llFcan IH'Erl,�tlm tH'ai Eha Apt by Mm 1 'ta Elm AgSlab >f �a1r1 fml OI1AW aDw+01) 9Miue1 Bsw lml EOOr IJwmsIFT 1' bta' 1' Y-1/Z J7 T EmmOnmA M1tl li4' will' faV' 12II' HM 1.1K' 1-1H• 1.1N' Y1H' 1Wr Otlr Ntr NIr SWr : Amra•r "/ Aron rAPfltn. tJ %Dr JrDr IWb itlY 1]Wb 2]0r •Or 351b Nr TIr ar m �r 1 ,plrL tmb m10r 2- we b wa IOY:b aTIM � oo.RIa e NWw v�.c �mbs P�m�6�t0. wn o %�Oa FIGURE 1: FIE] FPMAE2 F -1 r- FIGURE S ANGLE CLIP (FIGURES 13) MUST BE USED N PAIRS. ANCHOR - '- CDP-)X/ANCHULLORCAP.,e.,�,\.µCMOR CAP.- `MIONCAP.--/ v 2 a a PRODUCT REVISED Plyulp JriN 19m FIO1tln USE THIS FORMULA TO OBTAIN THE•ANCHKXY CAPACITY REQUIRED" CORRESPONDING TO AN •ONOrO Coln NOAa10. 17-0630.01 ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION tl TMmOsn8n021 lKgn on CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ■b ADD ITONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET' 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXSHEETS 21-23. .125- ACT DIMENSIONS, SEE SE DRILLED IN THE PIFID FOLLOMNG DNENSION RESTRICTIONS SHOWN ON SHEEM 21-23. 30• 111I II llIIG ' HOLES TO FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS- 3.250' '•il ; +1k : No. 5B7D5 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMII) SaIALL CONFORM TO ASTM G80. WOOD SFWL BE PRESSURE -TREATED PINE WITH AYl SG OF 0.55. ALUMIMIMBH4LLBE30&i•TO ANOBEAIANIMUM OF.12T (/,F` }7-a :- O:= YELLOW SOUTHERN THICK.STEELSTUDS TO BEA MINIMUM GRADE 33 AND.WO•THICK(13GAUGE).STRUCTURAL STEEL TO BE JMSAY ANCHORS INTO METAL SHALL EMEND ATlFA6T3SCREW THREADS BEYOND MULLIONORION. �0,�. SATE :-(v�z LEIST.i2S THICK AND A38.ALL NTO WOOD MAY BE STEEL. 184 SS. OR 410 S.S. SS�ONAL THE MATERIAL MO It 012 ANCHORS E?�`� A LJN IVIIAL R.P.E. FL P.E.O 58705 • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TABLE 16A •uDen C Tabw NR` 0PWgYN0D10Dry .wwwaTit ra mAYs)elr OpwWpIINYIa (br1+DI®rtwFWY*flOeta) wF AF OF wb 100b 120E NOF 1wb wF paYp4 Lull T+Mal4 Lba]Y 141•Wv Ladep Tnpnmro LSBa/ RaW/pel la•gg9 Tq'TaHI loll � tadggY TnPnM/. Lotll PcYtPL Is9iY 11N01R hall ILWbOr Lull b4'wY LAY MMPk 14'eb9 Lbll �PaE Lm'V Tq�O lslq Rxbailer Intli$i TINTa�Y Lll#1 336'#i DBaAL {l3r Muu I d! � �� 1 12 � b@ � 111 g$LblV Till! yg j ® +mo as Im.D TN +m.a ae Ink $� we �1� Irae m Ln.o eaz Ina He fmo nm tna M+ Im.o 1zw +m/ at Im.o fYe tTaO m 1mo Ira 1xio im InA 1sn 1xiD m Yb ImA aw tma as Imo aao Imo nb 1ma wt Imo tza 1]OA m tmA tan 1ma aw wzr 1wr 1AA wa llas tar 1ma wa 1aJ Im Imo wa Yb Imo Ae ra +m.o Imo rn ew m.o 1m.a aw w Imo 1n. en 1 — Tow Imo wt Im.e tIw Ina rn Tma 1Na 11no Tn HAD 1Yl Imo Tw HT.t 1w2 Tmo Ts 1m1 Iasz Imo rs noA 134 Im.o ree wAIDF tn.o I1w 1ma TN 1T0.o 11m tna am 1raa tYt 1)0J w> Iw3 144 Imo us 1m3 taw Im.o •+ tfe.a 1Ys tA.O ew nJ Im 1m0 ew wF 1AA m 1m.0 a12 1n0 ow Im.a aN 1mD ow Iola Lies tn.1 os w.a HID/ In1 tatt m.e 1>m 1E/.1 ea wF Im.a Iw 1m.o nI 1m.o I1m Imo m 1mo 1No Imo m 1a.1 Ise/ tmo wl In 1]w 1mn ew 1ar Isw wss Im.o /m Ime TY 1n.o Ins ImA em 1ez/ tta Imo w0 Iae IM Less /w 1mT IwT Iae /w 1N.o IwT IHS ess eao 1NT Less ew HA 1NT iaT ew n3 I2n 1ssT exi wF H• Imo ew una nw IW M IVA 11w IpJ ws nu nw fma ate IwJ nw Imo wl wa nn u3J m Tu nw uu en we Ow naa ws g wb Imo rn tm.o rw ImA wa 1.. l e2eewoo e T w o wA Les n.T +wo nA Ac aoA Imo na rw f nF +atJ A+a 1r.a m +N.T Imo +HJ sw 1IM Two m3 w me wa •z ne mT Dw M3 n/ eT3 /w ma na Y.I fw n3 no YJ wa me Toe mb rn.a /m IYe m 1HA am Iaa Tm w.I eon 1or.1 mI ea/ an /s3 TY me rm s3.a wt nl wl esD wI aI •1 w.l wt w.a en sea ew w.T nz a nF mt na a9i aw Isza wa tN nl iou •e aw ew nzs m1 ise aw wa w.t wl ew as w.a ni ew m.l wa aH as w3 sal ns wa uo e• we sr n.l ew sw N.! aw Hs ale ID.s aw wz wI 2se e• w.3 wr wb Y1 ae w YD ]TD ON n.l !m !w mt !A nA x — !w N] aw 3aB W MD we ID.T M wF tla2 6w m1 101 60.a wa w.t l• aaT !w StA ar 3w TTll/ ma ]w 15D He 1aD 3w twb lT9 Ile Y./ lH m/ lle 113 31/ H1 lle m) 1n IDJ aY 31a ]n me 11/ mE 8R n. 118 m1 m m0 Ne 1nF ll.t Ys Y.o aw se la n.a an s1s m ae m 2eA aro a.1 sn ]IA lza ID3 aw ai ax 3Lo we AID ID.T >w Ise Ys Iae aY 1IDb NJ wl AS n1 ID.I aw IDA 7m Ne ]el ]S.a 3n 21.a ael 2L wT 1M sw IDS 313 17.5 3H 117 IHb zaz m1.41 as I Iae 2w TABLE 16B Anaa.a TaaN "' zm mlall ae3 a.c Ib.vow eeFm tlIe•6m wl.e cola A•aS FyD tApOlyb PrAba Howes N2aMl LI.m ett wsa MChOr Dip PaaDRlt Ader Tyler y1w LM lAasm tA'fm Wsm U� HBO YK'f3oYRm 1A•Emlbem Y P s11C T eosM wA aw' !ales p!) DSY Blnw10.11 D.AC Eaal Oywq s1Tr 1' ?t? saY 1 2N!' +- MIT - _ I.UI' T I.YC 1aV' IiY' INN' W b Y1K Tm 2BDb ]151b Twb' alb mb /wb 7• b M2b aan O.GlPiblAMb Ob/6a11Y ]tlOb ]wb wOb wJb ll l Aleb •eS MYL O.G 11T1ID5 Aaph nlplp-a. 2y rwb nDb b MID bs :Sbb HDb NDm 11Mb taa/b rY IDt wDb Iamb Iw30� aRb 10ab wSIY 132eb b ®b a AMHI 2T1'ww 0.41TL 3lANeLyLlfl A t tmb M06 slab aHb wn HDb FIGURE 1: El [:D FIFIGF117-- UR FIGURE r l [� ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR WSTRUCTIONS ON USING THE TABLES AND SHEET 25 FDR INFORMATION ON LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION MFIHO03. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MOMS OPENING WIDTHS S ALLOWABLE 3) MULLION ANDMULLIONCLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21,23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. A) SUBSTRATES CONCRETE SINLL CONFORM TO AC1301 SPECIFICATIONS. HDLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAO. WOOD SHALLBE PRESSURE -TREATED YELLOW SOUTHERN PNEWRHMNSGOF0.55.A INUMSIAUBE6053-T5ANDBEAMINIMUM OF.125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045• THICK 08 GAUGE} STRUCTURAL STEEL TO BEAT UEAST.125' THICK AND A36. ALL ANCHORS PITO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 S #12 ANCHORS INTO WOOD MAYBE STEEL I" SS. OR HO S.S. y W�L Jo c 'o LOU' 0 Y � � W _o L) ¢ o C D. Z['O G ANCHOR CAPACITY USTMENTFO A0.IRMIRA Qj y� d�oQ ANCHOR CAP.,—.,• C (D elx �rnuLLK1T1 cAP.�..,�=ANC1pR CAP PRODUCT REVISED USE THIS FORM" TO OBTAIN THE'ANCHOR ��� PC�'11'13N U1l Fb CAPACITY REQUIRED' CORRESPONDING TO AN NOA- . 17-0630.01 ACTUAL PRESSURE REOUIREMENT FOR THE OPENING. WHEN IT S. LOWER THAN THE MULLION BxpinOen aab 0526/2021 CAPACITY (FROM THE TABLE) OF THE SELECTED {Y MULLION. IT WILL YIELD A MINIMUM ANCHOR •lam �� CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE .12s14 = Q MULONSBAY : ATbA.TSE i�e(`_•._AT ronN .'.e��: •• ••• • • • • • •• • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A -i 1.000- (- +j ICW r-- 11.121- .125 2.OD0. 2000' 26' 37s r T 1'XrX.12r MULLX1N 1'X2'X.3Tr WLUON 1WWiTe ALUM 40e1T6 ALUM. %.SECTION %SECTION •1I� {-j �-.12r STANDARD CLIP 2.000, BO61Te uuM. %SECTION ' 12S f 3.12S—�j CUf HERETO 375' .375 _CREATE FCLW, SEE API. M.LPWA=WIW.M DETAIL F. SIIEETA L_______J A CE MUST LIE TO-EW NDARY. SEE SHEEf511T FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DMLffTQt ANCHOR ONMETER+1l1r. 3Tr �, I MM. MIN �____ ______T___________� 1 I i I i fi I I I I I I I I I L C oPF3Er ctP e0T ALUM TOPV�W 11.OD0•"1 -1 1.000• r y 1.000• 3.125 r .1zs• Ir Ra— .3752r m• T T 1'X27r X.3Tr MIA.LAN 1'X2.Tr 60• X.EMUWON T%9.12TX.SMULLI NI 6D81T8 ALUM. 606}TS ALUM. 40e1Te ALUM. X4ELTION X4ECTION %SECTION -11- 125' LANOLE COPALMA212r 2DWECTION .125 X SECTION .125•� �-I .740' F- £1 81 U-CI1P T.�3 e3e1T4ALLY. TOWEN ANCHOR OLE MUST LIEITHIN THE DASHED BOUNDARY. SEE SHEETSIIT FORTHE ANCHOR O.C. TABLE B DISTANCE MAXIMUM ANCHOR HOIE DMMETER:ANCNOR ET DIAMER. "S', H-1.25V-i --t.zer--I 12S 3.iBr 12S' 2.1I76' r� L 12S '- T 300• T 12S %318r %ter wLLx1N 12rx2.11•X.12r MULLION 6053-T6ALUM R Te ALUM. .SECTION X4ECTXIN ----.37S MIN. F•- r 33ANGlET8 CLIP e0ALUM. TOPVIEW CENTER OF ANCHpi HONE ML6T LIE WITHW THE DASHED BOUNDARY. SEE lYIEET5514 FOR THE ANCFIOR O C. DLSTANCE. M4ALIUTA ANCHOR HONE DMMETER: ANCHOR dM1ETER • VIC. Mull pm.rMlon (811eet M) PGT P.rt 0 Mullion S16. pip OOmtalp U•C1Ip ArQI. Cll 1'X2'X.127(5) 66805 OM 13M 8861118M SM43M 666511M 1' X2' X.375- (6) 6680W 666114M 6881118M SN 244M W012M I'X2.75•X.375'(7) SEW ONI15M 6861120M 668245M OW13M 1'X2.75'X.650'(8) SBBOB SWIISA1 6661121M 8SS246M SM14M 1"X3.125'X.500•(q) aMIM 666111SM 6661114M 886242M 666515M 1.2S X3.i6r X.26r (12) 68641M 6681717M 8861113M SM41M 66651SM 1.25'X2.11'X.12r(78) 6W70 WA WA WA I 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 58. 12 8 18 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS S ANCHOR O.C. DISTANCE 3) SEE SHEETS 2 t FOR GENERAL INSTALLATION METHODS. Dlrrrmb V.lm(In) For Mullion: A 1 1,625 B 2tB4 1'X2 X.125' AIumM3n Tubs Mltlon C O.SW D D74D A 1 1.125 B 2401 1'XZ.X.376. AkFTW .n T1Ds Mu31on C 0.635 D o.a1D A 1.875 S 3.000 V X275- X .375 Ah" Tub. WWII C 0.757 D 1.118 A 1.312 1'X2.75'X B 3.000 .850 Alurrmum C 0.476 D DB38 To. MJr- A 2-CCC B 2637 1' X3.125' X 00• 5Alum Tub. Mob C 0.863 D 1.137 A 2,625 B 3.282 125' X3.186' X.285•Alm Tube Mull C Dou D 1.762 X2.11' TWA 1.813 .121' Alum Tube Moll •• ••• • • • • • •• • •• • • • • ••• • • ••• • ••• • • • • • ••• • • • • • • • • • • • IS•• • • • • •• • •• • • • i ~ U M < Z O O G. y� � � Egg•O sD PRODUCT yREVISED 11iWIlY1=d u-FIe�1d. MOAa1.. 17-0630.01 S.W-u— mw 05262021 BONY LYN,p No. 58705 � -9: %�.(. TE <fT� '' /A SA'A� M111 E. FL P�OS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 1,000' 1DDO' �-- 4.000' 4.00S .125 .126' .126 -Ta,37F 1'X 4'X.12S I 1'X r X 37T I T MULLION MULLION 6081T6 NUM. 6m3T6 ALUM %4ECTION %SECTION I2 X32SX.10R J3TX3.ISX.624• MULLION MULLION SOOST5.LLUM 6 T5ALl1LL %SECTION X-SECTION 3B5• .725 STANDARDCLF 2826' 2005 0061T6 NGLL X-SgCf10N 12S I.XrxMTTaALUM I�6.600' ^j T�NLUON CUT HERETO 600SECNUM. %SECTON 312S -j _CREATE F4LIF. SFE I .375 3M � DETAIL F. SHEET4 I 1250' I I I I I I � I 1 I I I +I I I 28754 --- I --- I I I F 1 3.W I I I I I I I I I I L 110V I I I I .624' 4 STANDARD CM` —� �1 SM H CENTER OF ANCHOR HOLE MUST LIE 6D53JS NUM. WITHIN THE CASHED BOUNDARY. SEE TO EW 125'X SN/'XA2r SHEETS 1.11 FOR THE ANCHOR O.C. MULLION DISTANCE. MAXIMUM ANCHOR HDLE 0006-T5 ALUM. DIAMETER: ANCHORDWIEIER. VIr. MECTION E SOa' 2.661*: — 1� �Q3.2 .M3TIS .9T6' N. 1.37 ' ___ ___- _______- II .M12U6 .125225 I YT1`_______SE 3a6'0BAY l'1-1 - 1-2/ X.SECTIOH G.iI� am 225j-,V81'-i 22Sr i.-.iMi'-i .125 6 T6 ALUM TOPVN:W NOTES: .tw'_ � 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL FWZTRICT04S GIVEN ON THIS SHEET. 2) SEE SHEETS 10. 11. 13-15. 13 6 20 FOR SUGGESTED. APPROXMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 74S $n dp 2.125' 2.W0 TX6 ANGLE CLw Om "uUum =0 TIIALUM. N %4ECTION X4ECf10N1� cNhV _U y N CENTER OF ANCHOR HOLE MUST LE WITHIN THE DASHED BOUNDARY. SEE SHEETSNAxI um FCNTTHE MOMANCHOR O.C.R:ANCCE MAXIMUMANCHOR� HOIF DMAETER: ANCHOR pAAET8N+VT. f � I .375 CENTEROF ANCHOR HOLE I I MISTUEWITHIN THE GASHED F SOUNDARY.8EE SHEET61P17 ANCH OR FOR F ANCHOR D.C. DISTANCE � MAXIMUM ANCHOR HIOIE OWAEIER: DWIETER•1HS. U.CL eo$3 Ts ALUM. TOWIEW TABLE C TABLE C, CONT. Dlmen�m VAWP (I.)l Per MNNIoa: O smlon Vokm 6n) For Mullion. 3,111 1 (r F 1.N36 i26•X3. G 1.000 .725' G 0.600 X.62r H 2.560 AIMM H 1. aN AIINm I 3.000 1 1250 TIE4 MWi F 3.167 1"XPX F 2.626 ,25'XAYr G am .377 O 1.12E X.6zr H 2.4M Ak N H I. AMivn I S., TL"&3 1 3260 Tee NNNIFII F 2250 127 X3,w F 2.813 3P IWy MtA G 0.T50 XAOV F 2.675 4V BN M4 H M1.500 AMn1N44n I 3250 TILa Minion MIN. 2X5 ANGLE CUP MWI ON.—i. (r 61 POTP.- Mullion jSW.olpjOMICNp U42Np AmWCNp i'Xr %.125'(10) I,,NN BWIIIM 66 il—I 0 41M 68B6ISM rxr X.s76•(11) 66610 W112M M1231A 6B6242M a66611M _Vie X.37S T (17) 1.2SX32r XA0V(13) " M 2016020312 fim112M 6lllvl M B6D1123M M1124M aaMt2M 6E624f0M 6m6,•4 6055115M 12SX82SX.62P(14) 20101=16 66M 0661125M 6M2411M OBBl/16M 12S X3.W' X.6N' 05) 20162 6601117M 6661126M 660241M 6666/7M 30 Dep10A (1B) 6BMp WA WA WA 6665110M 45 DFp M) 6B660 WA WA WA 6666111M • • • • • • • • •• ••• • • • • •• • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • PRODUCT REVISED 8e1W1�iq Co6wM Nw FlorMe NOw-No. 17.0530.01 Pspllefbe o.. )Sl2.2, BY MIe eN efn � A11111111 /// O � '7S/ONALAEAp• & A. LYNN WLLER, PE. �i FL P.E.# 58705 TABLE E Null Dimension PGT Pert '{ -.12S 9TANOAHD Cl1P 809YTBAWM. 2.000• I %-SECTION NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125 DIMENSIONAL RESTRICTIONS GNFN ON THIS SHEET. 2) SEE SHEETS 1617 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 1.49P 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 5 5w 3.500' �,. .1I CUF HEPEro 2000• aiS MN. L _ SF.EAD At. F. f SHEET4 .37 MIN. r------- ---� _- ------- COW 3-43ir taw Y%4'X3S MULL"" M9 T. ALUM. I I X-SECTION I 1 I I STANDARD cLP CENTER OF ANCHORHOLE=Y.SE 50TOPYIEUM. .230• WDHIN THE DASHm 90UNOMY. SEE TOPNEW (ahoet;q i Mullion Sid. CIIP UdiP Angle pip Y XI'X.2S (1 B) 88502 666267M 958R71M 888S112M Y XS X.25 (17) 68604 l•8282M 65627IM 6505113M XW .375 MN. 250• 5.000• f Yze•za5 MULLION eDe1Te rYUN. X-9ECTION 2W' ''� r-.12S -I t-.125• � � i 11CAP ZXS ANOLE CLIP 2125 I 8063.TE�OW. 2,000' S%SESC710N N I .IRS L .175 O O) u-cLw, eoesre ALUM. SED FOR Y X 4' MULLION SNEET t / TOPYIEYI CENTER OF ANCHOR HOLE MJ9T UE W IFHN THE DISHED S W IOMY. SEE SHEE7916-17 FORTME ANCHOR O.C. pISTAND€ MAYJMUM ANCH)R HOLE DAMETER: ANCHOR DIAMETER. tne' fL _SEE DEfAL .375 F, MIN. E � 9HEEL1 I I � I I 4.888' � SCiS I 6.438• i I I I i I I I I STAIIDMD OLPL LLCUP --------------------- e06bT6 ALUM. SOBS -TB KUN. TOp yEy/ VSEO FOR Y %e' MULLION SHEEP 17 TOPNEW � 5.000• 9T5 MIN. rt l_________- --- RXS ANOIECLIP CENTER OFANCHOR HOLE MUSE IIE enelTe ALUM. SEE WRHIN THE OFSHED BOUNDARY. TOPVIEW SHEETS I6-17FORTI¢ANCHOR O.C. DISTANCE MAXMAUM ANCHOR HOIE REVISED DMMER:R ANCHOR gM1ETER * 1116'. PRODUCT PlNrru wliM Iiw llorMe 5.000' NOMp.Ne. �7-D•30.01 �.375' eAWr.Den a 5126l2D21 MN. _________T ellem Prvevet tro I I I II + I 1111Ir1r aQNY lYIyNM/ , I I I MN.- ��OT•. ZXS ANGLE CUP 60e3•TenwN. 1ONAL E?,•�• TOPNEW A. L'1�M-I MILLER P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • •- ••• .• • • • •. • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • EXAMPLE 1: SINGLE VERTICAL MULLION No AlgjPmt!ITEM -SEE FBIE5IRATIOi PRODUCIb APPRWat 8EE OETARb. S =EEB a 4 4 �/ DETNt9. s�E s NO FM-CMG-P -1V--IMAL yN M'1�W Op SF-L MDfX THE BUILDING SUBSTRATE IS KNOWN TO M WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 21/4'. THE OPENING REWIRES A DESGN PRESSURE OF •6001VE0.0 PSF. �D I)INITIALLYASSUMING THAT A PWDE MUWON IS SUITABLETHE MULLION LENGTH E= AND THE OPENING WIDTH 632`�32+1•rtr. REFERENCING SHEET 25. THE COLUMN USING g gECTANGULAR LOADING MUST BE USED. SCAN THE MULUON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2 -lie AND WILL MEET OR EXCEED THE REQUITED DESIGN PRESSURE OF M0.01-60B PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIDE, USE THE NEXT LARGER SIZE AVAILABLE 0 FROM TABLE 3A SHEET 7, THE 1• X 2.75' X .375' MULLION (LENGTH • 7Y, OPENING WIDTH • 70')MEETS THE DEPTH REQUITED, HOWEVER THE DESIGN PRESSURE IS ♦PSL3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. , a FROM TABLE M SHEET C THE 1' X 2.75' X -WV MULLION (LENGTH • 72'. OPENING WIDTH • 701 HAS DESIGN PRESSURE OF+F72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF Sw LBS. ry 2) UBE TABLE 4B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CUP WITH (4) 012 ANCHORS AND THE ZXS EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. b k U ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF BBS LOS. THOUGH 3) VEfUFY THE DESIGN PRESSURE OF THHE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLYTOTIE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED N ACCORDANCE WITH THE INSTALLATION SPECFlCATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWCN. 2 d INTHISEXAMPM THE DESIGN PRESSURE REQUIRED WAS-"0.0 PSF. THE OVERALL MULLON SYSTEM WAS DETERWNEDTOBE72.7PSFNITMANANCHOR CAPACRYCF B36 LES- AL. TERNATIVELY, W mY THE ANCHOR CAPACITY ADJUSTMENT FORMULA GOULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUARED FOR THE EXACT DESIGN PRESSURE OF IO PSF: (BIG PSF)X)•524.SLB5 (MAYBE USED TO QUALIFY# 10 STEEL SCREWS FROM TABLE AS) 2 72.7 PSF Z t THE BUILDING SUBSTRATE I6 KNOWN TO BE CMON THE JAMES AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-Wr. THE OPENING REGIMES A � No PRESSURE OF 50.W65.0 PSF. Q FOR THE VERTICAL MULLION: •73. REFERENGNG SHEET 25, Z a Q Z ^H i) INITIALLY ASSUMING THAT A 1IS SUITABLE, THE MULLON LENGTH IS 3TF7T+I' I S AND THE OPENING WIDTH IS 38'-W" ' WDEMULLON MULLON TABLES FORAMULLON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W AND WLL N o O THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MEET OR EXCEED THE REODESIGN PRESSURE OF+500/d.5.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER BIZE AVAILABLE. UiRED W W J EXAMPLE 2' MULTIPLE MULLIONS 8FJ?DETA98, FROM TABLE 3A, MEET 7, THE VX2.73'X.375'MUWON(LENGTH •108". OPENING WIDTH• SM MEETS THE DEPTH REOUIRED, HOWEVER THE DESIGN PRESSURE IS•lGA PSF if 2 Mlu vnoTH--fir see*S 2a AND WIX1lD NOT BE SUITABLE FOR APPLICATION. IL _ FROM TABLE 12A SHEET 18, THE T X 4' X 23V MULLION (LENGTH • 108-, OPENING WIDTH • On HAS DESIGN PRESSURE OF µe4.7 PSF WHICH EXCEEDS THE REGVIREMENiS a Z �O w FOR THE OPENING ARID MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REWIRED OF B71 LBS. F K 1= BECAUSE IT IS NOW KNOWN THAT THE MUWON WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH I636'438'+2'•74•. NOT TJ'AS PREVIOUSLY I FEHEBin.171R1 DET PROMx.TH SHEER ASSUMED. VERIFY THAT ME DESIGN PRESSURE IS STLLAPPLIOABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY. THE WINDOW WIDTHS MAY BE REOVCED TO MNMMN PRODUCT REVISED AIPPRWAL N �- THE 73'DIMENSION(36-12'a3'✓1T2'+T•73'I. MNtM FINNM , 2) USE TABLE 128 TO FIND THE ANCHOR TYPE. ANCHOR WANIIn AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THE EXAMPLE, ASSUME THE POURED INOA x# NOA-No. 17-0630.01 IL CONCRETE HEADER AND SILL ARE 8' WIDE. R THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE ST I � USING THE STANDARD CLIP WITH (6)YIW ULTRACON ANCHORS ATM EDGE DISTANCE OF 2-W GIVES AN ANCHOR CAPACITY OF 1050 LOS VMICH IS GREATER AND ft h D 0512612021 � IALIN �-EEE SEE THEREFORE SUITABLE. FOR THE REWIRED ANCHOR CAPACITY OF W1 LBS. B + T�yA _E' BHEET3 FOR THE HORQONTAL MULLIONS' A Met to IIJC4HT BECAUSE THE VERTICAL MULL WILL BE AT X 4- X.2W MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY. ANOTHER 1. A UN tT /T/ MULLION TYPE COULD BE CHOSEN THE OPENING5VMULII 3T+12VT'TH RE MAY BE OI+070IANWLMILOADINGDS � I MULLIONLENGTHBWAND HSHEET25,THECOLUMNUSINGTSURE OPENING USED. FROM TABLE I2A SHEET 16, THE TX4'%.250'MULLION(®LENGTH=42', OPENING HEI(#O.120'IHAS ADESIGN PRESSURE OF Fi1T0.O PSF WHICH EXCEEDS THE USED. -21 REQUREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NDTE THE ANCHOR CAPACITY REWIRED OF 521 M. SEE IN!TMB, 2IDE,11 TABLE 12BT0 FIND THE TYPE, ANCHOR ANDCUPTYPE REWIRED THE CMU 3l1BSTRATE.IH THIS ASSUM E CMU JAM S' U T3 7X5 ANGLE CUPS WITH DISTANCE CUPS AMUNTMN THEEDGE DISTANCE RE TO B HIN THE MA WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BETAKEN 7J y F IS GREATER, SUITABLE. (4) 3/16 ULTRACON ANCHORS AT MI EDGE DISTANCE OF 1' GIVES AN ANCHOR CMACfTY OF 3101B5 WHICH 5 GREATER. PAID THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LOS L xOINZ �� HOB¢ MAL ItMmx 14ALlEIM1AiTH1 4) FOR THE U-CUP IN THE HORUIZONTAL MLION TO VERTICAL MULUON, USE THE SAME ANCHOR CAPACITY OF 5211H5. TABLE 10 FOR THE U-CLIP 9HOJf THE ANCKM CAPACITY IS 1074 LES WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 52t LBSTHE z N0. I--orelm6 rAum FInvEAncA1 MMAL ANCHOR TYPE IS A#12 STEEL SCREW. SB70d' ' FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS •/.g17 PSF FROM THE VERTICAL MULLION; Ml1LLIDN ATTACHING TO CMU; �A a/-1T0.0 PSF FROM THE 3P HORIZONTAL +/-170.0 PSF FROM THE 3M HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUWON(INIERSECTON} TO ALL OF THE MUWDNS. ® �U•O A� F %'•FLORID?..•' \�` THELOWESTDESIGN PRESSURE IS•J84.7 PSF AND WOULD APPLY c �'rS�/O'NAL VEk1FY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE OF MULLIONS OR FENESTRATION REQUIRES THAT THE BOTH THE MULLION ANO THE FENESTMTON PRODUCT BE U45TALLEO IN LE.�G�� y A NIZ j4{IEttP.E. i PRODl/GfS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE ACCORDMICE WITH TIE INSTALLATIW 6PECIFlCATION9INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.' $ FL P.E.#5870E • • • • • • • • •• ••• • • • • •• • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • ••• • • •• • • • • •• • Sol MAPprim LOADING OF VERTICAL MULLION L�GOFVERTICAIMULLION LOADING OF VERTICAL MULLION LOAD%fBOFHORIZONfALMlLUON SLLL OF WINDOM NOT ANCHORED - WITH INTERSECTING VERTICAL MULLION PW PW LOADINGOF VERTX.AI.—LION LOADING OFVi -- PPNEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED YifTN INTERSECTING EXAMPLES OF TRAPEZOIDALfMIMGVLAR LOAOING _NNo PON �/ LOADING OF HORIZONTAL MULLON / PW �' DING OF (2) HORIZONTAL MULLIONS ME—REEMOMM �� I L LOADING OF VER ICAL MULLION 47 PW �N PW L°u Z 9 / 7 M LOADING OF VERTICAL MULLION = Z q ZN 2 g U $ Z LOADING OF HORIZONTAL MULLION Q a N R K g Y Y k•k 3 � L) Q a Cc)� f33q10 GIL Z'O sD SHCH 4 PRODUCT REVISED / s�mmNYYN arlN N.a FMHla NOANo.CCseJ( 17-0630.D1 Fapiratlon •nN OS26=21 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: MI• a P� 1 1)DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWNN. 2 IF THE LOADING TYPE CANNOT �1� NY LYNy �,�;a BE DETERMINED. USE , INCENSE'•.( i' RECTANGULAR LOADING. `*.' 3) SEE PRODUCTS' APPROVAL FOR M0.58705 ACTUAL ANCHOR LOCATIONS. *_ 'A LOADING OF HORZONTAL L NiN fig P.E. MULLION FL P.E.6 W705 • • • • • • • • •• ••• • • • • •• • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • MIAWDADE MIAm-DADS COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT 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) www.miamidade.gov/cconomy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control. Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A u may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Aluminum Outswing French Doors w/wo Sidelites— L.M.I. APPROVAL DOCUMENT: Drawing No. 1100r1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by POT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product. Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. A11SSILE IMPACT RATING: Large and Small Missile Impact Resistant _..._. _.. Limitations: _. _._ ..__....__..........:. _... 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X; XX and 0 configuration unit do not required, reinforcement (item #22). . 3. Applicable Egress operable doors must comply with, min clear width & height per FBC, to be reviewed by AHJ. 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and . following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERM%NATION of this NOA will occur after the expiration date or if there has beena, revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be. cause fortermination and.r_emoval ofNOA.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the useq aytbe nonufa cturer or its distributors and shall be available for inspection at the job site at the request of the Building Officfal; • This NOA revises NOA #16-0629.17 and consists of this page 1 and egvjdenc a gage$ as well as approval document mentioned above. The submitteddocuinentation was reviewed by Ishaq 1. Chanda, P.E. MIAM!-DARE COUNTY ' • xp.'rtation ates Clctober I8, 2022 _ ' Approval Date: September 28, 2017 Page 1. • . . .. . 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 # listed below) 2. Drawing No.11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09/08116, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loadin1.7 g 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-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06120/16, all signed & sealed by Idalmis Ortega, P.E.(submitted under file #16-0629.17) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files 412-0516.02/#11- . 10.1.3.22) . -...._ ... _.. .-94 3. Test report on 1) Air Infiltration Test; per FBC, TAS 202- 2) Uniform Static Aar 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 24113.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports. No FTIT5212, dated 05/05/2007,- signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (50' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing, complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). ishaq L Chanda, P.E. ••• ••• • %.ProdgetControl Examiner • • • :.. N(Iti Fo. 17-0504.01 • • pi ioh usi� : )�fober 18, 2022 ApprAai Date• September 2,3, 2017 P 1 . ...... • • .00 . 0 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report G. OTHER 10/18/17. 1. This NOA revises NOA #15-0528.24, expiring 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 2. New Evidence submitted A. DRAWINGS 1. Drawing No.11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. _........... _ _... _.....__...._...._ _._ _. - C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5TIi Edition) & 2017(61h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTMCATIONS I . Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. former 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS FBC 2017(6th edition) and letter of no 1. Statement letter of conformance to FBC 2014(Sth edition), financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER • 1. This NOA revises & renews NOA #16-0629.17, expiring 1 Q/a 8/2. ; ; • a `.� �h 'Ishaq I. Chanda, P.E. • • •. product Control Examiner i i i i.• •N4AiD.17-0504.01 `• • • it• 'on•) a l� c bet• 1 , 2022 • ` Apl roytl J)atm•gepWxber 2£, 2017 L.-1 40 . : SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 14 ON SHEET 7 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. 31 CONFIGURATIONS: 6 Q, X�X X0, OX, Mro, CS OXO. AND OXXO. 4) ANCHORAGE: THE 33 113%STRESS INCREASE HAS N BEEN USED N THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8.11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE DESIGN PRESSURE RATING IMPACT RATING SEE TABIES f •4 RATED FOR LARGE & SMALL ON SIGEET2 M16S&EIMPACTRESISTANCE T —min. Min, Edo• Embedment 6'h And_.W. WI11b•T •LD*SU Diftnn or Metal Tbtdm•. 114' EICO W. CenCm• mD. M 1 hmb Mm Blerk (ASTM CN) 1.3IP 1.1I4' 7 F e1&6 k•1, F„•177 kc1 A Coeem• M k) t t J•mD NPIbx BIKk 871A CSO IJ/P 1-1U' iM'410BB EIOoCm•FI•s6 2 F 1127A kin. F 189.7 ksl AI BWO•m ►NP t80 = 0.6&) m 1 1' 7 t4VC t• 2 012 St•PI SMS (OG S) r All B0/1T& AOPnI.m 31W IIrY PRO OU«ari� r b—cw 17-00Y•01 •3 IZED SXEETO AND THAT COME INTO CONTACT W(IH Q 1)ALLANCHOR HEAD TYPES ARE APPLICABLE F) REORc1Ar1 FBC, CURRENT EDITION. 2)Mw.OF 3 THREADS BEYOND METAL SUBSTRATE UPOAIED TO FtIG 207 , ADDED 3) METAL SUBSTRATE TO MEET MN. STRENGM AND rAMWESS REQUIREMENTS PER CURRFM FLORIDA A TABLE A& ALUM. BUBSTRATE.- 5) SHUTTERS ARE NOT REQUIRED. BUILOCJD CODE MD 70 BE REylEMEO BY71Si AUTHORITY HAVNGWRISDICOON, JR-DVIM7 8) SEALANTS: INSTALLATION SCREWS. FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. GENERAL NOTES GLAZING DETAILS»..._...1 7) REFERENCES: TEST REPORT FTL4964. 5212 & 8854: ELCO ULTRACON & CRETEFLEX NOA'S COD�T �� DESIGN PRESSURES.._.2 e1017 FIARIDA µW.ONO CODE FBL1, M EDITION VERT. SECTIONS_ 8)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA o2014 FLORIDA BULONG CODE 1PBC) STH EDITION HORIL SECTIONS.�.....4 BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZJ eASTM E1300-M PARTS LIST—..--: ANSI IPANDb2070 FOR WO OD CONSTRUCTION EXTRUSIONS.»»...y..._».6 B)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUBGEMENTS PER CURRENT FLORIDA eALUMINUM DE9ION MANLW.,ADM•20/c ANCHOR QUANTRY-7-13 BUILDING CODE. APPLICABLE EGRESS REOUIREMENTS TO BEREVIEWED BY AUTHORITY HAVING oAISISIW12 INSTALLATON---.»».14-15 JURISDICTION (AHED. _ SBL1.10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (LBSIF" FORTHE OPENING USING THE ASCE-7 STANDARD. 3M V tl 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE xw P%ei REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE INTI UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF NrWORIN YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENINGS REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS @_ SHEET AND YOURGLASS TYPES, (A- D), FROM THE GLAZING IS SHEET l 1 �IVNOM. �CLA33 M 1317c'TACK "'TT�(.r3H8')�SGLASS CLr NOM. GLASS STACK _I '/ GLA AW PVB1 NT 319-MI OR H 1Q' GLASS BILE DETAILS ON TH v` 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO • SON" Sill- LAMI NOM. YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES GLASS TYPE A(PV61I. REQUIRED. GLASS TYPE B. , ( I(PV5,21 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7.13. SHEET 14 & 18 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. AN.ANNEALED ' HE HEATSTRENGTHENED Tp=TEMPERED 1R' GLASS SITE y ==B 7/18' LAMI NOM. GLASS TYPE C. (PVB7 ). GLASS TYPED (PV52) 114"AIR SPACE gp�liZ' 3f1BTP GLASS INTU LAYER 9t ql4.GL74ASS E 3DB3 30 71 a =9m 13/18' LAMI IG NOM. GEE PVBt -.090' TROSIFOL• PVB BY KURARAY AMERICA, INC. pVB2 =.090' SAFLEXfKEEPSAFE MAXIMUM FNB BY EASTMAN CHEMICAL CO. •• ••• • • • • • •• • •• • • • • ••• • ••• • ••• • •• • • • • • • • • • • • 0 • •• • • • • 000 • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• •• PRESSURES FRAME DESIGN FRAME n NOTES FOR ALL CONFIGURATIONS: UNREINFORCED DOORS ALL GLASS M1.5 CONFIGURATIONS H 1�� FOR REINFORCED DOORS, ALL GLASS TYPES DESIGN PRESSURES FOR N A SIDE LITE TO DOOR FRAME HEIGHT XFRAME XX FRAME FRAME NdGHT CONNECTION,(XO, OX,XXO, OXX, OXO. MO), THE LOWEST DESIGN 07314" 81 YT •e5 Y4' DTH 6°.7gyq^ 7°•83 YI' 87 yC D13H' a°.BS YP VADTN NODTH 6°.79 Y4• 7°-6337a' 'at -`SS +47A 47.4 PRESSURE SHALL PREVAIL 71Y +76.0�•75.0 76A1 .76.0 +7b.0 -75.D 75.0 -76.0 76A -76.0 25 f12' 4° 473M' +SIA -68A +654 -65.4 +52A -62A +44A 44.3 27 VC 64 Y4' +549 •50 +61.5 •61A a49A 49A ♦466 •48S 2) FULL LENGTH REINFORCEMENT 29 V7 65 SW" +51.1 •51.7 +488 483 +&1 410 +456 •43A +41.6 41.6 (ITEM 22 SHOWN IN SECTION E•E, ?` 3111F 6° 69Y4' +49.0 40.0 N82 46.2 +43A •43b 1.4 41.4 +39.3 40.3 SHEET 4), IS REQUIRED AT DOOR 1.ODUC7NL714PA 1Y PRESSURES FOR REINFORCED BIDE LRES ?• 331!! 6' 83 YC +4#1:4A31.1 +431 431 +41.6 41A +N.3 •38A +3TA-07A WHEN USING TABLES I & 2. °�°iNY OI FRAM! NlIOHT 3611T' 8TY4- +3+38.1 J8.1 +30.1 -M.1 +n.6 -374 +-vDTN.78Y4• 7°•313W'Y91 Y4' e°-06 Y4'71 Y4" 43 +34.0 -00.0 434A 0 t34.0 .340 +30.0 •34.0 3) DOOR AND BIDE LITE , 1 Y/' +75A •76.0 +70D •760 •76A -76A •76A -750 +76 0 •78A COMBINATIONS FROM TABLES 3 O NOT REQUIRE • • DESIGN X PRAME VADTN XX IM 3° 3712' g° GLASS M!8 YA A 3618' t7L0 -76A +76A -7GD +71A -71A +nA -WA •042 -042 30 Y4• +75A -76A +74.9 -74A +70A I -70.4 eQ6 •ssz +63.1 -031 8, G 0 ORE 38 3M' +75A 75. +T&0 75.0 +754 •75A HEETS 1413 +76AI -76A N5.0 -76.0 FOR MAX. SIZES OF C UNITS, SEE S DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REWREMENTS PER CURRENT REQUIREMENTS TO BE REVIEWED OBy AUTHORITY HAVINGRIDA BUILDING CODE. JURISDICTIONPLICABLE GAHJ)g TAB EA• DESIGN PRESSURES FOR UNREINFORCED SIDE LITES OLABS ME FRAME IMOTHfe.7g3m- FRAME HEIGHT 7°-633N' 873W 913W 8•-D5Y4' A 6, C,1)218N' OR!27 108N' +75.0 -75.0 +76A -75.0 +75A -76A +75A -7&0 12Y4' +75.0 -78.0 +75.0 -75A +75A -75A +75.0 -730 1P +08A -00A +06.0 415.0 •91.9 -01.9 +50.0 .640 •01.0 -61.0 +57A -57.8 •86A •66.0 +62A -S24 SN' +49.D 49.D +472 47 +44.744.7 N2b 42030 VS• +352 252 + +312 -M2 +34.4 •34.4 003N' t34A .34A +31.0 •34.0 +34A .N.O 510.13 +3/.0 •34A +94A J4.0 AND 4 D REINFORCEMENT REM 22 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADS COUNTY. p o)No011ANO6s7N0tDND6T.- 6 JR-01H°H7 , 's N V, 5) FOR DOOR -ONLY CONFIGURATIONS (36 X%), ONLY TABLE 1 IS APPLICABLE. u1 O REINFORCEMENT, PART #22, IS NOT REQUIRED. ^ W rn 6) FOR SINGLE. STAND-ALONE € 01 SIDE LRES (0), ONLY TABLE 2 IS o U m G O W FOR MAX S S OF COM13NED UNITS, SEE SH APPLICABLE, REINFORCEMENT, w Z t m0 PART 02Z IS NOT REQUIRED __. EXAMPLE I, LASING TABLES .162): XO WITH GLASS TYPE B,_... EXAMPLE 2, (USING TABLES 18l2Y OXXO WITH GLASS TYPE A. .. .. _ '.Z. "'. .6 0 ..-. _. __ _... _ REINFORCED; - 7)CONFIGURATLONS WHERE THE - REINFORCED, DOOR L OCKSTILE ABUTS A N 33.12' WIDE 7"4' HIGH SINGLE DOOR WITH 18'X 79.3/4" LITES(SEEBNOTE 8) DOUBLE DOOR WITH (2) 96.12•X85'3WE SIDELRE ARE NOT AVAILABLE O w WR SIDE LITE (SEE NOTE 6) WITH REINFORCEMENT. S = M DOOR DESIGN PRESSURE •+75 / •76 PSF DOOR DESF3N PRESSURE •+75 / •76 PSF SIDE LITE DES IGN PRESSURE •+751.75 PSF SIDE LITE DESIGN PRESSURE •+70.4l-70.4 PSF 5) FOR SIZES NOTSHOWN,ROUND an OVERALL DESIGN PRESSURE•+75!•76 PSF OVERALL DESIGN PRESSURE•+70Af-7D.4 PSF UP TO THE NEXT AVAILABLE SIZE. f�aF (E•G. FOR 32--X" DOOR WIDTH IN a IL EXAMPLE 3, (USING TABLES 3 A 4): OXO WITH GLASS TYPE C, EXAMPLE 4, (USING TABLES 3 d 4): OXXO WITH GLASS TYPE B, TABLE 3, USE 33.12') Q UNREINFORCED, UNREINFORCED. D q 3D^ WIDE X 8T-314" HIGH SINGLE DOOR WITH (2) 28' X 87-W 71.W4' WIDE X 95•314' HIGH DOUBLE DOOR WITH (2) 3644' X a O SIDE UTES (SEE NOTE 8) 95314' SIDE LITES nxi �..o `•"' DOOR DESIGN PRESSURE •+43.6/43.6 PSF DOOR DESIGN PRESSURE•+34/•34PSF SIDE LITE DESIGN PRESSURE=+47.2147.2 PSF SIDE LITE DESIGN PRESSURE=+341.34 PSF �.1`1NY LYNN '11" OVERALL DESIGN PRESSURE •+43.6143.6 PSF OVERALL DESIGN PRESSURE •+34 /-34 PSF 0.a0: �KAF ` EXAMPLE 6, (USING TABLE 1Y XX WITH GLASS TYPE 0. EXAMPLE 5, (USING TABLE 1Y X W17H GLASS TYPE A. 83.914' WIDE %D1-Sla' HIGH DOUBLE DOOR (SEE NOTE B) : * Na. 58706 32• WIDE X 90" HIGH SINGLE DOOR (SEE NOTES DOOR DESIGN PRESSURE • +751-75 PSF ¢ DOOR DESIGN PRESSURE • +761.76 PSF •�QQ :• tU GLASS MES (ALL TABLES THIS SHEETY. �P •'•, A. Y8" LAL41(1I3' A, .ODD PVS, 3/16- HS)•'•.,!YORIo1;�`,:� B. YB"LAM((Vp'HS, .ODD PVS, 3118'HSI iFS C. 7/16• LAMI (3116" A, .ODD PVB, 3116- HS) hSIONA� 11110�� D. 7/16, LAMI (3/10" HS, .090 PVB. W16' HS) E. I IMS' LAMI IG (3716' TP,1/4' AIRSPACE. U8' HS, .090 PVB, Y1C H9) A.LyP E460 P.E •• ••• • • • • • •• • •• • • • • ••• - 000 • • • • • - • • • • • - • • • - • • • • - ••• • • • • ••• • - • • • ••• - • • 0 0 - NTERIOR SL SECT. B-B VERTICAL EXTERgR <==�> INTERIOR rMFU R 64 AT HEAD/JAMB 60 65 AT SILWAMB OLEAR-MLORED SEALANT 62 63 SL VIEW G-G CORNER ASSEMBLY •• ••• • • • • • •• • • •• • • •• • • ••• • • • • ••• • rwonutr.ewm ie.yyti.ww o» Rrr mKc.a .ol G) NO CINNGESTM SHEET.- A.OYION7 MAIL x FRAMB WM SPACING, SAME AS ur JAMS ANCHORBPACtN 67 Aux arRAMEIMMM (SEE SHEETS 7, S AND B) SEE NOTE 3, THIS SHEET LDS SL SECT. E-E HORIZ. (DOOR W/ SIDE LITE) cyarla. 1 O1 NO CHMIOEB TXIB BIffFf. - �JR•OV1M7 YY W g .aa I O^ F REINFORCEMENT INTERIOR LTS Ill a m NOT REQUIRED FOR z _ •w .. STAND-ALONE X 1N0 DOORS. c 0 LU '+ i N to 0 XTOF v EERIOR U lµrs LU REINFORCEMENT < �MAx.BLPRAMEWIDTX--+� NOT REQUIRED FOR p I STAND-ALONE'0' NOTES' FEMIS SIDE LITES. r� NI CLEAR OPENMD FOR WANDICCOOOIB AS FOU.OWS: ¢ S L] 62 W D71C NN1 '..a a ya5 JW DORS • DOOR FRAME WIDIFI -B0N8 70C DDOR -DOOR FRAME WIDM I2-/Ala e`5111 ` V LYNp� 'MFRAMEFI6047•329r 66 `w�"'e'•��l�p E1810E LRESLNIFAULP7r,-=,,O0 AXOI.C3'<'NDX "1. A$BIYJ81EDT0 MAINC 7(O'�'OX'�'OXO'7iX0'.'WICIWD'OJDR% -*R' N0. 88708 ••. *= CONFIGURATIONS.Li 31FULLLENMRENFORCEAMWAPPLWABLET9 DOOR O t, 811A7E �" �: •tV � MA7L AND 81DE LRE COMENUTIONB FROM TABLES f AND 2 �DLO� SXBET2 ITlM 1718 NOT PEWIRED WOX OOMBINATONb ..{� PROM TABLESSAN0I, BXP.ETZOR VRfNiTANO-ALONE'?, %�CCS' �'LOR10N'•'(��'rS' SLSECT.F-F 708OxCONFIWRATIONSFROMTABLE81AN02 "t;,ONAlN1�1` HORIZ. (SINGLE SIDE LITE) A.LTNNWUP KL P.EN 0005 •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• •• �BE>•N3�c'i._;:�ae�.li:"�cr` 11m,�leee�— ..J O�lz.. 3��J -•rrr7� ., Tr ice--Tt� n-trtiFTr71- BB7��"f3' 17-r1TJIA'1•ii�t"iP r�SD� tt� BiI101:_'"'fIV' '�[[ rn vT�a ►•}r�� , is i rmul3ma-:, otTimmu—�. l73Fsm �[m �— �>-L.iL{i[I !Flit Ill :IPM{ a�.'1 I_1m W-mvitma-- AM V{SE�FI:JI11111111111111 " l7� EJUiB�tT•-•r�c� 91111111111 ���/il 11�6[l1Y/ 1 IJ• 1` W BI3mf:P•t•I L•��[ IBC"--n i• n r BD 1-2 KDO "T m�.�..�.f%�rt��mTJt=ii..i.La+{�._Z MS p t7-19, 78, 29, S6S9, 88, 6 . TS79, BAA7 09.101 ARE NUT usCU Jan.lvcc SILICONE STRUCTURAL. 1N'NOM. POLY150BUTYLEN wrtN DESICCANT KODISPACE E T. GLASS ( 4SG TPS INT. GLASS AEI.T BUTYL STRUCT SU3Mr NW. DESISUPER �4`WT. ET.GLAt SPACERONXT' oLrss ALUMINUM rRENFORCEMENT M SMVN BUTYL A DESICCANT FOAM DURASEALO EXT.GLASS SPACER...... _.._._. INT.OIASS POLYIe0- DESICIANTFILLAREA BUTYLENE SM8'NOM. SEAL sL=NE SEAL ROLL-FORMED STAlNlsss STEEL XL EDGE- Exr wwss SPACER N T. GLASS Prle D-011. MMMMI W AMmna1W TPS w, BYNm BMlreiM et WMMBuwBpedfe%f M�nrW MNe 1 e2 OMNMD-BNM MIIM� u GONI L Ncer REFERENCE TEST REPORTS: FTL-M7, SM & 8970 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • P•OOUPC�T �eBSV� � oI Fj NpONAr1GFS TNB BNFFf.-�[L -01NW7 , o e ih > U • W o LU OZ N � LL o N O wpFJ� • It Z 6 VJ a m d Mw �xa •+.• rrN * i No. 88MS t ••°LORl0r•,, SIO�LrEN` A L1'NJ WUERPE PF.XeB/D3 �1.760�•{ j�—i.760� Alf 4A00 A02 4.100 AR 4.100 4671 L 1—. DOOR PAPS DOOR PANEL DOOR PANEL 3O TOP 6 BOTTOM RAIL 31 BIDS RAIL 44 INTERIOR ASTRAGAL ems -Ts 6663•T6 5/66 6.711 1 r,sa'" ADS �►— J aeamo J 60 JW 1A00 A10 11111 TRUSS CLAMP 9116' GLAZING BEAD . 10 FlLLER HEAD ADAPTER _ 34 8063•TS 74 90B3-Ts 6063•T6 F.--3.100 i. .- -.1 j T T � � J 71 A60 O FRAME HEAD 6I I A76 A50 rAT/ 'A89 AS$ C)LnMNG THRESHOLD 11 8063-T6 L W F 1.760�_T A62 A.,00 1.176 i DOOR PANEL 45 EXTERIORASTRAGAL aw3-TS SL HEADER SL SILL 60 B063-T6 61 6053To O518' GLAZING BEAD 76 6003-TS AIO T3DWEATHER .� 37 STRIP CHANNEL 2A0 W33-T6 O]TO DOORFRAME 2O JAMB 1!! 6063-T6 32 HINGE B063-T5 1J01-+� I —.173 rA" AIJ —J- 10 GLAZING BEAD 62 SLJAMB 6063•TB 74 0063•T6 O '1"� �=l rl OUTSVANG THRESHOLD 13 CHANNEL COVER 6053-" 2M 660� t26 SLJAMB 66 ADAPTER 6066 ' O T09� GULL •• ••• • ••• ••• ••• • • ••• • • • • ••• ••• ••• • • • •• • • • • ••• • •• •• laoouc r,avls d.we�.w.tsr,trlr 'O O ia0�iu z 6Y I�W'ho9u't FN NO CM6NUE6 THOt IHFJR.-JR W/iW,7 X DOORS, ALL GLASS TYPES ANCHOR "Pi-S SUBSm' R 2, WOOD 12 CDNC ]ALUM LOAD ZONES X L X X X MAX DOOR YADIlIE MA% FRAMEFRAM HEpHT 25.60 79.75 5 2 4 2 63.75 5 2 4 2 5 2 4 2 57.75 K75 5 2 l 2 B 2 4 2 95.75 27.50 7475 5 2 4 2 5375 i 2 4 2 5 2 4 2 87.75 S1.75 6 2 4 2 BUS 6 2 4 2 2M 7&75 6 2 1 4 1 2 am 5 2 4 2 C. 2 4 P U.75 9175 6 2 4 2 05.75 6 2 1 4 1 2 31M M75 .5 2 1 4 1. 2 - U75 6 2 4 2 6 2 4 2 67.75 91.73 fi 2 4 2 7 2 4 2 95.75 33A 79.75 4 3 4 3 6375 6 9 4 3 6 3 4 3 57.75 21.75 7 3 4 3 05.76 7 3 43 35.50 72.75 6 3 4 1 3 53.75 6 3 4 3 87.75 6 3 4 3 8775 7 3 4 I 3 7 3 4 3 95.75 37.50 7975 B 3 4 3 B3.75 B 3 4 3 7 3 4 9 BUS 9176 7 3 4 3 2&75 7 3 4 1 3 Dn10n Pressum 6- SAw12. T.E 1 ID7AT MAX. O C MAX HEAD ZONE'C' 13-IW MAX -T / / / 234R' / MAXO.C. / / / MAX / FRAME / NBHRLr MAX DLO \ a iSt 40' \ \ mp') \\ \ MAIL 4D\ \ 37-Yl MAX DDONFRAAEWIOTX . .. .. ....SILL... ZONE 'C' ._..-...... _.__. ..... .. ... . TYP. DIMENSIONS OF LOAD ZONES FOR SINGLE DOOR. X INGLE DOOR, X _SING NOTES: 1)BEE SHEEPI FOR GLASS AND ANCHOR TYPE DESCRIPTIONS• 2) DOORS MAY SE LEFT OR RlOHT4W4XD. ])ANCHOR OLnr;S ARE BASED ON SPACWG AS FOLLOWS (4' MIL"FOR OONCRETE VMUL O.C. FOR CM4 I�AL�,fA7�l :1}tb• MAX FARM CORNERS AM 2}LS' MAX O.C. OA3 N6 +•LL OF DD:PMAX. FROM CORNERS,PMA)L. FRONASIMOALCENTFRl AND20.71PMAXO.C. 4)FORsMn NCTSHOW[4.ROUNDUPTOTIENEXTAVA -- S) FOR ANCHORAGE UWALLATION DETAILS SEE SHEET 14. F9ton6crgcvrsei �3�MR •e PYrW � One 7i- 1 aar a zow 946wr�,..,N ceaAaJ ••• • • • •• •• F) NEW SHEET COMB MNGSIZE ELEVATXNS. ZONE ELEVATIONS ANDM CHORTAMMS.-JR- MOH7 YI S LLI a vi v Z G e n O =I- R yt�, C z Z � U) � a X �'��'� �ENSf •`�p i � RATET>o � JJ JJ�ONAL L1L`��• ALYNNMBLERLPi XX DOORS, ALL GLASS TYPES ANC87R TYPE 6 Z S. V100D 1X CONC eUBSTRATE 3AUUM LOAD ZDNEB A MAX ODORFRAME MAX F� EE HEXRG' 47.75 79.7E 4 3 4 2 93.75 5 4 4 2 5 4 4 2 67.7E 91.75 5 4 4 2 95.7E 5 4 4 2 51.75 79.75 53.7E 5 5 4 4 4 4 2 2 5 4 4 2 97.7E 5 4 4 2 91.73 95.76 8 4 4 3 55.15 79.75 53.75 5 5 4 4 4 4 2 2 5 4 4 2 87.75 91.7E 6 4 4 3 6 4 4 3.. 95.7E .5915 79.75 5 5 4 2- a-15 5 5 4 2 6 5 4 3 67.75 91.75 6 b 4 3 6 6 4 3 95.75 5176 79.75 83.75 5 6 b 5 4 4 2 3 6 5 4 3 67.75 91.75 6 6 4 3 957E 1 3 67.7E 79.75 63.75 6 6 5 5 4 4 3 1 3 6 5 1 4 1 3 87.75 91.75 7 6 4 3 7 6 1 3 95.75 71.7E 79.75 6 5 4 3 63.75 5 5 4 3 6 5 4 3 67.75 91.75 7 S 4 3 7 5 4 3 95.7E Dee10D Pmeeure -7T � Mom." 6e. SIMal2, iWle 1 �- I r-- `( MAx -'-I 134M-MA)L / \ NOTES: / \ \ 11 Sll6MEETIFOROLA.49 ANDANOIOIR TYPE DESCRPT10N5. d. II f9ZVD2• rrabrt.lYweFTae,. \\ 2) DOOR$ MAY BELWOR RMT44 -' �wN.1�-05b4.OI f \ MNL 0.G 3)ANLTIDR OUAN7IRHS M6BASFA ON ePACINOMPOLLOWB(423-W'MeL LPYrb O.0 / MAX O.D. FOR CONCRETE, 4' MIN.O.C.FOR CLAUC B4.T1E' 1 E6•y4- JpMB31ALlk 1}U1'IM%. FROM CDRNERSAND R}1M'6NX D.C. LAX. DLO // I MAX. HEADb 8R1 OF DOORB:E"MA%. FROM CORNORe, e'MAX PROM FRAME ASTRAGAL CENTERS AND 2}7M'MAK O.C. \ / HEIGHT F)NEW SNEE7COMBNWG 9QE 4)FOR SDES NOTSHOWN. ROUND UPTOTNE NE%TAVNIABLE SLZ6. ELEVATIONS ZONE ELEVATIONE ANO10R rA•E5.-RR- 24YA1♦l / 0 FOR ANCHORAGE DETAILS SEE SHEET 14. • aA6TT PAIL OLO\ / V. 224 � wa I II �....-- 7--DOORFRAME. �- p rn TYP. ELEVATION OF XX CONFIGURATION ' UPI yg C HEAD ..-.- u X. ° W • ,n. w4wv uEx st1'PEq S}LPY110EXe1.TN'MGM DOUBLE DOOR. ANlSCINGONRpTE3U0WD75 PER 13A6 O.C. i SEEEXAMPIl B.SNEET2FOROP9KA PLE DOORANCIM NSOLWM EN S FROMTABLE C e ANCHORS SEAD DOOR PANEL, 5 ANCHORS EACH DOOR PANEL BILL OSEE CIRCLED VALUES ON TABLES. X .DENOTSANOIGRLOCATIOFL 111M S•MAX. SILL �1M MLL_ r E33N -��-I LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE •• ••• • • • • • •• • • • • ��IS w :• • •6 wi • ••• • IS IS IS • • • • IS • IS IS ••• • • • 00 •• ••• .110pY LYNN A LYNNw R.PF. P.EJ SOW SIDE LITE, LASS TYPES tram uAz MAY-O.C. NEAR —ZONE T I I 1LW'MAK L I YAKAX OO.C. T— I � o KLS• FRAME YAK Duo NEwxr . {//c���.� -. .._.._....... .... ..__ ZONE'S' ...._.. _..-. "4• MAK of uTE FRAME worn TYP. ELEVATION OF LOAD ZONES FOR SINGLE SIDELITE, 0 SINGLE SIDELITE. O NOTES: 1)SSE SILM I FOR GASS AND ANCHOR TYPE DES^R. PT"s 2) ANCHOR WANTRR:SARE BASED ON SPACNGA FOLLOw6 (<' YW. D.C. FOR CONCRETE. 4'MN. O.C. FOR CMOL JAMBSfAtlk lLW'MAK FROM CORNERSAND 2L7lB'MNC O.C. wFAO i SSLOf SIDE LIRS: T YA2. FROM CDRNSRS AND II1-Y4-AIA%.O.C. S) FOR SgES NOT SHOWN. RMM UP 70THE MW AVASADLE SIZS. 4) FORANCHORAOE NsrAuATON DETAZS SEE SHEET 16 Design PM&SDR seR BORRI 2 T.aR 2 PRaoacresvreD rMi6�NxrNrt• 1Wy'.AM%YadoA� F) NEW ENEET COMBINND 80E � ELEVATNIN5,20NE ELEVATN]N6 AND ANLHORTASLEs-JR- 06Hd17 WWZ a g a O La J e w ZZV S � qi �J� J .�- m O zmq M . `�paYILYNH ` �: • �i * ? Ne.6SE08 At ., 'SS/oNA' IEdG A LYNN MSLER, PE PER um •• ••• • • • • • •• • •• ••• • • • • • •• ••• •• • • • ••• • • •• • • • • • •• • • • • • • • • • • 0• • • ••• • • • • • ••• • • •• • • •• • • • • • •••i • • 0 • • ••• • ••• 0 0 XO & OX. ALL GLASS TYPES ANRDR TYPE I SUBSTRATE z a, WOOD a ALUM +,z mw LOAD ZOIEB O O x H O 0' H X, MAX 887E 111E FRAME vAM DOOR DOOR FRAME +1+� MAX FUME Halal, 1Q75 2530 7IL75 83.7E 57.75 91.75 95.75 4 2 3 5 4 2 2 4 4 2 4 S 4 2 2 4 4 1 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 72.7E T1:i0 79.75 83.7b 87.75 81.7E 85.75 4 1 2 4 5 4 2 2 4 4 12 4 5 4 2 2 4 4 2 4 5 4 2 2 4 { 2 4 B 4 2 2 4 { 2 4 6 4 2 3 4 18.00 29M 79.75' 8175 8T.7S 91.7E 95.75 4 3 4 5 4 2 2 4 4 3 4 6 4 2 2 4 4 3 4 6 4 2 2 4 4 3 4 6 4 2 3 4 4 3 4 6 4 2 3 4 -Z.75 "31L0 79.75 83.75 67.7E 91.75 95.75 4 3 fi 5 4.I 2. 4 3 5 6 4 2 2 4 4 3 5 6 4 2 3 4 5 3 5 8 4 2 3 4 5 3 5 7 4 2 3 4 27.7E 33.50 7175 3375 $7.75 91.75 95.7E 5 3 5 8 4 2 2 4 5 3 5 5 4 2 3 4 6 3 8 6 4 2 3 4 6 3 8 7 4 3 3 4 6 13 6 7 4 3 3 4 X13 35.50 79.75 83,76 37.75 91.71 957E 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 15 5 6 4 3 3 4 7 I b 6 7 3 4 7 5 6 7 4 3 3 4 3Q75 37.80 79.7E 83.75 87.76 Bt.Tb 9Q75 6 4 5 6 4 3 3 4 6 4 5 B 4 3 3 4 7 5 5 7 4 3 3 4 7 5 6 7 4 3 7 5 6 7 4 3 3 4 ..._._..__._....._ _ Y. - DETHtMNEO MDEPENOENiLY. Design PnB•OR r MAX tArIr MAX 0.C. }-�-� rMA+L fWMo¢ea: Bn Blrat; 7dilu+ raz MAX -+-I IIF I UerMn<utl: 8.s eheel 2 TMYes 3 8 4 ss lro MNL NOTES: \ L +) SEE SHEET+ FOR GLASSANOANCJORTYPE SEETABLES14, DESCRIFTONS. \ SXEET2FOR 23 MAIL O O.C. \\ REINFORCEMENT 2) DOORS MAY BE LEFT OR ROKT4IANDM REQUIREMENTS. T+ \\ 31ANCXOR DIlAQR1IlE8 ARE BASED ON e►AGNOAS FOLLOWS (4- MIN, O.C. FOR CONCRETE. 4' MN. O.C. I • M 963H' MAX FOR CM5r7 FUME I IB§,(��:1Y1H•MMK FROM CORNERS AND MAY. DLC lFJDlff MAX ,/ / / HEAOdOF DOORS:rMAX. FROM CORNERS. r FROMASTRAOALCENTERSANDIINTW MBDINGB�111F)NEWSHMCOELEVATIONS. ZONE ELEVATON3 IEADMSILL OFADELITEB: rMAXFROIA AND ANCHORTABLES.-J+- / 4iDL CORNENSAN0243H'1MX0.4 33b18' 04ROM7 / IHD MAIL OLD QFOR AILABLESNOT SHOWN.ROU1O UPrD7HE NFM AVAILABLE � LO / f' •.P 13•tH•NAX BIFOR ANCHORAGE INSTALLATION DETAILS li I I BXEETe +d 11Q $ 37.1R•MAX DOOR TE FRAME WIDTH 6) DOWNORAnONB YMBRETHE DOOR L0t3f8I1L5 LITELFRAME VAOTtI AMIr8AMUTEARWINZAVAIASIEWITH • } • p • 73-lir MAX DOOR • BRAE FRNIFWMM Mrd FRAME WIDTH REINFORCEMENT. • • �• a: O $ Z 0 XO CONFIGURATION BDE LRE OVERLAPS COCA Iff• •4-C • w • [4 ff -. J rri � .B • .ELEVATION SIMBMEADZONEF ASSEMBLED. M'�DJ/IT D •~ HEAD�NE'710X rMAx $7Qa8 ��� 0 W �_• J . rwuc -r{ .. .. 4.a•51 z�Sr �i.. o • • L \ \ .. ..._... ... ..... .......... _._.-.. _. _. • •••• N .e o o \ \ yy E751MNE XO MTN GLA88MQ l0000 WOE8ME 11TTL p o G • \ \ 3rXM'6WQ8E ODOR WITH 3r X8M ARCHORTY►E I WTQCONC. • • • • • • \ DOOR DESIGN ►RESSURE--75/76 PSF• • • 3 W FEW • \ b 4/' • • • '� ¢ iCi X • \ DOOR ANCHOR REQUIREMENTS FROMTABLEB: • {ANCXOp®p0OR1W8 • • • • • 3ANCHORS®DOOR PANEL®HEllp♦ • • 31 C 8 _ Q / / 3ARMORS000ORPANELOSILL • •0 SLOE LIE A" • • • • / 4 ANCHORS O 3MCHORS•BMELITEOHEAD • .1. o. n 3ANCHORS 0SIDE LITE 48RL : • r'' • 4 • +�`� Y LY %B / • • • • �10?�......!VY / OBEE CILCIJD VALUES ONTABLE L 1-= -+•� r � rMWX X .OFNOTES ANOIOR lOCA7ON. �S _ +{II1,� E4aM' IIII�.. %.P`'• nl�•i{/(//�` BILL ZONE 7--'j�68L2011E'!'�-Q ���tCs ••10RIO'. \c `: LOAD ZONES FOR XO CONFIGURATION �'''rrr;07YAL+E`� &ANCHORAGE LAYOUT USED IN EXAMPLE ALYNx ULUMPE. f Y L9WIjy LM P.E15176+ OXO, ALL GLASS TYPES ANMMYYPE 8 b0e87RATE 2 u 0 12 CONO LOAD 2ONEi MAx 027E IJiE FRAME WDTN MAXOx DOOR FRAME vwni RAM FRAME NlRFNf 10.75 2560 79.76 4 2 7 4 2 3 83.75 4 2 7 4 2 3 4 2 7 4 2 3 67.75 91.75 4 2 7 4 2 3 4 2 7 4 2 3 95.76 12.75 27- 79.76 412 7 4 2 3 83.75 4 2 7 4 2 3 4 2 7 4 2 3 3776 91.7 4 2 7 4 2 4 95.76 -7-2 7 4 TFT 19,00 2UD 7IL76 4 3 8 1 4 2 3 83.76 4 3 8 4 2 3 4 3 6 4 2 5 87.75 91.75 413 8 4 2 5 4 1 3 9 4 2 5 95.76 '21.75" 31SO 79.75 4 3 8 4 2 9 83.75 4 3 8 4 2 5 4 3 8 4 2 5 57.75 ' 91.78 6 3 8 4 2 5 6 3 101 4 1 2 1 5 05.75 27.75 33ZO 79.75 5 3 8 4 2 3 83.76 6 3 8 4 2 5 6 3 8 4 2 5 87.75 91.75 8 3 10 4 3 5 85.75 6 3 10 4 3 5 36.13 35.fi0 7975 6 4 8 4 3 5 83.75 8 4 8 ♦ 3 5 7 5 8 4 3 b 97.75 91.76 7 5 10 4 3 b 7 5 10 4 3 5 95.75 3875 37M 7976 6 4 8 4 3 5 8376 6 4 8 4 3 6 8776 7 6 10 4 3 5 91.75 7 5 110 4 3 5 716 10 4 3 6 95.75 OETEIIMINEO WDEPENOENTLY. 28.716' MAXOJ7. 6'MAX. MAX ~- I L. 23-Ve' MAX O.C. 7 MAX OLO Deil9n Pr•e9ure CMA%' paNNRj� WA 2 FRAME 4•M• AIAXQC. thuelnAwaad: 9se 6hoel2, ThMes 3 6 4 ' 73-vrMAX / F•DoocreEvlPa / �4�Fb4s`IY reIM18c / / A-piDLO mQQe`N.I � � • I_ 263M'MAZ.9S)E II}j.'-LRE FRAME WIDTN 3A10'MAK DDOR PRAMlWIDTf tOPt?MAX DOOR • SIDRUM FRAME N1DTH TYP. ELEVATION OF OXO CONFIGURATION ......... ..... �.,.-.. AVARABlEWI1NAD.., RCEMEHEAD NTI �20NE'E-�ZONE 'P-T-ZDNE'E' / / / P. (� SILL �IDN!'!' SLLL LOAD ZONES FOR OXO CONFIGURATION Wan rA::A aN Y O L'J � �Q • • • • •°p � �' a a A s 7�. • NOTES: • • Ii do 1) SEE SNEET I FOR MASS AND ANCHORTYPE DUCRIPIK-0 Z µI t • • 2)DOOR66NYSELEFTORRNRR4WIDEOo • $y w G �... W O 3J ANOHdt OUANifilS AREBASE�liEA��FOII.OM'S. � • � ..__. 000 (4'M4AMB .FORC -tWME, rRO O.G.FORCMJL JAMBS IALLk 13-IN'MAX FROM*FID 23•V6• a p HEAD 66RLOF DROR6:6'MAX B�7�CYNERS,PMA%. O.G S • • FROMASTRAOAL MUTE •ANDW716-MIJL aM ILLK--- $1�ii"jWER5ANO • • 243 • • a - 4)FORSCM3NOTSNOVVN.ROUNOtWVOTM•tl1C7AVAIWIE '(S SIZE. Tm 4 ��S 6) FOR ANCHORAGE MLI STALIATR Q p w_OX .• oT p • 14L/6. • NFRl1RA7pNSYA¢RET11E DOOR LOCItSTILE ASUfSA wu `17111 Y LYNN • •`�`QQN 11//!� • !,, • • 810E U7EARE NOTAVAIABlE 1MiH499NFORClIENT. • • • • 71 SIDE LITE OVERLAPS DODRSY 3/4'•�ASSEA�LEO. .... '•�l11111." A,L1'W1MILL27LPE r XXO & OXX, ALL GLASS TYPES ANCXDRTYPE B SUBSTRATE 2,3, WOOD 1.Y. CONC 3 ALUM LOAD MINES @@ p I I iI I O W I O Ij39y z MAX SEE LIE WIDTH DOORFRAME WIDTH E HEIGHT 10.75 47.75 79.78 83.75 87.75 91.75 BS75 4 2 4 3 6 4 214 2 3 4 2 5 4 7 4 2 4 2 3 4 2 6 4 7 4 2 4 2 3 4 2 b 4 7 4 2 4 2 3 4 215 4) 4 1 2 4 2 3 72.75 31.75 76.75 83.76 67.75 91.78 85.75 4 21 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 9 2 4 2 3 4 2 6 4 7 T 4 2 1 41 3 1 6 70.00 56.7E 79.75 8175 87.75 91.75 95.75 4 3 8 4 7 4 2 4 2 3 4 3 5 4 7 4 2 1 4 1 2 1 3 4 3 5 4 7 4 2 4 2 3 4 3 6 4 7 4 2 4 3 6 4 3 6 4 8 4 2 4 3 1 5 ...2775 .59,75 79.75 83.75 87.7E 91.75 917E 4 3 5 5 8 -4 2 4 2 3. 4 3 8 5 6 4 2 4 2 3 4 3 6 5 8 4 2 4 3 E 5 3 6 5 8 4 1 2 1 4 3 1 5 5 3 8 E 6 4 1 2 1 4 1 315 27.7E 83.7E 79.75 83.76 87.75 81.7E 95.75 6 3 3 6 8 4 2 4 2 3 6 3 6 6 8 4 2 4 3 5 5 3 6 6 6 4 2 4 3 5 6 3 6 6 9 4 3 4 3 E 8 3 7 6 10 4 1 3 4 3 5 3E73 67.75 79.75 8&75 87.75 91.75 95.75 6 4 6 b 9 4 3 4 3 5 6 4 6 5 6 4 3 4 3 5 7 5 6 5 9• 4- 3 4 3 5 7 5 7 6 10 4 3 4 3 5 7 5 7 6 10 d L3 4 31 5 3IL75 71.7E 71L75 53.75 97.75 91.75 85.75 6/ 6 5 9 4 3 4 3 6 6 4 5 5 9 4 3 4 1 3 1 E 7 6 6 6 9 4 3 4_1 3 1 E 7 5 7 16 10 4 3 4 3 5 7 5 7 1 8 110 4 1 3 1 4 1 3 5 DETEIO9NED INDEPENDENTLY. Dcclpn Praccun 6' NAX. RdIlRloed: 9m 86ee12. Tepee 19 2 247•'MA7L GG 9'MAX PMAX 2441/'NAX OD. LeuM9bRe9; 8M BMel2• Tedee 3 8 9 I / \ 0' MAX r•oDucr31crr•B %thftn dk ' 34W MAX.M. / / \\ SEE TAS_LEA Imo. MAX. OLD 8•M•4�Oe m �• D I / \ /-REINFOTICPASM 1 Il,....n I .Ia / • \ REOULLEM@NTb. IS qW� MAX� FRAME F) NEW SHEET COMIBINING SUE � ZONE ELEVATIONS / HEIGHT bow / MAX. SJ.O / ELEVATIONS. AND ANCHOR TABLE&-UR- WN0H7 / N ID 244M\ / X13ow// MAX AX Mx.ao 2 pap v�i ^°a ppE Lf7EF NAI WDiX • • • $ �N ,e 1�";t 714WMALDO .I DiN 1074M' MAX. DOOR.3DE LITE FRAMEWOM • • • m • TYP. ELEVATION OiXXL OO CONFIGURATION CCtNFIGURATION NOTES: �� 5�i � � • • � • • • • 1) SEl SHEET I FOR GLASS ANIWCHOR TYPE Gt� • .. OSECR"ONS. • • • • 0.0 N • • I r ,-�-CONEF ZONE, x�20NE'F'�ZOM[ LOAD ZONES FOR XXO CONFIGURATION ' 10XX 81MIlAR1 2) DOORS MAY BE LEFT ORjIIjHj4rDEO.... 4 3) ANCHOR DUANTITES•RE BASED MSPACING AS 1 • ••• D: ' • FOLLOWS(P MIN. O.C. FOROMMWE, 4'MIN.OL FOMU): OR _ • 13-1M • ER8ANO23- • IZU • HFA�DB LLWD MCNLe: FAON RS• RRGAL CENTERS {p R9 AN010718•MAX. MAX.OG. W XFAD bbM1L OF BNLt>F�6M7B1itOM • � t �L O � kj�l �ER6N1D 244�'MA%.QC ••• a �C � • 4) FOR SIMS HOT SHOWR• ROUND LOP 7D 771E NFXr 00000 +13t �+5 �++ AVAILABLE SIZE. • • 5) FOR ANCHORAGE INST&ATIOIBOETAIS SEE • • • 11)tt IIII I/I/� • • • 11 LYlVry • SHEETS 1481E • • • '• l� a�NY �: 6)CONR0UNA710N5 VR/ERE 7HE DOOR LOCKSTILE j•• '..� ABIITSASIOl LIT& ARENOrAVAIABLC WITH* REINFORCEMENT. N0.66706 �'Q;� •; *= 7, SIDE LYE OVERLAPS DOOR NY31P ONCE ASSEMBLED. S+ .,� ,q'�NA� t�N4• A. LYNN MILLEM1 P8 P.EA eeT06 OXXO, ALL GLASS TYPES ANObRTTPE d8LBS7RA7E 1R DONC ],WOODUM LW ZDNES i o n 1 S3 MAX BOB FRAME wmm WIDRN MAXLUX DOORR FRAME WORT _ FRAME HEIGHT 10.76 47.75 79.75 4 2 6 4 2 3 $175 4 2 7 4 2 3 97.76 4 2 7 4 2 3 91.7E 4 2 7 4 2 3 95.7E 4 2I7 4 2 3 12.75 51.75 79.75 4 2 1714 2 3 83.75 4 2 7 4 2 3 $7.75 4 2 7 4 2 3 91.76 4 2 7 4 2 3 4 2 7 4 2 3 B5.76 19AD 55.76 79.75 4 3 7 4 2 3 83.75 4 3 7 4 2 9 $7.75 4 3 7 4 2 9 91.75 4 3 7 4 2151 4 3 5 4 2 E 95.75 .21.75 . 59.75 79.75 4 3 8 4 2 3 93.75 4 3 6 4 2 3 57.76 4 3 5 4 2 5 91.73 y 3 B 4 2 5 95.75 5 3 6 4 2 E 27.75 $3.75 79.75 5 3 9 4 2 3 B&75 5 3 B 4 2 6 B7.76 5 3 6 4 2 5 91.75 8 3 9 4 3 E 95.75 6 710 4 3 5 31,13 STAB79.71 6 4 9 14 13 15 M75 6 4 81 4 3 1 5 87.75 7 5 9 4 3 E 7 5 10 4 3 5 91.75 96.76 7 5 10 4 3 5 35.75 7135 79.75 6 4 6 4 3 5 -a 8 4 9 4 5 6 67.75 7 6 10 4 3 E 7 6 10 91.76 95.75 r 7 5 10 ZE3 16 DEIERAIINED INOEPENDF1Ni1.Y. MAXr aDam MAX oc. 1:� 1� I P� I I ay yr MAlc oy D•i Pnuun r ° 'l I4•- I 17 II I I I I Ra amt ee. ah .a 2 rwe.1 d x URelnbReC See SBW 2 T.W.3 d 4 L 23.11r MAX. OP- T- 4 Big S„V,r PRAIAE Ni1R NOTES: 1)SEE SHEET 1 FOP G1.A35 AND ANCFIDR TYPEDESCRNITIONS. 1aDDCCf9tVifd �.OM.t•tle lrPNw 2)DOORSMAY BELEFT ORRIGHT41NNOED. 'eOiM' 1 a)ANCHOR OUANTRIEb ARE BASED ON SPACWGASFOLLOWS(rMN.O.C.FOR p01 BW-W ��1"r�2 CONCRETE, 4• MIN. O.C. FOR CMUk JAMBS fALLt ta-1MMAIL RIdJ CORNERS MID 23-X MAX O.C. ►/•d•11 F) NEW SHEET 00IASINIHO SIZE HEADd GILL OF DOORS: 6•MAX FROM CORNERS, MAX FROM A91RALiA1. .I! ELEVATIONS,ZONEELEVATIONS CENTERS N ANDANCHORTAdcL-JR- HEADWNERSS)ELI/E DU10117 -MOLX FROM CORNERS AND 243N'MAXO.C. Q LD Q Fgt61JES SHOWN, ROUND UP TO THE NEXT AVNLABlE 89E. LWA III I .w1X.000RFRAS@WIDTH � a)FOR ANCWRAGE INSTALLATION DETARS SEE BHEET81t81E �D• } S:I • •1 q O D: a6Y<•MAX ebE 1� LTfEFRAME W@R1 ~- HSYr MAX DOOR ASIDE LITE FRAME WIDTH g,CO FKMMTICNS E�WHE�THEDOOR NOT AO=TILE WITH �W. �• �J E �. • �1 sa 7 • TYP. ELEVATION OF OXXO CONFIGURATION 7) SIDE LJTE OVERAAOMINZ' ONCE df ? w ASaENIS ED, 09 f w W y J • CI HEAD i""--ZOE TF, HAD �- ZONE •F ZONEF�t�20NET� r ' / R lo IAx. MAX ZONE e��}-- �'� via � ZONElp Slur e ZO IF LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE • • •'• • • • . _. .. .. .. _ ._._._.. 01IXO WNHWRH OUBETYPEHH • • • Y 71.V4• WIDE X 25-14-141(A,*** 7R DOU�SII E� WTI. (21764K X9 W 81*4no > 2 w H tl • • • • In • 0 1� • • .r • • • • • • ANCHORTYPE 21N70 CONCRETH, DESIGN PRESSURE • �3,�R{R• • • . p SEE EXAMPUE4,SNEETx NOR Or PJGMLE • • • • • • LL t !• i MENTS FROM TABU 11: yFj DOOR ANCHOR FMOU1RI 4 ANCHORS 0 EAC1491DE" 4MF • 40 O o 6ANCHOIIS EACH DOOR P�FIEL ®YEAR• Lf L •; • 6 ANCHOSS EACH DDDR L® Sl. • _ G •: 3 ANCHORS EACHSNDEU ®NEAR • • • • I. a ANCHORS EACH SIDE LITE 0BILL • • • • 111111111//// 1 • • • OSEE CNICLED VALUES ON TABLE • ``II ! �1� LYN/y X, • DENOTES ANCHOR LOCATION. e*2)(WDOD �®� pfi<ANCE EODE DISTANCE r BEE TABLE A SMSET I SEE TABLE 1%WOOD EMBEDMENT A. SHEET 1 BUCK NOTE 1 _ EMBE 1//•MA%.BHIM IN- MAX. SHIM 1M•MAX. SHIN ' PBO+IKT+BY® SEETABLE SEE TABLE M]LK++MLWIYW ASMEETI A.SHwI DOOR HEAD (WOOD) DOOR HEAD (CONC) DOOR HEAD (ALUMINUM) 1 RINED EMBEDMENT --.-I PICLADETAXS.ADOED !NB®MENT AWLRmEDJR-DWDNT 1M• MAX SHIM 114' MAX SHIM 11C MAX SHMi •�'' EDGE DISTANCE EIXLE DISTANCE TEDGEOPTANCE N Y Lg 1 ANCHORS— STAN O STABOlAlD STAGGERED BElTABLE ANCHORS ANG10B6 _ A.SHEETI T; • DQ • • litLL—• _ w • • p • tXNI70D SUC1XmODK NOTE IJ A. SMTABLE EETI 61 • ISI_� i� °b BUCK NOTE 1 - • 2 .g • + DOOR JAMB.(WOOD) (CONC) DOOR JAMB CONC DOOR JAMB (ALUMINUMI • • : • RZ V E e + 090000 El yy. • 000 • ♦ a, vJ1 S SEETABLENSHEETI SEETABLEA,SHMT1 BEE TABlEA, SH!!T1 • • • ••• O < 1H•W�.Sti f • • U r w•Mrx+HIM �wMAX ( • • � �i � +I&WL!• IS • LL I SEE TABL! A, SHEET B: A• SHEET 1 4 • . ; • 1.• • • • • O p EMBEDMENT EMBEDMENT • • • Q S 71LWOOD EDGE DISTANCE EDGE D6TANLf BUCK NOfE1 EDGE DISTANCE So• \\\ DOOR SILL (CONC) I •• ISIS• OpY LYNN 4. v' DOOR SILL (WOOD) DOOR SILL (ALUMINUM) . • • • ! \ II.��jo�NeF':r �': '�..� • Na seTos 1. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 UT THICK i% WOOD BUCKS ARE OPTIONAL IF UNIT 19 INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2L ARE 1 12' .D •. : * _ THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AKO.NMETALUC SUPPORITTHE ENTIRE L2 IF SILL IS TIGHT TO ENGTH OF THE SILL THAT IS NOT TIGHT TOR OTHER OTHE SUBSTRMATERIAL, MIIS NOT D TRANSFER SHEAIF USED, NON -SHRINK, R LOAD TO SUBSTRATE. . FSUBSTRATE IS WOOD, FELT PAPER OR MASTIC IIS REQUIRED BYETWEEN THE GROUT AL,, �ONALIEI\ ` AND WOOD SUBSTRATE, OR AS APPROVED BY THE ALUKORITY HAVING JURISDICTION. EXTERIOR INTERIOR (ALL HEAD &SILL SECTIONS) A. LYNNMI3ER PE 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. P.EAaros i , SEE TABLE F--EDGE DISTANCE EDGE DISTANCE A,SNEETI SEE TABLE EMBEDMENT A,SHEETI I t �{- I% OOD LIP MAX SHIM /N-MAX SHIM IIWMAXSHIM NOTE SEE TABLE Sff TABLE woma"1111►•f SYdY — WEe LE A6xEET1 A,SHEE77 I Earl,�f.BiN SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) SIDE LITE HEAD (ALUMINUM) F) CWISIED DETAILS, ADDED EMBEOM ^A 1 ALUMINUM.. JR-DIND117 1N'MA%SHIM �EM�NT 110•MAX SHIM 1N'MAX SHIM -I / . - -1- SEETABLE - EDGE DISTANCE EDGE DISTANCE S N )2 O 2DCEOISTANCE A,SHEETI SEETABLE JP LQ5 O wa SEETABLE A,SHEETI Fi• • EI I I A,SHEET I •� F SEE TABLE • • • A, SHEET • • • •� O i v1 b •• • O W n%WDDD 1%WOODISUMNOTEI :. :,' •� �� � • Bum mom • • • • SS SIDE-LITE JAMB (WOOD) SIDE LITE JAMB (CONC) SIDE LITE JAMB (AL • g m Q ' ••�••• ...-.._......- _ __.._...... BEETABLEA SHEET EESTABIEA, SIIEETI SEETABLE A.81j%1• • K • • • • • • � p t�-• • tN•MAX.WIM • • BUCK.NORT 1M•MAXSIIM ••'•• • •1, • SEE TABLE —[ �` SYi�Tr • • w e EMBEDMENT A�9HEET1 } • • • ii 6 4 EMBEDMENT • • • • • • im x>D •+ i...T zcWDW EOGE OISTANCE • • `It ........••• SIKJL NOTEt :�. ,,. .,,, I �(LYNN '�'a 4..--�•}-EDGEDISTANCE • • • �`` N••• .... �%1i SIDE LITE SILL (WOOD) SIDE LITE SILL (ALUMINlii141� • • �•vcENBF •.!� SIDE SILL (GONG) • � � :CIO * t Na 687O5 *� 1. WOOD SUCKS DEPICTED AS 1%ARE LESS THAN 1 12' THICK• Ix WOOD BUCKS ARE OPTIONAL IF UNIT Is. INSTALLED DIRECTLYTO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS I%ARE 1112. : •� 1 - THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ} C� C'`+$' 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUTOD, S PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE iZ LENGTH OF THE SILL THAT IS NOT TIGHTTO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, 9W FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE.GROUT "',S7ONAL"ImIllI%l,`t` AND WOOD SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. HE AD INTERIOR[ (ALL HEADD& SILL SECTIONS) A. L.P��gI�p5 ME. S. TYP. ANCHOR TYPE, EMBEDMENT 6 EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. • • • �s • . . •• ; ; •• . . • • P,Cf�in: gi4rds;/illagoese APPROVED BY DATE ZONING DEPT DLD+G DEPT W7111 :;llf3Jf C1 TO COMPI IANCE WITH ALL FFDERAL S I A l f AM) COUN I RULES AND RMAJI_ATIONS C3 Go it SPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone (305)795-2204 Fax (305)756-8972 Permit NO. WS-6-18-1638 } Pe it Type: Window utters Work Classification: Window/Door Repikoinent Issue Date: 7/26/2018 Expires:01/22/2019 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresviIlage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Windows/Shutters Parcel #:1121360110430 Owner's Name: Owner's Phone: Bond Number: Total Square Feet: 0 Total Job Valuation: $ 3,000.00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:00AM - 7:00PM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. lid lx� Ilro"," I OV 10 12--(V : INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS 1 r IF: PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER - HE BOLDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILFO IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REEOUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION, STRUCTURAL RECORD WINDOWS & DO )RS PLUMBING INSPECTION INSPECTION DATE INSP INSPECTION D INSP''.- AtPUBLIC tachment INSPECTION WORKS DATE INSP Excavation ELECTRICAL INSPECTION DATE `INSP Temporary Pole 30 Day Tempora INSPECTION DATE INSP Rough., Water Service 2"d Rough Top Out Fire Sprinklers