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WS-16-1133 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-264915 PermitNumber: WS-4-16-1133 Scheduled Inspection Date:August 22,2016 Permit Type: WindowslShutters Inspector: Mesa, Michel Inspection Type: Final Owner: PUGLISI,MICHAEL&SABRINA Work Classification: WindowMoor Replacement Job Address:1020 NE 104 Street MIAMI SHORES,FL 33138- Phone Number Parcel Number 1122320290250 Project: <NONE> Contractor: OPTIMUM CONTRACTORS INC Building Department Comments REPLACE EXISTING WINDOWS AND DOORS. Infractio, Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-263573. CREATED AS REINSPECTION FOR INSP-257692 7-18-16 not ready. Failed NOt ready for inspection. Correction a Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. ts August 19,2016 For Inspections please call: (305)762-4949 Page 23 of 42 st*°Rom i, Miami Shores Villagee TjB 10050 N.E.2nd Avenue NE 17 Miami Shores,FL 33138-0000 z t�tf{:laSs ��Irttippr ) �,.. Phone: (305)795-2204 { p � a 51411 Expiration: 10/3112016 Project Address Parcel Number Applicant 1020 NE 104 Street 1122320290250 MIAMI SHORES, FL 33138- Block: Lot: MICHAEL&SABRINA PUGLISI Owner information Address Phone Cell MICHAEL&SABRINA PUGLISI 1020 NE 104 Street MIAMI SHORES FL 33138- 1020 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 30,000.00 OPTIMUM CONTRACTORS INC ,., _.z_ Total Sq Feet: 0 Type of Work:REPLACE EXISTING WINDOWS AND DOORS, Available Inspections: No of Openings:31 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due AmountPay Date Pay Type Amt Paid Amt Due CCF $18.00 DBPR Fee Invoice# WS-4-16-59558 $6.15 05/04/2016 Check#:40623 $482.30 $0.00 DCA Fee $6.15 Education Surcharge $6.00 Permit Fee $410.00 Scanning Fee $12.00 Technology Fee $24.00 Total: $482.30 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,ROO NG and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informatio is accurat that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-na acontract do the work stated. May 04, 2016 Authorized Signature:Owner / Applicant Contr c / Agent Date Building Department Cop May 04,2016 1 Miami Shores Village i 'XE'CEIVED A R 2 8 zo,s 1 Building e rt ent BY: 19 - 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762--4949 FBC2® I —° BUILDING Master Permit No. LN(s (G - PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ]RENEWAL ❑PLUMBING ❑ MECHANICAL ]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: � ® 20 N G_ / 0 ef City Miami Shores County: Miami Dade Zip' '�' S�S f Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): po IrlJa►. 1 Phone#: Address: l D-.0 Mtn F, 1 ® S+ City: fl Ao ti*A J Y Li�9 State: 1�'1�-• Zip: Tenant/Lessee Name: Phone#: Email: SA ° rAiMU Q.5--�1 CONTRACTOR:Company Name: L'A- M V6 I., �-- d A,,_:_P- V #-,S AJ Phone#: Address; , C) -1 F3 City: ( (k t State: 'L- _Zip: �T Qualifier Name: �"7 /1�'. ��aNS0 Phone#: 6�'1 r� State Certification or Registration#: 0D_ _q T e(-Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: —State: Zip: Value of Work for this Permit:$ 7!5 01 600 0 G Square/Linear Foota e of Work:_ V e2 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition _ Description of Work: ® c&C,z `X f Gl e,s k/ 'v 6()W r specify color of color three tile: Submittal Fee$ Permit Fee$ 9 l® CCF$ j-e ` CUo CO/CC$ GA Scanning Fee$ 1 (rn Radon Fee$ (0. l DBPR$ 6- IG —Notary$ Technology Fee$ �?_k rn Training/Education Fee$ f Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ t l :Revised02/24/2014) (Rev1sed02/24/2014) STATE OF FLORIDA owDEPARTMENT OF BUSINESS ANDPROFESSIONAL REGULATION `CONSTRUCTION INDUSTRY LICENSING BOARD y (850) 487-1395 1940 NORTH STREET TALLAHASSEE ONRO L 32399-0783 NATANSON, GARY KEITH OPTIMUM CONTRACTORS INC P.O. BOX 960753 MIAMI FL 33296 xatulations! With this license you►3e6ome one of the near!}+ 81ion Floridians licensed by the Department of Business and STATE OF FLORIDA ssional Regulation. Our professionalsand businesses range DEPARTMENT OF BUSINESS AND architects to yacht brokers,from boxers to barbeque restaurants, Oe PROFE¢S L?�REGULATION they keep Florida's economy strong- C 0528 IS ,0811112014 ry day we work to improve the way we do business in��er logonto le you better. For information about our services, COPFI'RACTt w.myfloridaiicense.com. There you can find more iWormaton CER11FIED GE :ut our divisions and the regulations that impact you,subscribe NA-ANSON,GARY ' epartment newsletters and learn more about the pepartmeriCs OPTIMUM C1ZA 0ti ft atives. mission at the Department is:License Efficiently,Regulate Faitiy. " Constantly strive to serve you better so that you Can serve your .IS CERTIFIED under thq Provisions of Ch.489 FS. .tamers. Thank you for doing business in Honda, :nuc31,2Ms Ltaoell000t a congratulations on your new license! - DETACH HERE KEN LAWSON,SECRETARY RICK SCOTT;GOVERNOR -- STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROIFESSIONAL REGULATION CONSTRUCT110N 1NOUSTRY LICENSING:BOARD CGCO52834 A, a -he GENERALt;ONTRACTOR .. lamed below IS CERTIFIED :rider the provisions of Chapter 489 FS. xpiration date: AUG 31,2016 NATANSON,GARY KEITH . . OPTIMUM CONTRACT60S3*4 C P.O. BOX 960753 h MIAMI FL 332J6 7. ISSUED: 08/11/2014 DISPLAY AS REQUIRED BY LAW SEa# L1408110001364 ro`6 r � r ' SEC. OF d�RS GE RAL �T 51 M tk-1��5-.��t35 T 99 �.. Basi ax:7be w:aata ase 1116 WY M0: be oa3I alb 8a-27&.. t . g iia From Atlantic Windows 1.305.233.5534 Mon Apr 25 10:01:40 2016 MDT Page 1 of 1 CERTIFICATE OF LIABILITY IT Y INSU NCE 04 THIS CERTMOATE IS ISSUED AS A MATTER OF 94FO[dib7 mom ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFRWATNELY OR NE"IWELY AMEND, Ma END OR ALTER THE COVERAGE AFFORDED BY THE POLICIES SEf-OW. TM CER7VlQATE OF INSURANCE DOES NOT CONSYfrUTE A COWMACT BETWEEN THE ISSW4S INSURER(S),AUTHORMW REPRESENTATWE OR PRODUCER,AND THE CE MFTCATE HOLDLEC M PORTANT: If the eerditate holder is an ADDITIONAL U4SURED,the Iohcy1ies)must be endorsed. U SUBROGAMON IS WANED,subject W the terms and conditions of the policy,certain policies may raquere are eadoesemft A statement an two cerwicate does not corder rfghbs to the carte Holder in lieu oi'such endoiaement(s). PRICER (tgr�,._,DA21�I.ROSiRFSOM __ SiNIPi.RE6 MORTGAGE AND INWRANCE SER%:C S.INC ramex'w_mr$;z4 53b�� .. ii 665 S1AI27TN AVEI�tUE,SUITE 5 EaTAIL FT.LAUDERDALE,FLORIDA 33312 _......-..._..,...................................I............... W...... Tri A:ATLAI Mr-CASUALTY INSURANCE COMPANY, OPTIMUM CONTRACTORS,INC. P.0 BOX 960753 __._... MIAMI,FLORIDA 33296 wsTazz�E:..__. . _.� ... .. , �....._..,_ .�_...�_. fAlf.flR€R F: c VERAQES CERTIFICATE NUMREVISION NU1M3ER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED 8ELOW HAVE 13EEN ISSUED TO THE INSURED NAMED ABOVEYDR THE POLICY PERIOD INDICATED. NOTVWtHS,TANDING ANY REQUIREMEWL TERMOR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT it111TH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE.AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SIJ6JECT TO ALL THE TERMS, EXCLUSIONS AND CONDMONS OF SUC#I POUCIES.UMI'i5 SKo"MAY HAVE SEEN REDUCED BY PAID CLAIMS. TYPE OFWSSUWINCE POUOYMMSEt. i mIcIrmy, 61 POI..i ,32 -__ ._tJl6f15.....___.,_.._..,.__._.... GMNERALUABf XfY F1iCfiOCOUh NCE S 100A 0Q0.00 t„ tYL-=-MAOI: � �O=R t # MED EXPIA�?Yarepo+sait) S 5,000,E)Q_ A ' ACMM15 04/1912046 f 04MOM017 f f . i....... RERSONAL&aDV IN AIRY 5 1,000,000.00 t f GENERALAGGREGATE s 2,DOG,000.00 GEMAGeFtEGA1ELtNrTAPP!.VESPER: ..., ....� .. ., � PRODUCTS.-CdAAPIOP AGG S At1 M}TIf I I POLICY 1 PRO- LOC. 1 ..;I,_QQa�`1`,i•y7 ADTOP2LL4HnJTY i� E@_ >S .... _ .».�.........r.._... ANYATFO BODILY UEA.iRY(Per peretn) I a AUTOS ....f AUTOS ; BODII Y IfftY(Pa►aoq);S T+tREv Aftfos wsOS a s UTABAELLALtAId OCCUR i s EACHOCCt1F#t ENCt~ S OICESSUAB c1AiMS fgADEI t a i r_... DED RETENTKM5 $ WORKERS COMMNSAWNANDy AnsrfEMPLOVEWLIMUTy �aurEto�aAar �rrrocEctmvE YIN r . EACHAJnCMF.....1.(6i. I GPI-TCEJh1ET1aBlR EXCI.UDED7 FIn N" EL EACH nCgDEPiT_ !Ef__WSEASE-Flt EM19PLOYf3 S �E.LDISEASE-POUCYMW 5 f r t 1WNOFOPERATION$ILGCAftONSfV0fWLES Much==IM,M"anaTftomfs So*"*.NCOOM spate ft MquanQ GENERAL CONTRACTOR CERTIFICATE 14OLDEit CANCELLATION SHOULD ANY OF THE ABOW DESCR09M POUCM9 BE CAW-ELLED BEFORE THE EXPIRAIM DATE 1HEREO F. NOTICE LYIL.L. BE DELIVERED Ilf6 CITY OF MIAMI SHORES BUILDING DE?ARTMENT ACCORDMW WM UIE pOUCy pROVISION& 400W NE 2AVENUE MIAMI SHORES,FLORIDA 33138 AUTHORIZED A C7 70'ID RD CQ TIO1V_ Ail rights reserved. ACORD 25(2010105) The ACORD name and logo are mgiefered mdtb6 of ACORD From Atlantic Windows 1.305.233.5534 Mon Apr 25 06:16:38 2016 MDT Page 1 of 1 Paw JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW' CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 4/20/1016 EXPIRATION DATE: 4/20/2018 PERSON: NATANSON GARY K FEIN: 650713609 BUSINESS NAME AND ADDRESS: OPTIMUM CONTRACTORS,INC. P.O.BOX 960753 MIAMI FL 33296 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of s corporation who eleAs exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the Issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-13 QUESTIONS?(850)413-1609 r DATE(MMIDD/YYYY) ACCO E0 , CERTIFICATE OF LIABIL I INT NCE 5!2/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UOON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER SUNZ Insurance Solutions, LLC. ID: (Cornerstone) NAME:: Nick Jennings c/o Cornerstone Capital Group, Inc. PHONE 609-451-0113 FAX No 10 Willow Road, Building 3,Suite 151 E-MAIL Maple Shade, NJ 08052 ADDRESS: nic olas.'ennin s comerstonebrokera e.us INSURER(S)AFFORDING COVERAGE NAIC S INSURERA: SUNZ Insurance Company 34762 INSURED INSURER B: Aspen Re-London-Best Rating"A+" Cornerstone Capital Group, Inc. 10 Willow Road Building 3 iiusuRER c: Chaucer Syndicate-Lloyds-Best Rating"A+" Suite 151 INsuRER D: Faraday Syndicate-Lloyds-Best Rating"A+" Maple Shade NJ 08052 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 29738138 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMITS LTR S POLICY NUMBER MM/DD MMIDD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAM A13E RENTED CLAIMS-MADE OCCUR PREMISES Ea occurrence $ MEL)EXF(Any one person) $ 'EPSOM .&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY[:]JET LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED par .TYDAMAGE ( $ AUTOS ONLY AUTOS ONLY Per acc dent $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERsCOMPENSATION WCPE0000036201 1/1/2016 1/1/2017 ,/ STATUTE PERT AND EMPLOYERS'LIABILITY ANYPROPRIETORIPARTNERIEXECUTIVE Y/N N/A E.L.EACH ACCIDENT $ 1,000,()00 OFFICERIMEMBEREXCLUDED? ❑N (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000;000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 B Workers Compensation C Excess Coverage D DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space is requin,d) Coverage provided for all leased employees but not subcontractors of.OPTIMUM CONTRACTORS,INC. Client Effective:4/29/2016 CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVENUE MIAMI SHORES FL 33138 AUTHORIZED REPRESENTATIVE Glen J Distefano ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 29738138 1 Master Certificate I Jessi Crumb 1 5/2/2016 11:29:47 AM (EDT) I Page 1 of 1 luao ` 1► JOB NAME/ADDRESS: PUGLIS RESIDENCE 1020 NE 104TH ST MIAMI SHORES, FLORIDA 33138 DESIGN CRITERIA FLORIDA BUILDING CODE 20146 A WIND CODE: ASCE 7-10 I • , , MEAN ROOF HEIGHT: 25.00 rc itect EXPOSURE: D om, C#AR-00,52' BUILDING RISK CATEGORY II stlxan sones bellsouth.net CONSTANT: 0.00256 (GCPI): 0.18 WIND VELOCITY(V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT(Kz): 1.126 v� FLAT ROOF: N/A Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 175.04 p.S.f. W=Q (GCP+or- GCPt) P= 0.6 W .......... (ASD)w P= W ............... (LRFD)r 0000 • • • 0000 0000.. CALCULATIONS PROCEDURE EXAMPLE, USING MARK(A) •• • V•• •• W(+)= ..............75.04 ps.f. ( 1.0000000+ 0.18 +88.55 p.s.f. ..........P(+)= 0.6 (+88.55p.sf*10'= +53'r3 a.s.f• •...:. ••• .. W(-)= ..............75.04 ps.f. (-1.1000000- 0.18 -96.05 p.S.f. ...........P(-)= 0.6 (-96.05 .s.f.. 57�D S.f. • • 0000.. •0000 0 • . • • go so. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft.= 458.6e•'••• •0:•:• 00,00. 0000 ARK DESCRIPTION WIDTH HEIGHT TRIG. POS.PRESSURE NEG.PRESSURE ZONE Nb.A. • p . Gcp'• M AREA P.S.F. P.S.F. • me** ••• A HORIZ-ROLLER IMP. 53.125 50.625 9.34 53.13 -57.63 INT (4) 15AV"9; 1. -I.IDQWM B1 FIXED IMP. 26.000 80.000 14.44 51.86 -56.36 INT (4) 15-0528.26 0.971$ 401• -1.0 182401 B2 FIXED IMP. 56.000 80.000 31.11 49.21 -53.71 INT (4) 15-0528.26 0.912964912 -1.012964912 C HORIZ-ROLLER IMP. 53.125 38.375 7.08 53.13 -57.63 INT (4) 15-0519.09 1 -1.1 D FIXED IMP. 37.000 50.625 13.01 52.22 -56.72 INT (4) 15-0528.26 0.979821192 -1.079821192 D* FIXED IMP. 37.000 50.625 13.01 52.22 -69.32 END (5) 15-0528.26 0.979821192 -1.359642385 E FIXED IMP. 47.500 35.500 11.71 52.58 -57.09 INT (4) 15-0528.26 0.98789439 -1.08789439 F SINGLE-HUNG IMP. 19.125 38.375 2.55 53.13 -57.63 INT (4) 15-0519.08 1 -1.1 G HORIZ-ROLLER IMP. 37.000 38.375 4.93 53.13 -57.63 INT (4) 15-0519.09 1 -1.1 H HORIZ-ROLLER IMP. 74.000 38.375 9.86 53.13 -57.63 INT (4) 15 0519.09 1 -1.1 I HORIZ-ROLLER IMP. 106.000 50.625 9.32 53.13 -71.14 END (5) 15-0519.09 1 -1.4 J FIXED IMP. 37.000 63.000 16.19 51.46 -55.97 INT (4) 15-0528.26 0.963051699 -1.063051699 K I HORIZ-ROLLER IMP. 37.000 50.625 1 6.50 53.13 -71.14 END (5) 15-0519.09 1 -1.4 L HORIZ-ROLLER IMP. 74.000 50.625 13.01 52.22 -56.72 INT (4) 15-0519.09 0.979821192 -1.079821192 M FIXED IMP. 53.125 50.625 18.68 50.97 -55.47 INT (4) 15-0528.26 0.952080931 -1.052080931 N HORIZ-ROLLER IMP. 1111.000 50.625 9.76 53.13 -57.63 1 INT (4) 15-0519.09 1 -1.1 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.- 187.83 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. Gcp Gcp AREA P.S.F. P.S.F. + 1 OUTSWING DOOR IMP. 36.000 80.000 20.00 50.74 -55.24 INT (4) FL-15210.1 0.94684485 -1.04684485 2 OUTSWING DOOR IMP. 37.000 80.000 20.56 50.64 -55.14 INT (4) FL-10537.1 0.94472714 -1.04472714 3 SLID-GLASS DOOR IMP. 82.000 84.000 23.92 50.12 -54.62 INT (4) 15-1013.15 0.933119271 -1.033119271 4 SLID-GLASS DOOR IMP. 1119.0001 80.000 1 22.04 1 50.40 1 -54.90 1 INT (4) 15 1013.15 0.93939653 -1.03939653 5 ISLID-GLASS DOOR IMP. 160.000 1 80.000 1 16.67 1 51.36 1 -55.87 1 INT (4) 15-1013.15 1 0.96081115 -1.06081115 da Building Code Online http://floridabuilding.org/pr/pr_app_Ist.aspx s7, " E 4t4 3, , - �j to 1; z C BCIS Home Login User Registration Hot Topics Submit Surcharge Stats&Facts Publications `. FBC Staff ', BCIS Site Map Links i. Search Bustne i Product Approval �r eR rel� USER:Public User a ,q Product Approval Menu>Product or Application Search>Application List sµ : Search Criteria Refine Search MW IN ON@ Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Ap ications Validated By ' Revision �< � � ' Ryan J.King, History y µ „f P.E. (813) 787-8283 or Outswing Configuration Category:Exterior Doors Subcategory:Swinging Exterior Door Assemblies *Approved by DBPR.Approvals by DBPR shad be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::1940 North Monroe Street Tallahac FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copvmht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public:records.If you do not want your a-mad address released in response to a public-records request,do not send electronic mad to this entity.Instead,contact the office by phone or by traditional mad.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address W they have one.The emads provided may be used for official communication with the licensee.However entad addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine E you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �,'CUCY7EI Y9d24'A' • • •••• •••••• • • • • •• • •••• • ••••••• •••• •••••• •••••• •••• • •• ••••• •••• •••••• •• • •• •• •• •• • •••••• *000 • • • • • •••••• • • • 9/4/2015 11:26 AM orsda Building Code Online http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfy... y ^'.'11�1 ltd SCIS Home Log In User Registration I Hot Topics ?. Submit Surcharge 1 Stats&Facts Publications FSC Staff SCIS Site Map I Links Search • . uyes (&Product Approval gg USER:Public User Product Approval Menu>Product or Application Search>Application Ust>App9Cathn Detall is a... ,� r i7 am 14'r Application Type Revision Wim,., yrf'fR i.: 'e Comments Archived Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida Ucense PE-43409 000000 • 9000 9999•• uali Assurance Enti National Accreditation and Mana emen�,Institute • r • • OVO 9999•• • • • Validation Checklist-Hardcopy Receiy •••••• • •• • • • y� =06 9999• Referenced Standard and Year(of Standard) Standard 9 99 • 9•• • • • • • Year • ASTM D1929 • • :499140 00000• ASTM D2843 0 •0• 01999 :09606 ASTM D635 •• • •18(V• • • ASTM E1300 ;;98 0 ASTM E84 2000 ASTM G26 1995 TAS 201,202,203 1994 *3 9/4/2015 11:27 AM riga Building Code Online hnp://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttY... Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10537 R2 Equiv OF STANDARDS.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/28/2015 Date Validated 02/02/2015 Date Pending FBC Approval 02/04/2015 Date Approved 04/15/2015 SummarV of Products a' hf ,ri ' T ¢ Rustic" Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10537.1 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.1.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. 10537.2 b. "Flber0assic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelite-_ "ClassicCraft"or"ClassicCraft (OX or XO)Inswing or Outswing Configuration j Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.2.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10537.2 for Design Pressure Ratings by FL10537 R2 AE Eval 10537 2 odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions.(Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10537.3 c."FlberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelites- "ClassicCraft"or"ClassicCraft (OXO)Inswing or Outswing Configuration Rustic" 0000 Limits of Use Installation Instructions • • Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537�3.odf• •••• • ••:• Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmi&,*P.E.•43409 ;••• •• Impact Resistant:Yes Created by Independent ThR•tl ffr"Yes •••• • •••• Design Pressure:N/A Evaluation Reports •••••• • . • Other:See INST 10537.3 for Design Pressure Ratings by FL10537 R2 AE Eval 105373 ndf • •••• specific Model and for any other additional use limitations Created by Independent Third Party Yes :•• •• • • and Installation instructions.(Note-ASTM E1300-98 utilized •••• • •• • ••• for areas inside the HVHZ) •••••• 0000004• ••• •• •• •• • •••• 10537.4 d. "FiberClassic","SmoothStar", 6'8"Impact"Opaque Fibergle s Doulale Door-()W)Inswing •• "ClassicCraft"or"ClassicCraft or Outswing Configuration • ; • • • *00* Rustic" •••••• • • �J • Limits of Use Installation Instructions•••• : •••• : ••• Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.4.pdf • • • Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 10537.4 for Design Pressure Ratings by FL10537 R2 AE Eva] 10537 4 odf i 3 9/4/2015 11:27 AM arida Buildipg Code Online http://floridabuilding.org/pr/pr app_dtl.aspx?pacam=wGEVXQwtDgtfY... specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. _.__... _.._...._....... ---- --.._................._...._._.._ 10537.5 e."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door with Sidelites "ClassicCraft"or"ClassicCraft -(OXXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.5.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 10537.5 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.5.Ddf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and Installation instructions.(Note-ASTM E1300-98 utilized for areas inside the HVHZ) Badu Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a publk-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effecWe October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the kensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click bap_. Product Approval Accepts W MON WR 11 �taarit aar-taarr:ti �s s 0000 • • •••• 0000•• •• • 0000 • • • 0000••000000 0000 0000•• • •0000• 0000 •• • • • • • • • • 0000 0 •• 00000 0000•• •• • 04•00 •• •• •• • 0000•• • 0000•• • • • • • • 0000•• •• 0 0000 • • • • • 9/4/2015 11:27 AM Building .t , Inc. Consulting and Engineering Services for the Building Industry P.G.Box 230 Valtko,Ft,33595 PhomMA".4-19-7 Rorida.Beat of F m&NsIo i E094mn Catiitatt of Audwrization No.9813 11 MENEM RW Building Consultants and Lyndcm K Srhn44.PE,do not have MW Will Uquirc finial 1n=e8j int OW tompany nmufacMring or dishibuting the product or in any other entity involved in the approval process of the product named in the UmmpanyingFlorida Product A Wil_Lyndon F.Schmidt,P.E. FLNbA3409 January 6,2015 • • Consultants, Inc. Consulting in Servicesrr the Building I Pp. 33M phaft m3 A9197 Jonmy29,2015 TO Whm it MAY cone= 9 I' M: 6,r Oil .ri o mt to ,i,#8i X18 11n:pulmem e i t Appkml in ammhume whh ASTM D 635. 3, It tm bt*n d4mained by L F.SohmW P-L mW RW BuNing Comlows.Im.ft AST is m to A , Edition(2014)FkAft Builkling Code. The WOdHM i " d d ApPOM have beft MMW m momMace.with ASTM E r It hu equivalentto ASTM E ,which is the refareme sondlard andhas bem Wopud by tho 5th fAkjoa 14 FWWOuilkling AMG MMAmhWWLkAMMJ&ft its wA AM G 2"Sa ft has quivalat to AM 0 15545a. md by the-5th E . , <2014) da Ruiltling Code. . . .... ...... 41 dl • • s FL q.43409 "�� • • i•••e• • • ,y P w Sg ti 4 rSMTQNs 1HERMA11KY", I M r! tBER CLASSIC .� ..« ��`" �3� 4. o,� ,k tri s+`' CLASSIC CRAFT& CLASSIC CRAFT RUSTICVs N7SWING I 2 t'trttict f�� I t�Cacsd+xa v+sn+ anchacrltr t<,f t� �, �j strati t�t3eyordY �ducco. �� ' r y y.,�y.7.�,..,�, qg}�.{.g �j...pp�. �_��y�9 _. �-j�y.�y�. ,g.�� {'• ��.��xy-� 4 .`self 1norm d MY�iF whfn,�d,,�.� dobf 3 k1.*'. t c w W wtih -- SeCfw IM.11 dot tM FRC do% tit b't t pant cov tt ar @tS V and knr sWmd Zor 4 as defined h ASTM E1996 �n llf W 14f fhe FBG: & ka2xcon of own urMsawabeftxmos thrat#mn tw 2xbuck rx►. 6. 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Typ.HEAD& !d MASONRY MASONt7Y MASONR4Y— JAMOS 2X 81= 2X BUCK ¢s 2X KCK u U en Arrs BUCK AMCttORM WdSME t7JtAAdiAtJCitOlNAtG 1X1-4 tF«1W gsf Masom 2X IxedcComsbucthn a 41 C r. Cdn�te arochor locataans of ttre may t� �mdtreta Nt�a mfrs. edge dWance to mearkw)akft 11 2 CO=OtQWWhMiCCCtk=nOtOdOS'MAX.ONCMWnxWboodAWodto L �' mol tin the mfn,edge dRfdnce to nukridnk addYbnal concrete aradwm � 15 may be requked to ensure the WM ON CaWW dkawWan are notexceeded 12 h. o anchor fat9e., 12 18 A! ]'tt}R AlCittyR It1UW. 141t�V,C ABY L t tt1 ••• ••i i i •• • • nw Sls- EMSEWEN TO CRY .. 1YlI{[aJr�lt t► •• •i ••i i • • •• 14 1� a aw IAPCON® 1!4 1.1j4' 2" 4" ••• ••i ••i ••• • • �. ante 2 24 Og a Wit M.Y.S. RG4T UURACOW] 1l4 T•1!4" 1" 4� tAlCtta t7ETA11 wsa.er: AL • ••• • ••• • • ss car . . 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FIB MATT IRW SPACE - 32 TOP RAIL CRAFT R WOOD ♦ ♦ 1 it 13 1/4'X23/4"ELCOORITWC K8,HINGE STILE CCRAFT K . . +�)+'E CONCRETE-34M PSI MIN,CONCRETE CONFORMING TO ACI p ,ONKC TO ASTM CO} fORCEfN00IHK CtAS�CRAFT C 11 ,301 OX HOLLOW eft BLOCK SCREW S , "t,CE ..,......» .``� ,,♦�♦ �� Sim t#tt tt� H 1/4'X3-1 4'ITW COdCRET£SCREW STEEL. 4V SMOOTH STAR DOOR•SEE DOOR PANEL DETAIL SHEET FOR DETAI +. J 1/ X 3wr TW NCTTETE EW STEEL 41 DOOR SKIN 0065"THK STAR =6AW fS MIN. FIBERGLASS � L NIDX2•t PFH D AR COMP. d! R� ABLE THRESHO! 43 LOCK STNS TH ST ALVL u MWINGTHRESH AWMJCOMP. 44 HINGE STILE STAR WOOD \ INSWING MY A=ST THERMAI BREAK THRESHOLDAlUM/COMP. 45 BOTTOM MWA00TH STARI COMP. 4 OUUWNG COASTAL THRBm%D 46 1 PANEL REINFORCE Off 0=THK OOTH STAR) STEEL U4 5 WI 19 ffA_NDA_RD THRE dWD ALUMJWOOD 47 FOAM CORE POLYURETHANE I ALUA4. '. -. DOOR PAPE.DETAIL SHEET FOR DETAILS 7 DOOR OWM SWEEP VINYL 51 DOOR SKIN 0OP5'7HK $46AD FS MIK flB 8 JAWS SG s-D 42 SMOOTH STAR.FIBER W000 T RAIL P, 9 �0.6 ?x W-6-M 53 LOCK STILE CLASS CWOODAYL 10YEA FOAM WOObA ' -r T I HRL STEEL 55 BOTTOM RAI. CLASSIC COMP. 12 *10X3/rPFHSCREW IF PAPE.R9NFORCT 0025"THK CLASSIC 13 49A WOO 57 FOAAA CORE POLYURETHANE 14 LATCH STRIKE PLATE 60 FIBER <SEE DOOR PANEL DUAL SHEET FOR DEWS 15 SECURITY STRIKE PLATE STEEL 61 9R SKIN DaW THK CLASSIC Fy�&M�MIN, FIBERGLASS 16 18 X 2-T P€H SCREW Sim 62 T L CObtP. 1 +T STEEL. 63 LOCK STILE BER CLASSIC WOO®1LVL 1 S KVVIKSET PASSAGE LOCK-SIGNATURE SERIES STEEL. 64 HINGE STI1f FIBER C3.ASSIC fY 1 KWpKST Y BOlT-SI+3NA STS 63 BOTTOM RAIL FIBER CLASSLC COMP, PANEL REINFORCEMENT 0023"THK BER MM STEEL X 67 FOAM CORE POLYU E SF2 Sin .... P ur I R cel 2 ''ii�•.< ,.a•,. • • •• • it • • • 4 SJu t g • • • • • • d e' j [ •• ••• •• t Mw s• O•� 2/Z4/09 ow jk or Jo -...ys T �x -1..F i j%.•.."" 8 8 mms.e�peo =+).5ppp$t •i i• i •i• i • • • 9 Q F'��d!?53T.t a MIAMt•DADE MIAMI RADE 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) .miRmidede.gov/economy CFO 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 includin the Hi h Velocity Hurricane Zone.- APPROVAL one:APPROVAL DOCUMENT:Drawing No.PGT0130,titled"Series 770 Alum.$GQ*-.LM Irn�&"' sheefs 1 through 22 of 22, dated 10/10/14,with revision A dated 10/08115,prepared by Mantkacturir.6tgned ani..::. sealed by Lynn Miller, P.E., bearing the Miami-Dade County Product Controt Xgv)jion stama with tbp Notice of Acceptance number and )iration date b the Miami-Dade CaenI Prod u�eontrol S�cti4n. fro i �i/i • • • • • s n •• •• • LABELING: Each unit shall bear a permanent label with the manufacturer's"a••••mjnor logne•ei1y, state,•••...••• . model/series, and following statement: "Miami-Dade County Product Control AlapWpd", unlessiotherwise . • . .' noted herein. • ' . . ....• .. RENEWAL of this NOA shall be considered after a renewal application has begn Qed and there has been•.•.: no change in the applicable building code negatively affecting the performance of tlti§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. INSPECTIONS A copy of this entire NOA shall be provided to the user by the manufacturer or its �u�d shall 1� 5 a ' s"tion at the job site at the request of the Building Official. Wave. nd consists of this page 1 and evidence pages E-1 and E-2,as well as approva ocument me to on The submitted documentation was reviewed by Manuel Perez,P.E. MIAMW age Tt PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by 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 an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7554, dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 14-0123.10) *see 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading j)erFBC,TA6 Ra-94 .... ;• 2)Uniform Static Air Pressure Test,Loading per FAC,TAR.9-K-94 • 3)Water Resistance Test,per FBC,TAS 202-V4: • *00: '•'• 4)Large Missile Impact Test per FBC,TAS 20Q1;P,40 of • ;•••• 5)Cyclic Wind Pressure Loading per FBC, TAS 20-94 : •..' .•••• 6)Forced Entry Test,per FBC 241.1.3.2.1,and-tA&.202-$4•••• 0000* • along with marked-up drawings and installation diagram of afl'alfitninum s'iidilg glass••:0 door,prepared by Fenestration Testing Laboratory,Inc.,Test jepa�s No.; •• . ...... FTL-5980-R, FTL-6001-R and-FTL-6015-R, which have been revised kl(TMissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. ••• : •••• • (Submitted under NOA No. 49-4826.14) •• • 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 l Manuel er ,P.E. Product Contro x mfner NOA No.15-1013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowwuFD) 3. (CONTINUED) along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer), per TAS 201,202&203-94,issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 1S-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 01/30/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-04 .••• . . 0000 0000.. D. QUALITY ASSURANCE .. 0000 1. Miami-Dade Department of Regulatory and Economic Resoufc' (FXR). 0000.. 0000•• 0000 •• • • • E. MATERIAL CERTIFICATIONS •0000 ...' 00000 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amerivaa Inc.fgrteir ••*•• "Butacite®PVB Glass Interlayer"dated 04/25/15,expiringvn 12/11/16" ' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amei foa,�nc.for their •.•;;• "SentryGlas®(Clear and White)Glass Interlayers"dated 06/2 /15,cW11W on . 07/04/18. 00.0 ' 0000 0 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'b Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11,issued to PGT Industries,Inc. for their Series 64SGD-770"Aluminum Sliding Glass Doors w/90°T135'corners-L. I. approved on 02/12/15 and expiring on 02/17/20. Manuel P e ,P.E. Product Control x miner NOA No.l - 013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-2 TABLE A- ZIC INCLUDING POCKETS&90°/935°CORNERS GENERAL NOTES 1)GLAZING TYPE OPTIONS:SEE TABLE S,THIS SHEET&GLAZING DETAILS ON SHE 4&8, 2)DESIGN PRESSURES: CumrsaN mbL a. mmD 1° 1314` A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 'Elco 4110 S.S. M. TM .amb t-u B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. (aeleFax P.T.3M in IWO.%) Head/ Ivia ab r 3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THiS 114*So UWacon m 2m kel) 1° PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Jmnb 11 11•iid WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA gig,t88 cr410 •T.Sautbam Phm(sG40. Jamb 18 i BO�tTB"� Hi/Si31 b 3A' L$$ 3 X.11 madam) steM. - are' 0.054' swwwl or.33` H8 Jamb 318' 0.048r BE SEALED WITH Concrete pm.3.275 ks0HwAfSWJmib i-im 1dw NARROW JOINT SEALANT. Vr Elm 18.5 S.S. tt jamb 2 -i 8)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NON S,ANSUAF&PA NDS FOR Agediator Oiji U Cob,min.2 kel t 0* r O ALUMINUM DESK3N MANUAL. P.T.Scuumm FM I .1i5 Hoadmwiamb P lmw P.T.scum Ph* 040. Jamb Wily t2,stee13M3 05, Alwnkumt,SOMW HeadiSOUJnmb 0.� 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 oft 11 it wdo&) Steal,A38" tiea0188bJar� w OF— FLORIDA BUILDING CODE,AS APPLICABLE, Sled A 0•(115, TEST REPORTS:FTL-8980,FTL-5993.FTL-8001,FTL-8014,FTL-6016,FTL-8017,FTL-6022,FTL-8023, `MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-8024,FTL-6026,FTL-6028,FTL-6031,FTL-6033,FTL-8038 AND FTL•7564 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •'P-HOOK INSTALLATION REQUIRES 2.8934 MiN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC F=HOOK REQUIREMENTS. 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS,SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DYING MAP 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-112°THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT)S INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1412"THICK OR GREATER.iX AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............I RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS.....„...2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,6 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL.IS NOT REQUIRED.IF USED,NON•SHRW NON-METALLIC GROUT, DESIGN PRESSURES.......8 8 MAX.114”THICK&3400 PSi MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,309 FELT PAPER OR MASTIC IS ELEVATIONS.....................16,18 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES 17 TABLE B,SEE DETAILS ON SHEETS 4&6 CROSS SECTIONS............18.19 . \ PEXTRUSILIST ONS............. .....2122 .. •Ppmved as mmot7Gr;•o d* 09A 9"8'Lamb~. Uta of OP HS Mass vft.090"PV8 t'taAda 04 7 it Lemkow.(2)Utes 013"8'He aka8s vdtb.ow SG ar 0£SKiN PRES&tRE RATM I IMPACT RA7340 t4l3Ap 04A 8118'Lsadnated: U tm of 114'ire G14"wM.090'SG kftftyar SEE TASLE31,2&8ON RATED FOR LARGE&SMALL aibml Dads Ptednca 05 r LamMated LO.:3/18'TExtmtar ♦3t8'Alr 8 +7118'Ramblale+4; Lees 013!18'Fre Gaga aitb.090`PVB or SHEETS e.7&6 MIS38.£IMPACT RESISTANCE 050 r Larokreled L0.:1141 TExtodtd OW+8"8'Ak Spm+T"8°L Wck M Uilmal gY�'YS Ofeaawikl.Q99' er • Sr 08 00A 4'LmWAood LG.:2MW TExtedor +318'AV a*7118'temhmted ots 18" Or er GLAZING NOTES: r GG? 4`La blOdLamUm LSO:itUHes of�ir ANN teras vM.fib°SG i e to •-Lipa�t • •91io• • • • • onfr=HEAANNEALED TL STLRENGTHENED O7A 118•tam4leted: LBea of 914'ANN QLass wlth,090 901n er 'T'=TEMPERED 08 11 Lamtnated LO.:&•18'TExledw +SW Ab Spm+711V LenknaW; Utes of 3118•Affil Olsen vMh.080`s4 ar 'PVW=.090'BUTACt BY KURARAY AMERICA,INC. = Y: 14o.58705 tc GSA 4°LembuW LG.:I4'TE%Wor La +6Mr Ab space+7118"Lemaeted; Lfts o13fir ANN ukase wo ABG 80 kaft r 'SG"o•090'SENTRYGLAS Y KURARAY AMERICA.INC. ,• • • • • • • • • • ••• ai,°oa.� = S A C Or`•' �j:[off. so fofflsats A TEDUdI�tA177tAWv01FA07NRAt, w «+ tl10t2 GENERAL NOTES MD MAP L. .• � •• • 11 aaaeoo •• • • • SERIES 770 ALUM.SGD-LM IMPACT '�s'titUNAI � Jit iQltOXa •.,, CFRL:OFa/m02�9 X770 NTS 1 a 22 FO7Y11� A !�'tekPe04 mak;P.E. . . • • • . . • • . • •• •• . . . .• .. ... • . • ... • • EXAMPLE CONFIGURATIONS _ -- .. 1)ALLCONFIGUNSNONSS -.- ... tJ ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL Jw","JC-.-Kw-OR-KC-INSTALLATION. EE(AAPM 4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTHO NOM.PANEL WIDTH 00=p,PXXXX OR XXXXp.0)00(IN POCKET CONFIGURATION PER TABLES 13 PER TABLES 1-3 CAN BE X)O(P• 2)9W&136°CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT MAX,UNIT 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT HEIGHT f / PER TABLES 1-3 ; PER TABLES 1-3 f l i s "X=OPERABLE PANEL, 13� -O"=INOPERABLE PANEL, rocrcer aoCtsOr 73 -P-=POCKET f—^-DETAIL LETTER PA 1- NEL 1 cam°-=CONCRETEMENSTALLATKNd TK)N CONFIGURATIONS SHEETNUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH NOM.PANEL WIDTH OLO HEIGHT=DOOR UNIT HEIGHT-10.126" PER TABLES 1-3 PER TABLES i-S PANEL HEIGHT=DOOR UNIT HEIGHT-1.868" i I . I 1 MAX.UNIT A HEIG IT HEIGHT I HEIGHT PE PER TABLES 1 3 / E TAB ES 1-3 r r Ir 4-PANEL CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH NOAH.PANEL WIDTH NOM.PANEL WIDTH PER TABES 1.3 PER TABES 1-3 F mti a pprovcd�sompiy}sgWUlu• 62A Ani MAX.UNIT R mm d MAX.UNIT l j HEIGHT // NOTE HEIGHT PER �, 2.Tm PER TABLES 1-3 • • • • •I •• TABLES 13Nr so sHFOr. er, 5-PANEL CONF{GURA S CORNER,TYP. ' // No.5T105 (OUTSIDE CORNER SHOWN, !o • ••• • ••• • • INSIDE CORNER SIMILAR) •. I U • • • • • • • LrwPma i.) STA L'•OF Y i : mra A oc2uutolsrrOas T-adw .: : • EMMPLECONFIGURATIONS %,'��o�'•.`LORIo?.•'�G\\'� •• s 1011)40-Mg •• • • • SERIES 770 ALUM.SGD-LM IMPACT '';S<<>N!1L tC��• PmeF C!& 6Wt mitis I8 A.LYNN MILLER P.E. JR IM14 CORK. na COAU *MOO sW-m NT$ 2 -22 AGTQ130 A P.e.e r ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE CONFIGURATIONS MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS NOTES: 385.7118" 98"HEIGHT i)ALL CONFKiURAT10N5 SHOWN ARE ALSO AVAILABLE A3 POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300.114°0120'HEIGHT LOCATIONS USING DETAIL Jw',Je,'Kw"OR'Ke'INSTALLATION. NOM.PANEL WIDTH EXAMPLE;4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 13 p,OpOR XXX(p.OXXX IN POCKET CONFIGURATION CAN BE p t i 2)9V&135'CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT + OF ANY 2 STRAIGHT CONFIGURATIONS. IR 9O 1 3)FOR NOM.PANEL WIDTH,SEE TABLES 1.3. 'X'=OPERABLE PANEL, I j POCKS, I '0"a INOPERABLE PANEL, _r � 'p'=POCKET 6-PANEL CONFIGURATIONS DETAIL LETTER MAX.UNIT WIDTH °W'=WOOD OR METAL INSTALLATION CONCRETE INSTALLATION NOM.PANEL WIDTH SHEET NUMBER PER TABLES 1.3 dh dh gh 11h tith '212, DLO WIDTH=NOM.PANEL WIDTH-7' N If DLO HEIGHT=DOOR UNIT HEIGHT-10.125' PANEL HEIGHT=DOOR UNIT HEIGHT-1.868' MAX.UNIT HEIGHT PER TABLES 1-3 ` I 7-PANEL CONFIGURATIONS @14 Lag 0 as�ffsl MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 13 •PPFAj� -1— �m- rwad ammPipwU►� mv t F1m1da ' ww MAX.UNIT HEIGHT t �� PER TABLES 1-3 i 0+ f •• •• • • /• � g �ti I / • i i/1•• a>rtter • • • • •• • j a, '�tCEtdSg',Ep 8-PANELIMI MOURA IRONS46 • • •, _r�r___� y�' Igo.50705 �;l tlTA awe o,� • • • • • • • • a o so loama R ctuxr+>srma r ,00� Enna EX4MPLE00AINGURA7IONS _ DAN ••• • �e y.aP � •• • • • SERIES 770 ALUM.SW-LM IMPACT n+VAI �s A.LYPNJ MILLER P.E. � 0l14 tx o�aurrttP sC,VYTlO NTS 3 a22 PL3TB130 A P.E3saros • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS(G3,G3A, G4,G4A, G5&G5A) 7118°NOM. 7118°NOM. 1'NOM. 3118'HS GLASS 3118"HS GLASS--\ 3118"HS GLASS 080"PVs _ .090"PYB .090' V31V 3118°HS GLA 3118"HS GLASS 74 3118"HS GLASS 318'AIR SPACE 74 82 8't 3118"T GLASS 83 EXTEMM 314"NOM.GLASS 58 SWNOM. BITE GLASS SITE EXTERM Uao ZD eD '� 64 a79 \ 7/18"LAMINATED GLASS TYPE G4 1'LAMINATED I.G.GLASS,TYPE G.5 9118"NOM, 8/18'NOM. 1`NOM. 3H8'HS GLASS 1/4'HS GLASS 114"HS GLASS ow P)lft- - .080"PVB 080"SG WS'HS GLASS 114°tfS GLASS 74 1/4"HS GLASS �a 5118"AIR SPACE 7a 1/4°T GLASS 82 132 3/4'NOM. 3/4"NOM. EX w GLASS TEX EFWR GLASS 50 314"NOM. BITE C;� BIS GLASS BITE ,e 84 64 BB w�rwrodumatpj►1a;+iN611• WAP ml act 9/16"LAMINATED GLASS TYPE G3A 9116'LAMINATED GLASS TYPE G4A 1"LAMINATED E.G.GLASS,TYPE G5A •• ••• • • i• • • •• °Y GLAZING NOTES: i• s ••w i i i i ` O\aV t. ! I111 •• • • • • ••• • ��' A1C •.�Fp �, *ANN*=ANNEALED • • 90: i • • • • °HS'=HEAT STRENGTHENED •• ••• • • a •• yY T-TEMPERED No.58795 `PVS'-.090'BUTACITE Y KURARAY AMERICA,INC. - `SG"-.090"SENTRYGLA Y KURARAY AMERICA,INC. •• •• "Z• • • = i'• (e u P.WIV • • • • • • so wmn0�s a 4�DAIAERiAYERAUNtUfAC7URER GIVING DETAILS ','k`n' �tomoP. isww •• • �,ty � �• • • SERIES 770 ALUM.SOD-LM IMPACT �°�" gvey- RIt A LYNN MILER.P.E. .W 1 0/14 n.� GENT.OFMML 92M son rnJ NTS 4 -22 PCiT0930 A PE&G3J05 ••• • • • • ••• • • • • • • • • • • • • •• •• • • • ••••• 000 0 0 0 000 0 0 GLAZING DETAILS(136,G6A,G7, G7A, G8&G8A) !"NOM. 7116°NOM, 1"NOM. 3/18"HS GLASS 3t18'ANN GLASS 3/18"ANN GLASS 90" .0SG Aw SO 3118"HS GLASS ow 3118'ANN GLASSS 318"AIR SPACE Y4 NIS'At�iJ GLASS 74 318"AIRSPACE 74 T 3118" GLASS 3110"T - 82 XGLASAo 603 S 314"NOM. QR GLASS 60 G"LASS `V'' BPIE FXTEMOR BITE @K n 54 SS — �. 1"LAMINATED I.G.GLASS,TYPE G6 7116"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS TYPE G8 1'NOM. 9118"NOM. 1'NOM. 3118"HS GLASS 3118"ANN GLASS- .090"§2— LASS .�"� 1t4'ANN GLASS .09V Aq. 3118"HS GLASS 090"SG 3118"ANN GLA 6118"AIR SPACE ri 114"ANN GLASS 74 5118"AIR SPACE 74 V4"T GLASS 114°T GLASS 82 89 63 3/4"NOM. E GLASS 314"NOM. BITE GLASS BITE EXTERIOR a 81 ExiF.WOR 7B a >a 54 . anc� I�Ixa. 65 55 + .. Dale N9Ai MEtm "el 1"LAMINATED I.G.GLASS TYPE G6A 9116"LAMI T GLASS TYPE G7A •• 1"LAMINATED I.G.GLASS TYPE G8A t GLAZING NOTES: •• •i •• i i i•i •• ��``��D��`" Mtn '�i "ANN'=ANNEALED • • • • • • • • • 1 ��.,. �tGFNSE''•.•-p r "HS"=HEAT STRENGTHENED •• ••• •• • • • •• "T"-TEMPERED No.�$7U5 PVS"_.090"BUTACITE Y KURARAY AMERICA,INC. 'SO"-.090"SENTRYGLATSY KURARAY AMERICA,INC. Gee Goo e oil 40 rasOr6 a 7mtrorouaWawxura07Laesr: • ILS roerexevF NG DETA 7 F'LORO, Mawv arena•• • SERIES 770 ALUM.SGD-LM IMPACT , (ear}ee9 res s.e"aoc a ba yam w" i t r lit A.LYNt M�.LEK P.E. rovrar4 ©6R7:Le:AVW.+P�M 6ea77o NTS S m22 POT0430 A P.E#63705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1 TABLE 1A y '\ ..� _' Fw,FN' '�•x', � .,_.tea �ye b !�`� "F ��9��((® {, Eel nF FIN Carrer estl�lai alwhtasSs 011 W or 135°110tnet ulft 8N Rde & eud lire St$8 t Asttagai 1 ow �: Lav•2.117' +48.87 "ea sty below. _Lw 4 4 1 2 3 1 4 9 1 2 1 3 4 . 24" �O 6 8 p 8 8 8 6 8 8 8 $ SEE NOTES 1.3 8+7 4+7 8+7 $+7 7+8 7+a 7+8 7+8 7 +8 T+ +8 7+8 +8 7+8 04+1 + G4+1 04+1 +9 C4+ C4+1 C4+ CA+1 C4+1 Mi C4+9 (4t1 C4+/ 51 mow x 8 8 8 8 8 8 6 $ 8 8 $ 6+ 6+7 T+8 7+8 JIC4 ?+B 7 7+8 7t8 7+8 7+8 7+8 7+8 1 M 1 C4+1 +1 CA+1 1 CA+ +1 C4+1 +1 C4+f +1 C4+f t 36° OSLO Jamb 8 8 8 8 a 8 8 6 a 8 a 8+7 8+7 8+7 7+8 +8 T+8 7+ 7+8 7+8 7+8 T+ +04+1 +1 C4+1 C4+ 04+1 CA+1 1 1 Cd+1 Ca+1ON LENGTH a 8 8 $ 8 a 8 8 Pdtook 6+ 6+7 8+7 7+8 7+8 +8 7+p +$ 7+8 +8 7+8 7+8 ul ulC4+x C4+ C4+2 C4+ 04+aCA+z + Cri+a C4+2 C4+2 04+x49° JsOil) 8 8 8 $ 88 8 a 8 O8+ a+T 8+ 6+7 7+8 7+a Tt +p 7t$ +a 7+8 +B Tt +8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. (VOTES: 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3114°SILL. 2)WHEN USING THE 2-iJ7 SILL,POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3.11V SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE C SILL,POSITIVE WATER OP IS 60.0 PSF MAX{NEGATIVE PRESSURES UNCHANGED}SEE DLO WIDTH- NOM.PANEL WIDTH-7° DLO HEIGHT . � •` � `° 8" a..�. = ADJACENT OIAGRAMk THIS CdNOITIOtd iS �-' DOOR UNIT 4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT S}DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.888" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstile @ Jamb Straight Astragal Lod"le( 90°Astragal tockstile@ 135°Asvagai Lodr w Assembly straight Astragal Assernbly 90'Astragal AMM01 1W Astragal 4pprorat"woptlttgaiBtttib Standard Stiles Standard Stile Standard Stile Standard Stile StandardStlie Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile out. Standard Astragal Outside Comer Outside a 14 I 1 e - Comer e lot aet • • • uv. FiFt LU • •• ••i i • • • LYNN cornert. ..y Corner • • • • 4tsid•Coln�• M060(a) Part N60 Part M60 Part$60(Stile) Part H60 pant krt Y1${Comer Part tFJ 19(Out.) Parts @31{&p32 Part"I St Na.50705 Part$67(Astragal) Receiver} Pan g120(in.) {corn.&Fxd Mount} t� $0 MM15 A CNAAX TIaSarH T' • • • • C3,�'•, ST TF :.ti`s PwVg A1VDAlVriHQR4OE %i�tsn ft6RiD�A.•�,c) tt aea+aoo • IGMES 770 ALUM.SOD-LM IMPACT «�•e•ta LU P.E. Lrw�inl JA 10/1Q194 caa¢r oFatirx. aea-> NTS 6 w 22 POTQf A P.F pb87M • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(tor all approved configurations on Sheals 2&3) Maximum OP for all shm:+601.60 Por oonw beaegal anahxegs on 80'or 1a6" r untta,see street 11 I (toy be b*ed by TSW 2A) Table applies to aims Types 4,4A.6,8A,7,TA.8&8A m 0 8' 1 and the Slits/Aetregel types T 4 1 2 a 4 ;C14C4+ 4 1 a 4 1 2 a 1 1 3 4 a 4 + + ♦ t + f + 00+11t ♦ + 24' Ott�O Janat 8 8 a a 8 a 8 8 8 10 t0 /0 10 10 10 10 10 14 t 1 1 10 10 1 is P 6+7 8+ 8+7 8«7 7+8 r8 7+8 +a T+& + 7+8 + +8 7+8 8+8 8+ 8t 0+10 8+10 0►10 O+0 9+10 0+10 CAN CM1 CA+1 C4+1 04«1 N +1 C6+4 CAM C4►1 C4«i + 04+1 C4+ 1 CA+1 C4+1 C4+ t%N C4N t%+i + 9 N + + 30' 1x0 a 8 a B 8 a 8 8 8 8 t0 10 10 0 1 90 10 10 90 90 1 tis P 9t7 Bt7 6+7 7 T+8 7+8 7t8 • + +8 7+8 «8 7*8 8t8 8+9 8+8 8t9 6+8 8+9 8N0 9rt0 10 9+W 0N0 9+10 9+10 9+10 HUM C4+1 1 N 04+1 04+ (71+1 1 I 06+1 I CA+i CA+i 1 04+1 CA+ 04+1 N +1 04+1 G+1 01+1 C4+1 04+1 C4+1 CA+1 CA+1 1 1 CIO 040 ae' � Jamb [ E 8 8 6 a 8 8 8 a 8 8 8 10 10 10 10 10 10 10 10 1 10 90 10 10 P-Ix+olr 8+7 8+7 + + 7+8 7+8 1+8 +6 7+8 7+8. 7+8 7+8 T+8 +8 8+9 9 9+9 8+8 " 8+8 8+a 8«8 8+10 8N 0 9+ 0+1 9+10 8N0 3V HeadMil + + ♦ C4+1 C4+1 CA* 04+1 04+1 04+1 + ♦ 04+11040 04+1 CA+1 C4+1 t COI N 1 G« +1 CA+1 CA+1 06+1 08+1 C4t1 04+1 1 06+1 42OLO Iamb 8 a 8 8 8 8 B a 8 8 8 6 0 10 10 10 /0 10 10 10 10 10 t0 10 10 10 10 Pfiook 8+7 6t7jC41 Tta 7+0 +8 7+8 7+8 t 7+6 7+8 7+8 7+8 7t8 7+8 8+0 8 8+9 8+9 8+ 9+10 8+10 0+t0 8+10 8►10 8+10 8N0 + HsadW C4+2 t C4t2 2 +2 6+-2 C4+2 04+2 06+2 04+2 04+2 04+2 + 06+ 04+2 C4+ C4+2 C4+2 04+2 04+2 C8+2 C8+2 04+ C6+2 06+2 C6+ CF2 CS+2 4a' W49.0 .Farb 8 8 8 8 6 e 8 6 8 1 1 10 10 10 10 10 10 10 10 1 90 70 10 10 i0 7 8+77+8 7 +8 T+8 7+8 T+8 7+8 7+8 7+8 6+8 8+8 8 8+8 8+8 9+8 8+9 0+10 9+10 Otto 8+� 6N10 0+1 1 90 HOV�m 044C4+2C4+2 +2 2 CM2 a-+2 2 +2 C4+2 04+2 +2 04+2 C4+2 tW �Q Jamb a 88 8 8 8 a 8 8 8 0 8 B P book 8t7 6+7T+8 7+a 7*8 7+8 7+6 Tt 7 7t 7+8 7+6 7t8Not aVaiiabi8 in t(10ae siYRs lite CA«2 + 06+2 C4+2 C4+2 06,2G1+2C4+2CA+280` t o Jamb e a8s e a e a e a a aP-hak 8+7 8+ 7a$ 7+e 7 Tt8 7+ 7+8 1 743 1 7+8 1 7+8 1 7+8 IV+ 7+8 NOTES: 0= EXAMPLE ON SHEET 0 OLIO WIDTH= 1)POSITIVE PRESSURES 04 TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/r SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL, T BLE • NOM.PANEL WIDTH-7' POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4"SILL,POSITIVE WATER OP IS 60.0 PSF MAX Sill Height to Max.(+)DP DLO HEIGHT- (NEGATIVE PRES.UNCHANGED),SEE TABLE 2A. (Water Infiltration1110111119) OH LENGTH 3),P,3-1/4'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' DOOR UNIT HEIGHT-10.126° Sig New He SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX (+)t�e1Qh (Flat or Box,see PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY tttreet 17) Pressure,pa9 � � OH RATIO L 1 DOOR UNIT HEIGHT-9.888° AN OVERHANG COMPLYING WITH THE CURRENT FSC;(SEE ADJACENT DIAGRAM}:THIS CONDITION IS x NOT RATED FOR WATER INFILTRATION. Flush-1-1/2" see rate 3 p 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2•/2' +48'87 j 6)DOOR SIZE TO COMPLY WITH CURRENT FBG EGRESS REQUIREMENTS WHEN REQUIRED. Medim-3.1/4' +60A �- 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY.DIVIDE BY 2 FOR PAIRS TO BE H -4 +80.0 OH LENGTH INSTALLED. SEE NOTES 13 OH RATIO=OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&18 FOR ASSEMBLY DETAILS. Interlock Phook Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockst8e® 13S°Astragal Lockstis @ i Asm Straight Astragal Assembly 90°AstragalAssemb 135°Astragal +PFMWAse40010144a4itno Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStffe psora Standard Astragal outside Corner Outside \4N OT7n4 • • • CCo• �• • ICtinar netv, TLig -FL edd � (a 4 • • fo4r 6V ' aw ;4sld =deiYYeNdnNe9 yKe�n a.C. V�p£IasF".F9 Part#61(Stile) Part#61(Stile) Part 061(x2} Part#61 Part 961 Part#61(St11e) Part 061 Part#118(Comer Pert { ') Potts#31&032 Part 061 ;t No.58705 Part 067(Astragal) ceiver) Part#120(In.) ,•n..� SOjs . w uT > 8C 1a620fa A cHAAtGE9TItlB8ff8E7. • • • • t9aVxlF.,FLa+B76 • A�Q/'�It�IV1i/'t6iC :^�T•.•'..FCOn50?'•'' Iswy/4BD,tgOe " SES TTO'ALLNVL SGD-LM IMPACT xa< , �c,f•....�4"a E J12 WIm14 0.• CWOFAVnLa282ae 804710 AfT3 7 d22 PQTOf30 A P:E.alksios • • • • • • • • • • • • ••• • • 41 ••• • • TABLE 3: TABLE 3A: Design Pressure(DIP)and Anchor Quantities Required,(tor all approved configurations on Shests 2&3) Matdmum DP shown below SM Height to Max.(+)Dp For Comet asUrBat anchaege on 90'of iW @omar unite,see at"11 (Gray be BatRed by•lbbie 34) (Water Irdrtrettan Rath18) Door Unit ht TO Rlser HeW (+)Deign Table applies t0 01ne VM 4.4A. 84° W 860 1 (Flat or Box,see Pressure,Psf 6.8A,7,7A,8&8A andthe Stilet Shaer 17) CMM belay. rx m - tttx A�ry91 bpe 1 2 8 4 S 2 3 1 9 4 1 S 1 2 r 4 S 2 r e - '1 sae note 3 Lmv•2.1 + Cola Madium.3.1l4" + .0 24, 1P Hembl8l@ C4+1 C4+1 C4+S C4+1104+1104+1 C4+1 CMi C4ti C4t1 C4+t C4+9 C4t9 C4+1 C4+9 C4+f p7+1 C4+1 1 C4+9 C4+1 C4+1 04+1 0411 -4. +BDA DLO Jrnb 8 8 8 6 8 8 8 8 8 fl 6 8 8 8 8 8 i0 f S0 10 10 10 10 P-hosk 8+7 8+7 8+7 6+7 J+8 7t8 7 +8 7+8 T+B 7+8 7+8 7+8 7+6 7+8 + Bt8 8i9 8+9 8+9 8+8 8+8 8+9 9 SEE NO7E5 1-3 Dei Phu" +H9D 0 t +182.b 1 +h 0 / 30„ 2r" H W C4+1104+4 C4+1 CR+1 04+1 C4+1 GhS C4+1 C4+1 C4+1 C4+1 C4+1 (Y3+1 05+1 C4+1 C4+1 C4t1 CA+1 C4+1 C4+i C4+1 04+1 04+1 Lxa 8 8 8 8 8 8 8 8 8 8 B 8 8 8 8 8 1D t0 10 10 10 10 10 10 P40dt 8+7 6+7 6+7 6+7 7+8 7+1117+9 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+8 e+9 8+8 8+8 8+9 818 8+8 pressure +/-•Bops/ +1826 t +1.7&0 PSI �, 20° Head< 04+1 C4+1 C4+2 C4+2 04+1 Gt+1 C4+2 2 C8 1 24+1 Cb+2 C6+2 04+9 04+1 CS+2 15+2 CA+i C4+1 05+110+1 C4+1 C4+1 05+1 06+1 DLO Jamb 8 8 8 B 8 8 8 8 8 a 8 8 8 10 8 10 10 10 10 10 1 10 1tl P-heit 6+7 6+7 8+7 6+7 7+8 J+6 Y+8 +8 7+8 7+8 7+8 7+8 7+8 8 8+8 8+8 8+9 8+9 8+9 8+8 8+8 +8 8+9 1 8+9 Dssi rr pressure +/ +142.0 per +M7&0 pef OH LENGTH +— 4Y r8` H88"Ill C4+2 04+4 C4+2 C4+2 2 +2 CS+2 CQ+a C6+2 C6+a 2 +2 C5+2 C6t2 C6+2 C5+2 t�+2 2 16+2 C0+2 C6+2 C5+2 01.0 Moll 8 a 8 a 8 8 9 8 8 1 8 8 e 10 8 10 10 10 10 10 10 10 10 KK P-book 8+71T+817+817+8 7+8 7+8 7+8 7+8 7+8 8+9 8+8 8+9 8+918+0 8+8 8+9 8t9 90 8 8+8 8+g 8+8 8+8 8+8 OH RAT[O a 1 4M.Opff 8a•Alda A bebtu +/826 par +/-T&Opsf 41' Howes C4+2C4+a 05+2 (6+2C4+z OSt2 15+2 CS+a CB+a Cb+a 2 C6+2 +2 CS+2 08+2 C6+2 C6+2 C6+2 2 C5+2 C6+2 C6+2 C8+2 p CLO Jamb 8 1 8 1 8 1 8 1 8 1 8 1 SO 8 8 1 8 110 8 8 1 8 1 /0 1 8 /0 id 0 1 10 /0 P4oak 8+T I 7+8 7t +8 7+ +9 8+8 6+9 8+8 S+B 8+9 8+8 +10 9+10 8+10 6+8 1900 9+10 9+50 8+ 9+10 8+10 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTEA:+1-90.0 PSF FOR GLASS TYPES 4,4A.6. TA 8&SA:+)-87.1 FOR GLASS TYPE 7 NOTES: OH LENGTH OH RATIO= 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL OH HEIGHT DLO WIDTH e 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 48.67 PSF MAX.WHEN USING THE 3.114°SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES 140M.PANEL WIDTH-T" UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4-,3.1/,r AND 2-1P2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND DOOR UNIT HEIGHT-10.126" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL DIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. tltterlock P-hook I.0001e(4+tamb Straight Astragal LoCkstile@ 90"Astragai Locksdle@ 13VAstrag8f Lodwile 0 a go Assembly Straight Astragal Assembly 91r Astragal Assembly i8S"Astragal Fk48a Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStite Heavy-duty Stile Heavy-duty Stile Heavy-dutyStfle Heavy-dutySUie We Heavy-duty Astragal Outside Corner Inside Neap Outside 61I 01 a Prod • • Coi • W tit it • Ct• Pwtsid .�. ��0�� Y•N.dil� �i� Ir�sltleComt +' • • • fnM 4 ,, ytG£taSF''•F� Part#61(x2) Part#61 Part#61 Part#61(Stile) art Part#61 Part#118(Coile)rner Part 8119(Out.) parts#31Partifft(&#i32 Paftpfii r' No.58705 �} Part#68(Astragal) Receiver) (Com.#120(in.) ( &Fxd Mount) - ••• • • 1): o a 1�::C{tK 4yNiN[iP81T898tE7' • • • • ��• 8i 80 10 18 A •�W� wre nr,�LDQr Alta�4�10�A E , F'• xtotttOP.• �1 �v WN,•• • SERIES 770'ALt1M SOD-LM IMPACTUNAl��,�� `• JR 1(U14 `� C tr�M/Rt�6Y9a 8Db trd NTS 8 a 22 •�mo PSTOt90 A A.LYNN458105 P E. • • • • • • • • • • • • ••• •• ••• • •• •• ••• • ••• • • NO FRAME °7+S°P-HOOK ANCHORAGE CONSISTS OF: SEE LRE MB (7) -HOOK ANCHORS. Sm°C5°CLUSTER MAX.UNIT WIDTH I SPLICE RED® (PERPENDICULARTO GLASS DETAILS,SHEET 10 FOR NOTE. RIOR PLANE)SEE TABLE 2.SHEET 7 INTERi=KREQUSiES°CB"THIS KETS AND WNOM. .SEESHEET EE POCKS 8 P-HOOK \ PANELWITH DETAil3.3 AMB ( ) _ __ __ x NSTALLATION. ADAPTER WMAX.MOUNTING xx xx /HIS SHEET ANCHORS MIDWAY 3°MAXxx SHEET 14 BETWEEN P-HOOKANCHORS&AT 3° Ci x a FRAME98° FROM TOP& {' II ANCFORSBOTTOM 14° I iniMAX.O.C.' HEIGHT TOOPENkVO ®I 94 MAX.O.0 aP-NODI( EDGE OF POCKET SEE ( ANCHORS INSTALLATION ieI ' �. • DETAILS W&Xed i E 10i 0-P"HOOK END PANEL SHEET 14&PART I®� I j MOUNTING 24°MAX ANCHORAGE DETAILS J'&K, i � ,0. 3°NAx, ADAPTER (2 ANCHORS) SHEET 18 FOR ! ANCHORS O.C. P_HOOK L__ _ 8°MAX t ANCHORAGE ANCHORS AN� x, xx, xxxN xx+ x x xxxx x. (M SKETCH BEL°Nry CENTERLWL WMAX.,TYP. ANCHORAGE ANCHORAGE ANiCHORAOE OF PANEL t 24°MAX E PL@:5-P 2 TRACK SW OUTSIDE CORNER- .MOUNT POCKET ANCHORAGE PLAN: O.C. 60°x NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) v - A og 10 CENTERU+tE OF � NOM. < • WTERLOCK PANEL SEE°C5"CLUSTER ° WIDTH AILS.SHEET 10 FOR INTERLOCK aaoa 1+2°ANCHORAGECw- K OBilEIBftE'OP OF PANEL 2 In ool REQUIRES �e1M' °CO°CLUSTER.SEECENTERUNE KN@ • DETAILS,SHEET 11 c ASTRAGat 4.051° • ••• i • • • • •zz \` ( LYNN A V- -.--,_w • - _`�� No.58705 :�Y ExTEgtoR • • 8'6 146WO A CHANG0TN1 BMW i� to>aTooYm�aB C ihlG&E7�AMPLEPLANS % �' '•.FxORSUt`.•'��'� 144 VE=IF 7awwIeat�aa repo •• SERIES 770y4tQW.SGD-LM IMPACT A.adavit &eoe •Weu a°. A.L'R4�rt%LERP.E. JH W 4 aeex CER7.�AV7H 8YB0 SG�T70 ANTS 8 d 22 PQTOt90 A PA+O • •t• • • ••• a • • ••• 0 • ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL ORS}..SPLICE LOCATION 6"OtAG. 2.04" INTERLOCK�IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK 1 IF NEEDED 2.04" CENTERLINE I CENTERLINE 'Cr CLUSTER DETAIL) CENTERLINE 1.76' 6"DIAL. y3.5" 7' 7" 1.75" 3.6" 21" MAX O.C. 2.04° 2A4' 2.04" 21" 5.64° MAX EXTEttIOR 3.6` 7° onpioR 4'DIAG. 7• O 7' 3.5" O.C. _{•7_ 7" 5"MAX. 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEAMILl 6.64" 0 ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK 0AASTRAGAL OR INTERLOCK 2_ (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER FRAM M B 6°MAX ANCHORS ARE REQUIRED,"C4' ANCHORS ARE REQUIRED,"C61 ANCHORS ARE REQUIRED,"C8') ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK;NEEDED INTERLOCK CONDITION,USE INTERLOCK-1-IF NEEDED EXTERIOR ANCHOR PAIR CENTERLINE CENTERLINE *Cr CLUSTER DETAIL) CENTERLINE 3 6° 204" 3.6' - 3.5' - 7" ANCHORS MAYBE INSTALLED -c21" EITHER IN THE EXT,OR INT. MAX. TRACK(INT.SHOWN) 2.04" ...._ "DIAG. O.C. 4.08" 4.05" 2,04. g,84• NOTES: 1.ALL DIMENSIONS SHOWN EXTOWR T(R� 71_ 4"DIAG. €xt£t•oR 3.6' ARE BASED ON:,MIN. Er MAX v 9 TRACOC FRAME HEADISILLv 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL ALLOWED. 0 ASTRAGAL OR INTERLOCK 94 ASTRAGAL OR INTERLOCK IS ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER 34RACK FRAME JAMB LOCATIONSIANCHORAGE AT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED."06") ANCHORS ARE REQUIRED,"(5") ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCK�IF NEEDED INTERLOCK (FOR SPLICE INTERLOCK+ CONDITION,DO NOT CONDITIONS ONLY. CENTERLINE I CENTERLINE I CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION 1 75" "C6"CLUSTER DETAIL) IF NEEDED 1 3.17 3.6" 3.6" 7, 3.5" 204° , Mo trlN�s 2.04° 4"DIAG. 2.04° a"DIAL. g Oate 2.04" 6.37"MG. 4"DIA IYl9AA 4A8' km MCI 4"DIAL, •• I •i�" LYNN £%7nERIOR ... £tctnR�iQR 7` • i i • • 0 • • •• 3.b :�,at'r�ylGEro ;••.,F,ty'��r V 4 TRACK FRAME HEAD/SQL v a TRACK FRAME HEADPSW. •• �Js•• •• • y.Tmm FRAME HEADISILL t' ' 12 ASTRAGAL OR INTERLOCK 90 ASTRAGAL OR INTERLOCK gp ASTRAGAL OR INTERLOCK No.5678, (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'O(") _ ANCHORS ARE REQUIRED,1r4'} ANCHORS ARE REQUIRED,"CV) • ••• • •i•ITH&WITHOUT SPLICE CONDITION ;•�; p sC t6lofa CIbINO&&7it188hlC�E7 ^Pq Vn.'� >� ro7a7rc'm0art MPLECLUSTERS ;i,'•.fitUR4PP.•'C�ta�� ismw re+1f4o•+w •am • SERIES 770ALLNW.SGD-LM IMPACT `;,,t©IVAy Iy_ o� mwrwtt mr o.et'—Fa w,c ALYpBl t�iutK P.E. .Nt 10/tOtt4 OER7.OFAfAMOmm 1HtD•770 ATS 10 a;V P=130 A P.E.A68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 0 2.04" 2.04° 1NTER� 2.04" RT)_•Et 2.04° NOTES: 1 W� 7° 1.ALL DIMENSIONS SHOWN IN 4'DIAG. ?4"DIAG. 8.94' ARE BASED ON MINIMUM 8.12" 8.12' 3.6 3.6" ALLOWED. 2.DETAILS DEPICT ANCHOR ! 1QUANTITY AND SPACING, W4'F!6 3• 1 e c� 9� ° AND WOULD BE IDDI+NNTICAL Tilt EFR 4"D1AG. d"DIAL. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" . "+1"2.0r ExtERtOR 4" 2.04° 7" 4° ° ' 2.04" 2.04" 6.94 90°CORNER 90°CORNER 13b'CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 22-RACK FRAME HEAD/SILL. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAMILL INE (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR b CLUSTER !_ CENTERL ANCHORS ARE REQUIRED.'C4-) ANCHORS ARE REQUIRED,'gftl ANCHORS ARE REQUIRED,"M ANCHORS ARE REQUIRED,"CB") OF PANEL 4,08' "+2"ANCHOR INTEfWR Q TMNTI EFWR 4.08" »+1"ANCHOR 2.04 iNnitlQR d• 4"DIAG. 7' "» 135° EXTERIOR 3.5 I_ CENTERLINE 1-'-OF PANEL 4�w 4 r "+3"ANCHOR 6. CENTERLW9 2.Q4' -+ 3.5' 'I' 3.6° 4'DIAG. E- 7" EXTEwoR 7° 4" IN7� ON "+2"ANCOF HOR EXTEMOR ALL 90°CORNER 135°CORNER VIEWS 7" 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL CENTERLINE ('C6°ANCHOR CLUSTER REQUIRED ("CS°ANCHOR CLUSTER REQUIRED L OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAS., 2 TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT immog 6.12' INTERIM 2.04' 2.04" •1 3.b° CENTERLINE 4" I L 5.88' OF PANEL Iwr 3.6" 135° "+3'ANCHOR 4" 7" .04° 8.12" 6.12° 4.08° 7, No 2.04" 3.6' 4" 4"DIAG. 3•6' • • • • • • •3,8r--. EXTERIOR 7° 4° •• •i ••2.OM • i•i •• CEN7ERLfNE �♦ gtyY LYNN 90"CORNER 135°CORNER • • • • • • • • • OF PANEL �a�� 'cacti Ntsg 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME 14EADISILL •• ••• •• • • • •• y' ("C8°ANCHOR CLUSTER REQUIRED 4 TRACK FRAME HEAD/SId ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) ` ac to, e a c�OW TW Y4mr oor a i1�fCi1p PLE CLUSTERS fi`.. r T` ,y -Tl N VEYv FL$am • .k •— • . • :�l`•. •• SERIES 770OALLAW.SOD-LM IMPACT eoessvrR � °i"'ryM' A.LYNR MIUP.E. JR IW 4 cme CEW..CFAUtN.ea�ee s04Tlo NTS 11 d 21 PGTO1� A PEA58TOS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 EDGE DISTANCE: MIN.OF 3 THREADS BEYOND EDGE DISTANCE: SEE TABLE A.SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A.SHEET 1 SEE TABLE A.SHEET 1 NOTES:.JIMMOR 2-1118'`1t4 2-1/18" 1/4- 2-1118'• ............ _ 114' 1.ALL DIMENSIONS MAX. MAX MAX. SHOWN ARE BASED SHIM - — SHIM SHIM ON MN.ALLOWED. EMBEDMENT: SUBSTRATES MAY BE SEE TABLE A USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP„ SMS ANCHOR TYP., SHEET 1 TYP.,SEE ."SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A.SHEET 1 •DIAGONAL Q.C.IS ®2-TRACK FRAME HEAD j6jh 3-TRACK FRAME HEAD d5jh 4-TRACK FRAME HEAD MIN 4-(HEAD&SILL) w WOOD INSTALLATIONKowWOOD INSTALLATION METAL INSTALLATION OR 8-(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTES SHEET NOTE 3, NOTE 5, THE METAL SUBSTRATE 1(114`=)-L ( SHEET 1 1 SHEET 1 —1 (114-MAX.) its - r 1 (114-MAX) — ERroa -- EMBEDMENT:SEE _ _ TERtOR a t.......... _ TABLE A,$HEFT 1 2-1118"• 2-1118" 2 EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ?-TRACK INSTALLATION SILL �WOOD INSTALLATION ITION ,METALCNSTALLATION SILL WOOD 1NSTALLATKNJ EMBEDMENT-SEE TABLE A.SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A TABLE A,SHEET 1 I SHEET 1 EDGE DISTANCE: METAL TYP., EMBEDMENT:SEE SEE TABLE A TABLE A,SHEET 1 I SHEET 1 SEE ANCHOR EDGE DISTANCE: NOTE 4,SHEET 1 2X WOOD 2X WOOD SEE TABLE A, TYP.,SEE ANCHOR TYP.,SEE ANCHOR x?in ammptpingwU6eLs NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1118-' SMS ANCHOR TYP., Date i SEE ANCHOR NOTES NFMa WOOD ANCHOR TYP., 2-111 B-• 2-111 B"• &TABLE A.SHEET 1 MIN.OF 3 SEE ANCHOR NOTES WOOD ANCHOR TYP., ••• • • • • • •• THREADS •+ &TABLE A,SHEET 1 SEE ANCHOR NOTES • • &TABLE A,SHEET 1 • •• • • • • • E METAL BEYOND THE Qe1l LYNN EXT • • • s • • i SUBSTRATE ��''ytCEN i�c'•:Fp �• 114'MAX.SHIM I- n •• 04: •• • • • • j 1t4'MAX SHIM 1+- 1!4°MAX.SHIM I 58705 ® 2 TRACK FRAME JAMB �3-TRACK FRAME JAMB ®4 TRACK JAMB - WOOD INSTALLATION WOOD INSTAK ATNW• • 000 • METAL INSTALLATION D v 1s :ll 8C Y4ow""16 A l 7tA4 7 • 0 • • • :1(}^�'•. S7Ai L of �rJ� M, • •WOME2;&AILS %v' �tor:toP.•'4�: (",4.tt " !SERIES 7M ALIUM.SGD-LM IMPACT E Gain. P A LrI•t 1A)L t REJR 1 aVi4 CERr.OFAHTM*29W StdD TTO NTS 12 a 22 1 PGT0130 A R E ffi 58708 • • e • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS — EMBEDMENT:SEE TABLE A,SHEET i — EMBEDMENT:SEE TABLE A,SHEET I NOTES: CONCRETE EDGE DISTANCE.SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SHOWN ARE BASED TABLE A.SHEET I SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET I CONC PER TABLE PER TABLE 2-1111r- PER TABLE ON MIN.ALLOWED. A,SHEET I A,SHEET I A,SHEET I 114" -DIAOONAL O.C.Is 7 MAX M IN 4-(HEAD&SILL) SHIM OR W(JAMS)SEE EMBEDMENT: 114' 1/4' Hein DETAILS,SHEETS SM TABLE A, MAX MAX. u SSHESHEETI SHIM SHIM PROPERLY REDIX CONCRETE ANCHOR TYP., PROPERLY SECURED iX CONCRETE ANCHOR 'PER"'SECURED IX CONCRETE ANCHOR TYP., WOOD TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP SEE, SEE ANCHOR NOTES& WOOD SUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET I TABLE A.SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET i 2TRACK FRAME HEAD FRAME HEAD 4-TRACK FRAME HEAD CONCRETE INSTALLATION 9a CONCRETE 04STALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPERLY SECURED iX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&-7 WOOD SUCK TYP.,SEE SEE ANCHOR NOTES& WOOD SUCK TYP.,SEE TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,8 ANCHOR NOTE 3,SHEET I TABLE A,SHEETANCHOR NOTE 3,SHEET I SEE ANCHOR 7 SEE ANCHOR SEE ANCHOR Lu NOTE 6,SHEETNOTE b, NOTE 5. SH SHEET 1(1/4'MAX.) (Or MAX) (1/4- 2-1118 V'NL7UWR CONCRETE ST� 2-1/1 —PERTASLE -CONCRETE CONCRETE EDGE 111,1114CE' EDGE DISTANCE: EDGE DISTANCE. A,SHEET I SEE TABLE A SHEET I PER TABLE SEE TABLE A.SHEET I PER TABLE SEE TABLE A.SHEET i EMBEDMENT:SEE TABLE A,SHEET I N SHEET EMBEDMENT:SEE TABLE A,SHEET I A.SHEET I EMBEDMENT.-SEE TABLE A,SHEET 1 Aa 2-TRACK FRAME SILL AEh RF FRAME SILL 4-TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE INSTALLATION S CONCRETE INSTAUATIQ�N EMBEDMENT.SEE TABLE A.SHEET I EDGE DISTANCE EMBEDMENT:SEE , SEE TABLEA TABLE A,SHEET I SHEET • 77' EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE --SEE TABLE A, IXWOOD BUCKTYP.. TABLE A.SHEET I SHEET I SEE ANCHOR NOTE 3. PROPERLY SECURED EDGE DISTANCE: PROPERLY SECUREDSHEETI SEE A. IX WOOD DUCK TYP., SHEET 1 IX WOOD BUCK TYP., SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONCJCMU ANCHOR V 2-1116— Oak aWe SHEET SHEET I TYP.,SEE ANCHOR CONCJCMU ANCHOR1118" 2-1hW* NOTES&TABLE A. SHEET TYP.,SEE ANCHOR CONCJCMU ANCHOR TYP.,SEE ANCHOR • 0 0 0 CONCRETE NOTES&TABLE A. OR CMU SHEET I CONCRETE NOTES&TABLE A. FRIOR PER TABLE �LYNN I: Tom— SHEETI • ONORMTEW 0 00 %: A,SHEET No .-*..... 41's, or-ENS't EXTEMOR : N PER TABLE r{ PER SLE* 114"MAX.SHIM A,SHEET i 1/;r MAX SHIM PER A,SHEET I 114'MAX.SHIM No.58706 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB t5jh 4-TRACK FRAME JAMB OONCRETEICMU INSTALLATION CONCRE _ RKAImLATION o K§d 0 0 CONCRETEIOMU[NaTALLATION sc aft 6 NOWWWymsHol !/IA'ke 0 1 A i 0 0 0 0 0 , 1p a SERIES 7MALLW.SGD-LM IMPACT m P.E. A 0q'lwWW4 CEW.4WAUM WM SOD-7m J'NTS 1 13 -22=PGM13 P."S$M : : V: 0. .0 •o• r • INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.893"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT :' DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TVP.. ILLUSTRATIVE SEE ANCHOR NOTES INFILTRATION CONC/CAAU PURPOSES ONLY.SEE 28 ANCHOR TYP.,ANCHOR NOTES&E TABLE A.SHEET 1 FOR EMBEDMENT: - — &TABLE A SHEET 1 ? TABLE A SHEET 9 ALL APPROVED SEE TABLE A, _ —_ (ALSO SEE TYP. SUBSTRATE& SHEET 1 28 ILLUSTRATION,SHEET 9) 1-114"MIN.EDGE DISTANCE _ DISTANCE:SEE EMMOR 3.SEE TABES 13, - TABLE A SHEET 1 EMBEDMENT: '' SHEETS B 8 FOR REQUIRED P-HOOK SEE TABLE A, -r3; '• ': „z' 't'.iP-HOOK MOUNTING AND P-HOOK EXTERIOR SHEET 1 :`,:s, ADAPTER CONCJCMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TVP., ANCHOR TVP.,SEE SEE ANCHOR NOTES P-HOOK .' ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OREMBEDMENT:SEE A.SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TVP. 2.893"MIN A,SHEET 1 CMU PER TABLE TABLE A.SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) daP-HOOK FOR USE WITH FLAT SILL RISERS 16EN PP HOOK FOR USE WITH FLAT SILL RISERS PARTS#18,#20•#22 OR#24, ,b PARTS#18,#20.#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN. CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR METAL TYP., P-HOOK MOUNTING SEE ANCHOR EMBEDMEPIT:SEE P+IOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU NOTE 4,SHEET 1, ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A SHEET 1 ANCHOR TVP.,SEE A SHEET 1 "� ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES :',=s'` r'`. A,SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: ` `:•`,. (ALSO SEE TVP. (ALSO SEE TYP. SEE TABLE A. 'i'' ILLUSTRATION,SHEET 9) ILLUSTRATION, SHEET 9 EMBEDMENT. SHEET9) SEE TABLE A, ____ DISTANCE:SEE SHEET 1 E A,SHEET t 1-114'MIN.EDGE DISTANCE 30 so P-HOOK SMS ANCHOR TYP„ EXTERIOR P HOOK CONCJCMU •EXT IEA OR SEE ANCHOR NOTESn +pp�wed n co atti tY► &TABLE A.SHEET 1 ANCHOR TVP.,SEE ID vow(ALSO SEE TYP, �pTT1� ANCHOR NOTES&TABLE 2.893"MIN. A,SHEET 1 2.893"MIN. NEMA• ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TVP• EDGE DISTANCE ILLUSTRATION,SHEET 9) sy WP-HOOK FOR E WIT tiX St I51 R e e• &N P-HOOK FOR USE WITH BOX UL RISERS `�'. I 7 PARTS#19,#21,#23 OI, #281 • •• • • • • • Ic PART'S#19,#21.#23 OR#26, \��aOpy.:YNN n1R METAL INSTALLATION • i)fTEfRIO1R • • ••• • CONCRETE INSTALLATION EXTE ��':'........... ''• p�:� • • • MOUNT • • • (SEE TABLES 1A,2A&i4• •e e • • e •• (SEE TABLES 1A,2A&3A '1.:• FOR WATER RATINGS) N FOR WATER RATINGS) ONLY No.53705 9C 10. 2616 A C364At0E8 Tw s4 • • • • • • • i`•'Abe wo . W ,a�T amu ANCHORAGE F. •• • • • 6E VEA7Cl•FT.$(?76• lr" ,'<y�••• CORiOP.•'`0. .. ��, sER►ES 77oALLIPA SGD-LM IMPACT ,��c NAL •+nnuae ear• mass ++^� A, NNMUAER.'-i Jtk t4H4 a� CMT.OFAUDLSMae SODd70 NTS 14 -v PO711t31? A P.enss7os • • • • • • • • • • • •• •• • • • •• •• CONFIG. EXAMPLES MAX.UNIT WIDTH ° -^'^' MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL W. DLO TYP.PER TABLES 1.3 SHEET 18;INSTALLATION WIDTH DETAILS AW&'Ac,� woa SHEETS 12&13 7N2 " PANEL PANEL PANEL TYPE TYPE PANEL CORNER DET TYPEOS AS' TYPE SHEET 19&CORNER A K' ANCHORAGE SHEET 11 ' , MAX UNIT MAX. NOM NIT 1 � MAX HEIGHT INTERLOCK DETAIL PA PANEL % WIDTH L I DLO PER 'W,SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTMOR INTERIOR NOTE 2 TABLES 1-3 1-3 . X JAMB DETAIL'G3',SHEET 18;INSTALLATION DETAILS GvW&'Gd,SHEETS 12&13 SILL DETAIL'0.SHEET 18;J , 90° INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-X)= W&W,SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT-DOOR UNIT HEIGHT-10.128" PANEL HEIGHT=DOOR UNIT HEIGHT-1,888° I18 X 1" #10 X 1-112' PH SMS PH SMS 10 Flaonk n oomgglsEslAdM PANEL CORNER FRAME CORNER to" - two a Prod DETAIL DETAIL et NOTES: i ••i i •i � �{LYNN 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURA'WONS AS APRUCABIEU.&E ANCHOR TABLES,SHEETS&8 FOR MAX. �� .?,.'��c>Nsr''•`�' �'� PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FO yrf pE1AjL�ARQ 0H M2-1 POR INSTALLATION DETAILS. 2}(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTIL GOCKINGINTO'M PER(ITEM 1�3)�T FRAME JAMB OR ASTRAGAL. ;,C r Np,yg105 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. , . c (0 z0 S.' urr. r S'r Ito so ra aors a tree elresr im nye • ANCHORAGE DETAILS I F-KAMPLE ELEVAT Ftoa+�?•: °e •. . . iea• : ® ,�'a�'�,,S,iC)•.(.�•p..l. L�� %,i VB4sn•• • • • i • SERIES 770ALUM.SGD-LM IMPACT g �01PE. Vw MrQFaun # W M'S m -P2 PG7t190A A Q04 ,• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ct�NFIG. EXAMPLES INTERLOCK DETAIL FORALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB DETAIL'GT,SHEET 18; )� '^;�-INSTALLATION DETAILS'GW&'Gc'.SHEETS 12&13 MAXJFIXED JAMB DETAB'G2, ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL W,SHEET 18; DLO JAMB DETAIL W.SHEET SHEET 18 INSTALLATION DETAtLS'L1'& 18 INSTALLATION DETAILS INSTALLATION DETAILS'AW&'Ac', WIDT 18;INSTALLATION DETAILS DETAILS'GW'&Tic, L2,SHEET 19 AW&Ad,SHEETS 12&13 SHEETS 12&13 TyP 't,Ar'&'Go',SHEETS 12&13 SHEETS 12&13 W. PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE FANEL PANEL 'R 'L' D A' T(r AE TYPE TYPE E 1N'.SHEET 19 ' MAX. 90°OUTSIDE CORNER / NOM. UNIT h UNIT DETAIL TV,SHEET 19& IPANEL HEIGHT SILL DETAIL . y E IGT SCORNER ANCHORAGE MAX/ IDTH TTP, SEE TABLES PER V.SHEET UDLOtlER NEL / PER DLO PER NOTE 2, 1-3 18` P. NOTE 2, 1-3 INTMtOR HEIGHT TABLES 13 SHEET16 INSTALL ES 1-3 SHEET 15DETAILS IXTERMO x x SDHE�EFS 12 �} j a wlD l&13 , X X PER TABLES SEE FRAME& MAX.UNIT WIDTH SILL— CIETA L'D,SHEET 18; --- RX UNIT WIDTH13 PANEL CORNER EXAMPLE:0)= INSTALLATION DETAILS MAX.MAX•UNIT WIDTH CONSTRUCTION DETAILS SHEET 15 2-TRACK VW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL 11',SHEET 18 ASTRAGAL DETAILS'L1'& "EHEET K DETAIL V,SHEET 19 INSTALLATION DETAILS'W& L2,SHEET 19� INTERLOCK DETAIL'M',SHEET 19 'e,SHEETS 12&13-\ HEADER DETAIL_•JAMB DETA4'H2'.SHEET P-HOOK DETAIL U'& `B',SHEET 1S' ' HEADER DETAIL C',SHEET 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS JW, INSTALLATION JAMB DETAIL 12',SHEET 18;INSTALLATION HE IN DETAIL DETAILS 'HW&'He.SHEETS 12&13 'Je','KW&1W,SHEET 14 DETAILS'W 8'Bc, DETAILS'W&'lc',SHEETS 12&13 SHEETS 12&13 'CW&'Cc',SHEETS 12&13 �+ MAX.UNIT WIDTH i� —MAX.UNIT WIDTH -— - T NEL YPE PANEL PANEL PANEL j TYPE TYPE TYPE PANEL ,L, ,M, P i v ,P F TV MAX. MAX.UNIT NOM. '� i NOM. UNIT PANEL / PANEL HEIGHT +pp�cv�dr4e•e�bkgatAr HPI T % WIDTH TYP i WIDTH TYP. PER TABLES SEE PER E i SEE MAX. PER TABLES NkOu 1-3 NOP'*'ld7 TE 2 TABLE31-3 O1 E 2 DLO TABLES 1-3 t3 ad S�Tj b i SHEET 1 HEIGHT RV X •• • •• • • l I ••I •• X X X 0 1,0o`L NN 14/ l' EXAMPLE:0VW SILL DETAIL'S',SHEET 18; • EXAMPLE:XXXO SILL DETAIL'P,SHEET 18; (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS} INSTALLATION DETAILS SHEETS 12&1$ Fw&Te,SHEETS 12&13 }0.'62M8 A CHAN=TM8SHEET EXAMPLEELEVA • • • • • • • • •• • • • 'AO, R pff TI©NSw lowiv j : • SEES 770 ALUM.SGD-LM IMPACT A.LYNl4+AIA.Ltt,PE JR mtm14 a� CERr.OFAM 8G�7T0 NT5 16 d 22 PGT0130 A P."sm ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL'S RIGHT STILE TYPE PANEL BIwoLE i4XED toTbcsmE aBrRAGAI ASTRAGAL A8TAAaAL ASTRAGAL INT COMM MT CORNER Exr CORNER MIT CSR EXT CORNER�CORNER INT CORDER WTERLOCK RiTERLOCK SOXOUT SOX MI 00 LOCKRILE 00 LOCKSTILE 10 RECEIVER 80 RECEIVER 90 RECEIVER 36 RECEIVER 38 RECEIVE OUT IN axe W/FUDDLE SOXOUT Box IN WI HANDLE WIFWIfOLE WMAND.E WIHANDLE W1 HANDLE W HANDLE W HANDLE W HANDLE TYPES Ince #113 031 sa:m —Elm a1 1111 #8'I #1 #B1 #6 #B1 SOMEmyoupcic �- F PP K L TR TQ TC TA TV TW GUT (Imam INTERLOCK n. g F P A C C IC SQ SC SA SV SW IN pw wr parts L� RR R S S FD FC FV FW L�KBTILB D N/j W/HANDLE �1// e m o m parer :: E ` w ASTRAGALL PANEL NOTES: W HHANDLE poxman 1.WE OP TABLES 1-3,SHEETS 6.8 FOR PANEL ASTRAGAL SIZES&DESIGN PRESSURE. LLI WBoxIN E (Y LEFT _QJMH Qfl RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF ,J PANEL 1 L PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS )_ ASTRAGAL T U STI V STILE AND ARE NOT AV TO USE HEAVY-DUTY STILES pwrovn pmram PANEL'E°SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#Otk CORNER RECEIVER(#118)AND EITHER ASTRAGAL T /j EXTERIOR(#118)OR INTERIOR(#120)CORNER LLIBox IN v APPLICABLE STILE/ASTRAGAI.REQUIREMENTS, ASTRAGALS -j wxAv pax•i INT CORPIER RT Cl 4.135'ASTRAGALS To USE HEAVY-DUTY STILES � t�LOCKBTILE (#81)AND CORNER ADDON(#31}. .J W/FiANDLEyry .2. w �I,0pRNER SILL RISERS OPTIONS ' BDLocKs1'ILE QT QS 232• WJHANOLE#119 .�. d "TcoRNER CT �� Ex oer W 4.ors R3.3w W1 HANDLE NDLER 2.886'ow HANDLE I* AT AS DF - EXT CORNER X18 /'s /,e1S'LL RISER.2T• 1.;,'1f RISER,FLAT 22SILL RISER,FLAT SILL R18ER.FLAT �RkCEIVER CF FLUSH,J-11Z ` LOW.2.117 MEDIUM,IJW 24 HIGH,4P i EXTCORNEiR JW R .760' ft 136RECEMER VT VS Y FW/HANDLE .T80• -, .082°xnmm 86 RECEIVER Y V / Y Y S WF E V"' 1 a .OBINTCORNER G9 —i ow 'P QBY \ ' 4AS6"W/HANDLE #8 _ .gyp3308' i ••i 1.68T �a NV LYNN •• ••• •• �8kL IBBOXI' SILL RISER.BOX //�SILL RISER BOX SILL RISER BOX (S)FLUSH, 21 8MEDIUM,3-114° OHIGH.4" - "; Hu.58705 FLUSH.1� LOW.2-1/2• •NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 8 B :•i3 c :ly SC iGD16 A CJtyMK�1E8T1#88HFET • • • • • • • • IO}.a I r:lily aemw -U •.• ,•Tti<a. tu,� vevxallFcn : PANEL TYPES °S; �ioFloP.•'�ta�` 1sww cd- •• • • #q}4eaieov • • SERIES 770 ALUM.SGD-LM IMPACT A.t'1°NMNILLE�lL P.E. A 1WIM4--aimmarc QERi:OFAUAt B ® 806774 NTS 17 d?2 a=nro POT0190 A P.EJI68T06 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 108 FULL PANEL JAMB LENGTH • ART 800881 108 14 t08 FU JAMB LENGTH 14 K10T-11 17 OR 81 8 ® 80 OR 81 98 8 LEN OF 61 !�OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN S8 SEE DETAIL Cil 6°LONG FOR FIXED ti3 108 0 W/RETAINER#106 OPERABLE 80 PANEL CLIP 10_ MIDSPAN (SHOWN WITH FIXED PANEL TO J�L {rAR7 SEE DETAIL 02 6 THE INTERIOR) VIX7-- 1 113 187-1t 103 FOR FIXED 8 103 t OR 81 .'ExTE - PANEL CLIP 14 t8 8 112 18 123 FULL LENGTH 17 k1 sw,x 3 OF JAMB TRACK JAYS et 5140 2-TRACK1S8 00 OR et TEW R CREEN IV W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4 TRACK JAMB LONG so (SHOWN WITH W(SHOWN WITH (SHOWN WITH (SHOWN WITH (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO ii FIXED PANEL TO I2 OPERABLE PANEL) OD OR 61 THE EXTERIOR) 63 THE EXTERIOR) THE INTERIOR) mmmm2 v'"- � 112 1 3 4 45 6 113 8 11 8 82 61 89 EXTERIOR 89 E 88 MAL &AL aD a aLa UNIT OPT.SHOSCRE N WITH �A E HEAD �BEEN FRAM HEAD c FRAME HEAD HEIGHT R TRACK TABLES 1-3 83 09 89 89 BXiEFWFt � 82 89 72 OR 73 72 OR 73 ' 72 OR 73 b.� l�Ii•BitEr 48 11 � 113 9 10 Mrid 48 47 p 8 11 It tUami DAJe ProdUcl. EXTERfOR 112 5 113 it 3 9r •• •• • • • • • �6 6 � • � aNy 1YNtd qr��`P�� 2-TRACK W/SCREEN •• •i i i •• 4-TRACK '?� ''��cr nrs�'•. .. FRAME SILL •• ••• •• E•FRAME51Lt• F FRAME SILL yt ' "4705 "ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES t: ` 1-3,SHEETS 6.8 FOR DP(PSF)ASSOCIATED WITH STILE. = n: 0,1 }S'WA STAI f� sc 1warlors n LWAIJOE$t788a VERTICAL SECTION DETAILS '%��`;'••ficomo?. �e�;� •• • • �,�,� ; SERIES 770 ALUM.SGD-LAA IMPACT e ��ii, _ s rmsmee mx u.��m. + ' A LYNNI4�luxn,P.E. lOMD/14 CENK OFami.A 8YZQ770 lV7S 1B a PQT019D A P E aa37� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) / 5 QtNTEROR et 113 118 28 28 30 it 113 27 83 63 28 27 103 62 r65) A 111 83 ODOR61 BD OR 81 800R81 28 14 28 VU120 ( 65 85 5 EKMRIOR 111 62 �,EXTERIOR. 111 82 INTERIOR EXTEW O° 'KxTfm� P OK FOR FLAT I P-HOOK FOR BOX SILLS Cj �° Cj INTERIOR lu R INT.MOUNT) K EXT.MOUNT ONLY C� p� qR1� 80 OR 81 S B 10� Z 1-1 81 7 107A-R1 5 INTERLOCK 14 / 113 so so 61 81 118 5 X RSR 113 '5113 11 N3 103 11 ExTyum EXTERIOR 7 mm 87 88 L1 WITH STANDARD STILES#80 NW WITH HSTANDARD ASTRAGAL#67 j6jh E VY-DUTY STILES#61 N1 2-TRACK 8 L 08EHOWN NER ®�°RAC�� •ITEM t H(HEAVY-DUTY STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (SOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6.8 FOR DP (PSF)ASSOCIATED WITH STILES. 31 LpP 7$81 - 4 INTEPUOR :73 8 4� 13 135° 8 i'1 aDprn�rd nseanldyhBa41A11M 7 FlosMle tlnld 135° e m 14 8 81 32 MAN 103 61bm1 81 EXE 51.32 8y, • t PnpR $1 103 81 E • •k:.. e •• • ;� ��LYNN.1ke• • • E 13V INSIDE CORNER ';•��ceNs .`� • ••• •• • • • •• 2-TRACK SHOWN 135°OUTSIDE CORNER 01 2-TRACK SHOWN _ {1o.:i8i05 51-�••• • ••• • .••5) •. 10 �• • 48TA . .. • .•. n HORIZONTAL SECTION aETAILS,CORNERS ��t;••. .�co,eto?. ��`~ �, ,� • SERIES 770 ALUM.SGO-LM IMPACT wx • • • A`.LYNn dtuseR P.E. yI. Mr QFAitRAWM aop rio NTS 19 a 22 � Al�?T913(1 A P.E�es7� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POT POT Rem Dw POT# Daec7ipUon item POT# De6cdptlon 1)ALL ALUMINUM=6083-T8 1 / 81 2- 50 EAL DURASEAL SPACER(COMPOSITE 2 -TRACKHEM VWHSCREEN RAL SEAT.ANi7DEBSK31NDarCARONAL%-EWE SPACER 2)ITEMS#33.39,57.0,60.78.8449. 3 inm 6f HEAD a IT= SI STILE 121 8122 ARE NOT USED AND ARE 4 173t2 8f78t2 4-TRACK HEAD 01 17328 8t73ffi PANEL STIE WAVY DU M NOT PART OF THIS APPROVAL. 5 47314 817314 E 82 17327 8f ADAPTOR 8 1731713193 17 FRAME HEAD AMB ADW OW 83 1226 WPM VINYL 8888 WSTP.-THIN COME INTERLOCK) 3)USE OF#12 OR#13 REQUIRES 7 1738404 2-TRACK S 64 9729 71729 S&L END WEATHERSTRIP PAD MIN.#10 SMS OR 3118'MASONRY 8 17381M 2-MCK S@L WITH SCREEN RAIL I?= 817328 INTERLOCK SCREWCOVER ANCHORS 0 24"MAX.Q.C. I 173077 3TRaCifBftl 8I i732a 8179 tU1L 10 1731010 4lRACLBW 17339 817139 fEftWTXITYASTRAGAt ii 1731313 FRAME BIL TRACK INSERT 17324 817324 8 BOTTOM RAC. 12 1731515 FTWME SIL SCREEN ADDON(SEE NOTE 3) TO 17350 417350 1NEATHIRSIRP F]BENSIDN(NJECTiGN MONIED} 13 1731610 SIL SCREEN ENDADD-ON(8 NOTE 3) 71 1885 11895 Illr XPX3W HIGH FRN SEAL DUST PUJGS14 17305305 TRACK JAMB 72 8153 781 ANDEM ST.STL RO Y. 15 17302389 2-TRACK JAMBWITH SCREEN RAI. 73 8153 78/6311 TANDEM NYLON ROU ABBY. t8 17MIS389 3•TRACKJAMB 74 BLK:ONE 40,ODW995ORGE--770817 77311311 4-TRACK JAMB 75 8186 78185X GEMIB MORTCE 3 PL LICK WAAtXN Oft PIAto 17322322 SILL -FIAT,FLUSH,t-iW 78 718=WPFX 61 Xt'FL88SCREWWTTYPE'F'TIP fa 17319319 SILRISER-BOX FLUSH,141r 77 7tf1 10.3287EEL ZING"UT 20 17321 817721 8RL RISER-FLAT,LOW,2-IW 79 17367 817357 1 BEAD 21 17318 617316 80.2 RSR-BOX LAW,24W 00 17359 817369 TlW BEAD/FDEDPANEL CUP 22 17358 617355 SILL RISER-FLAT,MEDIUM,3.1C 81 17980 817300 9h 23 17354 011354 BILL RISER-BW(MEDUM.3-14' 82 1224 STRAW YC4YLBULSWEA111ERSTRCP 24 17343 817323 881 RISER-FLAT,HIGH,4- 83 61745 1745 Vr X 110'SOL SIDE ADH WE,POLYEK 25 1732D 817320 SI.L RM-BOX HIGH,4' 100 8052 48052 ROLLER ADd HOLD PLUG 26 17333 817933 PUMET14000K 30 —UN-3we mWPER 27 7070 87070 NEOPRENE BULB WSTP FOR P4100K 102 1898 71698 DUST PLUG 28 17334 817334 POCKET P-HO OK MOUNT 16' 8188 781WX rKEEPER 29 17335 COVER 1 EP SMEN LOCK MPM 30 17348 617348 POCKET"OOK FOR BOXRISER 106 11344 817344 FftD PANEL CLP-6'LONG 17378 N 108 17 817362 FOED PANEL RETAINER-9'15' 17378 617378 135 FDEO MOM 101 Ing 71799 HAN -NWRIM RAGED WITH wu s.TURN ffEmA PAA73: 108 040 71740 HANDLE KIT-RAISED EWERIOR HANDLE 40 18 812268 SCREEN SIDE RAIL-LOCKSTIE 1 _W1 781B2SN HANDLE KfT-RECESS RUMOR WITHTHUM 41 BK 110 1 78178 HARDWKR-RECESSED EWERWRPULL 42 41018 SCREEN KEEPER SPACER SET 111 71004PPSDOX 010 X3W PH.PH.TEX-S.B. 43 $162 561 SCREEN INTERLOCK112 1235 07'810 WS7P,.2TOX.1T0-FINSEAL 44 4430 84428 SCREEN DOUBLE NTE RLOCK 113 1712 84056 IW"X.238'FNSEAL 45 4317 6t-M 15 9ENT—PR AL 114 70X115PPX 610X1-1/P' 46 4318 611157 WMENBOTTOM RAIL 115 ?IMFPT 910X1' 47 so 78RAL STANDARDROLLER 118 72WX 0/44EOX1'S.S. 4ppmve4 m empWag wn 16 ma 48 eas low STANOARDROUER-ST.STL 117 720W12X W420XIAWS.S. Rom% l/ 49 4344 84349 8 ElTI ASTRAGAL 918 17330 17330 t GREE OWNER RECEIVERNow 60 17349 617349 )If SCREEN ASTRAGAL ADAPTER 119 17337 817337 DEGREE OUTSIDE CORNER ASTRAOAL W61 1682 61892 SCREENSPLINE-.1w 120 4733(! 894733890 DEGREE INSIDE CORNER A8 Sr 62 189481894 SCREEN SPLINE-.160' 123 t ••817352 FOED PANEL RETAMR,7/8' 53 81616120 SCREEN CLOTH • • • i • • • • �1I RI/(( i� 64 1725 112'X44 X 1/1r87 BLOCK,N PRE +141 • • ••• • =a"L'�:''VCS=HST''•,F'p !. 56 1728 1'X4'XiHB'8ET8LOCK, 6 • • • •• rr; No.58705 NOTES: _ 1 ALL ALUMINUM a 6063-T6 f = 2)ITEMS#3339,57-59,66,78,84-M 1218122 AUE NCJT•U•SED AN iiNOT PARTOF THIS APPROVAL. RiF so 115 A XLBDOESPACBiTOPAwdw• • • • �� • PARTS LIST 'c' ' %.t� Rt�tlhp.•'' JUT Ofvs. `c� JJ 1018!15 A • •• • • t ?4�1 SERIES 770 ALilA+l SGD-I-M IMPACT spsWAtr aee A.LYNN MR.LER,P.E. JR 14 ter.orArmN,ex�ee san•7>•o NY14 70 22 PQ70430 A P.E.a 6eros ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 5.089" 8.682' 1•� � 1.38° 0 060° 1211° JUL LL"Ej--u-- 1.605° 0.081• tA19" OA62' 0.081" 0.061' Ot 2 063-TO HEAD t0 (,..T S L(�k SCREEN (8063-T8 AL {80�i-TB AL) �STILE� 8.198° (6063-T8 AL) _...,,...- 6.168' 6.069" SAW 0.080' 1.046" 121 M1" 1.80li �'-' 0.062" 0.081' @y 2-TRACK HEAD WJ SCREEN TRACK O3 TRACK SILL (8089 T6 AL) (8083- A1) t4 2•TRACKJAMS 45 TOCPERA�IL {8081 T6AE) (6083-T6 AL) 7.106° 8.229• 2-TRACK JAMB WI 1e 3CREENTRACK 0.080' -{ (8083 TS AL) -�I 1.36" 1211` 1.38" 1.993' 0.081° � 0• y 3-TRACK HEAD �e 2-TRACK Silk WJ SCREEN TRACK 0.081' (6083-TB AL) (6083-T6 AL) SGREEr1 '�BOTTOM RAIL (6081 T8 AL) 9.142° 4.49' 0.081' --- 0.080° 1211. 'f•6ow 7.105" 0.081" (D4-TfiACK HEAD ? ,2-TRACK SILL (6063-TB AL) ( !-TB AL) 1.614° 0.080" edowmpty�•t$m. 0.082" pm 1.260" 0.632" 0.760` uamtt .a 0.060" 9161010 • • 1.990" fi • • • • • • • • • ��I LYlrt,/ '��i OFRAME HFJIDIJAMB SGREF.N SrRAME SIL!SCREEN• • • KRAAAE SELL SCREEN ` ,� , ADD aN t2 • • i i i�END All to TRACK B 1 �:';yc,[N-i' -A, (8083 T8 AL) T8 i+� •• • • • {gyp TB AL) (80� S' REQUIRES MIN.810 SMS REQUIRES MW.#10 SMS 3 No.58705 OR 3/16"MASONRY OR 3116°MASONRY 84'TRA� CK JAMB /. � SEE SHEET 17 FOR SILL RISERS. AVCHOjtyg J)24"W%0.06 ANCHORS 24"MAX.O.C. 8083 T6 AL1 tit tY, v, fo •• • • •• ITA ec IMM n CtWAK#A1fU98F/6ET • • • • • • ••• • EXTRUSIONSN^WOF VIA* c•,.'•F{or,ivt:. • •• • • r�twa� TM �'i't'tt.�lii Y�� ,,,� , • SERIES 770 ALUM.SOD-LM IMPACT Saw* Gr• awumK &� � ane A.LYt@i ten.tEK P.E. JR lmfon4 tomer.oRwm e�zee son no NTS 2i d 22 PG70130 A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.718" 0.83' 3.802° 1J 3.802• 2,W � 0.762• 0.767 0.885' d.$T4" 0,7�• 1.183"� O.Q82' 0.284" 0.0w 0.082' 0.2w0.0or 0.076" E BILL P-HOOK MOUNTING P HOOK SCREW 6 SCREW COVE 11 7�tACK 8P-HOOK O� ae V, O per° Q P-WOK FOR BOX RISER 165,f:-T8 AL) �T6 AL) (6083T6 AL) (808378 AL) (8063-TO AL) (8D83.78 ) 4" 1S8° 4" _ 2.SD" 1.488° 1.739° O.Q80" 0.830" 0.082' 1.�0 0.133° 1.800 0.087 1.303" •�' 1.870• Ll 1.888° 016" 1.974" 3,1�" h-- 3.125"11 0 0.325' 2.44° 3t 136°CORNER O 135°FD(ED MOUNT O STANDARD STILE 0t HEAVY DUTY STILE 0a IR K RLqPK EWCO85 K (6083-T6 AL) (6083-T6 AL) (606376 AL) (0063•T8 AL (6083 TB AL) (8083.7 3.979" 3,979' • 4.126" LL _ � 1.060 1.05D' 1A6 0° 0.076° 0.076" 1.845° 1.846° 0.082" 1.344" .611° AW .046 0.126"' +- 0281° � 3.26• -� .046 O STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL J TOPA30A)1A RAIL GLAZING (OD 7118rGLAZING ffy 81 9/i88'DGLAZWG (6083-TB AL) (8063 TB AL) ( TB AL) �✓ 8063 4 AL) PANEL CLIP (6063•T8 AL) (6063 TS AL) 1.003° 1.03" 4" - 5.821" 0.757° 0.080, 0.050" tPp�t�acear 105 PANEL Wftb Mb CL� 0.708' 2.883° 0.133" 1.498° 0.133' »t (606376 AL) 1.498° 0.080 NV(ur1M. M FIXED PANEL • • • • 6.821" 0.709° 123 RETAINER.718° 2�" •• « ••• •• 120 90°INSIDE CORNER ASTRAGAL �.��CNY LYNN 0.080" ►II•+� (8083 TB AL • • • s • �ceNs�''•.�+ •• ••• •• • • 419 90°!lt1TSIDE CORNER ASTRAGAL (808378 AL) �'��Y • 100 FIXED PANEL tte 90°CORNER RECEIVER 3 76 AL} Ro,58705 Yw RETAINER.9/18' (606376 AL) (806376 AL) r 8C f0/820t6 A CIIA�fliL97YffBSfffET • • • • • ••• • °tlOrp°" ?(},'•,. S7 i U •4t!'` Rowsw • •• • • • triaareEXTRUSIONS i '.,t ,�•.,FtoRtt?i;.•;�; ' �„ ,,�, • SERIES 770 ALUM SGD-LM IMPACT wtnrm.' oa.a. +arb A.Ntt Mille," P.E. ✓R tWt4 CERT.OFAV Mta M l�BTJO NTS 22 d 22 fj�xPG7MV130 A PE&b87Q6 • • • • • • • • • • ••• • • • ••• • • MIAMI-©ADE MIAMI-DADE COUNTY GM. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1180 S SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(7867 315-2590 F(786)315-2599 TICS PF ACCEPTANCE NPA www.miamtdad&gov/economy COPE: ••• •••• 0060:. This NOA is being issued under the applicable rules and regulations governing the use of consfruMon 0 materials. The documentation submitted has been reviewed and accepted by MiaA15 Courity*AER - •.•..• Product Control Section to be used in Miami Dade County and other areas where allojrX ty the Au4rity :--o-: Having Jurisdiction(AHJ). -00000 This NOA shall not be valid after the expiration date stated below. The Miami-dada.County.Product 0 0:0 0• Control Section(In Miami—Dade County)and/or the AHJ(in areas other than MiamiXaWCounfyJ.aeserve ...... the right to have this product or material tested for quality assurance purposes. If tbis-lP%duet or material • fails to perform in the accepted manner,the manufacturer will incur the expense of sttCh testing a4 tb9:jHJ •••••• may immediately revoke, modify, or suspend the use of such product or material v*thiuueir jutisdiction. ;.••,: RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade UdntyProduci M1*ol • 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.- JumOCC71 1VT:Drawing ,o. 19)-2 ri um. ing aung endow,Impact",sheets 1 through 11 of 11, dated 09101/05, with revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County fro Juct Control Section. A & : ac unit sail dear a ermanent�RTieT vv�t�i e mami�ctttre 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 t tlutnre� NO fo -pt the job site at the request of the Building Official. ov " J . and consists of this page 1 and evieence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. s h1tAMI-DADNTY R I Pagel F 4 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED A. DRAWINGS l.. 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 %fteugh 11 of 11,dated 09/01/05,with revision E dated 05/12/15,prepardd bI►'manufaI1111r, .. 0000 signed and sealed by Anthony Lynn Miller,P.E. ••••,• •;• ••;• 000:00 . . . 0000 . . B. TESTS •••••• 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •000*• •••• ••;••• 2)Uniform Static Air Pressure Test,Loading peg V$C:TAS 202.94 3 �Water Resistance Test per FBC TAS 202-94�• •• ••••• 0000.. ..4)Large Missile Impact Test per FBC,TAS 201`94' 0000:. 5)Cyclic Wind Pressure Loading per FBC,TAS-203 : :sees: 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 •so:*. • along with marked-up drawings and installation diagram of an aluminum sing14 huhg window,with fin frame,prepared by Fenestration Testing Laboia�ory,Inc.,Test Report No.FTL-4957,dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under prep%us NOA No.07-0322.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ..2)Large Missile Fmpact 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-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07-0322.06) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOA No. 07-0322.06) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4649 and FTL-4723,dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under nOA No. 05-1018.01) Manuel P.E. Preduct Contr Ex finer NOA No. 0519.09 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 i s PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(cowiNuED) 5. 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 0000 ..4) Small Missile Impact Test per FBC,TAS 20:,44 •0000• . ..•. 5)Cyclic Wind Pressure Loading per FBC,TAS'%T-94 :000 .• 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 282vo ••�• •••• • along with marked-up drawings and installation diagram of an eltii' hUnsin le Bung %o..: window,with fin frame,prepared by Fenestration Testing Laboratguzhic., gs� ;• ; • Reports No.FTL-4947 and FTL-4650,dated 08/11/05,both sig"ad sealed by. 0 0:0 Edmundo Largaespada,P.E. (Submitted under NOOA-4.05-194$A) 0000:6 6. Test reports on:.l)Uniform Static Air Pressure Test,Loading pei:FlV;CAS 202x94 •; ..2)Large Missile Impact Test per FBC,TAS 201*94 0 :...:. :-000: 3)Cyclic Wind Pressure Loading per FBC,TASkQ3-9.4 0... ;••••; along with marked-up drawings and installation diagram of an aluminum sinllullg window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL4948 and FTL4646,dated 08/10/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-101&01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-514 Edition(2014),dated 05/12/15,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. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. c.1 _ -- Manue er P.E. Product cent oI Exa iner NOA No. 5- 19.08 Expiration Date: March 26,2021 Approval Date: July 092015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5S11 Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by man jurer, signed and sealed by A.Lynn Miller,P.E. 0000.. 3. Laboratory compliance letter for Test Reports No.FTL-4957,F11A9;8 and F.TIP. '. 5063,issued by Fenestration Testing Laboratory,Inc.,dated I0/0' IW,Signed'Ahti •••••• 0.000. 0 0 . sealed by Edmundo Largaespada,P.E. ...... 0000 .. {Submitter)under NOA No. 07 0322,06) • 0000 . .. 0000. 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL4923.FTG-047, ..:..' FTL4650,FTL-4948 and FTL4646,issued by Fenestration TeALn91Laboraterf; ••••;• Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespadl, ,: •. . (Submitted under NOA No. 05--1018 01) •••••• . . . 0000.. .. 0000 G. OTHERS ' 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 11/03/11 and expiring on 03/26/16. Manuel P.E. Product Cont IExs Iner NOA No. 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS t �f$ ti {§EEKtA1tSOt+1816T 'yty�H�A�. r KU +r1TAdTlr n ENB.611W LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1!8'HEAT STRENGTHEED GLA .090'KURARAY BUTACITE•PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.6/16'LAMI CONSISTING Of(2)UTE$OF 1/B"HEAT STRENGTHENED GLASS WITH A .090'KURARAY BUTACITE"hVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 0.7/18"LAMI CONSISTING OF(2)LITES OF 311W ANNEALED GLASS WITH A.090'KURARAY BUTACITE OVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB tNTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7116"LAMI CONSISTING OF(1)LITE OF 3116`ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090'KURARAY BUTACITE�M(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE IVB(BY KURARAY AMERICA,INC.) SHEET OR.090'SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............I G.13116"LAMI IG:(1)LITE OF NB"TEMPERED GLASS,AN AIR SPACE AND SM6"LAMI CONSISTING OF(2)LITES OF IV ANNEALED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY BUTACITE°AVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX WS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13/16"LAM[IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5/1y6�,"LAMI CONSISTING OF(1)LITE OF 1B"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090'SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5 1.13/16'LAMI IG(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONST TING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS PARTS LIST.......................6 WITH A.090"KURARAY SUTACITE�VB(BY KURARAY AMERICA,INC.)OR.0O'SAFI FX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13/18'LAME IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/18'LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A CORNER DETAIL..............7 .090'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13/16"LAMI K3:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7116'LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE`PVB(BY KURARAY AMERICA,INC.) OR.OW SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13118"LAMI IG:(1)LITE OF IV TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3118'HEAT STRENGTHENED GLASS WITH A.090"KURARAY stiTAcrrEPVB(BY KURARAY AMERICA,INC.)OR.09V SAFLEX'NB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13118•LAMI IG:(1)LITE OF 118"ANNEALED GLASS,AN AIR SPACE AND 6116"LAMI CONSISTING OF(2)LITES OF IV ANNEALED GLASS WITH A .090"KURARAY BUTACITE*PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX I"INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W1 LOW OR HIGH SILL OPTiON) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. ® B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE DETAILS. rxouucr ttevLetsD * a� as ownplying wish IHO 11lorida i�^ `131'REil131RDi Building Godo = '• 'Ac"'p4 No ig S.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. I x'tatlon Lime t SOIL) 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646.FTL-4847,FTL-4648,FTL4649,FTL4650,FTL4651,FTL-4723,FTL4957,FTL-4958 AND FTL-5083. fly Mi•n' edo Producl(bn ANSIlAFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.SERIESIMODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. •• ••• • • • • • •• �t t i i E I t t f • • • • • t • • • L �/ l� wo THE REQUIREMENT tlf 7fxIAC►wl R1k � i ANG�i � i•i •• rO��t'cti�:l<''tr( 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. Ly,,•Al (�,C �y 7 �til • ux 511PB5 E 6THE0M0N120f4 F6CLlPINLTE GkNEN4 N4TM pq�yy 1070 TECHNOIOOY DRIVE `l,f J.J. 10/07/11 0 2010MOUPDATE N.VENECE.FL34275 r4� • •• • • • • • 'l ;((jtJl.>>.�,♦ P.0 89X 1520 f(LUM!SjNGL�E HuNG4IN/Nb0T V,lMPA4T • `�r77 I' J.R. o"I/ff C CNANQE0CAP GLASS TWE TOTF.MP9WVFROM H3 a,�,etar a� o.sn�u ro+a A.LYN�+1f+AILL�R,P.E. NOKOMIS.FL 34274 V&i*Better NTs 1 a 11 4040-20 E FL P.E.#56705 �I�G �tA� J.J. 2/23K17 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE: UPGRA OUTBOARD WIT MAY BEH 1 1 UPGRADED TO 3118"WITH NO CHANGE IN DESIGN PRESSURE. n n� 112•NOM. 112"NOM. 41 GLASS SITE 44 GLASS BITE �]EXTERIOR INTERIOR[� (ALL SECTIONS) 37 ® 37 ® •Pv8•= KURARAY 8UTACITE" PVBINTERLAYER 07 80,81 Or 82 $3,84 or 85 SAFLW'PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 70 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 090PVBINTERLAYER 090 PVB INTERLAYER 1B•ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 6118"NOM. 7118"LAMINATED 5116"LAMINATED GLASS 7/16"LAMINATED GLASS 112"NOM. 112"NOM. GLASS BITE 46 GLASS BITE 38 38 ® + rRoDucrREVISED ia as rnmplyi"a Buildin8 o gcteptm c 6* ) 86,67,88 or 92 89,90 or 91 ,,Cde :No 70 70 tjriignt �P.oduna�ne�ot"�1 U8"ANNEALED OR HEAT STRENGTHENED GLASS3116"ANNEALED OR HEAT STRENGTHENED GLASS CVJ 090 P1B INTERLAYER .090 PV INTERLAYER t t t t+l t r 7r 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANM814LEUIQR HFA�STR6iJGTI�N�D GLOSS Ott 7r 5/18"LAMINATED 7118"L�MINAfEDi ••i i i i e i .` r��l•"""' �c AIR SPACE AIR SP A1rE •• • • • ••• • 1 .. ��cer;s ' 8°ANNEALED OR TEMPERED GLASS® 118"TEMPERED 11 G I� • s • • • 13116"NOW 13/96 •• •• • • • •• is: No.,B7U5 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7116"LAMI • ••• �•'. STA '•j;;✓;' ONaps"s • • • • • • • �'� ,�tOFitUP '• �' LM. ?/t6 E HE1/ISEDINTERLAYftt&~ACTURER CtA2! t D A/ 3• • • ••• • • :,;'-,�...... ,•�Z�•, ROW 1070 WaWOL00Y DRIVE J.J. 10WIff D NO CHANGES 7W SHEET N.VE .,FL 30278 • !X 71 1 t 1,14 I t t ` ALUMAINGI t Wish 1�/A1�I4DW IMP 7• � A LYNN WLLER,P.E. dR C Ob11 C CM4NGEDCAPGLA98TYPE TOTEMPERED FROMHS P.O.tiOxt129 �„� s a•eew a� uw Noxaus.FL 34274 Visibly Bever Full 2 a 10 4002U E FL P.E.#58705 FIG C HHB J.J. ?12 UDT • • • • • • • 0 ••• 00 • • •• •• • t •••• • • • see 0 0 ?l/1 FL Wa-9 OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. -- BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDiDW N&tt3HT GLASS TYPE _0+ �o BS" 70" 72" 74" 78" MEETING RAIL ,! A,B.M -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 HT. 60" A.B.M +800 -80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +8D.0 -00.0 +79.0 78.0 �H 62" A,B,M +80.0 -00.000.0 +80.0 80.0 +80.0 80.0 178.8 -78.8 +77.3 -77.3 +75.9 75.9 63118" A B,M +80,0 50.080.0 +79.6 -79.8 +78.2 -78.2 176.9 -T6.9 +76.4 -75.4 +74.0 -74.0 UPT083118 C,D,E,F,GH,I,J.K,L +80.0 -80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 80.0 +80.0 50.0 +80.0 80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. - BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS .p. WINDOW HEIGHT - WIDTH GLASS TYPE 36 318" 44" 60 618" ST, 72" 74" 78" MEETING RAIL 40" A,%M +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 HT. A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79,9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 •X" q H 62" A,B,M +80,0 -80.0 +00.0 -00.0 +80.0 -80.0 +76.9 -78.8 +70.0 70.0 +68.8 •68.8 +67.8 87.8 J( 631!8" A,B,M +80.0 -80.0 +80.0 -80.0 +B0.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66,7 -86.7 +65.6 85.6 - I!P T063118" C,D,E,F,G,H,I,J,K,L +00.0 00.0 +80.0 -80.0 +80.0 80.0 +80.0 -00.0 +70.0 70.0 +70.0 -70.0 +70.0 70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3. - BASED ON FLANGED WINDOW TIP TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH m 76"FLANGED AND 76"INTEGRAL FIN) °O° SASH WIDTH GLASS TYPE 17118" 2211116 28 3116" 33 W41" 38 8110" 4413116" 318" 8616118" 63118" D,E,F,J,K,L +80.0 -00.0 +80.0 -80.0 +80,0 -80.0 +80-0-f--w-.0 170.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL j i; TEST REPORTS TABLE 4. "X" -SP�SIt H + FTLA847,4648,4723,4957 -j S.5/16"LAMI- 1/8"A,.000,11WHS FTL-4647,4640 C.5118"LAMi-(110"HS,.090,11WHS FTL-4847,4648 0.7116"LAMI- 3118"A,.090,3116"A FT44646,4885 PRODUCT RSV73&U E.7/18"LAMI- 3/18A,.080,3118HS) FTL-4645 as complying with tWFIM& F.7/18"LAMI-(3/1WHS,.090,3118-HS) FTL•4645 Ound ngcudm A 'mxc No I 0$ ` G.13/16"LAMI IG-118"T.AIR SPACE,5/18"LAMI- 118"A,.090,118"A FTL-4848.4723 I'm*** Dat° /� H.13116"LAM[IG-110"T,AIR SPACE,5118"LAMI-(118"A,.080,118"HS) __ FTL-4846 - - BY L 13116"LAMI IS-118"T,AIR SPACE,5116"LAMI- 118"HS,.090,118"HS FTL-4646 M adeFtQdx! ! J.13116"LAMI IG-UB"T,AIR SPACE,7/16"LAMI-(3118"A•.090,3/16-A) Fn-4049 4650 K.13118"LAMI IG-1/8"7,AIR SPACE,7/18°LAW-(3118"A,.090,311 " S) F114849,4650,4868 tt t t t I I r r r r L.13118"LAM{IG-1/8 T,AIR SPACE,7118"LAM[- 11WHS,.09Q6/16"H$ • • • ***F 4669W M.13/18"LAMI IG-118"A,AIR SPACE,5118"LAMI- 118"A,.090,1!8"i •• • F 3 • p\��,......,!•11,7 'i� NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITM*170 A"SITIVEPOESIG11 PRBSSIORE40i.64.0 PSF OR LOWER AS SHOWN IN THE TABLES.NEGATIVE DESIGN ¢r No 58705 PRESSURES ARE UNEFFECTED. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. _ � r- 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE1225"MINIMUM TO 38"MAXIMUM. T3. "?'-� S =tr/ 4.GLASS TYPES C,G•H,AND I MAY BE USED IN qI O'"`tl• • ••• • • :�U•• S'tAT.of f L K amyls E AW SAM GLASS OPWM FOR WSTM V#W W1 • R� DESIGN PRESSURES •;��,.;•r...... ��•,. J.J.' few/11 D No CWWOE8 TMS SHEET *so JJ•�N Fr FL 3427o *so 41 Af.UM.SINGLE HUNG WINDOW IMPACT r war na. P.o.eox ts2e 4.." oerox +m. A.LYNN��R,P.E. JJ2 04/0!H! C Cliff1EDCAP OLA8S71'PETOTEMP✓:REDFROMHS NoKOMI5.FL34274 Vid6 &tier sH NTS 3 11 4040.20 E FLP.E.#59705 fJC 8/!� J.J. y23!07 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 53118"MAX.FLANGED WIDTH 52118"MAX.I.F.WIDTH 49 5/8"MAX.FIXED C�} DLO(ALL) D"� - — I 75"MAX. 175' � 75"MAX. I.F. SEE DLO ` LF. A A I.F. SEE DLO DLO C+i HEI HT EE D HEI TABLE o-i HEt STABLE () j LO TABLE O / 78'MAX — 78'MAX 78" -- — L� FlANG60 FLANGED FLANGEDL HEI T - EE HEIGHT SEETABLE [q MAX SEE DLO E SEE DLO 7X ,/SASH TABLE j NO E4 TABLE (MAX.) �: HEI T - -- _,- 48114"MAX. VENT DLO(ALL) DETAIL B DETAIL,C DETAIL A VIEW STANDARD SASH) RADIUS TOP STANDARD SASH). 1/1 B E I _ —VERTICAL DAYLIGHT _ rte OPENING 75"MAX. l 76"MAX.MAX. 41 1/4" 40718"TE I IF. LFFIXED LOW HIGH HEI HT E HEI HT DETAIL SILL SILL SEE OLD SEE DLO A 34 U2 34 3118" TABLE p j TABLE O / B 41 518" 41 11 1 78"MAX. 78" FLANGED FLANGED C W HE9 HT HEI HT D 62 5/8" 52 11118" 1 E 621!4" 525116" PRODIICTREVI.4ED 11WIding code SEE DLO TABLE X �" 20° LOW HIGH AccVtm Nn I 'D i ! j SASH SEE DLO TABLE X j SASH DETAIL SILL SILL r tioa Data HEIGHT HEIGHT A 34 1/2° 34 3116" B 277/16" 271/8" Itiiaml Ptalucl 1 B C 27 7178" 27 1/8" DETAIL D DETAIL_E D 16 318" 16 3/4" VIEW(CUSTOM SASH) .. •w.f 4pAi 5 TpP(UST_014SASH. E 163/8" 75 314" • • • • • • • • • TALE 5' �� O NOTES: • •• • • • • ••. • 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DET A;6 •�• •• s • • •• %{� No.58705 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH I I FOR ANCHORAGE INFORMATION. - 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. faL ty aeneet: • • • • • • e • t.."4o� i'C�.. ..0.....,••',C� tAG GH9l1b E N0CHANGESTHISSHE•ET � � oYdkn� ELEVAT10NS �';:�5/L7t* 'E� \• dd 10/07/11 D NOCHANOE37H7SSHEET ' •' �•�er °r�23az'e �� ALt1M.SINQLEHUNGWfNDOW IMPACT 'ijrrr'III% JR 67R " C NO CHANGES THIS SHEET P.O.60xt828 eexsa�t aewc LYNN MILIER.P.E. a� en"e a as raoxOMGS, 34274 i?sibly Better 8/1700 NTS 4 > 11 4040-20 E FL P.E.9 58705 AIG e/1; J.J. Y/28MT • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 2.784'-1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS,(1)8'FROM EACH SIDE OF SASH. NOTED ALANCE SASH WEIGHT USED MAX.VENT DAYLIGHT OPENING 1 INSIDE INSIDE 9,10,11,15,16 31 _--_"—�---— O �. 2.710' MAX. FIXED LTTE 7.8 OR 17 DAYLIGHT 25 OPENING - OUTSIDE 25 N — MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A-A OUTSIDE INTEGRAL FIN Q F)FRAME SECT{ONS _ — INSIDE 23 47 50 MAX. HEIGHT 21 2 I I HIGH OUTSIDE I SI 2 LOW BILI. MAX. DAYLIGHT GHT L GH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — 6$ 2.710' I.F.FRAME {� PRODUCE REVISED 28 88 II n ai�8'vi1hfpwdit OUTSIDE I Ac ioNo t S1 ,�o2i 6 M nem Pmduct 53 2.948' 63 52 2.330' (HIGH SILL) (LOW SILL) 54 SEE NOTE A • • • • • • • 64 I I I I I i j r B; : •.: . �(lYNlt 36 12 ULTRAL�IPT ••• 89 • • •• ULTRALIFT No.6II705 r ONLY 12ONLY SECTION C-C ' SECTION B-B RADIUS TOP .gLTEf1ATE NIGH SILL (HEAD DETAIL-FLANGED VERSION) (LOW SILL SHOWN) • ••• • • sins:of u, 3!!1!!6 E NOCHANGE8T7l18SHEET • • • • • • •• • SEC77ONS `7�r•''••r[c�RID �.••,a�^\} �o7a 1Ecrsaoiat3r JJ. JaW/11 D NOCMNGESMSSHE.ET • •• • •N. IEE,fL34zr5 i Y JN�t-E� Po.aox+aze ALUM.S/NG�EHUNGWINDOWW,IMPACT A�L{WN4JIl'LIgg P.E. J.R. OP4MI C NO CHANGES 77!13 SHEET woRa ns.834214 Visibly Better d 4040-20 F FL P.E.#58705 oer sn>oo NBIf 6 71 F,X. #/1/0 J.J. ?/2307 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• • • ITEM DWQ# DESCRIPTION PGr# ITEM DINGS I DESCRIPTION PON 1 4002A FLANGE FRAME HEAD 812225 60 1635 SCREEN SPLINE-.135 DIA HARD 61636K 2 1166 #8 X 1.000 QUAD PN.SMS 78IPQA 61 SCREEN CLOTH 81816 3 4003C FLANGE FRAME SILL(LOW SILL 612228 63 505 GLAZING CHANNEL(.888 X.500) 6533402 6 1626 ADHESIVE OPEN CELL FOAM PAD 7PA01626 64 1181 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 87 GLAZING TAPE 1 H8 X 1/2.7116 LAM 6 BBV1510 7 4026 SASH STOP 612244 68 4061A SASH BOTTOM RAIL(HIGH SILL 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 812244 69 4060A FLANGE FRAME BILL(HIGH SILL) �� 9 4029 SPIRAL BALANCE,3V,618",OR 11118" 70 ISILICONE,DOW B99,895 OR EQUIV. 10 1080 BALANCE COVER,318"OR 6V 6BALCVR916 8D A GLASS,6116"LAMI,(18"&•090 PVB11i6 AO 11 98 X.760 PH.PN.SMS 7834AA 81 B.GLASS,5116"LAMA,0/87A.090 PVB,1/8"HS 12 BALANCE 801TOM BRACKET 78AI-TBKT 82 C.GLASS,5/16"LAM,(1/8'HS,.090 PVB,1/8"HS) 13 108511080 SASH TOP GUIDE 42504 83 0.GLASS,7116"LAMI,0/3'A•090 PVB,1m' 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 64 E.GLASS,7116"LAMI, 1At"A OBO PVB,1/8'HS) 16 1080-1 BALANCE COVER,11118" OBALCVR670 86 F.GLASS,7116"LAM, 118 HS,.090 PVB,1/8'HS 17 1 4063 SASH STOP COVER 64053 86 G.GLASS,113/16"LAM IG;118"T,AIR SPACE,6/18'LAMA, 118"A,.090 PVB,118" 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/18"LAMI IG;1B"T,AIR SPACE,5/16'LAMI,(1187A.090 PVB,118"HS) 19 08-32 X 1!2"LG.PH.FH.TYPE F S.Sri 7832X12FPFX 88 1.GLASS,13116"LAMA IG:1/8"f,AIRSPACE.5118"LAAAI,(1B'HS,.090 PV6.1/8"HS) Q 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13116"LAM KG;IIB"r,AIR SPACE,7/16'LAM,(3116"A.090 PVB,3FI6"A) 23 4006C SASH TOP RAIL 04006 90 K.GLASS,13/16"LAM]IG:118'T.AIR SPACE,7/18"LAM, 3116&.090 PVB,311V I 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 87S18G 91 L.GLASS,13716"LAMI IG;1/8"T,AIR SPACE,7116"LAMI, 3/18"HS,.090 PVB,3118"HS 26 1098 SWEEP LATCH 71098 92 M.GLASS,13P LAMI IG,1/87 /8 Ft AIR SPACE,5/16"LAMI, 118"A OBO PV8,118 Al 27 1016 08 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL LOW SILL 612230 2 784 30 1226 WSTP.,BULB VINYL STP249 31 4006 SASH SIDE RAIL 612231 .062—y 34 1268 SASH FACE GUIDE 42501 35 1822 LAM SETTING BLOCK 3132"X 25184"X 1" 71822K 36 1052 LAM iGSETTINGBLocK1'X3/4'X1/18" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 8TP247W,K 0� 38 1226 VINYL GLAZ BEAD BULB(THIN) STP246K 41 40398 GLAZING BEAD,5116 LAM.GLASS. 640398 47 FRAME,I.F.HEAD 42 40448 GLAZING BEAD,5116 LAM VYIGRILL KIT 644703 #4071 A,8083-T8 44 4222A GLAZING BEAD,7116"LA I 64222 FRAME I.F.LOW SILL 45 985C GLAZING BEAD,7116"LAMA W/GRILL KIT 6986 4$ #4072A,6063-T6 48 4067 GLAZING BEAD,13/16"LAMILG. 64087 2,908 NROuucrRMSED 47 4071A FRAME,I.F.HEAD 64071 ascuml*zwith toFbflda RididingOD& 48 4072A FRAME.I.F.LOW SILL 84072 2.374— pt==ND I q.0$ 17 49 4073A FRAME,I.F.HIGH SILL 84073 imlon D•o l l0%) 60 40748 FRAME,I.F.JAMB 64074 t; 52 4009 SILL LATCH(EGRESS) LOW SILL) 764009 .082 NOM Miami Prod ct 63 1088 SPRING,SILL LATCH EGRESS 7SPRNG THICKNESS 4 71 2. 1(r 64 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 t i I i 55 1014 SCREEN FRAME(HOR.8 VER.) 61 4 •• .062 NOESS tt I t 66 1630 SCREEN CORNER KEY WIRINGS • • • • 74836 • ```�rU��Y......•4J/ll�'�i 67 1631 SCREEN CORNER KEY NXOUTRINGS 7 83 • . 1a .'ytCENs .hp 58 1073 SCREEN SPRING • • • •70ASP • • Y:' ' 000 •• 59 1824 SCREEN SPLINE-.135 DIA FOAM 616 4K 5U FRAME I.F.JAMB No.53705 49 FRAME,I.F.HIGH SILL #4074B,4306346 —� #4073A,0063-T6 (USED AS RADIUS TOP HEAD) fIJ^ = (5 = • ••• • ••• • • J� !.M 6/19116 �E NO CHANGES TW SHEET • • • • • • •• • PARTS LIST .;«.k10�.•' J.J. l WA1f D NO CHANGES THIS SHEET • •• • :.*NliN�f z • ALUM.SINGLE FLUNG WINDOW IMPACT JR.• 04MIlfl C CHANOEDCAP QLlwmeTo7EMPEREDPRO;HS r'.o.sgxis2e ftftsbft � nuc awrors rm" ALYNNI�IL4tR.P.E. n Vf' caro: ayac NOKOMIg,R 31274 j/LHb(Y Better NT$ B s 11 4040-M E FL P.E.#68705 FJr. bV1A7b J.J. ?1234& ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 11 I.F.FRAME I 2 I� h. 2.784 ip T .os2-- I 2.830 2.330 { 1.� I •062 I 6 or 50 O FLANGE FRAME HEAD I #4002A,6063-T6 If —2.784 WELD 17a9� O3 FLANGE FRAME SILL(LOCM ALONG #40030,6083-T6 6 or 50 SCREW BOSS(2} SEALANT OR GASKET AT HEAD AND SILL 1.fi13+{ 738 2.740 .040 -- .062 .oez .490 VIEW D-D VIEW E-E i-1-451-4T (1/1&VIEW HEAD&SILL,RADIUS TOP SILL} (RADIUS TOP HEAD ONLY) SASH SASH STOP STOP COVER FRAME CORNER CONSTRUCTION (� FLANGE FRAME JAMB a #4025.6063-T6 17 94053.6063-T5 '050 1 f #4004,6063-T6 — J (USED AS RADIUS TOP HEAD) 1.165 '678 2.326--- 1 -T1.098-1- wl� 1.342 r —2279— ►I oez 1 9 a GLAZING BEAD,5/16" ff #40398,608375 1.911178 0 1557 osz 31 SASH SIDE RAIL 062 #4008,6063-T5 21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(Low) 678 #4054A,80831-1046AN #4006C,0003HS--TB #4007,8083 T5 050 .050 PROU RRV1SEU plyb GLAZING BEAD,5116° ecw, aw e 676 42 #40448,8083 TS / 18"a�I8' X21 2.326--+-I 1.098-{-�—•I� (USED Wl GRILL KIT) •0� 17 GLAZING BEAD 7/16" Nilmn adePmdua 2.948 44 #4222,6083 75 3.448 .� •• ••e • • J' • • •s —Ai--050 050 1lititttt .0:2 s i i i i i 678 � } 1'087 " ;:��O,T{LTNN • • • • ••s • .051 GLAZING BEAD,13116"IG F��. �1cr.usF'•.F� • • • • • • f+ -2.784----{ •• •• • s •• 1.115-�� -�� !14067.698375 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7116" No.56705 69 FLANGE FRAME SILL(HIGH) #9650,8063T5 #4#4051A,6063-T5••• • s (USED Wf G ;u,•. U #4050A.6083-TB 68• ••• • RILL KIT) '� jIs Wt_ ei • • • • • ••• • "'Ll'•., c a� &nyrs a nwavluvor s rnts er EXTRUSIONS&FRAME CORNER DETAIL u'•.FSO.... rr rnro7irr o NOGH KSSTMSSHEEr • .• • 107 nl� • • Ca� ALUM.SINGLE HUNG WINDOW,IMPACT �'iis�()P11tt_EC J.R 06Drlrr C NOCIlANQEBTHl86HEEf P.O.BQX 1528 • ae.c awvw I A.LVAD MILLt'R,P.E. au aru+e RO cOMi&P4 ae2ra Visibly Hefter Sh7W Haff 7 s 11 404020 E FL P.E.#58705 F.K. 8/r/D9 l d. 1MV7 • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • ABLE 5 A ;HC1 " v T• 1."Ii,NCi toll TV P�9 2 0 E Ci1334 = CX 34.603 gA, 46.6ai 52.603 58.603 64.603 76.0D0 3-#12 SCREWS (j UU QZp M O N Q Z ,.M U QZ QZ M Z C Z Z M Z Z$3212 Za �V�gNV�U� U�U� U Ums's.; S7• >C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1111111 4 4 111H I,J,K,L 1 2 1 1 1 11 2 1 1 1 2 2 21 2 2 2 22 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 339 1 1 1 1 1 1 1 x 1 1 1 1 1 1 1 B,M THE ADJACENT TAB 121 11 1 1 21 1 1 2221 2 222222OR 2'11*22222222222222222232233 3'QUANTITIEINSTALL S USING HEDIMENSIONAL LF ACRIEIAOF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 2440 H,I,J,K,L 121 1 121 21 21 2221 22222222222222223222223 ¢ 223332233 4.TABLEWIDTHAND HEIGHT DIMENSION ARE FOR 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS AB,M 1 2 1i1 1 2 1 2 t 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 313 ARE1'LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 S.DESIGN PRESSURE LIMITATIONS: H,I J,K,L 1 2 1 2 2 2 21311121212 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3)4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A ABM MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 312,2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 OF MAXIMUM DQE IGHOWN IN BOLD.OTHERWISE,THE C,D,E,F,G, t 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 . 2. pRE�RE FOR THE H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 RESPECTIVE SIZE 37.000 1 1 1 1 2 1 1 2 121-2131213 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS AVAILABLE. A B,M 12'121112 2 2 2 3 111212113 2 3 2 2 2 3 2 3 2 2 2 3 2 3 213 213 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 PSF 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,IJ,K,L 221 2222322232322232323232423333423 '3 3334453 344 AB,M 22 2 2 2 2 --2-F2- 2 2 2 2 2 2 2 2 2^ y2 2 2 2 2 2 2 a22- 1 2 2 2 2 3 2'2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2'3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 6 3 3 4 4 PSF 78 TABLE KEY: C p E p G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �14L5 MAX PSF 44.000 H,I J,K,L 2 2 2 2 2121213 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 LP L6►IIITED) 118 PRnDULT Rt3VISBD q8M 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 FIEAD 2Atwpwwnw 15"0612222222322232322332421333342333342334353�3344:534JAA ABOVE2 3 t@iwp UCIC , PSF 78 78 MTG.R- C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2„ 3 2 2 JAMB BELOW By product,o I 48.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 11 2 2 3 3'4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 314 3L5 3 3 3 4 3 5 3 3 4 5 4 6 3J4- 5 5 MTG.RAIL ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 3 2121213 3 �L 3 3 3 3 4 4 3 5 3 3 3 4 3 5 3 3 416 4!6 314 6L6 (FULL DP) �ssitiiir PSF 72 78 78 • • •• • • • • • HEAD 2 C,R,E,F,G, 2 2 2 2 2 2 2 4 2 •2 20 43 2 Q 3 2 2 3 2 3 3 2 3 JAM ABOVE 2 3 _•. e *1 .. • 3*14 . .1 L. Mf G.RAR 53.125 H,I J,K,L 2 2 2�2 2 2 2 3 212 2'3 3 4 2;3 3 4 3 4 2(3 3 4 3 1 4 3 3 3 4 3 5 3 3 4 4 4 6 3'4 4 5 4 6 3 4 5 6 JAMS BELOW Nn.50705 y 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 MTG.RAIL - }. A'B'M 222222232223 4 23643 2 1.4 314 333 353344453345483445 � ' is 4` am,Las • • • • • • OL(ty•• • ��Q •.' S!E v 4� LAE 9122 E NOCM00ESTMSSHEEr ANCHORAGE SPACING,1/1 WINDOWS �o'•.�tonlo7;.•'' JJ.' r�07/fr O NO nw CH N=THISSHEET • •• • �N. E�I .R 34276 ALUM.SINGLE HUNG IMPACT 'R. 'NMI/if C NOCHANMTHIS SHEET ro.8gxt626 ay0�m+• ra" A.LYNI�IikILLi�,P.E. er arer tdOKOFAFB.Ft 34274 IA&1*Bartter SHT00 NT$ 8 a 19 �4040-2t? E FL P.E.#66706 FK. 7=106 J.J. l-*3 7T • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 TABLES. ANCHORAGE NOTES: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS 1. A14NOR TYPES: 1-114°ELCO TAPCONS WINDOW HEIGHT 2-114°ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 59.855 87.155 74.655 76000 3-Al2SCREWS ANCHOR TYPE. o U U t] U U p� U U C1 U U U U a U U fU U U 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS N O O N ozo O�i p N O�0 a 0 pz c i Q N O'�O�•I g N�p`"p��i U N O O N U N O"t� FOLLOWING DIMENSIONS-- WIDTH IMEN8I�IS: WOTH TYPE U U $ U U 3 U U U^8 $ U U �g CD 8 � U U � U HEAD-18 lir MAX.FROM TOP CORNERS JAMBS-171&MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 f 1 1 f 4 1 1 1 1 1 1 1 1 1 i 1 1 IV MAX.FROM BOTTOM CORNERS H,I,J,K,L 9 1 1 1 1 1 2 2 1.2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 rMAX.BELOW MTG.RAIL 16'125 9 1 f 1 1 f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED ABM _ _ 111 11 12221222221 22222222222222 222222322232322232 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 78 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 H,I,J,KL 1 9 1 11 1221122222222222222222232322232322 -TI.3322232 4,TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B M 9 1 4 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED SWINDOWS. INTEGRAL FIN DIMENSIONS 111111221f22222222222222222232322232322232322232 PSF 68 77 5. DESIGN PREBLOCXSSSURE LIMITATIONS: TKA C,D,E,F,G, 1 1 1 9 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 f 1 1 SSOLD ITALICIZED VALUE ABOVE THTHEADJACENI EM,INDICATE A S2.Mo H,6J,K,L -171111 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M _1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN 11 9 1112222 222322223 322 33333233332 233433243433243 PRESSURE FORTH PSF 68 07170 RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2_ ? f 2 AND GLASS TYPE is 37.000 H,I,J,K,L 111 1 112222222322233 3223 33333 -4 3333 2334 33243443243 AVAILABLE. ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111111222222232a23332233333343333233433243443243 PSF 64 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 400 H,I,J,K,L 9 1 1 1 1111-2 2 212121'2 2 3 2 213-13 31131 i[2]313 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 31315121 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ""2 2_. ..?.. .2_ _. . 191111 a22222232233332233433343333�3434433g3443353 TABLE PSF 49 78 56 79 79 MAX.PSF C,D,E,F,O, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 LP UMfTEO) 111 PRODM-MVISRD 44.000 H,I,J,K,L wa 1 1 911 18222 22332 23334233344334 34'43 343443 3434 4 3354 °RCO"'NY'oe"'iQi�FiO` HEAD 3 eoaal�ac N (r34& .C3$ ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 JAMB ABOVE 3 3 n"`m, Dale t 2DZI 11111122222233223I33423334433434433434433434433fi4 MTGRAIL PSF 46 74 61 74 78 79 JAMB BELOW ��+� �ProtCO C,D,E,F,G, 2 _2 2 2 2 2 _2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 MTG.RAIL 46.000 H,I,J.K,L 11 1 111222 2 223 32 2 3 33 433 334 43 34444 3 344 444 3 544 44 354 ABM 2 2 2 2 2 2 2 • • •. •2 • 2 2 2 3 2 2 3 2 2 (FULL DP) 1 1111122Y22233 2 338 338 4 8 44443 344444 354444 354 HEAD 2 \\��ON11: PSF 41 67 46 67 76 79 • • • • • ••• • JAMB ABOVE 2 2 •''�+crNse Fp i C,D.H,F,G, 2 2 2 2 2 2 3 •�, z •3 • •2 • 3 2 3 3 2 3 3 2 3 MfG.RAIL x 53.125 H,LJ,K,t 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3'3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5i5 4 3 b 4 b 5 4 3 6 4 No.sero� _ JAMB BELOW _ ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 MTG.RAIL 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 4 4 3 3 4 4 3 4 4 4 3 3 4 4 5 4 43 5 4 5 4 4 3 5 4 '�0. a.. c� .• 3TT En" E woalAwor=s7ws6HEEr • • • • • • •• • ANCHORAGE SPACING,STANDARD VIEW %c��' .;toa.....•' a✓ lumrmt o wocw+ea ugTNsSHEET • •• . «vow s • '� '�`SIONAt • ALUM.SINGLE HUNG WINDOW,IMPACT �rj JR uftOwyl, C ADDDPMNCWMWEANaMQ7Yl3RE8TRfTWsy817E'. P.O.sgxta� mow; e.e a..w� A.LYNl��1hLL�f,P.E. Pa.. majus , NOKOMIS.FL3427A 1/tstblj Nene 6M00 �S g 11 4040-20 E FL P.E.#58705 FA 728/06 J.J. 22mr ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 8 JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MII�1S SASH HEIGHT FROM TABLE 8. 1.ANCHOR TYPES: 1-114'ELCO TAPCONS SUBSTRATE: 17.125 22888 28.21 1 33.764 39.288 44.839 60.382 65.926 2-11 3-#1 22 SSCRECBE SS4 CRETE FLEX WS ANCHOR TYPE: O v C> o V V V Q U U Q U U U t) v l� Z 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWUNG WIWDOW GLASS Nao<Qc�fONO�Zl1ON0<app�ONoqx<Z��ONzpp<ZpN NO<O��Nrt< cf$NO' C DIMENSIONS: WIDTH TYPE 3 U U U U U U U U tj y U U (�J U 5 U U HEAD-1811 MAX.FROM CORNERS 19125 D,E F,J, 1 1 1 1 1 1 f 1 1 f 1 t 1 1 9 1 1 1 1 1 1 1 1 1 JAMBS-17112'MAX.FROM TOP CORNERS K L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2' 3 3 3 3 11 112"MAX.ABOVE THE MEETING RAIL 8'MAX BELOW MIG.RAIL 24.020 D,KJ- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 15-MAX FROM BOTTOM CORNERS KL _ ;. 1 -.1.. _..2. -.2._-2.. 2 . a.._.2.. _2_ 2,.. 3_ -.3. ..1 3_-.3-.. z-. 3.._.3._ 3.....3_.._3__ 3... 4 Sill-ANCHORS NOT REQUIRED D,E,F,J, 1 9 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE AMCOR QUANTITIES FOR CUSTOM 32'000 KL 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 6 3 S VIEW WINDOWS FROM TABLES 1.AND S.USING THE DIMENSIONAL CRITERIA OF NOTE 2.USE TABLE T.FOR PSF 78 -2—F-1 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F.J, 1 1 9 2 1 2 2 1 2 2 1 2 2 1 2 2 1 __2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L q g 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 6 4 5 WINDOWS ARE AN12 D HEfir MIN.DI EN 38"MAX. 6.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 70 70 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ARE 40.0 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1"LESS. K•L 2 1 t 2 2 2 3 3 3tIE2 4 4 3 4 4 3 b 4 4 5 6 4 8 6.DESIGN PRESSURE UMITATiONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD PSF 79 78 79 77 79 79 79 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS KL f 1 1 2 2 2 3 3 3 4 2 4 4 3 6 4 3 6 6 4 b 5 4 8 SHOWN IN ESLD.OTHERWISE,THE MAXIMUM DESIGN PRESSURE FOR THE PSF 78 70 70 79 79 71 70 73 78 RESPECTIVE SIZE AND 48.000 D. J. 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 b 5 4 6 6 4 6 8 5 8 AVAILABLE PSF 71 79 83 71 7'9 84 74 86 77 88 89 TABLE 7.KEY: 53.126 d,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MAX PSF K,L 1 1 1 2 2 2 3 3 3 4 4 4 6 4 6 _..8.. 6 8 8 5 7 8 fi 7 CP� -EDS 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 ABOVEF-2-1 TABLE 8. AM® MIG.RAH. SASH HEIGHT SUBSTRATE- 12.776 15.776 18.778 21.778 24.776 27.776 30.778 31.106 FULL DP ANCHOR TYPE. on 200o try ' [Fd, c z M QQ� N c < e, N i� < to �QQ N < oz c,O N 2 I{EAp 2_ WIDOW a{,� N 8 O H Q N 8 N aJ, N N " 8 $ $ $" $ 8" ,y s C�`� 8 JAIVI3 ABOVE 4 PRODUCT RBVISBD WIDTH $ C> 5 V }} �i e e mplyiag"Ith Ute FII 19.125 f 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL ITw1datgcadc 1 1q.09 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 ncceplmce a moan Date ,�21 32.000 2 t 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 -2-T--1T 79 TABLE 8.KEY: Mian P�°tact n 2 1 2 2 2 2 3 2 3 3F2 3 3 3 3 3 3 3 4 3 3 4 3 4 MA)C PSF 40.000 74 -04—T-3--f-3— (DP LMTED) 112 2 2 2 2 2 2 3 2 •� •� 2► •g •3 •3 3 4 3 4 4 3 4 t I It l l 88 78 • • •• • • • • JAMB BELOW 2 \�0'dN V LYNN`�d!'�,�� 44'0 2 2 2 2 2 2 3 2 3 3 4 3 4 $ 3 4 6 3 4 MTG.RAIL ��,•'......... ler 83 72 79 •• ••• •• • • • • `A ' 48.ODO 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 FULL DP) No.58705 'r " 73 6s ee 72 —6T—TT-4 JAMB BELOW12 53.125 2 2 2 2' 2 2 3 3' 04 3 4 e*U13 4 6 3 4 5 3 5 5 3 5 MIG.RAH - U '•�` I JC !J' • • • • • • ••ft* 0v&,6f*&Ttter qw. NOCNANGE87Ht4SNEET • 0jp!��y NQt�� •� ANCHORAGE SPACING,CUSTOM VIEWMOW. • •• •I lJ.YE" E F1�3 0 J.J. No CHANGES7MSHMT 4F• ALUM.SINGLE HUNG WINDOW,IMPACT J.R. NO CHANGES THISSHWrA L4NNiMILL ,P.E. naaNOKOMI8.FL 3W4 NTS 10 a 11 4040.20 E FL P.E.#58705 F.K. moll • • • • • • • • • • EXTERIOR INTERIM NOTES•1 �,) WOOD ANCHOR �.L HEAD AND SILL DETAIL •�. � ' 1-3/4"MIN.EDGE (SEE NOTE 2&3} CONCRETE ANCHOR 2,FOii (SEE NOTE 1&3) (SEEWOOD T�� 1'MN.EDGE 114`SS4 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE 012 TRIMFIT HEADS. 3.35 KSI MIN. 4.WOOD BUCKS DEPICTED B7 THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE CONCRETE !;: .:'.1318 MIN.,1/4'TAPC�J TOTAL THICKNESS IS LESS THAN 1 1/2`. ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 3/4`MIN.,114"CRETE FLEXWMAX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. BUCKS DEPICTED AS 2x ARE OPTIONAL 1x 13/B` 1 1t2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK _ MIN• ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.(SEE NOTE 4) -- — 5.FOR ATTACHMENT TO ALUMINUM:T14E MATERIAL SHALL BE A MINIMUM STRENGTH OF SN3-TS AND A MINIMUM OF 118'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOW BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL___ SHIM SHIM_ A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE —-- MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 114` t " T USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1l4`MAX SHIM MIN. 1/4"MAX.SHIM 62 �, ,;. 7.MATERIALS,INCLUDING fi Ct1JCIT FIAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL NET THE REQt11REMENTS OF FBC CURRENT, 1-314'MIN EDGE DGE EDITION. CONCRETE ANCHORWOOD ANCHOR, ' FH BELOW MEETINGFH BELOW MEETING RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) ui ' 3.35 KSI MIN.CONCRETE INTERIOR 'z OR 1.5 KSI MIN.CMU {ALL JAMB DETAILS} EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE BUCK OR CMU SUBSTRATE(SEE NOTE 4) ® (SEE NOTE 4) �J DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' S/B`MIN.EDGE 2-1/2'EMBEDMENT MA' 1/4' SHIM _ _. ---WOOD FRAME MAX PRovucrRsviSco WOOD FRAME SHIM f ns mmPlyiag with rho Fbrllda . �•- �� !J-. Buitdh*co4c 1 fl8 SIB'MIN.EDGE AccepuuimNo ' .131"DIA.MIN. B irAtirn�beta x 21/2"NAIL, By 131'DIA MIN. 2-112"EM EDMENT j=j C� AT CORNERSI AND 5'O.C. ovule t cod uA C�ntroi x 21/2'NAIL, -- WOOD FRAME AT CORNERS AND 5"O.C. rte" Edt>1E• • • •• •s 1MAX. s•• •i i•• i i A-PiCARNE 8x SHIM •• *00 •• • Atm 5.0.C.0 2-1/2`EMBEDMENT DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) . No.53705 :7t • ••TYPICAL INTGGRAL FIN AN HORAGE _•t�: = • o -71 Is f Lei sitars QORREcrBIACICNOT>«RElVtOVE REF • m Y*00 • • ANCHORAGE DETAILS TI cf JJ 1ruo7i11 a NOCHAFJOEs rNrssr • •• • 7vµ B.�X76 ALUM.SIN HUNG WINDOW IMPACT J.R. OND111i C Nocmv dE9TtNS3NEET P.0.Boxt52e a�eF ar rwxoeud,fl.34274 Vbib&Bene. aM00 NTS 11 d 11 4040-20 E FLP. O 58705 F.1C S/1AD5 J.J. 2&w? • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAMI-DAM MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTTCE OF ACCEPTANCE OA www.miamidadg.gov/economy 2-4 Pt. This N - COPE: OA is being issued under the applicable rules and regulations governing ille use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Produet Control Section to be used in Miami Dade County and other areas whole r.11owed 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 includtn�Ht Velocity Hurricane Zone APPROVAL DOCUMENT: Drawing Na. 6308JR, titled "Impact—Reststant PUMMNUMI be Mullions", sheets I through- 25 of 25, prepared by manufacturer, dated 0$/29/11, with revision B dated 10/10/14, 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 Mil-Dade County Product Control Section. •••• 0900:0 LABELING: Each unit shall bear a permanent label with the manufacturer's 00000 "tl or logo,•�f y o state, ••0 o• model/series, and following statement: "Miami-Dade County Product Control App1tq, , unless Qtherwise• • noted herein. 0000 •• • • RENEWAL of this NOA shall be considered after a renewal application has beenfiledand there Arias been•• ••• no change in the applicable building code negatively affecting the performance of th%Pftuct. • .; .. .. 00000 TERMINATION of this NDA will occur after the expiration date or if there cas.tr •a,revisian..or.change.. . •.• in the materials, use, and/or manufacture of the product or process.Misuse of thi$NOAras anpndorsement••••;. of any product, for sales, advertising or any other purposes shall automatically teuninate this 1"Wl:ailure0 to comply with any section of this NOA shall be cause for termination and removafofltldA. •.•e•- • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, FldridA, 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 steal 'fable for Innspection at the job site at the request of the Building Official. consists of this page 1 and evidence pages E-1 and E-2,as we as approve ocumen men tone a ove. The submitted d�umentation was reviewed by Manuel Perez,P.E. atnrn n aua COUNTYf f f PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subrr Uted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 48/29/11, with revision B dated 10114114, 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 242-94 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 243-94 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 42/28/11, and addendum letter dated 05145111, signed and sealed by Marlin D.Brinson,P.E. (Subodtted under NOA No. 10-0819.0.5 C. CALCULATIONS 0000 1. Anchor verification calculations and structural analysis, complying with TUG 2010 0'0 0 0.. and with FBC 5th Edition (2014), prepared by manufacturer,•datZd:ll/29/1§r signed •0 and sealed by Anthony Lynn Miller,P.E. ••• •• •••• •0 0 0.0 0000.. •000.. 0000 .. D. QUALITY ASSURANCE0 0 0000 . .. ••:.0• 1. Miami-Dade Department of Regulatory and Economic Resources(131~R). .•.0. ••••• .. ..0 .. . 0000•. E. MATERIAL CERTIFICATIONS :00:0: 0.• 00 . . 1. None. . 0000 •0.00 0 0 . . 0000. • 0 • Manse ez,P.E. Product Cont t aminer NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STA'T'EMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Indi.'stri:s, Inc. for their Series "PGT' Clipped Extruded Aluminum Tube Mullica — L.M.I., approved on , 02112/15 and expiring on 05/26/16. 0000 6 . . 0000 0000:0 . 0 - 00 0 0000 • 40 000000 0000 000000 0000..� ...• 000000 0000 00909* . .. 0000. 00.06. 00.66 • • .. .. q* 6 666666 . 0000.. . 6 0 . . 660000 0000.. 6 . 6 .•. 0000.. 00 0 0660 : 0 • Manuel ,P.E. Product Con 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... G£NERALNOTES • • •• MULLION ONLY.ANONOR6 SlIONN ARE W A!>lllTlOt�l'O AW pNOHORSRIIQUIRF�FOR THE ty DETAILS SHOWN ARE FOR THE EAOi FENESTRATION PRODUCT INSTALLATION.TYPICAL AP� TIONSE SHOWNS UNE 13UCXS IF USED. BEIdERAt NOTES.. ....--,_...._1 EVALUATED BY AN EXPERIENCED INSTALLER FOR A2Uj INSTgt1ATt0(�GNED � _M"7 NSTRUCTroNS......._....__..._._.1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 1CND ARE Tb BE DESI jrBY THERE. ELEVATIONS................._ _.._ .1 MILL TO 2X WOOD................._.....2 og FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MILLIONS MULL TO SX A MASONRY-.....-....2 E' MULTIPLE I^ OPENING,WIDTH FORVERTIcaL MULL tNBroE HAVE BEEN TESTED AS'FREE-FLOAT AND DO NOT NEE�T�B�DIRECTLY ATTACHED�T�'�MULLION CLIPS.BUT SHALL �ATO UATION R�.... 3 MULLIONS { / 8EE oETAtls RECTANGULAR NOT HAVE A GAP OF MORE THAN 1!4'FROM THE CLIP. , • . • • • • . • MLLTO STEEL Shm_ ...._-.3 SHAPE t.LlL �'� t.,, �2RESF d G TO THE REQUIRED —TO MULL............-...............3 U m w SHEETS 23 _ 3}THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNAVO resipT$IE 11IN4 QA�S� � ANCHOR SPECS........ ............3 � ' _.. L �'- �-��- - - il�� DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECTeNO610ME TWA&MBi.TtiE 1(i STRESS INW2FASE WAS NOT ALTERNATATE CLIPS_..._._...._...4 O IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FAOIFOR WAS 96ED ROR THE EVIALUAVON Of MOOD SCREWS' BAY MULL INSTALLATION............4 ii' 't i ��♦ t X 2 X.126 MULL SPEC3....._......»5 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2.6 X� SPECS6 WALL 3 MULL PP - CS --.-7 U) INSTRUCTIONS. 5X2.75 X.65 MULL SPECS............9 Z C \111 1 X 3.126 X.5m MULL SPECS....._.9 ca - O 0 b}USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.126 MULL SPECS.............10 H- SEE DETAILS u G: s r _ ( iii t s 1 SEE DE7Ari ANCHORAGE FOR THE COMMON MULLION.SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS.CONSIDER t X 4 X.375 TUBE MULL SPECS...•11 {- 9HEETsza amRUG ONLY TWO ADJACENT UNITS ATATIME WHEN USING THE DESION PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1X4 X.375 TMULL SPEcs........11 SHEETS 2J 1.26 X 3.188 X.265 MULL SPECS...12 PRESSURE OF MULTL'LE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.25 X.190 MULL SPECS._.13 Z W z OPENING 125X3.2b X.624 MULL SPECS 14 O$' `\ HEtGHT 6)WHEN FINDING YOUR SIZE W THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26X 3.94 X.324 Mutt SPECS is y MULL FOR WOOD SUCKS 2 X 4 X.26 MULL SPECS.............._18 = Q LENGTH HORIZONTAL 2 X B X.26 MULL SPECS_...._..._17 C SEEDETaB.E, MULL BE C�HOREpBPROPERLYEDMENT TO TSItANSFER LOADS TO THE S7RUC URE ANCHORS 3HALL�BCE CO, ED OR CORROSION RESISTANT 1.28 X 2.11 X.125 MILL SPECS....19 (Q.. LNL) :z SNEfiT 3 30°X 326 BAY MULL SPECS.........19 Z E- Q OP AS APPROPRIATE FOR SUBSTRATE MATEPJAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 46°X 3.26 BAY MULL SPECS.._.....20 Q O 1'24 a REACTIONS. OWNS EJNs......21n � Z RE- TOR NOAS EXAMpIES......._.............25 W MILLION 8 EXAMPLES LOADINGLU PROOUCTSMAY 3 3 �"' 'T `�' Z CA txA OF ANY TYPE. S MUST BE * �Ap 00 a . p BM ACTt1fO 4. ...,_..: .: A III _. �a? -- — y POT. OW �� ',azsIn� /BEE OETAE.S 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL ~ A•O.G.2. MULLsH�rs 2a wIDTHfliEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS LENGTHHORIZONTAL MULL — INSTRUCTIONS: LENGTH 1)DET£RMWE THE DESIGN PRESSURE REFOUIREM-ENt(LBSfFT')FOR THE OPENING USING THE ASCE-T STANDARD. ADDITIONAL EXAMPLES OF MULL COAffIGU1RAT9lN8: OPENING WIDTH--- (.---BORIZ.MULL LE 0TH -«( 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH- MULL EPTH. `I LE G H p-- - - 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING tS°RECTANGULAR'OR`fRIANGUTARff RAPEZOip'4L' QR�UL-F R riSEu ._. LES m eemt4Yin3 with*9 Ftuntb HEIGHT - _ �__ -- T4)FIND THE HE MULLIONHTY�PE LENGTH AND OPENING WIDTH ORSHE HEIGHT(DEPEFROM NDING IF THE MULLION LS SPANNING VERTICALLY OR HORIZONTALLY). HE Budding Cede ��g. -- FOR yERT. MULLION CAPACITY(L981M)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REOUtREMENT(LBS(FT')FOR THE OPENING OBTAINED W A +ccs 1 t 2 OPENING MULL Ny p [ MILL STEP t MEt6tiT d LENGTH MILI P l' LENGTH ) BY --t° �_ 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMNANCHOR CAPACITY REQUIRED(LBS)•THIS VALUE M ��p L ., __ ._.� ..._- REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST MET TO ATTAIN THE FULL MULLION CAPACITY. \`lU .� OPENING WIDTH 6)FROM THE ANCHOR CAPACITY ILBS3 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LYNN......... SINGLE MULLION FORVERTICALMULL -' p OPENING WIDTH ANCHORISUBBTRAITJANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR tx.L'PATTERN AND VERIFY THAT THEREQUIRED ANCHOR �:4� C` FOR VERTICALNGWI TH CAPACITY IS MET. •.:'�/- QK1N PRESSURE REQUtREMEM[LBSfFT°t FOR THE �' No,5S'/0:� "\SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACIT((LBS(FT�°OBTAINED IN THE TABLE IS HIGHER THAN THE DF - �' g FROM FIGURE t ABOVE. OPNING.YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OSTAW THE LOWERANCHOR CAPACITY REQUIREQ.WITH THISVALUE A LOWER ANCHORCAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATEURE RATING LBSlFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION 8)VERIFY THE DESIGN PRESS ( "O '•.;`/.OH1V4:•'(j�� CAPACITY(LBS/FT'1 OBTAINED FOR THE MULLION SYSTEM.TH£LOWER OF THE TWO APPLY FOR SHE ENTIRE MULLED FENESTRATION .) • MCIITT ASSEMBLY. B)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT• A./'&N��A FL P. 58705 . . ... . . . ... .. .. . . . .. .. . • • • . , • • • .. ahit • • • • • • •• AauwN • DETAIL B:••• • 4 DETAIL A: MULLION ATTACHED TO 1X eucicaiwP TYP.ANESTR 3 MULFF�LION TO 2X WOOD BUCK WOOD BUCK AND MASONRY AtTACNMENT AND Tia Ee to,e6 d OR WOOD FRAMING (STANDMRD Vfb SHOWN)•• •• •• BY OTHERS. N (OFFSET CLIP SHOWN) • • • • • • • SEE NOTE+. s m M�110N • ••• • • • • • H • SHEET 1. N I I • • • • A 1 , ' fi 6 i •• •ra • 1 ••I i A6N2.7HSI '•, EG SEESHES CONCRETEORCMUg.j.i 21-23 FOR HO0SEABLES W N EITHER THE n I I LOCATIONS a a EOSE1nSTANCE 1B.165 Q STANDARD a TOsHfIFrS'nSMEuET TEM1eDHBOJLLDv d as i II �� fSoHv000'( o { i F MASONRY EDGE pS+t�rO0��77 F DANCE HSIDE VIEW DID CREWS 1 n°b an yCC7, o a� LLL ALL AdULf.IOHSOR z d OFFSETAML .� a s a a o n a CLIP MAY� a IH�TALLFD BY N Z A EXTERIOR ° a T}�MET1i0D Z v -�-��d o d _ EDGE a - F.. Z Q O arr 0 r A a o d MASONRY a a }.. O a ° THE ANCHORS _ OFFENDrDMHS a.o RECOM FOtt EXTERIOR d a WNDOM.BUTMAY F Tn (1) ALSOBEUSEDfOR V z < O O OTHER TnRt�TYPES. G Q TYP.ANCHOR "a "7 7YP.ANCHOR -'PER SWS7RATE. PER SUBSTRATE, SEE TABLES 18.18E TYP-ANCHOR SEE TABLES 111.168 —PER SUBSTRATE, EDGEIEND BUCH(97RM SEE TABLES I8-les 'DISTANCE AHD S BEE TABLES ATTAITR _.. 1&teB •.• .. 1 Et�EDMENTBY EMBEOA�M BUC7RM SHEET E t. -- SEE NOTfi i. . . •• SHEET I. mN2.TKSICONCRETEOR CAW ODUCT RSYISEW FRONT VIEW ..."Y1n6 wild the F1 ww SIDE VIEW A NO 03 FRONT VIEW a BY. hoQust INSTALLATION NOTES 1111 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION or- ONLY, CONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE "•.;t CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE k:• D. 58705 =• FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. _ 3}ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. , � s 16.: Lu A)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C.SHEET 3. `• s:of `}l` 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMFDADE COUNTY APPROVED ELCO ULTRACON OR ELCO IM S.S.AGGREGATOR MASONRY ANCHORS. A. NLM LLE12�.E. FL P.£.#59705 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... . ._ • • • • • 'PAL E: k µ i i i•i • •17E� ••• • MbL *SON MULLION --� 000 aan :IMF�tS�CT)ON NOTES' • < LanL •• • ••• (UCLIP) 1)MAY BE INSTALLED IN OR tINTERSECTIONS. Pit VA Y 2)MAY BE INSTALLED HORIZONTALLY •• 1 •• ••• (SHOWN)OR VERTICALLY. ^; I iii • • • TYP.ANCHOR •• • • •• • 3)SEE U-CLIP ORAWING8.SHEETS 21.23 •m sTA DAARD I i SERTABLES10 39 • • • .I,a �1 • • • FORCORREBPONDWpMULL10N. Z M N OFFSET MULL \ 1 I ggg •• • • TbOld • ••• • yw�pH O CLIP MAY BE \ I IQ EORE DISTANCE O1 INSTALLED BY 1I I -FOR MASONRY VAREB-3------1 THIS METMIM. ANCHORS I 912 STEEL SCIEVNS. '� SELF•DRILUNS OR PREA ILL I I \ / MULLION AND USE l9.i8 tu m m o '--"' . MULLKIAI J J EXTERIOR – _ a 2-1-1-51" WP IB Z (UY EO FOR DMA50NRY e A " EDF� /9•aTERSECTKIN �/> ~ ANCHORS -. UTMRV U•CEB' j� \y Z \\ EDFOR EXTERIOR \ Z P �' e E TYPES. TYP.ANCHOR AT 38 a Q e SEE SHEETS 21-23 FOR F p o / TYP.ANCHOR "OLE LOCATIONS –PERSUBSE 16 �l BaicKsrn sl rAeLEs18,13B FRONTV{EW DISTANCE N aND y BY OATF#RS BEE TAsueS i Q Z iQ • SEE NOTE I. SHEET 1. - •� (y TA EMBEDM,fENT .• .. e.e _ * EDat +-- -+-B°E`T B SIDE MEW M,SN 2.7 NSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18.138 DETAIL D: FRONT VIEW SIDE VIEW MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A -PER SUBSTRATE. SEE TABLES H3-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE t r4u-23 FOR Duna %Yi{h Ihsl+IaFdR Coft CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LDcaT �"��' '63 FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. F om Date MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HE IMAD OR FLATHEAD. J� BY ® ARi Dado 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET S. - DISSTTANCE .`'� LYNN pa 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED SEE TABLES `>Ol��• "•��F ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN 13.138 �':•'�CENSg '-.Q FRONT VIEW 1S OAANO COWMANT WITH THE FL 13UILDNG CODE,A2KWOOD BAOKER MUST USED. . ATTACHMENTBY CRIERS. =-r`: NO.b8lU5 EXTERIOR uw0oouxxoRSPEcs SIDE VIEWI�– NOTES: �6:' 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '.' •._ S L-OF ,; ANCHOR VALUES MAY BE USED. %0X� •.I'LCRIO?:•' 6, (.}..yy..j(��.. 2)SEE CORRESPONDING MULLION TABLES, A.+L'Y �Ajti)44EI P.E. SHEETS 5.20,FOR QUANTITY OF SCREWS. FL P.E.B 58705 . • or I. . . .•• • • • • • • • • • •• DETAIL F: DETAIL G: • • ••• •• • VElWL H: ANGLE MULLION CLIP • • • BA�)( W INSTALLATION FIELD-MODIFIED MULLION CLIP c • •• • AN LE CLIP (F-CLIP) (ANGLE CLIP) a >f 3d•�46• 41 SEE DETAILS A-E. • IAY MBAL 9HESTSTOSMCIM SUSSrRATM 2 AND 3 FOR INSTALLATION ••i • • • V. • f•• • • • • • • MULLION • • • • • •• • • O O • • • r • • • •• • O O O W O O O O O TOP VIEW g ix to O O W U Q OF SIDE VIEW TOP VIEW I i z 1 SHOWN WITH V X 4'X.126' I I I I TYP.ANCHOR F MULLION 3 ./� I 1 I j PER SUBSTRATE, ' �$ S' EXTERIOR I I i SEE TASlE5168 pR 98B g dJ I $O8 PYP.ANCHOR AIISTR I i EXTERIOR U) at STANDARD MULLION CLIP I 1 PER SUBSTRATE, 1 1 1 MODIFIED TO FIT FMLD ! SEE 7ASU91$•148 GD I I I Z Q C3 CONDITIONS. 1 2•ERMU LI NEN I I 2 PEr4MuwaN Elm,MWlar BE O I I I I ! INSTALLED INSIDE OF BAY MULL. Ne�- ! O ^ Mt1i.LWN 1 1 1j 1 1 51 m H Q y I II > I I 1 2'%5'X.926' � I ANGLE CUP, O 1 2PER MULLION END. p,• r � O) B,`\ `'p•,`.` i i MUSTBEINSTALLED I INSIDE OF MULL g 1L i \ 4b TYR ANCHOR PER SUBSTRATE, SEE TABLES iSA48 INTO WOOD. STEEL,ALUM INTO WOOD,STEEL. 5TANDARDCUP TO BE EXTER ORR OR MASONRY EXTERIOR ALUM.CMU OR MASONRY MODIFIED W-FIELD. c-RoDum REVISED £ `dirscodaActeIdo-B•C INTO WOOD.STEEL, Fxpiwicf 17Mc ' ALUM.OMU OR MASONRY EDGE O ® DISTANCE By DISTANCE hodud PER ANCHOR EDGE `��11 LYNN....... .. DISTANCE—�•--- NOTES FOR INSTALLATION OPTION G&H; \� Z•�;G£NSl'�''•�� PER ANplbTi O 1)USE 2 ANGLE CLIPS PER MULLION END,CLIPS MUST BE INSERTED INSIDE OF MULLION. •..,�,�' NOTES FOR INSTALLATION OPTIONS R2)DETAIL G:SEE TABLES 1&14H FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE �.;;�• No.511705 '. 1)DETAIL IS NOT APPLICABLE FOR THE SAY OR 1.28 X2.11-X.126'MULLION. LOCATIONS. (/L 2)SEE TABLES 18.138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LACA710NS. 3)DETAIL H:SEE TABLES 168 OR 188 FOR ANCHOR QUAN7RIE3 AND SHEET 22 FOR HOLE !?•. !.� E LOCATIONS. LI FFF 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. 'r<h� '•••A'tORtO?•'�C�� FL 5870 P.B. FL 68705 .. .. . . . . .. . . . . . . . . . . . . . . ••• . . . . •.• 4 �{m�g0 TABLE 1A • • • • • Y6� Iuton C Table � 9oN tq 74N wkm ow BON >m )orOp•tlkt • "DIROO �• • • Hob WOWpal solo Win Reataa4uW R1gmf9t/at Vold" 1t vwmm Rao vow tw..nB. RedODPOer Laa4a® twdaa Loaft Los" Renta" Laaft L"ft Lo t� 1.0aft loa0tg Lea40q tmde4 LoadNg t laado taadiro 14ad o 4' 1x2x.J26 t to Mum Tube M " 1 a 111 111 � • � � bm � 11 1 1 1 SIB 38.4 408 504.0 3!0 30.0 408 1qA 319 ? _ 42N 1itA 408 128.8 932 Bat 408 158.6 32S 78.8 408 107.8 921 89.9 408 104.4 359 021 408 101.0 318 659 408 f04A 314 18.9 408 N 48N 74.4 312 Bae 288 02.4 312 73.t 482 n.6 312 07.0 248 F3242�447 89.2 240 45.0 312 81.3 244 379 312 81.0 244 51.2 312 6fA 244 -11 312 91.0 244 204 912 4tA 210 m q� O 00926In e99 285 709 234 65.2 284 819 278 469 281 66.1 224 WA 272 38.8 281 60.1 220 31.4 28t 40.3 218 28.8 281 40.9 214 73.8 294 49.3 214 20.0 281 49.3 218 6lN 62.8 241 87.8 20r 439 247 49.0 202 37.8 247 44.8 129 041.1199191 21.9 247 96.1 t83 188 24T 98.1 !89170 32.0 200 3SA 566 27.4 200 31.6 183 181 30.3 152 207 185 264 149 24.0 t85 261 in 20A 185 201 WB � Z T2H ?2.2 134 29.1 520 18.8 IN HBA L18 159 138 IY9 1" 78N 164 125 167 108 t67 128 109 107 ~ ` g � O TBE. 17.6 118 162 104O ANCHOR CAPACITY ADJUSTMENT FORMULA: N N o .- TABLE 18AnOhOi I Tete PT (D-)X(ANCHOR CAP...,.e,.\m ANCHOR CAP.,,, tt� FaaHYAT MULLION CAP.,,,,, S,tWOata 2 aRc ceao. N v4'SSE"GMT— ua•88 Eko no n8 B1ee4 nze USE THIS REQ ULA TO OBTAIN ONDI'ANCHOR AnohorT 97/8'EnolAi(aeat tfd•Efao186aoon B7 3I18'EleollafaCOa 1I4'EmolAaa00ft Ayp.ealor Ua.at4t A9�e(iNat 8etap(OS)SOt0B(t8 OmetvIC1S) H- AnohmCOPPatt9m9unmw a4s oss 0.324 CAPACITY REQUIRED'CORRESPONDWG70AN U X EdBa Olsianae M 1• 2-Ur t• 2-7/[' 3.1TS f• 4.t IC 1• a-1/! T lUB` r ACTUAL PRESSURE REQUIREAHENT FOR THE D...'�"' Z O EnOtaOmantM 1aH• raid' 1.97M 1.374• 7 1-U4• t•1M' 1.1H' Y400n 374 4• 891 ma 8WIN i i m3 442 680 W3 OpF1.IQ,�y7IHEN iT IS LOWER THAN THE MULLION D. CAPAGTY{FROMTHETABLE)OFTHESELECTffiOC ®4. •Mmt.0.C. stmo+aarCtaelp� 9A.1J 39oan an tbaMum 1 roa tea _WA MULLION.ITWOlYIELD AMINIMUM ANCHOR WIN 7W NIA ON.4 Arotnte Mre® MN O!a81/(W2}24sAnpfa c9pa/lFe.3k r00.a 7601944 BBDms 1580m0 t69Ban 640041 660103 WA 78Dma 7491be 880Ibs tB321tn 967 ms 8685bs 1120 tls CAPACITY WHICfH MAY BE USED TO QUALIFY NIA WA ns m3 ADDjT-n At ANCHOR OPTIONS FROM THE 4A1.2 Aaa0aa 00.45'ASt oc.l itq�.W7F.Cep HFq.6j 183911 166ma 2261E 443990 eta ma 13WA MIA WA 6 Da 14o ata tr718A WAs 370 as 187 ms 352 Ws 473 Wa t7o an 221% w ANCHOR CAPACITY TABLE. 4Aro9ae 1.16•MN.O.CIF•pip .81 84091 960 ma WA WA WA WA 560193 WA WA WA WA WA 341®a 442Ibo 660 m0 NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCE FIGURE 1: FIGURE 2• TABLE NOTES: s whh 0 cetaptYHa3 w{81 WeF10rldIt 0 . ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1�� w saf,8 C•� ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A t t N 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE' By FIGURE 3: MiaOi a MOdnOI 3)MUU ION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DNAEN31OWN SEE SHEETS 21.23. ® HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.Ot10' I\ LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 12E ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES,CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS•HOLLOW AND(•yRQUT-FILLED r ti�.\`.•:.•�IGgNSt: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED 1 c, FIGURE 4: FIGURE b: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.125' 507it5 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TB BEAT t•X 2 X.126'MULLION _js; No• 0 LFAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS MAYBE L _ LH ® ® PF THE MATERIAL.#10 6 M72 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. „t1�!C r •IV T tF-LtF A.LYNI$ FL P.E.N 58705 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• TABLE 2A •• • FIR�mawA n Ca o T6be • ddpartoll 101810 or gt2oyp • so Ind $ 70In BDb 9oin • • 100 120 • t4DM1 H r: 601a ReawagulwTMOTOatp. 9 8011 TrailTdtr•. Reatmgdr ReDt�M TreytAdm. Y R4o1f•dtr TIaD/tam0� Reot�4d Tup mwg. R4marWmr nspR6••. Reoterodf T Lo�Bq 14a00f L4tan9 Daft L48®tf LAa•n9 10eft4l LmfnB LOefr• Waft wofn9 d 1x2x.878 • L Left Loaft tolam L49*0 Low AIM Tube al I Fil of IS 6 8 ffi• d 8 0 7I 6N .818. Y d O ,ee.9 x 42b 170.0 828 170.0 438 101.3 862 1m0 178 t13r fiat 1ra0 BOB 1136 682 189.6 618 ,809 BB2 ,889 8 N 48h 121.6 507 1380 410 t01.4 607 119.2 470 80.9 807 108.7 403 78.0 807 1028 398 87.8 807 89.8 387 80.8 607 88.0 388 t•.T 807 99.0 395 434 8W 89.0 398 380 601 89.0 388 o O 6862611 t03.7 468 414.8 378 W. 459 89.9 377 741 458 90.8 384 848 486 84.8 380 07.8 468 84.J 367 61.8 488 800 368 432 468 800 968 37.0 408 80.0 808 324 408 80.0 358 to r 6401 B6A 400 90.3 338 71.2 400 80.9 328 61.0 400 M.7 312 634 400 67.3 S18 47.6 400 84.0 S19 427 400 82.3 314 388 400 81.8 313 30.8 100 81.8 343 287 400 81.a 313 co J BD In 823 324 68.9 278 $1.8 324 57.8 270 44.5 824 81.2 284 388 324 48.9 280 948 324 439 287 St.t 324 420 255 280 326 40.5 153 ?7.1 S21 406 283 188 324 10.6 J B3 to 638 281 WA 162 448 294 48.2 248 984 284 438 241 33.8 280 31).8 237 28.8 284 37.1 734 2811 290 35.2 232 224 284 85.8 230 19.Y 284 93.4 230 t6.B 281 334 230 08 in 46.8 288 49A Yd0 39.0 288 424 228 334 290 97.8 221 282 268 3l1 218 289 268 31.8 216 7.1.1 268 28.8 212 18.0 286 �.0 290 tB.T 288 27.7 208 448 268 27.7 209 Z i Mln 380 220 37.9 188 300 218 322 191 257 228 28.4 188 228 716 25.8 188 200 225 238 182 18.0 Z� 224 980 16.0 228 2D.3 177 128 22b 18.8 178 i1.9 126 19.8 1T8 = N Z P 781a 908 102 7R0 977 165 101 27.2 173 2" 102 23.9 tra I9.2 102 21.8 ,8T 17.0 202 18.7 18ti 489 20Y 184 183 126 ?� 487 180 t0.8 202 16.8 188 86 202 138 1 78h 283 182 28.8 168 236 190 26.1 186 20.1122 27.0 182 17.7 182 187 1� 18-1 192 18.1 187 141 182 18.8 1� 11.8 182 'K.2 752 70.1 1>f 144 LBO 88 192 11.2 150 Q G Z C BOIn 185 140 18.0 1� 16.4 144 18.1 128 I' P 9811 162 127 15.8 115M ANCHOR CAPACITY ADJUSTMENT FORMULA: � L LE 2B An6hor Tebta (ANCHOR CAP. \=ANCHOR CAP.- � X F'f004 chat (DP j X`MULLION CAP.,,.,.,/ 8�8at1a<e: 2.78 Cbmw• 3�-'--KF �--37-1 w•BS EI00 6718'Tao Ud•esa Eko 910 8teef /12 Wed 0t281ed 4a0pe aaUSETHISFORMlAJ1 TO OBTAIN THE'ANCHORAmba Type 3rt8•Ebo 1 UMM i14,law IB0a4m irMCAPACITY REQUIRED°CORRESPONDING TO AN AnohorCHP Pau m6 ACTUAL PRESSURE REQUIREMENT FOR THE 1>' tr ' 1tY2 ,• 1.112• Y 14M 2' 0'� 0.1' OPENING,WHEN IT IS LOWER THAN THE MULL ION 1.7N' 1.1N" 1•tt4' 1-1r4• 7 1.W8' 1319 '•7 -7 1-0 otCsed .t): 989.6 990.8 198 ba 1014 W A' 380068 WA 7 N1A WMiA NIA -WA 882 on BBSna 11208b CAPACITY(FROM THE TABLE)OF THEON" SELECTED 4AnoM1t 1.tY6un.octerem�6( 00sQft(Po.2T 48003 79oan Wa WA N7A MULLIONYWHICHMA.IT WILL BE USED TO 4 AmMIt MI BOt'.I r 2xBMpk Capt/tFq.J7 780•t M9n 88000 1ss0®s 1896bs BIO bs 580 ps NfA 7801bt 748 58000 tB929m owns �•° ?16b CAPACITY WHICH MAY BE USED TO QUALIFY 2 Amhat OAY M9n.O.C.rt14Bp 1� r F•47W��.$ 195 be 19WOL WA1 Bat 225 ba 41591 BY11Ds 135 Ws 110fW 17W71Ds 3 o IDs 1W 16s 332 bs 473ID9 17o aq 221 ba 280 Ea ADDITIONAL ANCHOR OPTIONS FROM THE 2Ano0asR l.tY Mgt.O.C1 F111p 87 2408b awm ma WA NIA WA 190816 N7A N!A WA NJA WA 341 On 4128» B60Po8 ANCHOR CAPACIIYTABLE. NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. r•RODUCT ROV1SIM FIGURE 2: TABLE NOTES: estaal8 wlTht�FiM�MO GORE 1: eagdoo tj SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.0�' AcegBnne Na �{ �`-' Expimim Do SEE SHEETS 2-4 FOR GENERAL iNSTAILATXMd METHODS• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE' Bivliamt 11i URE 3: 3)MUlL10N AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,8EE SHEETS 21-23. 2L �� -(LYNN HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSfONAL RESTRICTIONS SHONdN ON SHEETS 2,23. ` `�.7\SON.••E Rll�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LCCATIONS. IL ,•' ,1GEtaSr'•.Fp , .378' Q ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS-HOLLOW AND GROUT-FILLED r t' Np,50'105 �r CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 080.WOOD SHALL BE PRESSURE-TREATED 1 , . FIGURE 4: FIGURE 8 FIGURE 8: YELLOW SOUTHERNEEL S PINE WITH AN sr.OF 0.55.ALUMINUM SHALL TO MINIM M GRADE 33 AND 045' 1HT CKB(1 GAUGE).ST 6083.1-5 ANDRUCRALE A USTEEL TO BEATTHICK M OF12w t'X 2X376 MULLION //pt CI $ 6 n LEAST,128'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND AUT•• S ,IC F •ti�t/V; ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL.13 83.8.OR 410 3.3 �ti•.,R(ORIO�.•'aC J,.` flF A.L� EWPE. FL P.E.#68705 • • s•• • • • ••• • • • • • • • • • • • • • • • • • • TABLE 3A 0 0 0 • •• • to0in 60b 60 In 7061 Nb w .i...,. • 1408 ., apfS� 9 omtie alaW Ram Low" LOS" TomLo"' Login toaAs toaft Lwft BWading Low Loa" Load(y pp8 1' �+ F fill, I IffiOFu � • Z Sam 42 in 1ra0 020 1ra0 438 17oA 744 t7o.0 478 170.0 888 1703 OB8 170.0 BBT 478.a+6f8 ira0 5118 170a /7 s 0 49. 6B� tfa• 621 527.6 1301 1700 521 5158 t�1 170.8 6zi !0b 1703 708 170.8 824 1703 868 STOA 684 170.0 082 170.0 830 1700 5133 170.0 BM 161.8 5139 1703 871 1383 1139 170.0 880 113.9 its 170.0 97.8 1139 570.0 080 86.4 H39 1700 YO �, 50,826b 1703 747 1703 883 170.0 896 170.0 831 181.6 1032 1700 884 1408 to32 1T0�0 727 1308 1032 170.0 74T 117.4 1032 170.0 788 W.9 1072 170.0 768 83.8 103E 5703 768 733 50Y2 1703 768 m p Q 5<b 170,0 787' ST0.0 812 181.3 907 170.0 891 1582 907 184.7 730 120.6 8DT 1626 720 1078 001 /463 T14 98.8 807 141.1 750 808 807 140.0 709 09.1 907 140.0 709 808 607 140.0 708 m Gain 141.1 736 161.6 117.8 738 130.8 811 1008 750 118.0 689 00.2 736 1082 680 78.4 738 99.8 683 70.6 738 96.1 678 683 756 913 874 60.4 T.� 84.8 674 M.i 736 M.8 874 iM.B 888 538.0 670 101.8 680 111.6 687 Bi.0 868 983 847 79.2 688 81.7 888 63.9 631 as 668 78.8 528 608 868 768 6M 43.8 688 76.8 621 38.1 880 76.8 621 sift 106.0 807 1124 622 88.3 807 Be.t 611 76.7 BOT 88.0 801 082 77.1 403 68.9 801 11.6 488 63.0 Bol 67.6 461 442 89'7 68.4 470 37.8 807 62.7 474 33.1 807 82.7 474 Z 72b Bf.B 610 868 443 86.0 610 TSA 494 88.3 /0 84.3 4Y8 61.0 650 67.8 418 46.4 810 83.3 413 40.8 810 SOA 400 343 610 169 402 292 810 H4 399 268 610 14.3 398 = Z 76 b 893 468 72b 400 67.6 468 81.7 392 18.8 408 66.1 386 53.4 468 46.8 978 388 460 "A 373 81.7 468 41.6 389 28.9 488 37.7 882 24.8 468 800 3519 25.7 78 to 942 436 87.0 361 63.6 476 883 373 46.8 430 48.8 388 40.5 436 44.7 360 36.7 435 403 365 321 436 38.1 351 28.8 436 94.4 844 223 436 9E.8 341 20.1 438 322 310 Sc O z 90b {t.6 987 48.1 280 34.8 327 38.4 285 28.9 327 91.8 280 26.1 327 28.3 276 23.2 327 2&7 271 20.0 327 23.7 288 1P.4 827 MA 2� t43 927 18.3 280 O 981n 34.4 287 35.4 257 28.7 287 20.9 262 238 287 200 248 21.6 287 23.1 244 18.1 287 209 210 17.2 287 19.3 237 14.4 287 18.9 232 Cn X O r ijb242 227 23.7 206 202 227 20.8 201 123 227 183 198 16.1 100 586 rL7yU 111 to 223 M6 227 1% 18.8 MB 18.1 181 15.9 216 188 188 T X x N 1209 173 t84 17.8 187 U Q O ANCHOR CAPACITY ADJUSTMENT FORMULA: a. r �� TABLE 3B ANCHOR CAP.,,,,., ANCHOR CAP.- c ro�)x(MULLS CAP..d..•)a 11¢86 Eko 6118•Ek6 174`811 Eb9 6108kPA 61Imw 6128(¢• _f ytg t N 91te EbcUWaca+ 17PEmoumeom �� ap2e0e(ot g4 yg sawvNEW BwervK76> USE CAPACITY THE ANCHOR tmmmCAPACITY REQUIRF_D"CORRESPONDING TO AN r 2 if! r 3 V9 t• 2AlE t' 2•it7 r 3178 7 0.46 0.6N o• ACTUAL PRESSURE REQUIREMENT FOR THE 1•Sµ• f;ild• 1-87N Y tatty MWt-iH• f•1µ• t•ird' t•v¢ Y 'ha+6' 1 X85 OPENING,WHEN IT IS LOWER THAN THE MULLION R4 460wa � 10448a T708s t6s 85 374 8W & 341 44285 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 A Ghaa i.i a P10 480 W 70085 WA WA WA 380 roa WA 483 WA WA 163 682 rob 8858s tt40 Ow MILLION.IT WILL YIELD A MINIMUM ANCHOR aan6nm96�36a o.arlay2:6An96scapsr0ae.aX 7eo9w 7eow3 ee699 166oroa 1e9Bma saom4 66oro6 WA 76o9>a 74B1ea ea ms ies29a eWA wits 112sm CAPACITY WHICH MAY BE USED TOOUALIFY 2 Ah9h•t 00048 88n.O.C.itt4;Op,fn8.t29•Atmn.(F104X WA WA WA WA NTA WA WA WA WA WA WA WA W0. NM 718ID9 ADDLTK3NAL ANCHOR OPTIONS FROM THE /AnShotrFCSp Fp.fi: t868µ 18SBs 22510 44685 82289 19685 11085 177 Po5 $70 wy 187 Poe 332 Ma 47385 17089 221�9 780 wa ANCHOR CAPACITY TABLE. 2Atmh4• 1.16•WLO.01F4Elp .8' 24089 35085 WA WA WA WA IWR» WA WA WA NTA Wa 3/186 4428a tfaoBa NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT'i as OoolfRYb6 NESE F(" �._..+ � NO�6'o2t8.p3 2: ex Date FIGUREBy TABLE NOTES: '� 1.000' �+ 21 ® ® ® • M, 1)SEE SHEET 5 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. M' f'ra&ct SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE• AJ, t�r��i� FIGURE 3: 2.760' a,.•' IGEN,. 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. � � eF .'.. 'r � ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. N°' .c '.• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -8705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1305 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .376" ;.0 6! (U~ FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE t•G YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-TSAND BEA MINIMUM OF.126' i ='(}'• 1 E�F �. THICK.STEEL STUDS TO BE A Il l l �► I GRADE 33 AND. THICKGAUGE).STRUCTURAL STEEL TO BE AT LEAST.526THICK AND 336•AlLANCHORS 4T0 METAL SHALL EXTEND k ;k E ern'•. 2 pRtD?•'Cj AT(.FAST 3 SCREW THREADS BEYOND .�� `, '� tSs(/ ••,+•.�"•�e•1 ; ® THE MATERIAL.#109 012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. �A:,4'Tj 4kR.�P•E• FL E 68705 . . ... . . . ... . . ... . . . . ... .. � TABLE 4A • • • • • • • • • • Mt119on t3 Table • •• • • C�C on Y9�tl7(forwew* )°t ilttfo 4n{�OfIB) n • � 8010 100h 12011 �h M� q BOM 8010 TOM loin Raa<a�JR Tom- TtEgVfd�& k�sS 1 x 278 x t T Reatoviv Tisp7iti11g. 'a �°1l' l 7 teaavt9 Loedn9 twit tAeBag � 1.o5ff09 Lo1ft lo�n0 loadlM It LoeAnp L-ft L.*"" Loot La�q _ AIM Alum Tube yq@@ W KWOn 0FH iloi 1211 170.0 820 110.0 496 170.0 7N it0.0 478 170.0 BBB 1700 dol 179.0 W2 170.0 619 170.0 1118 770.0 321 170.0 12a0 178.0 527 170.0 1488 170.0 b2i 1S&T 1820 170.0 821 13ae 1820 570. _ 111 48h 170'* 708 170.0 524 1700 W 110.0 684 170.0 992 470.0 8J0 170.0 1133 170,0 881 570.0 7276 170.0 8R 170.0 iN7 1700 88D iN.T 1417 170.0 BdD 121b MfY 770.0 880 108.9 1417 170.0 810 , 0 50.d26M 1700 747 170.0 103 170.0 868 170-0 631 770.0 1008 1700 04 170'* 1786 170.0 723 182.9 5288 170.0 747 118.3 1288 170.0 758 127.8 7288 170.8 768 1048 1288 170.0 766 91.4 1288 770.0 768 Wt� � J 54 In TNA 797 170.0 812 570.0 BSB 170.0 881 170.0 ffi8 170.0 TN 1750.9 1590 1708 *3 133.9 11� 170.0 B3Y 120,8 1730 770.0 838 f80b 14� 170.0 BBi 801 11� 770.0 d81 75.3 1190 170.0 801 J win 170.0 886 170.0 701 1488 91b 182.3 I 12" 9tfi 1N.6 748 tOB'* Bib 132.3 793 87.8 D16 123.0 728 87.9 016 11&d 728 79.2 976 114.4 7tfi 82A 815 11{.7 718 N8 916 114.4 716 6.511 151.8 830 18f.9 710 728.8 830 198.8 8116 10&8 8S0 1211 8B1 84.0 B30 1123 8W NA 630 104.8 1272 78.9 830 �.{ 818 89.3 8W 988 818 682 8W 94.7 8{9 47A � 80.1 819 j ' 1 88tH 1321 767 740.0 830 110D 76l 1W.0 896 OL T6T SOS.B 824 82.6 787 901 814 79.4 787 89.1 608 88.0 7107 84.2 800 d6.0 767 79A 61x1 472 767 702 681 41.3 Tli7 761 681 (11• SS1 Z T2M 101.7 838 tOBB 552 8{8 038 to 610 Tl.J 898 80.1 840 898 830 722 821 606 838 88.8 614 50.8 83l 02.9 808 424 018 872 301 898 85.3 487 31.8 898 SS3 487 78h 88.5 bTt 90.4 498 727 871 78.8 488 1 17.4 479 54.1 611 BOA 47t 400 671 56.6 N4 432 877 61.8 4SB 38.0 671 47D 441 80.9 671 N8 M 27'* 6Tt N8 N8 C 7811 �.0 542 891 {74 88.7 842 708 48S 57.7 842 �.1 458 80.0 642 6&J 449 44.4 7742 Bf.0 442 10.0 802 47D 437 US 542 42A 42B 288 642 408 426 21.0 512 40.1 423 8011 521 407 QL7 9B1 43.4 407 45A 966 371 407 90.8 319 326 40P 903 9q W'* l07 921 998 WA 10t 208 314 21.7 407 28.1 327 188 {OT 24.1 371 18.3 407 23.0 819 X W ABfn 429 3� N.i 920 15.8 938 371 314 90.7 358 924 909 28.8 968 28.8 904 296 938 28.1 300 218 9SB 2A.0 W8 178 3Sd 2!-0 289 tb1 968 tB2 284 N N 10811 30.1 289 30.8 263 201 289 26A 261 21.5 289 22S 247 18.8 283 10.8 244 107 281 15.0 740 18.7 283 t8.6 Q O O 11111 278 287 288 242 291 287 298 238 19.8 287 20.0 735 173 2B7 76.3 231 101 287 18b 228 Q ',y 11011 ?28 2Z8 219 209 18.9 22B 788 209 15.7 r!A 18.2 252 ANCHO4 CAPACITY ADJUSTMENT FORMULA: TABLE 4B Aaobor C Tt4171e (DP_)X/ANCHOR CJSP.„,,,,.,�m ANCHOR CAP.,, Fademu 9T 2dA 7!°10f8� 3.80 USE THIS FORMULA TO OBTAIN THE'ANCHOR 5118"9700 i1c se Etao 6H8•EIW w•06 Etoo 110 BMOf 942 8tee1 812 AnOh4KCIpPaatane Arrda 1w. V78•Eoot 114'EbotlBteoon � 3116•FloOsueoon iro FJ¢oUbmoe AWS WmcOn Awa Sam(05!saearo» ° ! CAPACITY REQUIREWCORRESPON"'W'J 1OAN Edge Quante Mk r 21/! r atrr a-1n7 r 2.177 r 2 t2 r 3119 r 0.N• o.w o'er ACTUAL PRESSURE REQUIREMENT FOR THE Etn6ehoa8 1.351• 1•YP t-Y4" i-3N• r 1.1x4 1-w" 1.1ro• t-w• 14N• t-11c r 1318 ' 18�° OPENING,WHENITISLOWERTHANTIiEMUlL10N 2 ®4. 0.C.18 ac7ea (Fig.'I 3BO ba Ba 4BObe 9B0 WS 18N Z709ri 2001oe Wa 740Bn 94 Os 846®0 2Reits Poe 94 WA e92 ma 1120 B 5 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ana0ae 1.16'1111.O.C.78tandeW(1fOL4eOtti�fflp.2k 48D(oi 7008n WA qWAWA N1A 98010a t9A WAWA WA 1120®5SpULI.ION.fTW7LlYlELDAM9NUadUMA9}CHOR 0W5 880.s t8S8 Wa 510 W5 580ros ICA 780 i Ws 1 Wm6 716 oe CAPACITYWlICH MAY BE USED TO QUALIFY 2 Anolgro/00.45'tAn.O.C.t Ute$,f01o.i25•Aum.tFa•1k WA T9A WA WA WA WA WA WA ADDITIONAL ANCHOR OPTIONS FRAM THE tos do 1915 29bs 822We 135 ops 14o the9roWo 16700 9321be473@5ANCHOR CAPACITY TABLE. P7t lCT RBV7SBD 2Axlan 1./6'1111.C.CJF ff .8 240 Po5 3500n WA WA NIA 790155 WA WA RIA 11N WA Comow6,*gm FWdb NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN'THE EXAMPLE ON SHEET 24. Beit hn87Code v'.ftt4&-c3 -..y r. ,P " t� f�oaa< irmion FIGURE 1: FIGURE 2: TABLE NOTES; - ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. ,.006• Mme. ® ® SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE ;��t,0,.••••••••.�!�-�� .: Com~,.•�7(;L:N$g '•.'Q FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.7�• Q' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. j:: No.58705 `• ® ® • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, ANGLE CLQ MUST BE USED IN PAIRS. FICATIONS.HOLLOW AND GROUT-FILLFD 4)SUBSTRATES:CONCRETE SHALL CONFORMNFFORM ACI ASTMGBO.IWOOD SSHALL BE PRESSURETREATED .- 859" 'O• Av I ,WJE CONCRETE BLOCK UNIT(CMU)SHALL FIGURE 4: FIGURE 5 FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL Be 6083.78 AND BE A MINIMUM OF.12G "t"' F'LOR7p? ••(�• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT r X 2 76'X.860'MUU.1fM1 ��tSiS�•••"• \�.�` ® LEAST.126"THICK AND 2A ALL ANCHORS METALSHALLEXTENDATLEAST33CRE1NTHREADSBEYOND THE MATERIAL.MATERIAL.#10&7112 ANCHORS INTO WOOD MAY 13E STEEL,18.8 S.S.OR 410 S.S. /I+I 1 i 0 • LFL P.ELLE .E. SIM .# . . ... . . . ... . . . . . . . allA TABLE 5A • • • • • • • • • 0.913@l9n O Ttlble • ••• • • • p a"cp W f{rarl�6oa4ysPemtng ).► ? ••• • cl min ffi � loom t29m Sw10 a 5010 win 7010 010 9010 Its Ta•"7deq}. 16WA07AW > IteO•@ 7t�JTdmg. Tom• Reeteoslla� TTa nww Reams > Iteamegi9er 'g46dT881g• L7 ioedr9 t I.oadtg Loa1b19 L"ft �1i 1"x3.126' Lem8n9 teadro LORI Loaft toa�m Loidl�p Leaft Lftft L�9 tAaJtM LOa0B9 �` Tubo y g 1210 170.0 820 170.0 433 570.0 744 170.0 478 170.0 858 170.9 508 170.0 999 170.0 618 176.0 1118 170.0 821 170.0 1210 170.0 821 170.0 1488 170.0 625 170.0 1738 170.0 1#1 164.0 18� 170.0 821 1510 170.0 lOB 170.0 114 170.0 �0 440.0 884 170.0 170.0 870 170.0 1133 170.0 881 170.0 1278 17.00 077 170.0 4417 170.9 880 167.7 1877 170.0 tat t57T 570.0 o 1181 1577 170.0 880 - 0 60.82610 170.0 747 170.0 687 170.0 896 170.0 831 170.0 1048 -type 885 170.0 5195 178.0 728 170.0 5345 170.0 757 170.0 f494 liD.O 738 141.7 1483 170.0 768 1215 1195 170.0 756 108.3 1495 170.0 MI 0 � 5410 170.0 797 570.0 812 170.0 950 170.0 881 170.0 1118 170.0 754 470.0 1276 170.0 807 180., 14M 170.0 1137 1495T401 170.0 838 421.0 1407 170.0 881 too 1485 1701Sol 834 1401 170.0 881 w10 1780 884 170.0 TO1 1700 1083 170.0 797 iSB6 1160 170.0 878 1987 1168 187.0 926 1238 1168 1688 817 111.0 11M H9.7 810 92.8 1968 144.5 903 788 1158 1145 908 681 1119 144.6 eos 9310 170.0 970 17.00 746 1�.8 1069 170.0 560 137.0 10w 1855 550 119.0 16w 141.7 BW t98.b IOW 13.0 838 --9 IOw 1246 82b 78.9 tW9 1102 820 885 fOw 118.9 819 59.9 1018 ,IBA 0. �j [5810 186.8 l 170.0 70 13eA 966 151.3 8% 119.1 955 1337 788 101.2 958 121.4 776 %A 958 112.8 786 U4 875 100.4 767 88.5 85S 118.0 748 89.8 803 85.7 7w 62.1 96S 9&7 7411 N 3�5 Iain ta85 803 134.8 897 107.0 803 114.0 88a 91.8 803 101.1 8� 80.3 803 912 8� YtA 503 89.8 8w 812 803 7453 812 53b 9Q1 721 832 f6A 803 MA 828 40.1 6W 89.7 827 Q J 78 fA /082 721 114.1 829 91.0 721 117.0 818 78.0 721 80.1 808 88.9 721 78.5 886 8&7 721 70.1 i•8 69.8 72l 8S.! 578 46.6 721 a9.4 589 98.0 721 68.8 584 94.1 721 00.1 78m 105.0 884 103.4 698 841 l01 88.4 667 721 884 75.4 878 831 ON 70"A 687 88.1 884 84+4 558 w5 884 68A 651 42.1 064 61.5 641 38.1 804 61.3 896 8fA 881 60.8 835 z BO m 86A 614 87.8 458 84.8 814 67.3 418 17A 814 60.9 440 41.1 bt4 IIA 493 38.8 614 105 427 �.9 514 373 421 27.4 814 39.0 412 285 6H 96.4 w8 20A 614 ?AA 493 N a 9810 612 462 b47 404 4S1 462 47.0 99(1 38.7 4S! 40A 980 339 182 98.4 366 90.1 462 Sa.B 378 27.4 462 303 343 22A 162 28A 866 1&d 182 241 349 188 462 22A 355 1080 38.1 337 38.8 822 91.7 367 92.7 317 272 367 28A 812 236 957 ffi.2 308 21.1 387 rL.7 383 18.0 36! 20A 289 149 337 18.0 203 15A 337 181 287' 1tA 367 ISA 281 � r 231 292 10 -At SW 2 396 385 32 398 30.1 3 301 �A 338 241 288 21.8 38 5 338 20.8280 17A 338 18.0 28d 14A 398 18.6 278 125 938 i4A 279 tM1A 336 13A � Q. X Q titin 0 12010 27.7 288 282 263 23.1 2w 237 S9A 288 2051. 268 t7.9 288 18.1 2112 144 2w 18.3 248 13.9 208 14.8 248 51.8 288 /2A 299 11.9 289 11.4 236 8.T 289 DOA 232 D. ANCHOR CAPACITY ADJUSTMENT FORMULA: "a TABLE 5B Anchor ai able (ANCHORCAP.,m =ANCHOR CAP. 8 u.t o7e 23X txrcluo 353C6K. "WON amu FI000t3M1t MM. ro«.)x`MIA.UON CAP.,..,,,, 1rr5BEk a1S FJco ex>ISEko elo�ael •sasloel 6128taN Mklror 8118 Elco u8recon ur EkoUtxaeon U�� 3n8•EleolaUecon va•EkoUNrgOn A9 Ue�� A�tafaxa Bt,•rt06)era/caiy ecraat� USE THIS FORMULA TO OBTAIN THE*ANCHOR AnchorC4P Pat16tM - o32r CAPACITY REQUIRED`CORRESPONDING TO AN Epeg r zAYC t• 2-vr ave r 2.vr 1• 2-9r r etre' r o.4B ACTUAL PRESSURE REQUIREMENT FOR THE EwOe•nai9 1.V4• Lara• ,an• torr r t-tN' 1.vr van• t•v� Vur� tam �ee>a 34108 a 0a >xowe OPENING,WHEN IT IS LOWER THAN THE MULLION 2JYICOws 7tT MBn ..t 6leaotr9ar 61 t7 46D •e 27008 260 M WA 68206 8M 1120 CAPACITY(FROM THE TABLE)OF THE SELECTED 0ABOM 1.M•Mtt O.of6mMaN ar OfBeO 029 Wags 70006 WA � NIA HJA 380®8 t0A WA WA 4Arzlp8 9M840.0./0216 12931 Bag 7BD0s leoa+s B700s t8800n 189804 8a0bs BW es RJA 7w06 7489n 880816 189a06 N21� �� 1076 me ADDITITYWHIMULLION.IT ICH MAY LL E USED TO QUAIE SAKt1M 0.46 Mm O.C.JU4M.hft.,20'Alml. iF N9, t9A UN WA WA t0A WA NJA t8A NOl WA HIA R� tArcMrlr�919 195 104 190108 926188 415 @s 822&6 13606 ,6096 mlOs 970508 18706 MAX d789. tT00o 221 0e 2w 011 ADDITIONAL ANCHOR QPTIONS FROM THE 2AntIg15 Lt0'MO,OCff In Do 858106 RG1 -AM- A f0A N!A SfOtg NM WA NJA WA WA 2410s 4426P 69D90 ANCHOR CAPACITY TABLE PRODUCT, WIVIEDa am iuriml NOTE:FOR THE OFFSET CLtP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLO'. fl ildIngemptying F1.000'•I AtaocONo stet o0 Date ��{ FIGURE 1: FIGURE 2: TABLE NOTES: ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING' By Deo t 1Pro" ® SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS- 2)LINEAR IN7FJiPOU1TION BETWEEN MULL LENGTHSAND/OR OPENING WIDTHS IS ALLOWABLE. 3.125 `•`x`A��GENSt?./,`fin+,'�� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSK)NS.SFS SHEETS 21-23. iC HOLES TO BE DRILLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •�.; N0�61 Sfy f 05 ® ® ® FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS.ANGLE CLIP MUST BE USED}IN PAIRS. 4)SUBSTRATES:CON4CRE 8t SFO 0 TOiMSC.80 FI�DIOBEPREHOLLOW SSURE TREATED D GROUT-F'LLED �5CONCRETEBLOCKU ( SHALLBEA g FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083.76 AND MINIMUM OF.125' T X 3.126'%.6'MULLION %'�`` FLaR1pf.•`�� ` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK{18 GAUGE}.STRUCTURAL STEEL TO BE AT (1'VF MULLION) • LEAST.126'THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDI t ® 0 . THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL J8-83.S.OR 410 S S. A.LY�INIM�LLER,P.E. FL P.E.#68705 . ..• •.• .• .. ..• . ••• .. .. . o • . . . . . . . ... • • • • TABLE 8A • • • • •• 5f 7AW®on Ca T•bl• • *00 • • • • • • C ) yC Openb[p yWtlgl(wvwlmwuoro)or iBtd d6 /0 8DM 1a LOOM 12Bb 740M �•M t•. 60M 60M 7OM 19a6� . ti Tom^/• lwwww of 2£ii t , n Re1Aen•far 7r0pfM6re. TrapM74Mq• t*afn9 1Aafp Mare 1 1 Loadn11 1*1AM �# 1x4xA26 !*afro IN" tmare LaaMO Leaft LWAN L=ft I.oafro Leg* Lo6are � fill i It Flil 0 11 42b 170.0 820 170.0 436 176.0 7M 170.0 476 170.0 886 fiOA 605 170.0 BAR /IAO 510 170.0 1118 170.4 6'61 170.0 1210 170.0 627 170.0 4468 170.4 6'6l 146.4 141HI 170.0 621 127.5 14� 170.4 821 = _ 4pin 170,0 765 170.0 � 170.0 ILA 1740 881 170.0 862 170.0 830 170.0 N83 170.4 561 170.8 1276 570.0 577 1689 1300 170.0 880 130.8 ISIS 170.0 580 iN.T 1303 170.5 860 87.7 1303 170.0 5� ,� Q' fn ul W.40ffiM 170.0 747 170.0 68S 170.4 588 170.0 831 170.4 1018 170.0 864 1TOA 1188 470.4 723 16&1 1135 1TO.0 747 140.4 1256 170.0 766 117.1 1236 170.0 756 500.4 t7.tS 170.0 768 Wb 5236 110.0 768 ul 64M 175.4 TW 170.0 812 110.0 958 170.0 891 170.4 1118 170.0 7M idl4 1188 170.0 BOS 1572 1165 170.0 537 121.6 1186 170.0 888 502.9 1168 170.0 Bpi 652 11M 170.0 881 772 H68 170.0 881 fA BOM 1780 8� 170.0 701 588.7 1062 170.0 797 1428 1042 581.1 0ffi 1281 1012 14&7 816 itL2 1042 138.4 5111 100.0 1012 1363 791 85.4 1042 1%.7 782 rib tOf1 1�.1 7W 82b 1012 126.1 762 BSM 1780 930 1780 746 7612 1182 185.5 618 140.4 892 141.4 786 11'6.4 092 131A 786 100.5 682 121.4 785 80.7 992 114.6 768 76A 9W 1�4 745 BtA 1182 fOBA 744 687 8113 100.0 744 g�1 86b 165.4 847 170.0 758 137.4 847 14.40 766 118.1 987 130.3 765 103.4 647 117.7 752 $1.0 947 106.7 796 627 947 1022 727 886 947 raLi 719 80.1 867 91.0 7tf 61.7 647 9/A 711 (� 7{ 72M 13.49 8W 1427 1ST 1132 849 121.8 722 W.0 648 1088 706 p4A 6{11 9&4 8611 765 &8 116.7 888 WA 849 112.7 878 68.6 849 TIS 4Bb 619 M.6 1182 426 819 72.4 881 a 78b 118.4 782 120.7 684 10.3 782 102.8 m 82A 782 80.8 810 722 TB2 80A 826 812 782 742 820 U4 762 892 Big 481 782 82b 602 41.3 782 69.5 6W 86.5 788 69A 895 r 78b fOBA 724 115.4 BS6 886 724 94.5 881 78b 721 929 6W S0.5 724 T4.4 699 69.4 724 85.1 691 53.4 77A 43A 683 44b 724 67.3 6ri 552 724 84.2 687 95.4 724 ISA 6K g 90M 89.6 6q 71.5 483 SB.O 643 110.7 474 07 843 88.0 486 43A 548 47.1 438 888 613 42.6 482 34.6 613 39.6 46 26.0 815 56.9 438 24A 813 321 490 25.7 843 30.7 428 N 11BM 62S 478 88.8 427 47.8 478 40.7 418 40A 478 432 412 36A 478 35A 406 31.6 478 54.8 400 287 470 �A 398 23A 476 281 388 20.8 476 23.6 988 f7A 4711 21.2 928 Y tOBM 45.3 977 41.1 361 53.6 377 SAID 338 2&11 377 90A 990 262 377 286 325 72.4 377 24A 321 20.1 977 21A 317 18.8 377 19A 810 /4.4 87M il.t 301 X 52 iti M 57.1 3W 37A 32:5 9Q9 867 SOA 318 186 357 27A 313 23.2 357 24A 906 20.8 867 22.0 308 185 367 20.1 301 16A 337 77A 784 a' y 1,60y, 2p•p 900 2p,p 219 24,6 306 �.1 274 21A 306 2f.T 270 183 9A6 19.2 287 10.5 308 17.3 253 Q f3 144 in I � 1T. TABLE 6B0 2121721118 ANCHOR CAPACITY ADJUSTMENT'FORMULA: � D' . PTYbed [A86d (Dp o)X t aANCHOR CAP.- 'a � 8tea 27600mlft 8.69Cona. "Wo- FfedClrnl MULLION CAP.«.... NC9119bo 6716'F{eo IWO$EI¢o M08 5/288fat 5128teei AtapwTfOW 9/t8'Efao t&raoan tf4•Ekok d &i8•Eleo tStraoon tM4•Ek*lRrmM Awto 106aPan Ap0068tor 8onae(05)1bRN$fA tfa18•(061 USE THIS FORMULA TO OBTAINTHE'ANCxiOR Anl:horClp PaC9rne CAPACITY REQUIRED•CORRESPONDWG TOAN Ed98 Wune*0nk t• t1a• t• .r 3•Vr t• 2416 t• 2.1rr x sub` r 0.46• • 0' ACTUAL PRESSURE REQWREMENTFORTHE Em6na*mt faa• 1.3x4• Tan• 1.3x4• r IAW 1-tM4' t-VAI• 1-i/4• t•itP f4n1• 2' tam 1.318 OPENING,WHEN IT IS LOWER TWIN THE MULLION ms 4o M 874 Po8 A 3H CAPACITY(FROM THE TABLE)OF THE SELECTED �4.T8' .0.. a 1Q al) k ba 8�0e •a � _ 4Aaohae�22s AtIt O.a/81aM•d(or05set7txD tFl8.3k 70008 700 W4 580108 1H0.8 99tA3 NW 680 We WA 890.8 WA 88011.4 NIA 8112 tOs 886168 itIIDRG muLuON.IT 6b _YIELD A S AnCOW6 �./8® aaB/ 6 /�q.e Tp0®s 78008 880 Mo t6BOM1 in-egoNOmo 680166 WA 780M7 74pna 8p010s 1892 MS SFib1 1869Me tYtOBe CAPACITY WHICH MAYBTIOMINIMUM SD OMTANCHOR �Y 5 Art4Oe1a rL6n O.aM(21766 At•b O1ptO¢q.ek 1170tb1 117a1Oe 1070 W8 2360 Ra 2B44Po8 810.8 San-* WA 114088 it222n 1329168 29M90 t076M 1327 mH 1880fOe AOD77KHNAL ANCHOR OPTIONS FROM THE t'R(1GUC1'REVISED 4 AWJWs 80.45•NBn.O.C.lUL71p,OW6.12V Akm ft 1) NIA WA NW WA WA NIA WA WA WA WA WA WA NO\ WA 160 o ANCHOR CAPACITY TABLE. 2 AnoM's®22S NIn.O.0{FCSp O'D ek 369.8 $pOSxi 2110• ?OB ea AIMS ft NM 280168 WA 316.7 WA 4401b8 WA 947 S1a 4/2O* SBO1111 Iltd ply with*0 lilOLLI� 4 An0hae®1.WMft.O.Cl E•Lti➢ 480®8 100 m8 WA WA WA NIA 380168 N)A f8A WA NMA NM 8B21OO 883108 1120 Bn +' 1.000' f"- AcftpWS6 W�f6+•bZiB•C3 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - F.xpirat5*n ?oLi TABLE NOTES: By Miem1 \\r 1 f1 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE& i)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE \�� Lei .:....•,?J(1 �' • • • • • • • • • • • • SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTH$1S ALLOWABLE = Q: ••,�c% • • • • • • • • • 4•WO• Nn.515705 • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN TIO FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21"23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE T: FIGURE& FIGURE& �1 '•• STAIE r s • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED 1�. :�)c;,•.,,,F.LOR1(yP.• • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.fi5.ALUMINIAM SHALL BE 6983.78 AND TU A MINIMUM OF.12V RAL STEEL To E AT THICK STEEL � U CK STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK AT LEAST 3 SCR THREADS BEYOND THE MATERIAL.#10 1& 1•X 4•X.128' A.LYNN ALLER.P.E. AL SHALL EXTEND ANGLE CUP(FIGURES 6&8)MUST BE USED IN P8 GAUI AIRS. AND A38.ALL INTO WO INTO MET MULLION 1112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.p 68706 • • ••• • • • ••• •• •• • • • •• •• • • • ••• • • • • ••• • • • • • •• TABLE 710 • • • • • a • •• • " ••• • • • • • k u0ta teem � � �m In 7014 aim g Tom• RGWa�dnr waly 4 RoOten¢der 4aplldm* R8 '_ R T R 1•oedn9 Lae9nB• Lomat• °t LWAV to"" LaHMgg Us" Lambe I*$" to&"pp teedM9 fill, fill, 10 a 42m 170.0 620 4760 435 170.0 744 U8.0 476 170.0 170-0 006 170.0 1192 170-0 619 570.0 1110 i7&0 621 170.0 1210 170.0 521 170.0 1480 170.0 671 170.0 1734 170-0 625 179-0 180:1 4704 62M1 49m 170.0 706 1704 624 $70.0 Btu 170-0 064 170.0 982 iTOA 830 170-0 1138 170.0 081 170.0 1276 449.0 877 170.0 1417 170-0 880 170.0 1700 170.0 WO 170-0 4@83 570.0 060 164-0 2024 170.0 BBD 60.826 m 170.0 747 MA 663 570.0 880 170.0 634 110-0 1010 470.0 884 470-0 1185 170.0 723 170-0 1846 179.0 747 170.0 1484 170.0 7de 170.0 1783 170.0 768 148.0 1918 470.0 760 538.6 1818 170-0 760 � Q 4709 170-0 137. 64M M170.0 W170.0 612 1TOA 889 170.0 691 170.0 ills 170.0m 17010 4276 17010 808 170.0 N34 170,0 037 170.0 1694 170.0 868 169.9 1798 176.0 654 1 881 /2010 1708 170-0 881 i 80m 170.0 88S 170-0 101 170.0 1983 1TOA 787 410.0 1249 R0.0 878 178.0 5417 tTOA 814 170.0 1894 1704 898 165.6 1049 170.0 1033 12&8 1819 170,0 1083 M1itA 1818 1704 1083 972 1819 170.0 1083 83m 170.0 930 170-0 Tod 170.0 1118 170-0 840 470.0 1302 170.0 910 1760 1488 iTOA 1016 16&7 %Q 170.0 1078 141.0 1642 170.0 1122 117.4 4849 186.8 1108 100.7 1642 1874 4467 88.1 1842 187.9 1161 68m 110.0 974 170.0 168 17&0 110 1704 903 170.0 1304 170.0 1002 180.8 1472 170.0 t�8 UU 1472 1884 04 128.6 1472 580-0 1130 107.5 4449 1474 1108 8110 1472 148.0 4106 80.3 4449 /4810 1104 Z g 7249 178.0 1083 1704 678 170.0 1276 170-0 tODB 460-0 5370 1092 1105 192-0 1326 1494 7082 tt7.3 1320 IVA 1066 49.8 1320 128.8 1049 88.0 1320 1/7.0 1024 7d.4 1910 112-0 /Di8 8&0 1326 /{26 1072 7 �•• Z 76M 170-0 5122 170.0 937 149-0 1184 16-04 1013 1282 1184 iS&8 994 1722 1161 128.7 970 89.7 1184 1168 884 894 1184 107.6 842 7410 1584 8110 Bad 84.1 1184 9&1 827 68.1 1184 82.3 926 fA g78m iB&1 1121 tiOA 987 138.1 1121 iQA 849 118-0 1494 1288 Bq 10-08 1124 156-0 831 92.3 7124 IM 818 83.0 1121 80.6 808 49.2 1124 4910 899 698 5424 Bl8 BBi 8{4 1124 832 ... 149.1 844 11th 760 90.1 844 94.3 138 772 846 82.1 724 BTA 844 788 752 80.1 844 6l0 O B1A 890 45.0 844 842 876 88.8 864 6010 BB8 53.8 814 47.7 882 O so 89.1 742 91.4 983 742 742 772 842 8$.9 749 672 __844 5&T 749 49.8 831 4810 742 N.6 712 _4&Z 814 37.1 742 48.8 800 81.6 742 498 12 27.6 6% 21b 564 40849 826 688 63.9 b36 62.1 888 83.8 421 41.7 688 468 818 39.1 068 41.4 608 84S 6811 37.3 486 31.3 588 342 482 28.1 649 28.6 491 22.3 868 2&8 472 18.5 888 24.7 408 X 11m 67.0 56d 6&8 403 48.0 685 49.6 498 412 686 47.9 187 88.0 685 3" 180 32.0 496 942 473 2&8 : l407 24.0 666 2R1 487 204 686 210.3 448 1&0 BW 22.4 442 � x d Q uj 120m 464 475 48.4 433 88.0 478 39.0 425 32.8 476 33.7 140 2810 478 28.8 414 26.3 476 2&8 4051 228 476 24.6 404 794 478 .21.7 188 476 1&7 387 44.5 476 172 584 Q fMm 2810 330 28.7 306 22.0 330 224 361 t&9 330 188 201 16.6 8D0 R-0 283 ANCHOR CAPACITY ADJUSTMENT FORMULA: - ¢ •� TABLE 78ANCHOR CAP e..\,ANCA CAP.- -' meam OP�° �� pT MeteO ( ))( 6418°Bko 718.[i0ot60enM 114 tibo UAree4n N40861.6118•Hao 1w as Elea 410 Steel et28tad 912lited 3J18•Eko td6eooa tirE Appaoatar ummo0 A90mO3a1ar amwcm$0f81(� �"(as) USE THIS FORMULA TO OBTAIN TfiE•ANCHOR CAPACITY REQUIRED'CORRESPONDING TO AN r 2-tn r 3�^ r 2 va t• z+m r s uB r o.49 obr 0• ACTUAL PRESSURE REQUIREMENT FOR THE fan tY4 19&7 r 14hr t-v4^ 11r4 1'44 1> 2' x1m3 tO1B 9• OPENING,WHEN IT IS LOWER THAN THE 49tHtfOPI VA ,Gp ms Onto VA CAPACITY(FROM THE TABLE)OF THE SELECTED Tsp•, 700 ms 680%3 942®s t9A 580%1 WA mm WA mm 11201hs MULLION.IT WILL YIELD A MINIMUM M40M sAAera•�t.tarumoaT9tmwerdroro4eea 1F1Qak 980bs HD6ma WA WA wA 78008 WA WA Wa Nm WA 13BOms 177om1m1 CAPACITY WHICH MAY BE USED TO QUALIFY asIIIi. 69no.C.1R)mSanWocsys7 g.6k te0aa 7w0s esotos 1 9a t�emc aoms 6aom9 WA 75Dms 746It$ ee0ros Memo eazme Be6Da 1�� ADDITIONAL ANCFIOROPTWNSFROMTHE 8A6em•W3 WA0AQ11.4216At�eCBpaI 8): H70m8 1170ms 109049 2340me 2844 Be 870 ms 8W 161 WA 4140 ma 1t22m3 t320p• _WA t0 ma � t ANCHOR CAPACITY TABLE PROnIIcTRBYISSD 4 Arw6•e @10.44 Adm.O.Q!UZ11A MAW AWN.fF16 7k WA WA WA 8910 WA IIIA WA A6A 16 WA 4o NIA as camel' with"Flood• 2Atw6da 2.2Ytth.0.61F•C21pffb•67 960 ms 36010s 2BOme 706 We 478%1 WA 280M WA 31649 WA 440103 WA 341 ms 442 Me 680149 t4?itF{.•A 4Aaa)wm 111 490.c1cJF 8k 460lb3 700 an WA WA WA WA 380103 ASA WA WA WA WA 682 m8 86d 1103 1120W 1.062' .-,.' 1.006° �'- A� �� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. pim_ By TABLE NOTES: 1011 1)SEE SHEET 1 FOR INN I KU%;I&M3 ON USING THE TABLES AND SHEET 25 FOR INFORMATION }7 t t l I r) FIGURE 4: FIGURE b: FIGURE 0: ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �� .�LYP•4N l,)j� II�� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • o 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSWNS,SEE 4.000' 4.600' 6870 • • • • • • Ire • SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ; SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS SHALL(AP3FQRMTOASTMCfIO.WOODSt4vUBE �^� �6 '1r(1~ FIGURE b: FIGURE 6: FIGURE 7: - �t :,Uw• 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACf 301 gPE�ICATIQN3.HOLLOW AND • • • • GROUT-FO.LED CONCRETE BLOCK UNR(CMU) ;�iC� '•.•r(Uttto�:•• .,f I".` • • s • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.bS.ALt1M1NU)A SHALLBE u 376 .,C5, ......•• ��`` gpg3-Tb AND BE A MINI4dUM�.125'TN1CK.STEEL STL�S TO BE A MINIAAl1M GRADE 33AND.046 375' 7/fes' 1 . � • • TH)CK(18 GAUGE}STRUCTt)RAL STEEL TO BE AT LEAST.126 THICI AND 1036.ALL ANCHORS - .,,y, S +� t 1•X4^x.37e� A.It L{NN'MIILLF�,P.E. ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIN..1710&#')2 ,7°- N r, �. % ANCHORS INTO WOOD MAYBE STEEL,i&8 S.S.OR 410 S.S. Ft P.E.#58705 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • TABLE BA • • • • • • w •• • � Mumu CepeftTams 000 • • • • • • C C OpenlaB Wtdtlt(9NT 9Pa�1191 �9 or 91gIU ) 1 710 1209 1409 869 q 6010 sob 701M Bob win TtOT+[w>ng. Rmtea4�u pp 4 Re6fea166 Ttt�2191.19. Tw917d••. Reolm•�ei 7tapR1l�1 Rte R3ti•g�w T Rm a ineQnO uaft LotW3q uoft BY 1="x 6 }�§taa��gg$•y We" W�4"1g�$D Loft Loft }R¢"man Lmd{��q} toot toff loo3n8 LaMoO toaUq L 1�- .286 mw x e O Sa g O� I 6 O qu, • O• ^ • E g a c (ic N UJ Tsbe Mull yg{� �¢f B d O Gia rlio 170b a$ IM 744 170.8 478 170.0 888 5740 608 170.0 891 1740 619 170.0 1118 tTDA 621 570.0 5240 170.0 62t 170.9 1186 170.0 a1170.0ism740 621 181.0489 708 170.0 524 170.0 660 170.0 664 170.0 992 170.0 830 1740 1133 1709 661 176.0 12761417 770.0 8� 164.8 50{6 1740 860 1327 1618 5769 886 S6082510 747 170.0 693 170.0 896 170.0 831 /70.D 1818 170.0 884 170.0 1186 170.0 72J . 70.0750139314800458.06410 797 1TD.0 812 170.0 968 170.0 891 1740 1116 170.0 764 1740 1276 . . 710.0 831 146.8 1879 170.0 6860.0 881 5068 1376 170.0 881 91.7 1378BD10 896 170.0 701170.0 1883 1740 797 188.0 1168 1740 Bta 1399 1168 IOTA 930 i2s.8 1168 168.8 979 11134188 1609 912 82.7 1166 141.8 803 70.4 1168 5MA11688361 830 770.0 746 180.1 1081 170.0 860 1371 1031 16611 OB2 120.7 1031 142.0 848 1047 5051 1323 83P 96.1 1001 125.7 830 �.1 1010 1146 022 86.9 1061 1141 821 80.0 1081 118.7 821 J� 6810 167.1 967 1740 M. tJ8.9 987 191.0 806 1144 967 134.0 780 1064 067 121.0 m 92.8 967 112.6 787 83.6 987 108.8 788 893 967 1!148 760 69.7 89 86A 748 86.2 967 88.9 748 z 729 1267 804 1362 889 107.3 804 1162 884 91.0 804 101.3 977 BOA 601 IIIA 060 71.6 904 84.1 860 84.4 804 TOA 843 63.8 W4 72.3 833 48.8 904 M.II 828 40.2 805 89.8 � z 761a 1024 722 114.0 630 912 722 972 Bt8 7&2 722 86A 606 86.4 722 747 696 80.0 722 70.3 688 667 722 66.6 660 46.8 722 6A6 670 38.1 722 66J 683 342 882 a 781. 4011 886 105A ON 04A 886 89.8 668 72.3 OM 78A 677 wA 866 70S 686 682 s86 84.6 680 60.0 So 60.1 833 422 5" 541 013 382 896 6fA 837 31.8 8-0 60.7 636 x10, C a BDb �,0 516 88.0 487 649 615 6TA 449 47.1 6t6 I Wi M3 616 44.7 494 36A 6.18 40.8 428 33.0 1{46 10.4 {22 2TA 818 33.1 119 ?3A 616 30A 407 20A 516 29.1 404 884. 61.3 463 66A 106 46.3 453 47.1 397 38.8 487 {f.0 391 399 163 36A 386 363 463 3A0 370 27.2 483 80.4 37! 22A 463 28.8 386 IDA 469 21.3 389 17.0 483 22A 338 N 1069 361 358 88.0 326 31.8 366 326 3tB 271 968 28.1 313 23A 3S8 263 308 212 368 22.7 364 10.5 3611 20.8 300 16.8 338 t0.0 29J W x 11110 36.5 939 96.6 908 29.3 380 341 301 261 390 241 297 22.0 398 232 203 IIIA 339 20.11 �9 17.8 336 t4i 263 ¢ S,f, 1209 27A 290 2U 284 232 290 23.8 266 140 200 7DA 268 17.4 790 182 283 144 100 IBA 2W Q 141 in I 18.1 I 265 1 1631 Iasi L I I L ' ANCHOR CAPACITY ADJUSTMENT FORMULA: •a TABLE 8B ANCHOR CAP.-- o11xC aide Turooa 1ta61 Pp-)X{ }=ANCHOR CAP.,, 8�•36ete. a tae 36ttktk. M aauMULLION CAP.,,BTA 61V SO 114'88 FYo tY18`Eko 11r t;s 1710 g7081OH 912at1et 9t2tLml AuohorC9PPalMlm Anshar 3tt6'Elcolla33t60 U4-MU6ak0n 3R6•lawtamooa YrE11oU3teCOD UMxpt AppwttNcr ern8o(6a7etter1m7 et"m USE THIS FORMULA TO OBTAIN THE:INGTO AN 4NCHOR E8950131ake r 2.112' Y REQUIREW CORRESPOND f• 242' &1•' Y 2.112' Y 2.112 7 tet•' x o.•� � o'er ACCTKPRESSURE REQUIREMENT FOR THE E.t60anw8 lsta' 143r 7Of twr x 1-up 1-vr 1•u4• t-vr 1•ua• 1-ur 2 1•&8` 7 OPENING,WHEN IT IS LOWER THAN THE MULLION 2AW11M 494.7a'M6t O.C.1 at>weifrep g911i 990 06 460 IN MMS 23D 9a M3766 M8 WA 15A 7 Sri 9Ta Ms Me 018®6 9!766 4 4 ArMha849 1-16-11810.G TBtak�d 09u11u 1 R 480 96 WA NIA 96598 NA ILA N/A WA WA 1W 8�>m 1/W1os CAPACITY(FROM THETA THE SELECTED aancro643aMb.o.01 G5 c r0499) 780ID8 76968 680 M3 t660M0 1899a6 6w M4 BBOM3 ILA 760108 746M3 89998 1892 Mo 692M3 CM3 CAPACITYIWHICH MAY BEUSMINIMEOToQUALIFY 4ArcIM6 0.�'Mb O.Q1U4;8p,MM.1?A'A1mY 9.1147 to ILA RIA WA NIA WA WA 111.0 WA NIA WR WA vats ADDITIONALAN 1AKM7f FC6p(8197 1�Ob 416M6 82266 i36M3 16096 177 M9 870 RO X96 392 MB �� 811W d42 M6 880[6 ANCHORCAPACIYTASLE CNSF�MTHE PRODUCT REVISED 2AachM3 1.15AffitO.CJ 2w 5 350 MB ILA WA dM ILA 100100 Ndl WA NIA WA 1001 recem{4Y106wl1hILOF bft NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. � No VI-62(6.0'3 k-1.250 -1 pwm Nto ?921 FIGURE 1: FIGURE 2. TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Mlmnl Pmdun ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111 I I t i r `\ U��LYN Y' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ALLOWABLE. •' 3.188 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE ` ." i:' ��t,•- �F ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS NL•y87U5 CLIPS D SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS.BE ' "' IN PAIRS. �b.: r- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND :•it rt r j. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Com,WOOD SMALL r 1 ' 1 .Ir..• S 160' .a�_ FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE ;�iA•'•.!''tChtt0�'•'•(jN • • 6083 T6 AND BE A MINIMUM OF.t25'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1.26•x 3.188'X.286'MULLION :;••,Q �� 046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THIO(AND A38.ALL (1-IW VF MULUON) 'i,t�fi/nNA1-. • . ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL A.LYNN 4S11LL�t,P.E. • #10 5#12 ANCHORS INTO WOOD MAY BE STEEL,'84 S.S.OR 410 S.S. FL P.E.9 58705 • . ..• ... ... ..• . •• .. . .. •. . • . . . • . • . • . . ••• . . . . ••- TABLE 9A • • • •• • tdl�on Ca T•b1s • • •• • so OfOWIdOt(6oP6•IBee3y6pa1uNnpnt989a6)41T eI�tM4r116 15. S4•.10��""AOY 9 ad $$ • 1� min o • sale wN eoN >ro10 sur • fiUnu Taa19Reft"w t Tmftm• R6.gm Tmem10 ts iw)te• RwwwT o • R rt imPla RbppTowMto d1At5g t • tax82Lo • 1,06090609WOO 1ad9 tmBe9 teq 4+610tadred X.140 ¢ B4 kkbTOi�J}}- Alum Tube MONDn h gg5{ I qqgg pp qqgg }�• ¢¢$$ hQQ 76� }}-. 521 U7 4214 170.0 820 140.8 416 me 144 470.0 478 t70A 888 170.0 606 170.0 99II 110.0 618 170A 1118 470.0 M• 469. 11� iT(� 6R 17`7 170 f08b Nib 140.0 6Yi 86.0 1018 170.0 lV 4810 17" 708 170.0 6& 170.0 860 770.0 6114 187.8 076 170A 890 148.7 878 IVA 881 130.4 918 Me 877 117.3 916 t7o.0 860 97.8 978 170.0 880 &1.8 978 tTOA 860 fl.8 870 170.0 BW N GOAD 110.0 747 7700 883 170.0 898 170.0 891 100.7 811 170.0 884 151.8 827 110.6 706 1172,977 180.1 8M 1"A 827 168.9 896 87.8 927 1�.9 696 Z72 927 12&8 886 86.0 927 168.3 696 5410 1700 787 170.0 812 181.8 968 170A 881 t9YA 889 18&9 883 416.8 889 145.8 869 105.0 BW 131.0 000 92.7 869 120.8 888 779 888 1488 842 882 989 128.8 8u 67.9 888 428.0 862 �. 6010 149.4 748 1&4.8 831 1104 HB 137.3 870 1023 140 117A 8O8 80.6 740 IOTA 880 TBA 748 101.0 691 11.6 740 88.8 687 69.7 740 039 881 612 7� 00.9 W 44A 740 03.3 683 ft) &48, 127.7 By? 182A 679 tOJ.1 Bit 4t9.R 688 8&4 811 100.4 668 77.3 871 BtA 616 M.T BTI 66.4 898 8fA 877 81.0 091 81.8 817 7L0 642 41.II 677 78,7 629 987 677 787 829 Q 8810 272- Bt7 414.1 vq we s87 at? 074 618 788 617 88.3 We 972 817 78.9 600 68A 817 728 484 53.6 811 887 40 44A 617 Bl1 183 384 etT 887 487 988 Bt7 89.7 482 Z 7210 87.9 818 87.1 450 89.1 818 742 440 102 818 6&2 4Y[ B1A 618 68A 448 �.1 648 642 100 41A S1B 607 all 916 618 48A 408 20.8 616 40A 106 2A.9 618 480 406 g 1 78 N 70b 186 73.7 408 687 488 82.8 388 BOA 486 64.9 3i 441 405 M.4 384 382 486 46.9 378 35.1 480 422 374 1BA 480 8&9 987 262 466 96.8 980 220 166 562 989 •J Z 4210 882 NI 698 807 80.3 Mt 67.7 378 40.6 441 60.0 3M 408 441 0A 388 JBY 141 4tA 330 328 441 9&T 188 27.2 Mt 3A8 909 233 441 93.1 908 204 l41 987 346 r r 9DN 27.4 792 49.8 •�3 36.1 334 97.0 289 9DA 334 97.3 280 286 392 2&8 480 27.8 331 YB.1 278 212 570 21.1 RT2 1P.T 354 Rf.9 486 182 392 _101S ?62 119 332 MT 288 r = G 9610 98.0 1111 988 289 281 187 302 268 W.0 291 RBA 1532 29A 281 23.6 2411 ISA R81 41.1 244 tTb YBl f9b 261 M8 701 17.1 276 126 281 M.8 482 X 6 O to q10810 24A 230 16.1 700 20A 290 21.1 206 17.5 2$0 182 404 184 230 182 116 r 111 N 22A 218 23.1 197 1&9 218 19.4 194 16.2 218 1&8 181 Mt 218 14.0 186 N � u010 9A 1W 9&2 170 M9 101 16.3 781 Y N 0. ABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: ' a Aochw Ca Table (ANCHUR CAP.,• „\s ANCHOR CAP.,, Bw6 Wk ON4108 PA =. tbeattt%97 FEW MMU M wad SAeiet (OP)X`MlILL10N CAP.,,,,.,• EtoO i!4'8s Ek0 3.18'@bso 110"sB ENo 0109teet 6u 81091 812 wAd AaOboT COP Pe1�nIB Amt. 3NY EN0 u9mcm Itr Eboult sm 3.'18•D o 1/NBaa 1N•F&o I16iebm uO gbfely(g1{)saew(lK som�tt061 USE THIS FORMICA TO OBTAIN THE°ANCHOR &#T r 2-ttrr 1.17r r z-ilr r &1!8• r oAe• oAa• oaar CAPACITY REOUIRED•CORRESPONDING TO AN E47Oadnce+6 M I.va° tsr4• b9N• 1SM' bNr bur 1•ur 1-ttr 1.110 /- ' ' Mee ACTUAL PRESSURE REQUIRC-M+iENT FOR THE &78• Yt t « {472.14 3904s 480Ne e Poe 947 R• 4421D8 Na OPENING,WHEN RIS LOWER THAN THE MULLION Mt.t6•ldY1O.Qrstetdmd(«OII0enC6p .2k 480.6 780.6 WA R(AA 6qA 31000 WA l N!A Wa WA 982lbs 896 W1 frmmJ CAPACITY(FROM THE TAB LE)OFTF{ESELECTEO2+5AfpleC�s/�i1.9A 760183J60Po6 8802611) 6a0lOb 860®s wa Mae 740 Ne 80083 1692109 88'!f<w 00641• tu0 mb MULLION.IT WILL YIEIDAMWiMUMANCHORL�jm�7do.100'ABaa.O` 4 WA wA N!A 1401 WA WA 11M uR 66A WA WA WA WA 050Ne CAPACITY WINCH MAY BE USED TO 11t1ALIFY t AnaBa 1 Ft7t➢tFit98®1 199 me 113 Poe 466 8fe 81110 198Ys 14006 ttT roe STOfbt 587on 3'8.6 473196 17004 221 Me 160Ne ADDITIONAL ANCHOR OPTIONS FROM THE k911.O.CJ Fqt➢ 8- 140Bn 880 fog WA WA VA WA 190 Wa WA NN wA WA WA 941.3 461®s 680613 ANCHOR CAPACTTYTABLE. m mnf2YinB�dm Fl0s10a BdNdin309d6 Wot6- OZ10.O$ 1.260• A06>:f�toaoo FIGURE 1: FIGURE 2: TABLE NOTES: Is pltetim Dam Cb� OZ) • ® ® ®® Br 1170d1W1� 1)SEE SHEET 1 FOR INSTRUCTIONS ON 1731100 THE TABLES AND SHEET 25 FOR INFORMATION m gm )y ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS- I I / 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND OR OPENING WIDTHS IS ALLOWABLE ��0. FIGURE 3: .y�',.•'47(;F.tdR( '•.`� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ��MUST SHEET$ 27.23.HOLES TO BE DRILLED I N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ':.' N,,,!;8705 ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS IN PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS,HOLLOW AND -plow GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90-WOOD SHALL �'t7•'• .y, FIGURE 61. FIGURE 6: r.1� A L 1.t U�. FIGURE 4: BE PRESSURE-TREATED,YELLOW SOUTHERN PINE WITH AN SG OF 0.65•ALUM SHAH BE U- 3.25V T J •• ♦ 6083.73 AND BE A MINIMUM OF.100'THiCK.STEEL STNS TO BEA MINIMUM GRADE 33 AND 1 „''•.!'t...... S 045 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126•THiCK AND A36.ALL 128•X 326•X.1W °s "p ♦ ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3,SCREW THREADS BEYOND•THE MATERIAL- MULLION #10&#12 ANCHORS INTO WOOD MAY BE STEEL,10.0 S.S.OR 410 S.S. A.L PM68 0 FLL .E.# P.E. 68705 . . ... . . . ... .. .. . • . .. .. . . . . . . . . . • . . . ... . . • . ... TABLE 102 Mfd{toftC acibTxMe Q!�d OpeT19NWd970tI YsPDIWn07na s)w Hd tr�ia aPen�n9 ) g Sato 901. 100 120• • • 1467n 1807" SD w in TwI t Tt idmp. R;;-V l Tap/769n0 RtclmlQu+m0 TnOrrdroB• IOomptu Tnpidaq. Red-rd" 'ANOTlFmp- cul. T T 7 la�q LaeSn9 ULad1nD t9xn 1RB n Leem09 I.wdBg tooft u2me Lodh9 LoeBcB Lee•ag 6oadn9 �n8 x Jrta o 421m 170.0 170.0 pb 170.0 7N 170.0 Ori 110.0 868 I70A 606 1748 o U0.0 818 110.0 1118 170.0 170.0 1 .0 0 f7�0 821 110.0 iJJB 170.0 621 1740 1989 1riA 641 = 48TH 5ri.0 708 170.0 621 170.0 8'30 170.0 110 iriA 9D2 170.9 820 5740 1133 tt0.0 661 170.0 1276 tiB.D BTT 170.0 1417 tt0.0 680 170.0 1700 170.0 880 189] 1878 1740 880 118.6 1979 iriA BBD O 88.RB to Y/0.0 747 170.0 563 1700 898 1700 631 iri.0 1048 170.0 684 1TOA 1193 170.0 723 1700 1766 17.8 747 770.0 1498 170.0 768 578.0 ttB3 170.0 766 164b tRT 170.D 768 133.6 16tt 170.0 766 W r 641. 170.0 ril 170.0 612 170.0 266 170.0 801 170.0 1118 170.0 764 170.0 1276 tiD.O 81. 170.0 U34 170.0 837 170.0 1590 1T0A � 166.0 U68 170.0 861 13d.1 U69 178.0 861 t{T.3 1769 170.0 885 to 601. 170.0 885 176.0 701 470.0 1099 170.0 787 170.0 1310 170.0 878 WA 1417 IWO 9N t6L5 1611 170.9 986 id6.0 1511 170.0 1033 fP0.8 1611 170.0 1883 109.8 %tf I70A 1069 90.6 1611 UOA 1083 83 in 178.0 970 170.0 746 170.0 11� 118.0 669 110.0 4304 1740 910 16&e 1370 triA t0i6 139.2 1370 1'100 1076 126.3 On 164.0 1084 1044 1470 166.9 1072 i•b 19JD 4655 1070 riA 1370 1653 1070 Z E8M 170.0 874 U0.0 788 110.0 1189 tI0.0 909 1riA 1248 170.0 iW2 135.2 1446 /US 148 121.1 1249 547.1 7000 108.9 1218 139.0 269 80.8 1218 1980 Ori ttA 1419 528.8 976 BB.t 1248 128.0 876 � 721. 1W.8 1019 110.0 978 1392 fW 16D2 860 159.0 =9 1311 976 IOTA 1019 119.1 860 932 10151 f�.7 849 83.9 1048 1027 639 892 1049 943 826 692 1019 913 920 622 1618 91.1 0L0 Z riM 102.7 961 519.1 624 118.9 911 128.0 806 101.0 941 111.2 781 893 941 100.0 OTT 793 941 91.7 766 71.4 941 86b 761 692 841 712 7N 612 W1 7d.0 737 N.6 901 73.9 736 `� $ riin I-XS ON UTA 1 793 110.0 844 Ite.9 767 943 SUM I ILIA 161 B2b 694 81.8 Td0 13.9 894 84.1 790 88.0 881 ri.J 721 66.0 981 707 707 47.1 87.0 I01 81.9 Bbd B6.f 696 N 4 a 801. 852 6T1 T5.02411 71.6 611 742 686 41A 611 063 876 637 571 612 866 47.J 671 842 668 43.0 611 492 681 362 675 411 639 263 671 39.7 691 28.8 Bit 3JA 628 F-' t6 a 881. 702 626 69.0 S0 6L4 618 692 698 83.4 689 N3 690 47.6 l 393 690 492 194 ;5.d b90 32.6 168 096 626 813 471 263 690 9fA 469 '@.f 590 49.9 484 N H �„ 1801. 493 466 112 469 428 4N 26b 866 J7.1 409 31.{ d86 ffi.B PYA 489 217 386 24.9 466 27.1 391 20.7 468 216 326 UA 466 213 7Y6 16.6 489 142 970 M 1111. 462 Ni 46.7 498 983 N1 98.9 589 Yl.T Ni 34.1 267 28b d01 �.2 462 N1 272 370 24.9 N1 242 374 19.1 Nf 2L6 987 i8A N4 iB5 966 18.1 441 17.8 261 x y t0 y 1401. 963 J78 96.9 944 302 978 NA 979 US 379 28.8 394 22.7 378 43.7 322 10.1 378 21.9 946 19.1 SIB 18.5 9'll 16.1 918 18.7 N Q 0 W10-1 21.0 1 282 121.2 t 202 11-1.61 292 1 1TA I239 162 282 I 56.9 LOS ANCHOR CAPACITY ADJUSTMENT FORMULA: ' 3 T E 1oB AndwrCDP6cWTa619(�s) ANCHOR CAP.,,,,,,,,. 5t0Ao4rta4U FxedC#6u kelaE (�)X =ANCHOR CAP. a.7R me &ftCo c. MULLION BRC 9140 1!4.89 Elco 6110 ECO ve W EIM Rt0 Sod •faeteBl 912 tttwf AncfurTOV en8'EROimmcm IfIr1 B+acm u •y e'19'BCD1W16cm veExou07a0o0 AWO0xo7 umem Ag9moda smw(06)Sews st7a9r{oG USE THIS FORMULA TO OBTAIN7HE'ANCHOR An411•rCIP PItl06/n9 ptteree r 2•tYC r &170' nsec r 2-vr r 2.vz z 3•v9• z oAa• oar Oaza• CAPACITY REOUIREW CORRESPONDING TO AN EmOe•�9 fare late saN• tare r 1-va• 1Na 1.114• 1-va taw• t-ve P' �• 1 wew � OPENING,WHEN ACTUAL U�IS LOWER THAN THE MULLION Ai1CddB®l7 66110. ,91m10ew 1ro8i817g7g 1T �� x0 1 w9 816 x9 ssf me 11. d126 x0 agDceu5�l.tbL+ncclsmllaxd9rta�)W awm 700xe NU NTA NTA t1M 990108 14,A IIIA H1M1 WA 1w BBa.B 88861➢ 112DM CAPACITYTWILLYHETAMINIMNBLE)OF IANCHECTED daaI.WOuwoc.r(g26 r 33 78009 78098 IBOios t65oxe 1999979 b1DM BBOrm N,A 780x8 7489w 88D0• 1882x0 662®6 91.x6 112Dx0 MULLION.iTWiLLYIELDAMINIPATO QUALIFY UMANCHOR 3.01.800 015yMkL0c.,UcaplArcnar Oga 18609 f980n 41896 622x8 188819 5409s 1n �OW9 587x0 090x6 psxa 7Toma 221x6 Pae x9 gppll'I'IpNALANCFIOTABLF-WA 110D%S CAPACITY W141CH MAY BE N3 FROM THE PRf>f3UCT'REiYL4ED aAncMa 7.16'1.81 O.C1FC6p aDros 960m tuA fYA N,A iWd 180x0 NA NM 111.0 WA N91 Sft/Da 442x6 580x0 ANCHOR CAPACITY TABLE u9 comP17f06 with Ow FI11{791 0ui1dMB�y .b21$.6� 1.2b0° Fx indim" T ( FIGURE 1: FIGURE 2: TABLE NOTES: S ® ® ® ® i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION M' ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 117 f 111 I r r r "\� ......,Atr��fi��l 2)LINEAR INTERPOLATION BETWEEN MULL-LENGTHS ANDiOR OPENING WIDTHS IS ALLOYdABLE �� ,. 1c;ENst: ., a FIGURE 3 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260 � 't••' CuP MUST SHEETS 21-23.HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS I.lu.5 87 y ® ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. , IN PAIRS. f 1.z 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS,HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURES: FIGURE B: BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE -t %}Q�•..!'I,C,/RLGi�•'' 6083-T6 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINI UM GRADE 33 AND ' ••••.. • ® STRUCTURAL STEEL TO BE AT LEAST-12T THICK AND A38.ALL 1.25"X 3.2F X.824• j'IC)(�1 � 045'THICK(18 GAUGE). • ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL' MULLION {4 L'IMNI IWLL�R.P.E. #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#68705 • • . ••• . • • ••. • • • • • • • • • • 0%••• • • • • TABLE 118 AtiANonC6R3YT9bI • ••• • • •• w � Width(forv9d14agrapm9dtipIRIR4re)•rommir6 HIS ) OMt1h10 !pin wa7 win >etn Bob soh • toA6, • • 1206 • ,46k � Towd"o. iwwvUt TOP%" Riu04gid47 T74Md0n0 Rode qww T•WTAM- Rdms*, TrLoan9 Lusts R T7 � 7L R44I- 119 IWW RW44Q4w T�4y/aAnp. RiilBo�ulaf R4 eaft 7 0( 12811384 LOW" L6468pg Lon" Lao" L-" L48d9• Looft LVA59 LoO.q I"" L440n0 t44489 L4dt. Lo4ani t4811a8 U48n8 x.626 Tu _6NIRQ11Is � � 1 11 +� �. i3 i3 e' w • 1101 tu f I !2M 829 170.0 196 170.0 7M 4700 479 00.0 %6 170.0 606 170.0 8W 170.0 619 170.0 1118 i74A f LAD X44 ilOA 8)I •d00 9180 7Y 621 1i0.0 173.6 110.0 Wt 170.0 116.9 621 49th 108 110.0 676 n0.0 866 470.0 601 170.0 992 174.0 WD n0.0 1433 170.0 061 110.0 1276 170.0 Bit 170.0 1411 170.0 No 170.0 1700 tt0.0 680 510.6 1989 770.0 880 170.0 42W 170,0 W0 60.W6W 747 110.0 663 170.0 89b 170.0 635 170.0 1076 170.0 691 170.0 1196 5100 723 STOA I36b 1780 747 170.0 1194 1700 768 174.0 nW 170.0 768 n0.B 2092 179.0 786 170.0 12lium. N� - $-. 741 W IR 64 ni 781 170. 652 110.0 966 110.0 685 M.0 111# 1700 764 170.0 1276 170.0 BW 170.0 1631 170.0 837 170.0 Ned 174.0 056 170.0 1813 510.0 881 ttD.O W31 �780 - 816 584.2 bJ J 11, 9D 67 an 170.0 781 170.0 NW 170.0 791 170.0 1240 170.0 978 170.0 5417 570.0 946 570.0 1594 510.0 898 170.0 1711 i10A 5W9 170.0 2126 178.0 t4W 1683 RI83 WA NW 1%.8 0304 830 tt0.0 T46 1700 itis 170A 8W 170.0 1342 570.0 070 ,70.0 1488 170.01016 170A lots 170.0 10% 110.0 IM 170A 1122 166.9 2060 570.9 1568 164.6 2060 140 1285 117.7 0.861n OTi 170.0789 170.0 1189 170.0 9W 170.0 1981 478.0 1902 tm 4656 170.0 1086 5700 1763 170.0 1765 5 1978 170A 1210 143.0 See 110.0 1216 122A 1866170.0 1888 N 7Pk 1700 LOW 170.0 878 170.0 ,276 170.0 1008 119.0 1198 578.0 1126 170.0 1700 170A NIB 164.1 1194 1708 1316 US.? IT34 184.8 1988 116.6 4731 166.9 5366 1731 164.0 i%2 88.7 1791 1602 Ii6P 7614 178.0 1182 INA 937 170.0 1316 170.0 10% 1p5 1666 178.9 IM N7A 1650 102 1%6 191.1 1666 1615 4286 1172 56% Nt3 1261 88.3 1666 72.03 1219 842 165.6 5273 1219 TAI 1658 1RS2 1YN N •� TBie 170.0 1161 1700 887 1}0.6 1981 170.0 1116 166.8 1677 189.1 in, 130A Tr 1628 1626 121.7 NIT 1ss.1 1208 909.1 Un 729.6 716, 008 1677 1t09 1169 77.9 1677 116.0 1158 882 t1R 169.3 1766 9014 1620 1110 id6b 988 ,184 i1N 123.0 9% W.6 itt0 NL9 %1 80.8 1140 08.3 936 188 1110 07.6 822 Ito 1614 801 910 692 1110 759 pt 601 1118 66.8 W8 418 5516 82.7 876 t0 gain 117.0 on 120.3 072 975 976 101.6 5158 63.6 976 68.1 842 732 976 18.6 828 868 916 712 Btt 6L5 975 06A %7 48.8 976 678 789 41.8 876 623 778 163 176 49.9 ii F X � O MI. 87.2 711 84.0 61# 606 775 707 696 BL7 III 613 W4 61.4 77t 64.3 664 461 771 498 818 11.1 771 41.9 667 343 711 388 6 794 777 95.1{ 821 %7 711 328 681 T th ,ilia 76.7 730 173 661 83.1 730 no 860 67.1 730 562 640 41.3 730 49.8 Wt 12.5 730 46.0 822 37.9 738 41.1 ON 95.6 T% 358 600 21,0 730 312 an 23.7 730 295 681 X Y N 12014 598 6YA 67.0 518 498 621 511 660 4YA 827 14.3 662 915 624 �2 644 93.3 624 35.3 637 39.0 624 332 Wi �0 824 d7.7 519 RIA 824 24.8 669 16.7 626 22.6 501 H Q O Win 341 433 35.1 400 28.9 439 298 3% 24A 433 26A 330 21.1 433 226 383 10.3 493 20.0 381 ,1.3 433 182 376 d in TABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: " -� pechorCnp6dt3rTa19s ) Ab1CHORCAP,,,.,,,, Fee9cuu To9764 Nwet (DP_)XC ).ANCHOR CAP.o, &26 .TtO0a0� 88ktb7rc. (MOOR 5,161 ENo Yd•as Et Otte'ENo ife 88 ENO 07011188 0128tee1 W2818e1 ARehorCBPPetlom6 .0778124 97iGF�tol9liaon u4'F3cou60eo0 unmeon 8'tC6RDumm"n VrmoUR4N7m d7p�e0eta UlNcoO Q ae7en(7%Ietrc9 straw 66) USE THIS FORMULA TO OBTAIN THE•ANCHOR 2.172' 1• R•ur &110 1 2-trr r z-vz z 3�f76' r oa9• a.6d' o.3ep CAPACITY REQUtREd'CORRESPOND�IG 70 AN EmOb4aotu6 faro• 1014• fatr faro• r 1•w• t-94' t-v4• 1.1x1' t-1ra ,-114' 2 1076 iSNr w0e9 ACTUAL PRESSUREREOUIRE6 NTFOR'ME SAM �t79 C.C.r •C7c7. 990 9a 45996 896 1841 W1 06 740 446 108 0�W6 541 44724 760 a+ OPENING.WHEN IT IS LOWER THAN THE MULLION aArc4a9•t.0 1amO.a7at4nm4t 1708t)Cy! 4801& too ma WA WA WA NIA 00048 WA 111.0 NIA WA WA 88263 4%861 tfR0m4 CAPACITY TABLE)mmANSELECTED R 4Arct6e®0•Nin C.a/p9236Arg10 r g7 70006 786148 680tH t08D46 t886W6 E40.6 86946 WA 7807& 74846 80040 67 8821& ses49 512096 MULLION.ST WILL YIEL BE USED TO QUALIFY OAOchOR�0.81•Mm O.C.tUCi0,kfto.ioir.- 47 N/A NIA NIA WA WA NM WA N7I7 WA NIA WA !Y0. NIA WA 1287®6 CDDITIO AL M40 MAY BE USED TOM THE t A7f:Mrl (R9.6j 106916 19696 22846 4.108 8!146 136 We 1401& WRIS 870as 7879& 09206 67s68 none 2211& 28048 ADDITIONAL ANCHOR OPTIONS FROM TIME PRU17ttCTRBVL4BD 2A4:MR 1.18 N4M1 O.CI 2411& 050®6 WA t0A NIA NIA 580 WB Ntl7 WA NIA WA 1601 901 W9 142 Ws 66048 ANCHOR CAPACITY TABLE. m compift willIftF19" -t 2110• 4 No tfo•0216.03 4nD6o QA21 IGURE 1: FIGURE 2: TABLE NOTES: 0 ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION 16411 Pro" ® ® N LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7l 7 t I I r 17 . 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIG!RE 3: 3.04• '5yC;3NSF '•.�'� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE Y� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 11p,58705 •i ® ® ® BE USED SHOWN N SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAiRS' 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �y J/ t _U'.(/t•IIS O 4 tU GROUT-F&LED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM 0.90.WOOD SHALL �4• t;rnTE Ur t•r: FIGURE 4: FIGURE 5 FIGURE 0: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 066 ALUMINUM SHALL BE • 8083.76 AND BE A MINIMUM OF.1017•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �1 ,.$URl(y':•'��(' • ® ® A045-THICK(18 GAUGE).NCHORS INTO METAL SHALL EXTEND A,T LLEAST 3 SCREW THREAT A6'THICK AND AS&ALLDS BEYOND THE MATERIAL, ��'S`N/ 4f�..S,•� • 810&412 ANCHORS INTO WOOD MAY BE STEEL 10.0 S.S.OR 410 S.S. 726•X 3.94'X.824' A.LAWN MI MULLION5870 P.E. LtON FL P.E.1158705 • 40 .. •• . • • ♦• •• . . • . . . • . • . . 0:0 000 TABLE12A • • Mtf�nCe a T•b!e • • • • • � Opel"l tl1h(W ttxfbotls)CrOp-I tg (ser 7wal11oeteM 9D11m1 • • •• le Gob sots 70ts loin sots too • • 1aPb • lain Isola 1 14041 IINtlIH••. WataadR4er Tn7pttdan9. • TIe7rTlfeng I 6 4 2x4x•26 7oa•14 loeaae tmMp Isa•og toa•ae Waft Lea" Loa" Loaane Loe•t Loaft Loa" 14x1.1" toa dre WaBaD Y Mu III, fill, 1, 11'1 1, 11 H 13.Iml 42M 170.0 110.0 434 170.0 744 170.0 478 MA 688 $R0 608 170.0 022 170.0 1" 1740 1116 170.0 621 1 1240 70. 621 1R0 1 1738 170.0 621 170.0 1883 ins 521 48fi 170,01 708 170.0 624 170.0 800 IRO 684 170 692 t740 00 M-01 1133 1740 881 1R0 1276 170.0 877 170.0 1417170.0 880 170.0 1700 1700 680 170.0 1693 170.0 880 170.0 2207 170.0 830 J = 40.b-lets 170.0 TU l"A 683 iR0 698 170.0 BSI 170.0 1048 170.0 884 770.0 1185 170.0 123 170.0 1366 170A 747 170.0 1494 i70A 768 ilea 1705 Me 70.8 t70.0 2882 170.0 TW 170.0 2691 170.0 70.8 � � to 44M 170.0 787 170.0 812 170.0 658 170.0 881 170.0 1118 170.0 764 170.0 1276 170.0 60S 170.0 1414 170.0 07 170.0 1684 170.0 858 170.0 IOU 170.0 851 170.0 2231 170.0 881 iR0 2000 170.0 861 Q 80b 170.0 888 170.0 704 170.0 1058 970.0 787 170.0 1210 170.0 878 170.0 I. 170.0 844 170.0 1884 170.0 888 770.0 1771 170.0 1033 170.0 2126 1R0 7081 Tl0.0 2478 110.0 1083 180.8 2800 170.0 1069 40 03M 170.0 070 I= 746 170.0 1178 170- 850 NQO 1308 170.0 040 170.0 1488 1740 1016 170.0 IMS 110.0 1076 170.0 1858 170.0 1122 170A 2281 1740 1169 1687 2229 170.0 1l7f 148.0 2863 170.0 51Yf 68b ITOA 074 /70.0 760 170.0 1169 170.0 869 170.0 138{ .-- 1002 170.0 1864 170.0 Ices 170.0 1781 T113 170.0 1840 170.0 1210 170.0 2148 170.0 1275 161.0 2437 770.0 1� 112.0 269 170.0 1228 Z 72b 170.0 1083 170.0 878 170.0 1276 170.0 1000 170.8 7468 170.0 1120 170.0 1700 170.0 1278 170.0 1813 170.0 2128 470.0 1167 1446 2101 170.0 1488 174.8 2144 770.0 1629 1692 2181 1780 1630 lets 170.0 1122 1TQ0 037 170.0 1848 170.0 7080 170.0 1670 170.0 1200 770.0 1784 fY0,0 1827 "Ll 19W MA 1080 1R0 1496 123.0 1980 161.0 1618 1081 1880 164.0 1816 828 1880 1627 1811 � Z 78M 170.0 1144 170.0 967 170.0 1381 770.0 1118 170A tell 170.4 1260 170.0 too 170.0 1188 162.7 1681 137.4 165t 1831 180D 114.6 1681 SOLS 1473 M.2 1681 169.0 1459 86A 1087 137.0 1444 mN Ing 1928 170.0 1144 149.7 ISS$ IWO 1218 127.8 figs 1340 1196 111.0 1808121.3 1176 984 1388 $95 1395 104.8 1147 74.8 1586 BOA 1122 11181909 6SA 1988 78A 1085eels 147.4 1220 164.5 1088 U" 1920 127.8 1678 169.3 1230 Ht2 1084 1229 9" 1064 81.9 1229 73.7 1226 69.4 1018 81.4 2228 71.2 999 62.7 7238 85A 8'77 481 1229 82.1 BB7106 M 1016 877 1058 Sri 883 971 80A BA2 71.0 874 712 849 84.7 871 88A 887 87.6 077 61.8 071 68A 816 43.1 971 460 786 9JA 971 14th 782 12.4 sit 69.8 771 N E. 85A 819 OTA 832 78A 919 81A 810 851 818 70A 808 9 62A 784 63.0 810 88.1 784 47.7 810 $tA 774 18.? 9M 44A 768 14.1 918 482 712 268 079 37.1 722 N 129b 76A 788 76.8 718 829 788 866 708 81.9 788 65A 888 472 780 48.4 888 4fA TBB 4M 877 17.7 788 40.6 888 31A 766 SNA 869 27A 788 SIA BIt 218 788 2BA 831 '� p3 144b 43.7 50 442 804 364 648 17A 496 31.2 618 31A 491 27.3 - 282 445 243 648 26.5 418 21.8 698 22A 474 18.2 618 18A 464 18A 6SB 172 453 137 649 163 448 (L N TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: � p Anchor Table o4U Fsedc 1 PT 480 M" (Df;,,)X(ANCHOR CAP.,,,,,,,, ANCHOR CAP.- � swouan 210 t7mcAtie 383 EkowssEk0 `MULLON CAP.,,•,,,,,• n AnC0ar lypa 9+111 EAro URaean yr Eko17018tm � � gt4`EI6o WMcan yr Eleouueeon « 6ne•Eko yr 68 Exo 8le' et28leel USE THIS FORMULA TO OBTAIN THE'ANCHOR Aeahor0pPettem♦ UNW01% Aggi40. Bae•(0613tree ett®r{os) aHanee I• z-t/r r 0100 34fC v aur r z vz r 3•ue• z o.�• oAa• o str CAPACITY REQUIRED'CORRESPONDING TO AN Eal9eoner 1069 VWC 1400 tar r tv4 1-vr I4r4 7•vr 1-ua 1114 r ta4 fare taaea ACTUAL PRESSURE REQUIREMENT FOR THE zAr4las®47s 69n o.Rt e1A•dor CPo 182J Qa ®a 890 i844� ea 2809.0 304M0 7.026 97405 694166 Seems 1100 44205 me OPENING,WHEN RIS LOWER THAN THE MULLION 4 ArcM1a�2W'Mh o.0 181an�1a OmaOLel+ 9 T40m top me 800 M6 t4699A 14ZI Ms NAA See Oa WA 985166 WA ON PA WA 682 We to 9t2D a• CAPACITY(FROM THE TABLE)OF THE SELECTED 6Aa1Mr3 1JI-MULo.Ct819ndw CWegicIP61B man 7044 Imes NA WA 1060is NIA 789199 tvA WA ft Awa 1327109 1X CAPACITY HILLYIELDEUSEDUMANCHOR 4Arctxm�9taM.o.C.l 2laaemcre9sl al t6oM0 eeo100 188066 1886100 66De4 N/A 780fas 748101 800.0 18Btma 8M3m 8880.0 19201M CAPACITY WHICH MAY BEUBEOTOQUALIFY 6A1chnQ3•M01.o.C./(Q 016 At�6 7 87 »loss 157026 town ?340 ma 2844 8410 m6 NIA 1140 me 11229.0 talc 166 26s9 ma 10226s 112/26 CUB ANCHO CAAL ACITY TAPT70RIS FROM THE 9Afmt4B�1.94'NM.O.C./UCa Zt5A128G" iT WA 4451 4486 WA WA 11111 WA WA WA NIA WA MR NIA WA ANCHOR CAPACITY TABLE. BArctgn®0.81'MSLOA.fUCop.MM.w MM OrVfe: WA IIA t1M WA 4486 WA WA NAA IVA NO WA NW NA WA 21 as PRODUCT RSVl98D 2 AatAas 28B•NWL O.CIFd51(RO gloms News 816 m6 743 oB 7M ma WA 2810 as WA 348106 NIA 44010 WA 3111M 40.m6 8608.0 aww"sYiO x111110-FTot461 9AKh•a un-ma O.C./F{t1.16'u; -we-* 524®6 87023 979 GA NW WA 3639.0 WA 2296s WA WA Net 61101 BBd mb 84011.0 AWS�*y yf0"C'h..18.O7j NOTE.FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. f"�`1CtRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 1 fin! �....�./ 2.000'- 447 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: Minn D1a7o P • • ♦ • • • • "WO 1111// e • 1)SEE 614EET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2.4 FOR ,��'Ot1I•,,..:„4f • • s • GENERAL INSTALLATION METHODS. �,:''4tGtiNSr '•.F�' FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 4.0.00' 1J..L43705 .. • e. • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23 HOLES TO BE DRILLED IN 2�� j 7 - • e • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE Y•O.a - • • LOCATIONS.(/ FIGURE 7; FIGURES: FIGURES: FIGURE 10; 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT :��:.'•.�LORtCF (j•; ANGLE CUP ) ... e e• IE [11 (FIGURES 60) (CMU)SHALL CONFORM 3-ASTM GSI.WOODSHALL BE PRHICK S EEL STUD YELLOW SOUTHERN RAD WITH AN SG DICK 2•X V X 25•MULLION ","A J MUST BE USED ALUMSNUM SHALL BE8083-Tb AND�A MINIMUM OF.125 THICK.STEEl3TUD8 TO BEA MIPHMUM GRADE 33 AND.046•THICK(18 11tr )�lt(��IIIN PAIRS. GAUGE).STRUCTURAL STEEL TO BE Ai LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.L41411�iLCE'R P.E. THREADS BEYOND THE MATERIAL 810&#12 ANCHORS INTO WDOD MAY BE STEEL.I"S.S.OR 410 S.S. FL P.E.B 58705 .. .. . . . .. .. . . . . . . . . . . . TABLE 13A • 0 0 0 •• mwbna Taw.fibsM • • • • • • apeTdn6 width Na%WV-tt A MG-)OW by Ha tIM • • •• Wh Win 70111 so In Win 1roM •Imin h 1Wh 1(m0atg�r irepTdenp. TraplTdenp. Reol•glre I >�� 4 t G lo t LTw017dv R r dealt Tla Reoppder irL-ft 2x81.28 teaaro t•0eda8 toedn9 laeag l•a4o0 toat� vLoftLOeArq o t2np adn0 L•e•W eed ng using 4aaft ad5q Waft aednp 0•dnD t95Qp Y AkMTuft ll, I fill I 1 f 111 1 111111111 11 f � .m 421m 170.0 820 1700 438 170.0 TN 1700 478 170.0 888 I 176.0 808 1704 893 JiM0 819 I 1700 1118 1700 621 mw INM ft.01 I 621 .0 17404 0 ot ovn 1798 I 1700 821 170.0 7063 5700 621 � bh 170.0 TOB 1T20 881 3700 880 LnA 884 40A 882 1170 070 170A 1133 170.0 601 1700 1276 11100 677 170.0 1417 170.0 8811 t70.0 1700 1700 860 ITOD I 1883 1170.0 80 1704 2261 M.0 880 J 5A43h 7)0.0 747 170.0 063 170,6 BB6 7700 611 1700 5016 170.0 884 170.8 1185 770.0 773 170.0 1346 1700 747' 170.0 1484 770.0 788 1720 17957 174.0 786 1700 2009 1700 708 170.0 2091 170.0 786 � nc � 610 170.0 787 5720 612 1700 856 IMO Wi 1700 1116 1760 764 170.0 1376 170.0 603 170.0 14VISA 037 170.0 5694 170.0 NO 1700 1018 17x0 601 40.0 2231 170.0 881 170.0 7350 170.0 681 � p 88 n178'0 886 170.0 707 770.0 1083 7700 787 1700 1200 1720 870 170.0 1477 170.0 811 170.0 5504 170.0 808 170.0 1771 1700 1035 170.0 2126 170.0 7083 170.0 2479 170.0 1063 170.0 28X+ 1720 4083 � tc76f j 03m 1700 830 7700 TIB I'm 1118 170.0 850 170.0 1302 170.0 810 170.0 SO$ 170.0 1018 1720 te79 170.0 1076 170.0 1888 1720 1122 1720 2231 170.0 1189 170.0 2103 170A 1171 170.0 276 1700 1171 J 7 Win 7700 074 7720 788 170.0 IS% 1711.0 003 170.0 1304 170.0 1003 170-0 /686 1720 1086 420 1769 Ina 1165 170.0 1018 1720 1210 170.0 2336 1720 1278 170.0 2727 170.0 1288 170.0 8111 1704 1288 Z 72 h 400 7083 770.0 678 1720 1276 1720 1009 170.0 1186 170.0 1126 5700 1700 178.0 1236 1700 1918 170.0 1816 1760 2126 1720 1967 170.0 2880 170.0 1488 1700 21176 170.0 1678 1700 8400 1700 10311 78h 1700 1122 170.0 837 174..0 130 570.0 l060 170.0 5670 170.0 I= 170.0 1784 1720 1322 40A 2019 1700 1421 40.0 2243 170.0 1806 VISO 2802 1704 1879 170.0 8140 1700 1894 170.0 3588 1704 1725 „�,4 Z 78h 40.0 ISO 1780 987 17" 1381 170.0 1118 178.0 1811 1760 1288 170.0 1842 170.0 1388 170.0 2072 4709 1474 7704 2302 1720 ION 1700 2788 170.0 t7W 1700 3239 Ina 1777 1720 9083 1720 1780 a J � % 0001 170.0 770.0 1145 1700 149{ 1700 1988 1704 1689 1700 1198 170.0 2123 170.01 1853 170.0 2881 178.6 77861 170.0 7888 770.0 1818 1709 3188 170.8 2m 14A.0 3N8 170.0 2273 138.6 309 1704 2381 09h 1700 H17 170.8 1293 188.0 1788 1700 1# 1700 1888 VU 1072 1720 220'7 1700 1791 VOA � 776.0 1882 170A 2633 1704 2006 le" 3109 VISA 2306 IVA 3109 108.6 2470 1210 8176E ISM 2424 188h On 1894 170.0 1409 4110 111!9 170.0 tw IT" 221 170.8 1870 1700 1,880 1700 278 1610 2181 1700 2271 t46A 2786 181.9 23x4 123.8 2761 110.4 7281 1050 2787 125.9 2274 827 2781 7/00 2188 ttf h 4211 1898 110.0 7461 1700 7808 170.0 120 170.0 7289 1700 1882 Y70A 2881 420 214!1 1650 292 1628 2216 1800 Z 1484 ?218 1/9A 2 120.4 2188 874 2832 17&5 2128 60.1 292 1063 2098 w r1 1210 1700 1775 1720 1588 17110 2526 170.0 111',9 IOU 2w 569.9 1881 1317 7262 1N.4 5884 120.1 7ffi2 1272 1936 100.1 7262 1161 1816 80.1 222 88.6 1072 772 2251 WA 1836 670 73&2 81.1 1008 Ft- X 9�j 14191 1227 1884 1268 4415 104.3 /884 708.1 14ffi 68.1 1604 84.6 1107 78.2 IOU 88.7 1988 88.8 17185 72.3 1373 026 1684 88.7 1850 625 1084 680 15911 4L.-1 1885 482 1309 99.1 1984 460 1283 Q N T 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: Am bcw Can rom et•ehat 2 concrete 3.5h Com. Ho0a8 Fxedlbxl 7 t (p�)X/ANGBOR CAP)n ANCHOR CAP.. kahw TTPe. wir Ebo URVAR 1/4'EbO lf.acm b 311r Eb0Uem0n Iw Ewo tamea I74 Bfir EtOo ve"Eleo 840 wAd 87 sw 0128teet MUt2.lON CAP.,,,.,„,./ AnahoT COP Pattern tin Aga 8atew(GO Sm (5) IS"NOR NOR USE THIS FORMULA TO OBTAIN THE'ANCHOR EdOo Obtm P 2.172' I Y 24W 3.118' i• 2.12` /• 2.12' r I 9.95 r 0.46` OSA• 0.324• CAPACITY REQUMD'CORRESPONDING TO AN Embuwam I w'. 1-014' I low 14W r Wm 1.114' 1.114• 1-1tP t•1N` 1 14M r 1.010' tat` 1•den ACTUAL PRESSURE REQUIREMENT FOR THE 2Atbl•n M31.o.C./e a06eN 1 k " =Ms 2s 04420 Nott 951" " 4 886" w 341 be Oe be OPENING,WHEN IT IS LOWER THAN THEMUWON 4 A1rAims�4S8'861.O.C./aMd&d(6r0FS* 9pffq.97 70020 70920 90112s tT80pw 9208 No ba 600ro0 7aeIDa 14Wun 7/e 20 12n 2a 78112 me 88220 WBDa 71220 CAPACITY(FROM THE TABLE)OF THE SELECTED BArotton®1.71'Mb.O.G/anMatO(masocl;."4k 11=" 44006/ 701020 468568 WA NA ow lbs WA 108520 WA WA WA 1863 47028 4240" MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AmMrs®9'500.o.C4(2)2t6AM* 090fft.6k 780010 70020 800" 16=bs 1098" 64000 6=be WA 70020 7882e 88628 !09721 88228 88BIbe 112" CAPACITY WHICH MAY BE USED TO QUALIFY B AWWO 0 T Sin.O.C.10296 At&COPS I fFl8.8k 1660760 188820 SWIM 312" 9709" to=9• Umbe WA 15206 148 be 4=29 318420 7989" 177060 2240 ba ADDITIONAL ANCHOR OPTIONS FROM THE 12Anbb= S.VM1n-0.C.1(252tSVC4pe/ .7k 1688" 26=60 7140" 31801be WA WA I=1h WA al=bs WA WA WA 246" 2861" 398028 ANCk10RCAPACITYTABLE. FR072UCT156Vf3/� Amh•e®1.31'M{o.0.C./UCBP,h10.12V Ak.M.(Fq.Bk WA WA WA WA WA 4110 WA WA WA WA WA WA NA WA 143028 rA OAmher•4228P52f.O.C.I U ,h1o.125 Akan.o-79.8k WA WA WA WA WA WA NA . WA WA WA WA l4dA WA 2881" Codn2"ch"04.6w W&0.0/F4xo Im1 388" 090" 450" 890" 1818" 270" 290" 984" 740" 974168 098bs 81820 811840200 8=25 p =No4Anelwet t.i5'Mn.O.CI .Nk 6=" 7=" 6115" 128825 WA WA 470188 WA 693" WA FIA NA 888" 8860 112028NOTE:FOR THE OFF8ET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABL£NOTES: tt Product' FIGURE 1: FIGURE 2: FIGURE 9: FIGURE 4: FIGURE 8: FIGURE V.FIGURE 70: FIGURE 11: 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. �` . .t • • • •• • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �i1:�,•'�lGt>NSe '••F1P • • • • • . •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETSH,58106 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 4 -• FIGURE5: FIGURE 6 FIGUREY; SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.ANGLE - y :trrl • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1) y jqp Qt' (FIGURES CONCRETE BLOCK UNIT(CMUI)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED %U.(;�• r•L nRt(1?••''�('`�•� • • • e • • • • 6.7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 886345 AND BE A MINIMUM OF.125" t`<<},....... �\ • • • • • • • • IN THICK.STEEL STNS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL.STEEL TO USED USED IPAIRS. BE AT I.£AST.126'THICK AND A30.ALL ANCHORS INTO METAL SHALL.EXTEND AT LEAST 3 SCREW 2•X r X 25 A.11'Lll)�W'A!(ILL�R,P.E. THREADS BEYOND THE MATERIAL..#10 8#/2 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. MULLION FL P.E.#68705 • • • • • ••• .. .. • • •. . . .. .. . . . . . . . . . . . • • • ••• • • • • ••• • • • • • TABLE 14A as muwan Tam • • • • • •• • � w Opambfto YYldM(W v91808Rp4psw4 m1fa13)cropen v4panc 4 moot)• • �' tom Som 7010 sour wm • moa• •• • rrom t86b tNOttm•ta8r Oa9 ReaaaNaa Tr000ftg. Raetangutar 1t TiLow"&v. Rata•Na UegldM Raoag7dat 18plT9etg Tre> T p 4 9.28'1211" loetlaq Ltea818 Lmaa• Load8lp loeda• leadla9 1+6adf11g loeael9 tee0ing LoaQlrp Lmd%g taad119 t.oaft Loadm9 Loa7n9 Lbedtg Loetelq LgadMO BY x.126"Ahn 111 11 111 it, TUbe v .m Q h 144.2 618 157.0 � 1202 628 1489 419 '163.0 S28 1888 414 00.1 6M8 194.8 411 801 518 184.1 411 721 518 34.1 411 80.1 18.{ 4q1 8 52B 131.1 417 451 818 1841 N1 48 m 988 408 100.0 333 30.5 403 94.7 325 89.0 403 89.4 320 864 403 81.4 317 63.7 408 711 316 483 403 788 314 40.3 400 7&8 314 81.6 403 78.8 314 30.2 403 788 $14 � 61826% 82.3 382 91.0 301 We 352 78.3 294 818 310 71.8 289 61.6 382 S7.2 28B 451 362 64.8 284 41.2 360 SMS 283 30.3 362 816 288 29A 392 83.6 283 287 387 63.5 783 � � OR� p 54h 67.8 318 74.1 2B7 685 3t8 - 281 4&S 318 87T 258 414 318 615 263 37.7 318 50.8 260 $39 318 415 249 28.8 319 M.1 248 243 318 49.1 248 21.2 3m 49.1 278 W �3SY 80h 415 268 83.1 218 41.2 268 4&7 214 96.3 256 40.7 210 340 26B 37.2 2D7 27.5 268 $4.8 204 24.1 258 334 ffi3 208 25B 312 201 17.7 256 322 201 16.6 258 32.2 201 tc0 03m 42.7 234 418 200 26.8 246 89.1 195 8&S 234 347 182 287 234 31.6 t89 237 734 98.4 188 21.4 234 210 184 17.8 234 28.8 1B3 18.3 234 205 183 134 234 28.5 103 SS 1. 37.2 213 38.4 183 31.0 219 337 178 26.6 213 29.8 176 23.2 213 2X0 173 ffi8 713 28.1 170 tfle 213 237 199 15.8 213 222 187 13.3 213 720 18% 11.6 213 71.0 188 g g 72m 2&S 178 20.1 155 238 179 2&8 182 20.4 17B 72.6 US 17.8 178 2&3 147 189 178 IV 148 7Sh 24.3 181 284 446 26.3 181 21.8 137 17.4 101 1&0 13S 162 181 17.0 133 26h 273 182 233 I. 1flB 1m IRS 181 18.1 1N 1T3 126 r as a E 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: A116herC ac T6DIs(I68 ANCHORCAP.�,, X 81hBae161 retie 3acem. Iw86arC1d11 FOeagN P YAeI (DP-)X ,-ANCHOR CAP.- N •'• 8116'Ek0 1td'896k0 8718•Eko 114-88Eleo MOSM 012SW i128h8 FORMULA T,", ry} �'• M46•rCRpPatteme AaNrorlypa 8ti8•EketBtatan 1tPEk0121Rta1 9%GEkoU91ate0 tw•EkeUHteem ual9cm 1paacan A98W4t scat•(85}euet 8eatbr((36) USE THIS FORMULAT008TARNTHE' Ea9eOfltalce 7 I* 2•VIr t^ 24/6' & t• f-12• 1• z trr r 3-ve� 7 &4a 0.51• 9.98r CAPACITY REQUIRED'CORRESPONDING TO AN m to EmbemleN 13w• 13Y' 13tB 1.WY 1-W t-w• law• 1•va• tato' 7-va• 7 1S3' 1518 >aAaa ACTUAL PRESSURE REQUIREMENT FOR THE aAx 3• O.ar 016 apse Ise Seomt 1 bt t8961m t109q OPENING.WHEN IT IS LOWER THAN THEMULL.ION a � CAPACITY(FROM THE TABLE)OF THE SELECTED MWJJON.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY -v ADDITIONAL 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. �1 288• f T RED SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. atcoanAygwm dw Fmed FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE AuW& ro bb VwDrI J►.87 f 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. FaPlrNlal�� ® ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2A U By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �6 ANGLE CLIP MUST 88 USED W PAIRS. 1 t t I t I I t I 1 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -.125" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 610.WOOD SHALL BE PRESSURE-TREATED �' `ZU,`'•ENS •Q(F� YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 211'X.125'MUu10T1 LEAST.126'THICK AND A30,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FRN MULLION) •- 1k No.5alti5 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,I8.8S.S.OR 410 S.S. 0 .� alit r;I F} s1w L•OI' f. z `.U ' A LYI k'94ILLL6,P.E. FL P.E.#58705 • • ••• • • • ••• •• •s • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• TABLE 15A • • • • Opsntn0 Vlltltlt(tor leldclilli P91 ft aAusk")orOpa1Ing Hd*oht& mil•! • • Aw � gain gam 701% mm eeb a ioeat ol • • b • •tab twb tte77Rbnp. Reepa1814m 1Fapiplml0• '84Nrnene. Rbolonaft VwTft* Reatatte&rTwIllonlo, lmaltmglltaImosm T�AR6�9 Raok4tg4er 7 ro• g SW 39 ,gLon" uad<A LeaAn9 lcadm0 tmLN• 1."41110 Lee" Laft L*cm* L4aft taaBf• wedne Imdna 4�•L aft Leo4g Lead d bx VECL AL DAVAULL I lull 1 11,111 1 11 42m i70A 820 170.0 4351 iTOA 718 1740 478 170.0 889 170.0 800 IIOA 892 170.0 618 i70A 1118 170.0 621 M.01 1240117t* 821 170.0 1 ffi 704 1736 170.0 621 10..1 57a 170.0 621 (y 48in 170.0 709 170.0 544 170.0 880 170.0 886 170A 882 1746 890 170.0 1133 170.0 681 7740 1276 t70A 977 00.01141T 1 170.0 880 1622 1622 170.0 880 130.0 1822 170.0 880 1442 102 170.0 on mm to 110.0 747 17Q0 883 V0.61 888 170.0 631 1740 16681 170.01 864 176.011166117&4 723 170.0 1348 170.0 747 1642 7148 170.0 768 130.9 1149 170.0 768 117.3 1443 170.0 M 102.8 top 170.0 748 ppp 1 Min 170.01 787 17&0 912 170,01 898 I 470.0 891 1740 1118 I 170.0 744 170.0 1276 170.0 803 180.4 1959 ITO& 0.A 144.31 1383 170.0 886 4201 18&9 IMO 881 103.1 1363 970.0 eel- _n2 ISS 170.0 861 h M gab 1740 8851 170.0 701 170.0 1093 170.0 797 187.0 1218 170.0 878 14&1 1218 170.0 911 128.8 t2f8 189.9 839 118.9 1298 154.1 824 97.4 We 1441 913 all 1218 118.1 013 ni 1298 14&1 013 Fes, (�yy)JJ 631m ITOA 930 17&0 146 17a0 1118 170.0 880 1502 1160 186.8 073 1S1A 1150 165.0 914 118.8 1180 1419 688 106.1 1180 134.2 988 STA 060 128.0 871 76.1 4160 1282 870 88.7 1150 1282 870 � 3 B18 651a 110.0 87d 170.0 788 162.4 1018 144.0 881 1301 1018 146.8 804 1448 1068 133.1 680 f01A 1018 1234 039 01.4 1068 11&8 6510 702 1044 109.4 021 05.3 IM 1062 818 87.1 1046 1442 :3 749 :g 7270 fa.8 147,8 781 177.0 880 120.0 748 t00A 880 110.0 734 Be.* 080 100.0 722 702 880 924 712 70.4 800 882 703 58.7 880 192 SU 60.3 880 70.8 688 44.0 OW 78.4 BSB 780 11&7 780 12&1 690 99.8 780 10&4 878 8516 790 9&S 063 74.8 790 83.9 862 S&S 780 748 643 69.0 790 71.7 SW 4&9 780 W.1 024 42.6 780 91.1 018 37.4 700 81.6 817 � � �-• �Y 7870 110.8 760 H&6 887 928 760 9&1 8N 7&1 780 864 632 892 760 77.1 621 824 760 704 812 K.4 TBO �.7 806 482 760 BB.4 6'84 394 760 882 688 360 760 68.8 688 a j p7 p 90b T2f 083 74A 500 80.1 ga3 MS 401 666 503 648 463 40.1 583 48.9 475 49.1 883 444 40 3&1 563 40.9 45d 304 680 362 444 28.8 685 933 440 726 883 31.8 442 m _G O�V3 � w o0. 8870 694 0.8 81.1 443 48.6 488 6fA 436 %4095 427 37.1 495 394 421 851.0 410 38.1 415 20.7 486 332 409 244 408 28.1 400 212 166 2&8 M1&8 4� 264 380 i06 47.7 384 424 383 34.8 381 SSA 348 5142 29.1 384 274 5137 232 981 24.0 443 . 3Bl 230 5178 574 301 10J 921 14.8 391 iTA 916Y39.4 370 382 335 329 370 33.6 330 328 24.0 370 26.3 320 21.4 370 224 318 14219.0 870 f8.fb344 SO 304 269 26.3 N7 294 264 280 t8.0 347 104 278 1&8 317 174 278 d Q 4 444- 178 220 17.8 203 vV.t T LE 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: Ann otlor TBbts F%W cw Pr mew (Op-)X(ANCHOR CAP,,,,,,- ANCHOR CAp.� E BaSet•te: 2.78 camree SA3 os•. Ftolaw `MULLION CAP.,,-,,:/fl 6ft8•Eko 7!4.98 F1eo 6718•Emo 774.99 om 010 StM 012 Steel 012 Sleet Ana19wC5PP9tteme AndOtTYPe SItB Obet11m44n VOEW 18 ewn 9lt8 EmoUitracon vYtbalOha4m �etMtm Wacon A 84�v0151 Bamw(o3) 9aet M) USE THISFORMIRATOOBTAINTHE'ANCHOR EaOe Otet4ttea tbY r 2.777 r z.ue 3•v8' r 2.1/2' r 2•t7Y T 3-778• 7 0.45 9.66' 00.24• CAPACITY REQUIRED'CORRESPONDING TO AN Em3Nmmt(bY tax• 1.944 7.9x' 1.3x• 7 bI 1.7x• t-v4• /•tx' /.y6• ta+4• 7 1.3x5 t.3r9• 1e11ea ACTUAL PRESSURE REQUIREMENT FOR THE 2 �6't&n.0..!(� 6AaptewDs7 .11 880®0. 4 1s 090 t 770 as the Mage 3741e 720 965 347706 4427 M OPENING,(FROMWHEN T ETABL TABLETHAN) SELECTED 4 Arohae 9b•68e.O.c.f(992i5Arytm CPpat IW2Y 76013 78013 T900- 157olb9 2528 be 6/01e 59010 WA tune 746WS -Wft 7892 the 887 to 88618e 112019 CAPACMULLION. WILL YIELD AITY(FROM THE TABLE)OF THE SELECTED ?24 ANCHOR 6AnOm Z11'VA 0.0.7 20.6 tire!M. 112919 11200- 878•s 89- 22S4thII ILA 04015 NIA 10 99 Me WA 13201s WA 102201s 732715 188910. CAPACHYIWFSICH MAYEMINIMUM I/3ED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT RRVLSED as cm901YGf6 wilh*A flo" FIGURE 1: Build410 Code TABLE NOTES: AcaaptaShq Nb 16- 18�o2J 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, yfeel a lie SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. e M' IhdaPmdlfat FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,f f. 1 t t t t I I/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR MOT bIBAENSIONS,SEE SHEETS 21-23. .525' • • o • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DUAENSIONRL RESTRICTIONS SHOWN ON SHEETS 21-23. -30'- :,•hti•;'�1�Et•!S '• I FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 1 9ff105 3260' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED / tQa ~' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED J!. : !L e o • s YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 9083 T5 AND BE A MINIMUM OF.12b' 771/7 �jj gk �f/ � f I l THICK.STEEL STUDS TO BE A MINIMUM 00..077E 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30°BAY ( ' : `•f� '• STATG 1` LEAST.126•THICK AND A39.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18A S.S.OR 410 S.S. MULLION {�.C',''•• I.OR70P•'•0.0;; ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.A.L141VN MIL'L'g�,P.E.P. FL P.E.#68705 see 0 0 Ilk *00 • • • • • s ••• • • • • ••• TABLE IBA • • • • • • •• 0 151uMNn0 @ TabN qowl1lgYlfNith �IfAmo-)•r to IntAbt.J•601n BOB 7081 saki Win 103111 • w • •140111 MON718071100@. fief ftdmww130p7q. tmetuWa< TwplTdm•. Rea<wqul•' UeWTdpp. Reefa0IIU0t > R�77d•q• itepPldttg. 7001•.2.11• Tr4tlTAer.• aid 011 3.18"48 Lwft twAm Lee•q Loe�V lmAng ►0eQn2 LOe.dp 1 .18 Laa•fl0 t0mdm LoeStt@ laedt@ loslnB lee T1807110011. LOWnp IAa�mB laaQOB SAY WJ� � � a hfill, � 11111 ' a • i • � 1 fill II ] III it itit zn 4210. i70A 870 17Q0 4� 170.0 7M 170.0 478 1704 885 17DA 608 170.0 @82 170.0 619 170.0 Itis 170.0 821 170.0 1214 170.0 611 170.0 1 .0 1735 iTOA 1�1 180.3 9871 4700 821 J lU 4814 170.0 708 170.0 624 170.0 660 170.0 604 170.0 032 170.0 060 170.0 1193 170.0 981 -t70.0 127b 17DA 877 170.0 1417 17Q0 66D 183.7 1837 170.0 860 1403 1837 170.0 BW 7228 1637 17x0 BW g SD to 170.0 747 170.0 baa 170.0 803 17@3 031 170.0 10{8 170.0 @114 170.0 IMS 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 766 147.1 1852 170.0 768 1241 1� 170.8 766 110.4 4452 170.0 769 Ul Q 5410 1TOA 707 MO 612[170.0 W8 POA 891 170.0 11M 170.0 ?64 170.0 1276 170.0 603 17a0 1434 170.0 837 5682 1456 17x0 ON 129.3 1456 170.0 801 110.0 1455 170.0 801 97.0 1469 170.0 881 m r^ 80L 170.0 BW 170.0 701 1083 170.0 707 170.0 1248 170.0 078 167.1 1303 570.0 944 103.7 1308 170.0 889 126.7 INS 183.6 e@4 101.8 1808 487.1 982 03.8 1309 167.1 9e2 763 150@ 167.1 w Bain 170.0 090 170.0 745 1118 170.0 860 1820 1247 170.0 940 142.6 78.07 1843 963 128.7 1247 1520 903 114.0 1247 1M-3 952 WA 1247 5382 988 81.4 1247[71' 986 71.9 1247 195.7 935 88111 170.8 Ori 170.0 TM /tis 06.0 903 i46A 1100 183.7 086 12x9 1100 147.0 945 115.0 1190 13ILS M 1033 I= 121.4 014 00.6 1100 1493 803 742 t1W 803 04.0 11@0 170.1BW161.8 1010 10.8 877 1010 1443 8W 1164 MM 1272 842 101.0 1010 114.7 628 893 1010 105A 81T aa6 1010 03.9 60'7 67.3 1030 110.8 705 57.7IMO79050M10 87.7 7Mz761. 137A ON i4SA 7112 BOB 122.0 778 88.1 900 107.7 781 W.B 008 88.2 748 76.3 006 66.2 795 68.7 ADB 823 720 67.3 WB 74.7 715 4&1 008 710 42.0i98 38.67814 127.1 881 132.6 764 0 1425 TX @OA 881 M3 726 78.4 681 683 713 70.8 801 813 700 89.8 681 7bA 8@4 630 881 60.1 881 463 881 876 337 BBt 837 872WY. 03.7 815 85,4 1474 546 721 681 60.1 Miall, 854 51.7 618 50.1 016 460 •M 03.9 637 41.4 1148 47.0 310 343 048 MA 818 293 848 811 263 846 91.8 607 F, C 0814 682 586 70.1 503 66.8 688 60.1 403 437 50 61A 491 a26 6116 463 403 373 686 41.4 478 34.1 666 30.1 470 28.4 6116 393 460 24.5 8811 30.5 4S 21.5 506 21.7 MT Q, 10810. 473 418 111.9 405 98.8 403 412 399 342 448 98.7 J99 28.0 414 31.7 38/ 28.6 449 283 382 23.9 403 03.1 377 20.0 449 22J 388 17.1 IM ?1..4 381 16.D 449 183 368 LTJ � Y J2 111. N.i 428 46.0 363 403 373 970 31.6 425 92.6 378 273 428 2@.1 337 24.6 426 282 382 22.1 425 24.0 3% 11.4 403 20J 380 163 4214 10.8 949 Q� O 1200. 34.0 384 36.6 331 20.1 304 28.8 320 243 384 25.8 924 21.8 361 228 917 10.4 986 203 313 17.5 304 10.7 303 tis In 2112 363 20.4 Zia 18.8 234 17.1 Y30 TABLE 188 ANCHOR CAPACITY ADJUSTMENT FORMULA: � AnOb•rCA T•b18ANCHOR CAP.,,e,,,,, 8ueetrma: 2 e 33kcanc. os F0e•gk91 TYio00 mm (DP_) }®ANCFOR CAP.,,, Anchorirye: 3117 Eko.dhoti. 114 Floc tw"m 5 Ek snr Eko tomon 144•Elm 1886o0nSa 7O-Eko 114•SS Ek0 @M s7ee1 a1z aleeF 612 sled MULLON CAP.,,s.., AtiWMr C9p Patt@r9• 1,13mao A00re0e1a7 saw•(057 sores( ett00r(O6) USE HIS FORMULA IRE TO OBTAIN THE"ANCHOR Eye dzetanwa d r II 172 r 2112 sub r z-t? r 2 t? r 3 W r 1140. aha 6324 CAPACITY REQUIRED'CORRESPONDING 70 AN Emneammton .as 1914 t-314 I4W r t.,ra I.1N• t•ua t•U4 t•tAr it7a r taxa 1s9 tensa ACTUAL PRESSURES LOWER THANENT FOR THE 2 home r 0.0.7(2)ai6Ar�0 f¢q-1k 303as 0.8 M -11F9, 27000. flq 954 roe 7401 314•e .s 808 901®6 8• 103 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 ArAMM 3.T Min.0.01 t(2)aca Am�eC6psl(Pop.2k I" 7W®t mms M70b6 2826x6 6101bs hBDWs 783 1t20t0s 74810s 800as SW2Iha 8D2 the 865 a5 1120 t1q CAPACITY(FROM THE TABLE).IT WILL YIELD A MUMA ANCHOR ED BArwro18 27r 144..D.0.] 2x8 CB➢s l .SY 112D M 4120 a6 E. r146. ?234 ba 193 BM- 703 1659tH WA 13200.0. NIA 1022810 132705 �� ACITY WHICH MAY BE USED TO QUALLFY ADDITIONAL ANCHOR OPTIONS FROM HE ANCHOR CAPACITY TABLE. PRODUCT REVISM3 es can1017I06 tvm am Flerldu FIGURE 1: nuttml8mg Code TABLE NOTES: AEttP18 o674U lf'o•o218.og 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 0.x Indian Date ZOZ) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 13 Pm4.ct FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL.LENGTHS AND/OR OPENING NNDTI4S IS ALLOWABLE. 3)MULLION AND HOLES TO BE GRILLED IN HE FIELD FOLLOWING DIMEULLION CLIPS SHOWN ARE NOT To NSIONAL RESTRICTIONSLE.FOR E DIMSHOWN Chi SHEETS 21-23. .1214'QRAY SIONS,SEE SHEETS 21-2& .•�FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.4)SUBSTRATESCONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS.HOLLOW AND GROUT FILL®FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-10.WOOD SHALL BE PRESS(-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 806375 AND BE A MINIMUM OF.126' �,/I; nTHICK STEELSTUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUG4 STRUCTURAL.STEEL TO BEAT � 6 rum.- OFLEAST.1214'THICK AND 338.ALL ANCHORS MTO METAL SHALL EXTEND ATLEAST3 SCREW TF83EADS BEYOND F� ' 0.l THE MATERIAL.0108#12 ANCHORS WOWOOD MAY BESTEEL,1"B.S.OR410S.S. �/� ' L1V?;,•'�ry•,` FSS' (......• V�t,t ANGLE CLIP(FIGURES 1-3)MUST BE USED W PAIRS. A.11StIJ I {. t` A.LYN,I (.ER,Y.E. FL P.E.#58705 . . ... . . . ••.• .. .. . . . .. .. . . . . . . . . . . . . ... . . . . ... . . _ '1 1'0w � � 1'000' 1. ••• • •.• ••• •• moi{}�146s' •w 988° i i •i i • •• ••• • i i til .128' cf. 4 .Der 0 000 1 4.000' I .126'STANDARD CIDP ALUK 2.,28 2.�' 2106 ANGLE CUP 4.000' 4.500' 2.828 • • TS ALUM. •XS�i ••• • I 5003-T8 ALUM. �ECTION .126' 128 128 .128 • I •• • • 5�0• • 1 %SECTIO!! N 8m N 031• •• • • ••• • • ••vs.7i•• w CENTER OF ANCHOR HOLE�MUST TLIE WITHW THE ..9 DASHED BOUNDARY.SEE MNU 6.20 FOR THE 375' 'tom 375' ANCHOR O.C.DISTANCE.bW MUMMf= m ow -- --1• HOLE DIAMETER:ANCHOR DIAMETER�'U18'- IX4'X.126� 1"X4'X.376" 1'X4X.376 i -- -5.500"- -- 5.0o'- 375• O t9 j MULLION MULLION 'T-MULUON CUTHERETO 375` --`_ MIN. N -1 8083-TS ALUM, 5083-TO ALUM. 5083.76 ALUM. .37W 3.125"_.----1_CREATE FLIP.SEE z O X-5EC7,ON X-SECTION X-SECTION Mme.---^^^111 DETAIL F.SHEET 4 �, 1 L 376' W 1.2150' r -_--_, r-_.. ____� CENSER OF j--- I MIN. a O I 1 1 1 ANCHOR HOLE 1 d -1.250" 1.250"-- � i I i i I MUSTLTHE BHED IN 1 i U t I 1 F BOUNDARY.SEE I 1 ! 1 SHEETS 5.20 FORqf E ---- E a 1-._`-+ _-- - - 7t ANCNORO.C. 7 j1c r i i f i p DISTANCE I y Z d 3. I 1 I I MAXIMUM I 1 µf O 3.260' 3.250" I i i ANCHOR HOLE j !Y N� I DIAMETER I I } I 1 1 ANCHOR L--------- ---------� O .,Op• .100" .100" �___ .___..� I 1-_---__-j DIAMETER+tfl('. Q j 2X6ANGLECUP Sc. .100" �4+ .624` rC STANDARD CLIP "LIP 8083-T8 ALUM. a a B063•TOALUM. 4063•TOALL" TOPVIEW "t --c -) •-�- CENTER OF ANCHOR HOLE MUST UE TOPVIEW TOPVIEW --9.820'F-- 1 --4.820'1-- --i.820"I-- WITHIN THE DASHED BOUNDARY.SEE TABLE C W TABLE C,CONT. 1.26 X 3.26 X.100' 126 2V X 325'%.824' 1.26"X 3.84"X.O24' SHEETS 6.20 FOR THE ANCHOR O.C. MULLION MULLION MULLION X DISTANCE.MAXIMUM ANCHOR HOLE ob"nWon Volvo n)par M08ion.' INmenMOP V&IUS pn) 111131110111For111131110111 OOOfrTS ALUM. 800fr75AWM. 80�T5 ALUM. DIAMETER ANCHOR DUMIETER+V18'. X3 X-SECTION XSECTION X-SECTION 1.000 128" O SW X.824' H 2fi50 Alwn?rum H i.438 AkMft It SAW . I T 260 Tube Mum" T�- F 2826126'X2.881" 128 .376'. 375" F 9., Y3X76'X O 1.928.126 877" MfN. f G 0. 7 �ij 2.430 WOW H ,.600 AiwNmim •;�{H,.UCTREYISBD 1.377' i - 3000 Tube I 3.260 Tobe Nk fOon ;a wmFtying wftb"FkwI& 1 --- --- 1 I F 2250 1.28x3.25' F a. 30° Mu6 DuddingUode 16'f>7i$.03 I i I I 1 mi Cold G o. x.,00' F 2. 5 as•Be MW "` �y J .126' I .f2S' 45•-7- 2.260° i i ' i I H 3.280 fltbe M+Oian By 30°y- I i I i H I DedeFrodua I 1 1 I TABLE O 3.260'48 BAYMEfU.ION I 3260' - 1 POTPertg 30°BAY MULLION 6083-TB ALUM. MUII DUnePt9on 8083•T6ALUM. 1 %•SECTION l�OIW Muni*" SM.CtIp offee9ol,p U44Ip APBIe Opp \�',O,.•• •.,fj �� \CENSE %•SECTION I L I 1'X4 X.126(10) [3$984 606911M 6801122M 6M1M 066858M `: •'•,iY 1 p OFFSET CLIP Y x4 X.376•(11) 88Of0 W112M 888f,29M 068242M 588618M n �i5105 .128 6003•Te ALUM. i l0.• -• 228' -.s�1"-{r .228" 4..981"-4 740' TOPVIEW 1'%4X9787(11) 88 3 868112M BS81t23M 8i , S SBM _ Ll - 126'X925%.100'(f3) 20180 868f127M 8881124M 8662410M 1f6M :•�• p. { W NOTES: 1.26'X3.2$'X.824(14) 26151 $84,528M M1125M 488?6t1M 6685118E6 `.O'., _ o, �f� •,e�/- 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 126%3.94•X.424(1111 20102 888111TH 5869128A, 88824tH 888617M '-�(� S FLUtAO?<iyG 2)SEE SHEETS S-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Daprea(18) 88869 WA WAttrA 46Mm •••••- 46 ice) OBBSD NIA NfA NIA 888.1',11M 3)SEE SHEETS 2.4 FOR GENERAL.INSTALLATION METHODS. FL P.E.#58705 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE E • • • • • •• MUD Dimendon PGT Part III r i i i • • 000 0 ••• •£0 i• �^ (sheet 0) Mullion Std.Clip U•Cilp AngW GIP r-.125' 0 0 :0: •: •• • • :I f»012 5 •-1 h.126' Ai � r Xr X.28(16) 88802 S88281M 888271M 8886112M LGZ�8�3-TISALWUM., • ••• • •• • e) rX8'X.25'(17) 88804 sam2M 888272M emil3M I V-CLgr 2X6 ANGLE CLIP a-TBALUM. X3-TOALUIA OTbN 2.128" X• CTIW1 20DVNOTES •• 128' iD1)HOLES TO SE DRU M IN THE FIELD FOLLOWINGI ••• • • • I -•�12S" DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. • • • • • • Ti. LLL 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXUNATE ••• • • ••• • -aI11Igp"--�r HOLE LOCATIONS. ...1.480' 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -&WV L N GITHERETO -----SAW -- 376' LU � Q 2.800"- 3.500' CfWATEF•CLIP. (375' I�--- MIN. m Z .33755. _ i SERF-ET TAIL F. MIN. �' -.378' 1 R Q 4.000' - -�-- -- --•--i- 3.436' q----+ 3.433' r X 4"X26' I MULLION I I 3.433" 8083•TBALUM. j i I ` .375' N Z X-SECTION I I I 1 L----------- - ----------� MIN. W 0 �- STANDARD CLIP U-CLOP,8083.78 ALUM. 2X6 ANGLE CLIP Q -- CENTER OF ANCHOR HOLE MUST LIE 8063-TB ALUM. SED FOR 2'X 4'MULLION,SHEET 18 CENTER OF ANCHOR HOLE MUST LEE 6pTOPVt W p. 2b0' WITFIINTHE DASHED BOUNDARY.SEE TOPVIEW WRHM'M20 FOR THEASHED ANCHOR OL. TOPVIEYV SHEETS 5.28 FOR THE ANCHOR O.C. TOPV�W SETS 5.20 FOR THE ANCHOR O.C. .� 436 CHOR HOLE CENTER OF ANCHOR HOLE MUST LIE ----DIsTANCE.MAXIMUM ANCHOR HOLE METER+1118'. WITHIN THE DASHED BOUNDARY.SFE DIAMETER:ANCHOR DIAMETER+1118'. SHEETS 6.20 FOR THE ANCHOR O.C. 5•r�p0.._......._. DISTANCE.MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER:ANCHOR DIAMETER+1118'. 5.008" CFATEF.376' I .376" y Ilff 376'MIN. _SEE DETAE.F. MIN. C �._... _ MW. 8HMT4 37b' 1 1 I i i I �e:GOUCTREVISDD I ` 1 Cnde j ua tw*ylry withow[lwidt AeceWidpa aNelb-0x110 03 I i E 'mlma Tule QQSt! I i I BY -I---.. --i M I .260'- 8.060 I T- ----•j 4.638" 5.438' I I 5.438 I I �t W I I 1 I I � \��.'•t}DENSE '.;c•'F' ;- 2'X8'X25' MULLION i I I I i No,58715 •.•7c J_ 8083.78 ALUM. .375' -- *SECTIONI I I I --� MIN. 't}'. (Il .•(t':' I - L. ----.-•.__--____- t ------------ Li r• ;',,<_!!c - U-CLIP 2X6 ANGLE CUP ;�i4', iaC9:. 9TANDARO CUP 8063-T8 ALUM. ,�i•SAO I 3063.78 ALUM. 8083-TBALUM. �I� 11, TOP VIEW USED FOR 2'X 8'MULLION MEET 17 t TDPwEw TGPVIEw A.LYIJN�N'IILIER P.E. FL P.E.#68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ET 25,THE COLUMN USING EXAMPLE 1 SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD CV ALL FOUR ODES.THE WINDOW FRAME DEPTH IS 2-V4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50Af-50A PSF. NOANptIXiS IN I&AD RECTANGULAR LOADING THAT A GMUST'VMD T11Ti��Sj��j��SU�t�tW TJ>M�LEESSVOR LWN LENAG"ISA/AULLWN TfWdS AT LEW THE WINDOW FRAME DEPTH OF 2-1/0 AND WI7rWTW OPENING WIDTH 19 3r+32+1---W'.REFERENCING LLEMEET OR EXCEED THE REQUIRED �..� RECTANGULAR LOADINII MUST BE lJ �^�iF DOE84p&_.'i'�EXACT KfE,t�WE NEXT LARGER SIZE AVAILABLE. DESIGN PRESSURE OF+80.O/A0A PS��jjj��jj IF ... MTH-9n MEETS X 5` .375"MULLION(L�P�%=71%OPENIN(4 THE DEPTH REQUIRED,HOWEVER THE DES"PRESSURE IS+1.58.3 PSF AND WOULD 8m FROM TABLE 3A,SHEET 7,THE VX 2.78 Y4 FHREBTRATKMF DETAILS. NOT BE SUITABLE FOR THIS APPLICATION- r<' SH2EEM FROM TABLE 4A,SHEET 8,THE P X 2.75°X..��QQ MULLION(LENGTH=7Y.OPENING WIDTH=701)HAS ADESIGN PRESSURE OF+1.7L7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPydLTNO 6N009E"ANCHORCAPA0W6REOUY%D OF 838 LBS• MULLION2)USE TABl.E4BTOflND7HEANCHOR TYP�,/W QU •ey��._AL.IPQMPEREQWREDFORTHEWOWSUBSTRATE.BOTHTHE STANDARD CLIPWITH(4)#12ANCHORSANDTHE2X5 N 4` Q ANGLE CLIPS WITH{4)#12 ANCHORS HAVE A�APC1T � SyS ` jEIT ONCOULD BE USED.Thi STANDARD CLIP IS EASIER O INSTALL. ��'' ONS OR ENESTRATION s18B:T8 3)VERtFY THE TO THE DESIGNOVERAL ASSEM PRESSURE OF FY.FTHEINA DESIGN SEEATII N P;ODU&S IISELfAfd TffMULUoN SYSTEM.THE LOWER DESIGN PRESSURE,OFRE REQUIRES THAT THE SOTH THE MULLION AND FENESTRATION PRODUCT BE.INS TALLED IALLED II ACCORDANCE WITH 7HC73,WILL ? a w 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION pRppL)CTS70 MULLION- W O Y IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+!•80.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR SURE OrYOPSF: 9 F 838 LBS.ALTERNATIVELY' N NO ANCHORa uu N6NDOW� THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE AN CAPACITY REC4RRE0 FOR THE EXACT DESIGN PRESSURE OF 80 ...32•�_--yh —3Y �I -MULL W M (80 PSF)X 838 LBS)=524.9 LBS (MAYBE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 48) Z $ g - OPE•$N9 WIDTH- 7L7 PSF �_ $ _ ... -- DEPTH IS 2.38'.THE OPENING REQUIRES A 2 THE BUILDING SUBSTRATE IS KNOWN TO SE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DESIGN PRESSURE OF+50AL55.0 PSF. a FORTHEVERTICALMULLI2 }• o 1)INITIALLY ASSUMING THAT A 1'NIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 32'+72"+-•105"AND THE OPENING WIDTH IS 38'*38'+1'=7S'.REFERENCIXi SHEET y o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.311E AND WILL d MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+=01-Wo PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2:MULTIPLE MULLIONS FROM TABLE 3A,SHEET 7,THE 1•X 2.76'X.376'MULLION(LENGTH=108',OPENING WIDTH=80h MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.18.1 PSF Q MULL WIOTH- AND WOULD NOT BE SUITABLE FOR THIS APPI•ICATION. a . .. FROM TABLE 12A.SHEET 18.THE 2'X 4'X 280"MULLION(LENGTH=108'.OPENING WIDTH•8W)NASA DESIGN PRESSURE OF+W-7 PSF WHICH EXCEEDS THE REQUIREMENTS .� SEEFOR THE OPENING AND MAY ITE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED QF 971 LBS. Sf8 DETAB3, az' WIDTH IS FeFENESTRATIONcSranTIoN SHEETS CAUSE R IS NOW KNOWN THAT THE MULLION WILL.ADD 2•TO THE WIDTH OF THE MULLED UNIT. ADJUSTED OPENINti 38'+36'+2'=74'.NOT 73`AS PREVIOUSI. PNESTRAT 2.3 DESIGN PRESSURE IS STI!APPLICABLE FOR THE ADJUSTED OPENING,ALTERNATIVELY, ASSUMED.VERIFY THAT THE THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIJENSM(35.112'+36.1!2'+2'=73ry. &lp TYPE D FOR THE CONCRETE SUBSTRATE.IN_ POURED 22)USE ECRTABLE BLEiIEA0 TO AND BIANCHOR TYPE,ANCHOR QUANTITY AND C LL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED�WITHIN THE O%CARE MUST 6E TAKEN O MAINTAIN THEFASTENERS,ASSUME EEDGE DISTANCE. t AND VERfWILL- -- - USING THE STANDARD CLIP WITH(6)3M8'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1060 LBS WHICH IS GREATER, *� '.�BEE BEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY Of 871 USS. & DETAILS, DETAILE, FOR E NS: ANOTHER OPENIN9 SHEE782-3 SHEETS HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4°X 260'MULLION.IN THIS EXAMPLE WE WILL MATtII71EE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY, PRCRDUCT REVISED FOR MULLION TYPE COULD BE CHOSEN. as canaplyins wilt 90 Flaft NUL O L1uINin$Cada Mt}LUOPL t)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32'+72'+2•=108'•REFERENCING SHEET 26,THE COLUMN USING 7RAPEZOIDAUTRIANGULAR LOADING MA Lr•021$•O,� USED.FROM TABLE 12A,SHEET 16,THE 2'X 4-X 250'MULLION(Q LENGTH=42*,OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSf WHICH EXCEEDS THE A � 21 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS' DESEEfA0.3. 2j USE TABLE 128 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE'IN THIS EXAMPLE,SNCE.ASSUME THE CMU JAMBS ARE 8' By W W L 11 t I t I WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X6 ANGLE CUPS WITH Miran Psode� SHEETS LYNN 23 (4)3/18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 8411 LBS WI1Kxi LR GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. HE U-CIAP SHOWS THE L—J"'OPENING 4)EOR THE U-CLIP iN THE HORIZONTAL MLILLON TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 H�12B REQUITEMENTOF 521 L S&THE CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,ANDTHEREFORE SUITABLE.WR THE REQUIRED WIDTH FOR��MULL- UL_ ANCHOR TYPE IS A#12 STEEL SCREW. ' FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: ,;� +1-64.7 PSF FROM THE VERTICAL MULLION; %� fi'tAti E O �V +1-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO CAU: `{� •• +1.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTM MULLION(INTERSECTION). ' '�� •'•.!•LOEttO?•.•"C.�;�� THE LOWEST DESIGN PRESSURE IS+1$4.7 PSF AND WOULD APPLY O ALL OF THE MULLIONS. , ) ` i VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE'OF MULLIONS OR FENESTRATION A.LY MILIIE \P.B. PRODUCTS,WILL APPLY 70 THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE SCTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN FL P.E.#58705 ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. • • ••• • • • ••s • • • • • • • • • • FxeMES OF RECTANGULAR LOADING • • w • . gnM ES OF TRAPEZO@AI.RRIANGULAR LOADING, • i • i • w • i •.• • •i • – —t---r-i • t3 *sow D PW PW I lie PW �" d - I I / / , 1 •• &aml sH+DH stUINJ sruDrt SWOH 1 ••• • • • m cn LOADING OF VERTICAL MULLIONLOADING OF VERTICAL MULLION 1 % J SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED 1 -.. DOOR I SGO I -- LOADING OF VERTICAL MULLION PW LOADING OF HORIZONTAL LOADINGOF HORIZONTAL MULLION `� d• 1 c PW c PW PW (7Z PW Z / t )- SHIDH SH/DDH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1I! a PWPW F� HR I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF IZOMAL ON - I —_ I NOTES HMD t !;;?GAUCT RBVISI� DOORPW - -..... ncomplyingwllhYmPtadda ... PW --- 1 1)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL P, I. na O•ao No 03 -- ---_ PW CONFIGURATIONS. a re t CONFIGURATIONS NOT SHOWN PW MAY BE EXTRAPOLATED FROM nj� THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT /l 1 8E DETERMINED.USE ��(Ii.•�S:6tJ;F `��p��, PW RECTANGULAR LOADING. z ,�. I PW PIN 1 3)SEE PRODUCTS'APPROVALFOR No. ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MUiI.ION 1 G-j „U ••CY. PANEL OF HINGED DOOR IS NOTCAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i / I•' ; t� I SOD LOA LOADING OF HORIZONTAL RIN6 OF VERTICAL A�LYtaH� Wd•�. LOADING MULLION FL P.E.#68705 '.da Building Code Online http://Roridabuilding.org/pr/pr_app_lst.aspx BCIS Home Log In User Registration Hot Topics ; Submit Surcharge `. Stats&Fads Publications FBC Staff ; BCLS Site Map I Links Search Bushes, Pry e" sI g- a' 1 Product Approval Mer,>Product or Application Search>Application List Search Criteria Refine Search ✓,,; i��ii r^ Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL A Approved for use outside HVHZ ALL Design Pressure Wer ALL ALL Its-App lications Tvoe i"yf Validated By Revision v / Ryan I King r / P.E. -ry r (813) 787-8283 Category:"Exterior Doors Subcategory:Swinging Exterior Door Assemblies ' *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida 5 an AA/EEO employer.,Copyright 2007-2013 State of Florida.::Privacy Statemerrt::Achy Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-man address released in response to a public-records request,do not send electronic mag to this entity.Instead,contact the office by phone or by traditional man.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address ff they have one.The emalts provided maybe used for official communication with the licensee.Howevereman addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the pubic.To determine ff you area licensee corder Chapter 455,F.S.,please dkk,hffe�. 0000 Product Approval Accepts: ••• •••• •••••• •••••• •••• •••••• • am it b4P"CA86'A" •••••• • • • •••• • •• ••••• •••••• •• • • • •• •• •• • •••••• 7/9/2015 9:01 PM ,hda Building Code Online http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv... z yFBI 9- 3:: BCS Home i Lo In User istration Hot To itp 9 �9picsi Subm@Surcharge ; Stats&Facts Publications ( FBC Staff BCS Site Map Links ' Search r � l product Approval USER:Public User !U1f, 1 Product_Awroval Meru>Product or Ppokation Search>Agpiicatbn 11st>AppOratlon DetaB Comments Archived Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsu Itants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Mvpd • Florida Professional Engineer •••••• •• • •• 4Evaluation Report-Hardcopy Recei d • •••••• • • • • • • • Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. •.•• � •• ••••� the Evaluation Report • • Florida License PE-43409 • • •••••• goes* Quality Assurance Entity National Accreditation and Managemerti:ir"U4e • • • Validation Checklist-Hardcopy RecdtJtd • •••• ;*Soo: E X Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 5 7/9/2015 9:02 PM 'rida Building Code Online http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQWtDgv... ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5 Eouiv Equivalency Of Standards.0 Sections from the Code "" • • •6•• 0680•0 •• a •0•• • 0.0.90 0000 8.0080 • •0.000 • • • •0606• Product Approval Method Method 1 Option D 0""6 ;'• '6 ' ' 0000 0.00: •• 00 •0 • • • Date Submitted 04/24/2015 00 00 0 0 000 0 0 0 0 0 0 8.0 6 8 Date Validated 04/26/2015 • 00.000 • 6 Date Pending FBC Approval 04/29/2015 • ' • • • • • Date Approved 06/23/2015 •••0•'•• 0 060 6 • 0 • • • • • • •8900• •• • 000 0 e Summa of Products 0 0 0•• r F zgmNANO- 409 Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210 1 pdf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO;OXO- Fibergiass Door Configurations) Limits of Use Installation Instructions Approved for use in HVH2:Yes FL15210 R5 II Inst 15210.2.pdf Approved for use outside HVH2:Yes Verified By: Lyndon F Schmidt,P.E.43409 i Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any FL15210 RS AE Eval 15210.Z.pdf j additional use limitations,installation instructions and Created by Independent Third Party:Yes I product particulars. 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without I Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVH2:Yes FL15210 R5 II Inst 15210 3 pdf Approved for use outside HVH2:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210 3.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) Fiberglass Door ' –.................._...... --_............ _ ... _..---._.._.._._..._....—...... � 5 7/9/2015 9:02 PM ." Consultants, PA Box 2 V@lata ,FL33595 l]&09 ]97 MOtift MOSFWa EnStams Cadf[CM of AWhadatka 941,1 0000 KAI- . . 0000 0000.. .. 0000 00.00. 0000 0000.. • vr,%' •0066• ___ .. .�•. • •• 00000 RW Building Conwitiuft and L. _ F,Uhm idt P,'S.do not have Mr WM ... finmw Awrea 0,6:60 0 in t t ItOfWw' or distributing the product or in •••'•• • •..•�. P tt ,qj apprOV4 Proem of dw product named in dw accompanying . a Product rqVtqrA, . . ..6 6 0• 0000.. • • . . . 0000.. • 00 0 Lywion F.Schraiik P-E, LN jj:0000 A96 l 1. 1 R W BuildingConsultants, Inc. Consulting and Engineering Services for the Building Indusuy FlDrWa Bowd OfPMfMkMd F41OXIS Ctldfl=of Auffiadzadcm No.9913 Apcil 201 5 .•.. ToWhomft May_ . • • 0000 0000.. .. 0000 . 0000.. 0000 000.. 0000.. :0000:, 000000 0 0 :0000: 0000 • •. •••0• 0000• • • • • . •• •• •• • 0000•• 00 . • 00 . y �gy� AMM 11 • • Tho pradmu ro&mmodthis „pt .v ain a with -Q 635-41.0 been fined a F. midi i�+P.P. Building its,I= ;•, :*Goo: equivalent to AM D 63546,vAleb is the reference standard and year that $ ttlon (2014)Fkrida Building Code. in this Prod=Approval Iw4e bm ftsted an accordwwe with ASTM 13 84-05, It has been determined bo Lyndon F.Schmidt P.E.and RW BuildingConsultants hm.that Aga S is equivalent to ASTM E 84which is the reference standard and year tint has been adopted bry the 51�Edition 14)Florida 1n ASTM Ia� t The pmducts wfewnced In Is Product ApproW have been tested in accordance with AM 0 26-95, It has been determined by Lyndon F.Schmidt P1,wid RW Building Consul ,Inc.bat ASTM 2&95 is equivalwa155-0*which is the rererence.sauidard and yvar that has been adopwl by the P Ed-Wna(201 Florida Building Code, Lyndon F. Schmidt,RE mU L No.43409 CSA No,9813 . . ... . . . ... .. .. . . . .. .. . • . . . . . . . . . . . ... . . . . ... 00 ,`4t�<.. ` � � ,�, , • • • �� `� rim 5200 W. CENTURY BLVD. LOS ANGELES, Wit' - •• ••• •• `��,}-'�...». �� • • • • • • .. ...... ttt � its t� Smooth/Wood C• •, MW door#Grain Sere 0 IMMIN , 2, shy b�ffi ffi vn cel defa�s. t fay � ' dW be beyond wall or stucco. sn � w ., 4. When und In arew ovWde of the*HvHrmqAbv wind bwe deb* " Sectlon 16W.1.2 of 2tf4 FOC and not Cir! t ft product rt wt mWo 13 and includes Whd Zone 4 as in ASTM E 1496 and Secft 160.1.2,2 of the Fac. t S. for besfud c0MftCfbn,OnV909 01shaft be tate someas the stown farlac buck ma yconskuctloy d - n. d. SW condfim that deviate horn the detaft of tM dmv&V requke fl her&VhumMg analy*by a ocensed ° r� arctdf�t. 7 ofttcoftnallom do not In non4mb0obte arm vt ha protocted byan o betwwn the edge of conopy or to sip Is Ims than 45 degweL P"OFCOMMM t f9ftt F 37. tqt tkSWltdC• z p�r,Q (} ce+sc:a2/16/12 i 4 _vedwCM8 rd tf2 flQ° €: N.T.S. v 7 c u 9rac esf5 - � � ��.a-.r �_� .. �.: �"`�',�• o•asrsc rte._ z 4 6 artrl See stmt 2 for taordw n ck to pressun FL-15210A t "- 0 ...,,._.,,A,,,.. oaf 3 n* 9 • . . ... . . . ... .. .. . . . .. .. . • . . . . . . . . . . . ... . . . . ... T• • • • • • •• • 2V • • ••• • • • • • skti 0*0 • ' ,•+ • 4. G. i' • • • • • • •• • cf- CAPOW) HBtGE STBE}L LATCH STB E JLVQ TOP RAIL CAP(PVC) d OMP4 b m t HopjICtAR,f6,l.CRASS SEG7tCiAf � M 13 WMWR yr 3 e i:: �•a � EfItERAR �, T FOAMDARE�. as1 @ IPCLYIR3Et1tANP ; .. 1,9 P4'.f fid.} SEE HAROWARETABLE x aa\ La iW p e SWEREHARIriNARE TABLE }0.17b"M9N.TIiK.f "--..� • .'� � W d @ NOWMIMUROMM'UWUM 5"dmts S and d Pai mMlxW bekd•!alL ?v 02116,112 WALL N.T.S. mm ar: JK • ��. .wt QTS 2 MUM Wz . •• •• • • • •• •• • • • ••• • • • • ••• • i i i•i • 4 4• • • •• EY.I1' 4 • • • r y $ • • • • • ki • ••• • 6 y Ile 2 1 C0 00 w • • •4 • 1 • • • • �<<1t11 list A • 0. WTERIOR a $U 410 0 A. tt 11 2 1 ( E B 4 4 4 r3-",Ni? 2iNJAt BHOW 2 1 ' cvJ ixsab4urcic 0.15" esm e j IWERIOR 44 ` o 40 ® mm a t1 r E7fTR1C3R EXTtIO.R tom: N.T.S. § �'•l E r•s W JK m t 1 N l 2-'\HOJUOMM CRM SLCMN cm W LF5 1•t14"M�`i. I 8 S�rfix��owr�..tr � - -I m�4as��., � EW,PYP.J r 3 ax 9 10Y. 4T • • . • . . .. . , • \ R......s..� bn • . � . . . • R d d .0 ' yy I a gg �A • •• ��,, � e� � �,F,, a �2 _ rr�'''w ...N � �`�� ddb "Its list, At 40 1 2INTMR a° 7 1 3 © EmVQidR INTERIM r2"\ v�RrrGuc�ausE E7(TERIOR INTERIOR 4 Stnnvrtdxbuck a � � } EXTERIOR INTE OR ;h d L 9 EXTERIOR �R (4 R 9d dd W 4 e a" dR v d � 30 31 32 33 34 40 ` 4 Stsoswe,w AD` n `W 8 _ v ? < E 3 p a R D a s o a a 4 � a o 02 16112 £ 3 VBMGAL GROSS SEG# ($1}VEJUXAL CROSS SEMN aw,Of, JK 4 ktsufi�tx cam.W1. LF$ FL-15210.1 `= :0-0: . . . :000: • . • ... • . • • •.. . • • • .:0 Nk • • • ••• ••• •0 •.. w`�� • • •.: •. • • • • • d y ,sj • . • . • • . P T wS.l . • .•• • ••• . ti •• • • • •• ••. •. • • • • • •• • • ��SSS 7c .• . • . • . •.. •• IXB" I RIvr ^row ax BUCK Ix Bua t e, Ir r_ 21 WCIREM lx a= N 8 2Lu a in s 4�2 � 0 w Dam:02116112 ° p� �sau_^«.. .:�"� twaAA�fANSP�EADAOJ.TS�CEFiIITE Dfea�D�r.ND.: a Y01b�t�S'fd�81Y1 F.-152 M.? f .� MANUAL RAISED TONGUE GEAR SYSTEM a . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 001SVII �. . • •.• • •.• • i ITh t tttlliiif"' o 0 00 gal i Uj E v � 6 MUCK Ix IIuac r 9 0' Z 0 was.er; JK • W&FTdWMWM3000SMBME JAW DETAIL c er LF'S 3 PL tock p6 ora.: F'L-45210,1 9- •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• lti�� tt mp,7-7 • • • • • • • • • •• � � s • *0 too lit, SEE HINGE • • TYP."m � ". • • i• •� U JAMBS IX BUCK MASONRY .1� 8 MASONRY� , • � � OPENING _ FRAME _ 2X BUCK 2XBUCK-1 I r V M ADA Slit. " ONLY a •a � & a •Va IX BUCKCH) 28 2X BU r"'NIX BUCK CK L 9 iX BUCK N 4 �,a �;@ �o w 2X BUCK SS — 2J(BUCK 2X BUCK L 11 11 z a TfaPCQN� 1J#' T•IX 1° d• 1 X BUCK m M,02 T$f 12 i _ 58 2X BUCK 9= 11 PTA a 8111 1.116° �' 1«1tr Jdht UTAK P•.Bv: 11'5 a owmw M, a 1, tAi<tk 6 bRPA� Fi-15210.5 " ._. _..as�sfdreart�rdmum5/�odistomao>t"etd CataraCtr,&7"d>a.spolft o1 � wood to mvwo ow Waft of ISHM. arjLro a •• •• • • • •• •• • • • • • • • • • • • a _ • • • • • • • • • •• ,��, ♦�, �. 400 • •• • • • • • • ++rear rtttia� A m a • • •T f�m0 0.•:: 2ND N z e/~eL��1G iilRi'r�HQLO �„'r f• • • • r^�.• 11 �4 w cif PQRP Coluer�ia� �m P��P fr ' } 1h ., ra M 4. Uj 47 _ — -- ! tj t« t "• cs8s� . s c SAr DST- WOMMM f «�- docsaotr�sas saes PE650 m ill 4 Boz ss az � 37 � TNRFSFl�D � 7H�SNtUD aac.g. P_f'S � FL-15210.1 " a • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • •• >> �i� Mt C3F FMATERAlS-=it biscw=N MAIM" 4E• • ••• • • • • • • _ A 1X BUC:K SG rr1�.55 woOo .� B 2)(SUCK SG-0 5s WOOD C1 M MAX.SHIM SPACE - s• • • • •• ••• •• ��ii' ''•« .••p ��*� c D U4"X Wf PF?F HB.COOR ITW CONCRTTE SCREW STS •• i•i i i i i i• •• ��jr+ttt tit* E 3=PSI WN.C TO ACI CONCRETE i i o i i i e• i i 4 i V OR HOLLOW BLOCK CONFORMING TO ASTM C90 •• • • • • • 000 •• G 114'X 3 VC PF H ELCO OR ITW CONCRETE SCREW _ STEEL H 3116'x 3.114"PFH ITW CONCRETE SCREW STEEL Nil 1 114°X 1-314"PFH ELC.O OR ITW CONCRETE SCREW STEEL. E R8 X 2112'PfN WAD SCRE1ht STEEL M +8X1-112 PFFLWOODSCRt STEEL 1 POLY FIBER JAMB COMP./Wm 2 RdCr`8T JOMED PINE FRAME WOOD 7 WEATHERSTR3' FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4'X4"BUTT FBNGE STEL. T I f4 X 3/4PFH WOOD SCREWSim 22 g.BY H STEED, 23 MUL"OINT STRIKE PLATE ftONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT PRIKE PLATE ONGt ST 27 LATCH STRIKE PLATE STEEL LT PLATE STEEL 29 ADA THRESHOLD ALUM & 30 OLTISWING THRESHOLD AUAVWO7D 31 CSi MWINGTHRESHOLD ALUM/WOOD 32 OV SWING THRESHOLD ALUMIWOOD 33 OUISWING THRESHOLD ALUMICOMIF 34 OUTSWING THRESHOLD 36 fl ALUMICOMP 37 LNSWINGTHRESMOLD ALUM/WOOD 38 1N5WM THRESHOLDAL 4L} MOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 #10X 1-T12"PFM SCREW STEM, F? 57 BACKING PLATE STEEL 12 58 R8 X T PFHH WS STEiB 60 MUCTI•POINTSTRIKE PLATE STEEL _ 62 LOCK JtiSSBABLY STEEL MT.s. . m.ut, �� m ..4w: LFs , FL-152tO.t N a r gra MIAMP[ ►DE MMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 1 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidRde.gov/economy 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(AM. 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 duality 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: s "P.-AW_ Av APPROVAL DOCUMENT: Drawing No.MD-720820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P,E.,bearing the Miami-Dade County Product Control Section 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 label with the manufacturer's name or logo,.i`ty, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unlet,pftrwisc,.°.. noted herein. •..• °° • RENEWAL of this NOA shall be considered after a renewal application has beefl'htrand tl1whas beerr•••'• no change in the applicable building code negatively affecting the performance of this product. :....: 00 TERMINATION of this NOA will occur after the expiration date or if there has'f mum revistbif oi;Mange. in the materials, use, and/or manufacture of the product or process.Misuse of this,NQAP as an endorsement 0 of any product,for sales, advertising or any other purposes shall automatically termi6te this POA?failure•••;• to comply with any section of this NOA shall be cause for termination and removat8f VQA. • ADVERTISEMENT: The NOA number preceded by the words Miami-Doe q unty,�ItA, anj followed by the expiration date maybe displayed in advertising literature. If afty.flo4ion of jhe jgOA ii••'•: 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. � d consists of this page 1 and evidence pages E-1 and E-2,as well as approval document1men`tiane"—6— , The submitted documentation was reviewed by Manuel Perez,P.E. i11 DE CiOt TY7Y r/ y 7 116 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets l through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, 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 an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7212, dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 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 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3835 and FTL-3850,dated 07/18/03 and 07/31/03 respectively, all sign . 4 ed and sealed by Joseph C.Chan,P.E. • . . 6666 666600 (Submitted under NOA No. 03-1105.01) ' ' 6666 • .. 6666.. 0666 6666.0 C. CALCULATIONS •••••• • 6666.. 1. Anchor verification calculations and structural analysis, cornplyipig with FFC 111 • Edition (2014),dated 05/20/15,prepared by manufacturer,signa apd sealed b v ;6 • Anthony Lynn Miller,P.E. ' 6666 .. . 6666.. 2. Glazing complies with ASTM E1300-09 •••••• • 6666.. D. QUALITY ASSURANCE •••••• .. 6666 1. Miami-Dade Department of Regulatory and Economic Resources(AR). '..' �V 1VManue Perez . ' Product Control Exa .er NOA No. 15-0528.26 Expiration Date: >iebruary 19,2019 Approval Date: July 09 2015 E-1 " i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray ButacitcO PV13 Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option 11 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property---Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511' Edition (2014), dated May 20,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 6696 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-WQ,dated..... 07/18/03 and 07/31/03 respectively, all signed and sealed by Josop*h L Chan:PIF-. •, (Submitted under NOA No. 03-1105.01) •••••• •••• •••••• G. OTHERS *:::. .... . .. ..... 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Seiiees."PW-•0 0.0• 701/720/820"Aluminum Fixed Window–L.M.I."approved ot-d-F18/13 and expiring•••:• on 02/19/19. 0.00•• • . . . . ...... 0000.. . . 0000.. .. . .... .. . Manue I Per . . Product Control ami er NOA No. 15- .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 DESIGN PRESSURE RATING IMPACT RATING f _ VARIES, RATED FOR LARGE 8 SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 4rWCKWIDTH - 48'SUCKWIDTH ... 48"SUCK WIDTH - n;.? 44-V4•Vt81BLE g Via. LIGHTWIDTH 46.1/4'VISIBLE - 45414'VISIBLE LIGHTWIDTH .. LIGHT WIDTH PRDLH3L T RBVISHO W MAX F,SHEET 8 ""� I"+ r MAX. Building ug Code the 8 SHEET s") a t_ 7 ._. H�SHEET 9 A ,�Ips- 2t11� 3)FOR MASONRY APPLICATIONS IN PAWta-RADE COUNTY, USE ONLY WAMI-DARE COUNTY APPROVED MASONRY I M I'roducl ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS ' WERE SOUTHERN PINE.ASTM C90 CONCRETE MASONRY A I -- A �. C ..... ._ C E.SHEET a I E,SHE£7 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET$ SHEETS BUCK SHEET I SHEET? 9S' G,SHEETS � O. EET9 � EDITION FB UPDATE 4j ALL WOOD BUCKS LESS THAN i-11r Mldt ARE TO BE 't( I – HEIGHT yt I SUCK AT 7 15 CONSIDERED IX INSTALLATIONS.iXWOOD BUCKS ARE `-- ...............__..._......_ ...� i..—. ..._' -....—.— HEIGHT 93-1/4' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. ; - 82-t/4" -- J ^.w -- MODSUMDEPICTEDAS2X ARE 1•V2'THICK OR VISIBLE Ir MAX. 93174` VISIBLE U fffLIGHT GREATER.IX AND 2X DUCKS(WHEN USED)SHALL BE LIGHT O.C. ( .. VISIBLE WMAX I KE104T DESIGNED TO PROPERLY TRANSFER LOADS TO THE �• t - HEIGHT -� -.__ ._ i LIGHT O.C. STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS .. / HEIGHT 4 / UC M 4 THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR � S •'1 H�T � a co .,.n _ I ARCHITECT OF RECORD,(AOR). I I It OANCHOREMB£OMENTTOBAS£MATERIAL SHAM BE BEYOND WALL DRESSING OR ST7UC00.USE ANCHOR$OF ! O CV N DC SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED ... 1. _ �... I O W •� ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION fi Z a ANCHOR$SHOULD BE SEALED.OVERALL j J I �ii SEWNG(FLASHING STRATEGY FOR WATER RESISTANCE OF 8' J 12"MAX.O.C. F,SHEET a ( °' mp INSTALLATION SHAD-BE DONE BY OTHERS AND IS BEYOND ..._""B•-*"I I'6 MAX ... MEET 7 I ~— 2"MAX. -.� H,SHEET f 5"MAX.O.G �i� X 0 � o THE SCOPE OF THESE INSTRUCTIONS. SHEET 8 III � O� � H a)MAX 114"SH Ms ARE REQUIRED AT EACH ANCHOR TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION a z Q LOCATION WHERE THE PRODUCT IS NOT FT.LfSti TO THE ELEVATION(TESTED.UNIT NESTED UNI z d z O ` SUBSTRATE.USE SHIMS CAPABLE QF TRANSFERRING - ? 0 APPLIED LOADS,WOOD BUCKS.BY OTHERS,MIST BE ,- SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: J THEM BY THE WINDOW. 12.0 C. SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK F„ W GUIDE TO SHEETS; MMX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2$. G Z 0 lao4S 7)DESIGN PRESSURES: GENERAL NATES_.,.-.,__......,....I ANCHOR SPACING To BE B"MAX.FROM CORNERS AND 12"Q.C.MAX FOR ALL CURVED FRAME-- A. RAMEA NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCI.£ ELEVATIONS .............i � MEMBERS,SEE FIGURE 1,THIS$HEET. �+ o � TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM OLAZING DETAILS......__... ....24 k II II II I _ � Z E13m. DESIGN PRESSURES. .. .....-25 12O.C, WIDTH I—WD - ^I I. _WITH WIDTH-4 Z URE,S1Gi1CTURALICYCLE TEST PRESSURE,FRAME INSTALLATION. ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A-_..a O pro? 8) 8}TH£ANCHORAGE METHODS SHOWN HAVE BEEN INSTALLATION.INT.FINB........9e.POSITIVE DESIGN LOADS WED ON WATER TEST INSTALLATION.FLANGE I PRESS I CORNER DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES............„,10 MAX. TO THE REQUIRED DESIGN PRESSURE.THE 33.14%STRESS PARTS LIST.„„ ..„-10 -- INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS t 111 111 ��— PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR —WIDTH--- I""W� ""I I""'WITH ''1 r WIDTH-+•I `�11I AI 1 t Th8l.E 1f•• • • • • • • �...._...— — ——.. "r' 'T 1` �- 1 � � C!LYAJ THE EVALUATION ANCHORS INTO WOOD.ANCHORST1iAT — —) I �,.....•, COME INTO CONTACTWITHOTHERDISSIMILARMATERIN.SY'+�,.•'41CFNS ••�F` SHALL MEET THE R£QUI EMENTS OF THE FLORIDA •.• :- BUILDING CODE FOR CORROSION RESISTANCE. .v x I I 31 _ No,58705a MW HS MW Pills = 9)REFERENCES:TEST REPORTS FTL-3835.36508 T212; $ I-tt16"LetN.KG /E"T-7118'Aa-8'16'Aa-.09V PVB-31 HS 3 �. .. .. L.._. ....._f .I..l.. .� ELCO ULTRACON NOP;ELCO CRETEFLEX NOA;ANWAFBPA 4 I-VI8'L.wd. HS•. PVB-3118'FNS 3 NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN !ii (— WIDTH — ►i I WIDTH WIDTH-�I M+ WIDTH *1 MANUAL- 5 7115'Law ITIS"'An-. .3tt8'LIS 4 ( —— ....� _ _.— I......,... ._.T AL 7E OF .`,4c U1�. • • T 1.1 S° -it6'Ak 1 8G•9118`An 8 I I I .C� OrtlDA,.•' tC; 10 THE 720 SERIES USES A PVS INTERLAYER,THE 820 • i��;�� • �C\;z - SE)RTES USES AN$G INTERLAYER.THE 720 AND 8e0 SERIES • 8 1-11 L•n f tt Atr 'SG-3M 5 I �J c?( �` I �� ()(vAL MAY ALSO BE REFERRED AS THE?01 SERIES. •�"SG"•+�URARAt S!lNTtf/Gl�S INTERLA9ER•SY W JRARAY AMERICA,INC. I 1° z1 I I x ��J t N ill , "PVB�"KURANAY•BUrAC1tE PVB INTERINAYER'R1Y KURALtAY AMERICA,INC. _�. __. S. _ A.LYNN MILLER.P.E. ....__ P.Ea58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TASLE 2: 7tlVLAMINATED i GLASS STACK H e r H +! H H al• 780 32 aJ + .140 +1 •80 +1:9--+t-A- a +i - •W/S 94TERLAYER Sil +1404 •180 *l-80 H +i• H H -I-AA 36 + N ♦J r/ +180 al- ♦-77, H .t 4443.4 H• `3<18'HEAT STRENGTHENED GLASS PRODULT RBVISED H H80 r +1 +l- 0.7 +f- + +188.5 +103X18'ANPiEALEPGLASS as eom wige,oBbodde J4» + H +180 +1.79 +1- +1.743 +1.71.3 rt al t at 4 +1 4 1/ AccePam,co Na) 42 +1 +1 +i +- 4 +!• +!- +i +1.847 H81. +l8. +1 IreHon Oris -- 44 1 r +J +140.9 1 +1.75,4 +• .1 WM Was Wag USED AT CURVED .. 4/ 0• .2 H• +1.10A 41 +1.83.5 +I-w3 s1ST,T FRAME MEMBERS Ot$Y 28 078' 'r- LONG SIDE - SY `•.- .. .-::_ +l• +t• .1-71.0 1-T. +f +18 .181.5 .11%2 C1171�OCI�NjCG.... SITE T +1. 7 +1.743 7140 .1-64.7 13 52 0-71111 +1.75B • --+INi SHORT _�....._. - <amaM i NO CHARGE+ +1 r1-70. H-W.3 W-83.5 SIDE DATE:0I702S/1S5 +1- +188 13 +1.742 +1 .3 +1$.8 .1.727 1.87 82 41-712 + A 3 IN +/ LONGSDE F T E3 --►{ 40 "M3 57.718 0-57 1M Q NQTm SHORT aON 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1•FROM THE TIP•TO•TIP DIMENSION TO DETEMNE THE SUCK DIMENSION. SIDE r• 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 N 3)FOR ARCHITECTURAL WINDOWS.I=THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL O11V MIONS COMPLETELY FIT WITHIN. ......_ ......._ .......... [�t �•N N +1a0 � TABLE DIMENSIONS MAY BE Z i ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN, x TABLE 3: z o o Window Design Prossm(t1-,pelf)WOWS Type 3 8D e180 GLASS _....... .718 2 99 84 88 Be 100 104 109.112 1-111G NOM. . O LAMINATED 30 ♦/+1-60H +/80 +180 +140 + H H80 +180 - 0GLASS STACKI I CitA$$STACK F I 32 +1.80 ./-8U +1.90 +!•80 eta +l- H•80 +1.90 H•80 +1 +l I ( STRENGTHENED HEAT SHORT H80 +780 +180 H +! +140 H +180 +1.80 +J +!80 3tlW TEMPERED GLASS STRENGTHENED OLJ183 SIDE ? N +1 H. r! +780 r +1.80 +180 +l +180 +1.80 +1 ### 36 + +/>RI H80 4!$11 . a(.80 +1 ♦ +1+9 4 +1.79.4 N• -311097 PVB LED GLASS z 41} ri +1.80 4180 H80 +! +1-80 +1 +I•T4 +!•T3.b t1-70.8 ---14W- 7118`AIRSPACE+ ,• 0�PV8 +1 +180 +f90 -+I-W- +1 +f-W H•77 +1• .1 +J.W +f .9 +1.88.2 11 "INTERLAYER 2 44r- +!. : +/•B0 +1.80 H H--77.8 +/-74.1 +1.70.3 *87.5 +!•83.9 _..__1, /1 z 46 +1 .1-90 rPw +1.90 +7.79.2 +1.754 41.1.7 +/891 +1415.1 5 LONG _ p•� 48 +/80 H H H +1.77.2 0.73.3 .5 +1.858 USED AT CURVED off �/ SIDEj fq b0 +1.80 +t +1.80 +1.79.4 H-75.3 +1-Ti. +baT,5 FRAMEMEtMERSONLY {2�-- 0 62 rt +i H• -7 H-73.6 +189 all-TAr O.C.MAX. GLASS SITE 54 +1.80 ♦1.80 ♦t- N•78 .i-71.9 1-3 aqU ' aauag 56 4180 H$9 H• .5 +1.73.8 68 +7.80 0.79.4 *1.7&4 EXTERIOR RIORR _- ol, L.� lYN,1,+1 , H80 +1.77.8 +/•3.5 12Z F 21 - 13 SHORT ; �,O . +/80 H•75.8 `� SIDE ` >�,•''LLGCNSg'•.1.A 84 +1.78.9 +1.74 ' s9 +1.77. 1-7.2 GLASS TYPE 3 _=aWr No.58705 IT 67.7/9 +1-74.9 • •• •• • • •• =_ i)�BUUOK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP•TO TIP DIMENSION TO DETERMINE THE BUCK DOMNSKXJ. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. S7 7[ F tCt 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZWbTYE TABLE 40OVENWW THE%WRALL DWENSIONS COMPLETELY FIT WITHIN. %U,Lt •• • • • • • A.LYNN MUM P.E. P,E.k68700 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • - TABLE 4: Window Design Pressure(*,peQ fior Glass Types 2&4 tog m) IV-718 1 72 76 80 84 88 82 Be 100 1 1 112 it 124 32 7 40 144 t +l• +140 +l 7145 +740 +! a 40 +145 +1 H 7� +!•58 N40 +140 a +/ +140 +I+1 r 480 H•50 N ♦ r +1.80 +1 H 0-a 7 +l + +1 *1 + +145 H 0 N +140 +1 H + +i H N +1• d + +l a +f PRODUCTRBVI88D HAS H + + H 0 + H ♦ ♦ +l + +1.� + H4D +f esttmtPlyingwit41hpB6wide 040 + 7.80 +l +140 HAD N H NAS +f H +1 liulpt8 !B-092+140 +140 +i +l H H-80 +140 s N N +140 +fi LDcgo H40 +1.80 N + 1 H4D +l +i +IAO +1.80 040 +i +140 H40 +140 4440 +1 +t•80 47.80 +7.80+/a +140 H•BO +1 +1.66 +1." +l +140 +145 M D 48 +IAO +IAO +1.80 +140 +1• +140 50 +1.80 +i H46 N• —+-,A— +1- +140 52 +140 +140 H +1 7.80 +t•79.1 a NO CH G YiHla�uH QD 54 +/ H-86 H +145 +1.75. z DATE:0 7/02115 58 +/.8p +TGO +1.86 +)• .1 +140 +l +1.80 a so +t +1.80 +1.79.3 42 +/W- +140 z +14D +1.80 -1430 pp 57.78 + M Q ? a R+y 1�DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT T FROM THE TIP-10-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O 2)FOR SIZES NOT SHOWN,ROUND U.TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELYF1T WITHIN. N .t R W ti _...... z m o B 'ON 1-1198'NOM. TABLE DIMENSIONS MAY BE o GLASS STACK ORIENTED VERTICALLY OR o N 711V LAMINATED ( t.._ 7H4"LAMINATED HORIZONTALLY AS SHOWN. ' a D � � W u GLASS STACK f' GLASS STACK LONG � t .080'I'VB INTERLAYER 3118'TEMPERED GLASS 311W HEAT STRENGTHENED GLASS SIDE M 3198"HEAT —311W HEAT STRENGTHENED GLASS �..,� LONG SIDE -- H 3118•HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7118"AIR SPACE .090'PVB INTERLAYER T- ® $ 0 • 4 11 11 SHORT • Ir 5 SIDE _......_..__.. USED ATCURVED --"'_"' USED AT CURVED SHORT �. Z ........ . GLASS SITE ... FRAME MEMBERS aVLY 2g 8B' FRAME MEMBERS ONLY 29 SG" -- SIDE f] (@I 11-718'O.C.MAX. @ 11.7)8`O.G.MAX. GLASS SITE 13 1-3 -i WGA EXTERIOR EXT }••,._-. LONG SIDE /t (200- 13 fir' 122 tql... 3 �— —........ naso e Y' ` SHS. ttt711llii// GLASS TYPE 2 •• ••• • • • • • •• GLASS TYPE 4 SIDE LONG • • • • • • • • • yy � SIDE 1— .___._.— `tai •'�tGENSr''•..Q �: NO.58105 • • • • • • • • • >4 SHORTt T7 SIDE Ltf • •• • • • s • • • rr Til iti�ri`�. •• • • • • • A LYNN 69L.LER.P.E. P.E.B 5870.: i•• • • • • •w• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5: Window Design Pressure(+b,pat)for Bess Type 5 •1Aawe On ?Mr LAMINATED 87.18 72 78 84 96 108 tO4 II 112 GLASS STACK I 30 ♦901.123.4 +901428 *0.115.5 ♦ -11. + 4 +901.108 +9111.104.5 ♦90J-103.5 +90 1 5 + -1 .7 •97.9 AMSO N TERLAYER +901-148.9 • •1108 +m-105. + -oL8 , •96.7 +901925 ;901-98. + .9 y 34 +�/. -M-103 ♦901-�.8 + - ♦90i•L N 8;•84.4 +t$1.5 +i .t +1- +l• .4 3118'ANNEALED GLASS 38 •1112. +004117A + 8 9 .5 + +t- +1• +( .1 +1- +172.2 308•ANNEALEDGL.ASS 38 t9019B. + - al +1.83.2 +180.7 ;!•78.1 +i• +1• 5 +1-Y0.S +!88 6 .146.3 PRODUCT RSdiS�>iAFiot6da 40 ,907. 6 +1 +I-WA +•79.8 +/- .2 +174.3 +1• m�IPh1n8 94 1. • T. +1$5.1 +1$34 +/ 4 11 Huitd�gCoda(5 42 -+-m-AT . .1.607 +!-T/.4 H74.3 +1.71,5 , +1$47 +l$1. +159.8 +1 USED AT CURVED ---1 ��CO� R46 4$33 +1.82.4 0.78.9 +/-78.A +1•72.1 +l 9 t/•888 +l +/,89,7 ,!•57.5 FRAME RIEMBERSONLY 20 e� - i iM• ;1.86.4 -480. +1- .2 +1-73.8 +1-70.1 +.%8 043.5 +1 +1 .7 a 11-718'O.C.MAX. GLASS BITE �•+- LONfl SISBy+l 7 +1.79.3 +1• 8 +1.71.9 H +$49 +1$15 +1582ME60 ,1$0,9 +1-77.5 0-74.1 +J- . +1$8. +1 1 +159,7 13N- +1• - +1.724 +1•888 +115,1 +1 L +1- +/•73.6 +/.70.6 +1.67.s SSIDE q CHANG HI SH ET +1-72 +( .t•BCi.3 20 13 t� a( E:07 15 H-74.2 H• 3 +1.88.8♦1.727 +158.7 +1-85 GLASS TYPE 5 +184.2 +1$7.1 " ea +1.8A7 +1•86:5 00 +1$5.3 �- LONGSIDE --+{ 07-7/8 a! -' j)S SHORT `•• 1)IF DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TLP-TO-TIP DIMENSION TO DETERMINE THE DUCK DIMENSION. SIDE a 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. a r 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN•FRAMEO WINDOWS. TABLE DIMENSIONS MAY BE 883 ORIENTED VERTICAI-LYORQ �jIL $ Z HORIZONTAL LY AS 8HOW7N. WW -N - Q MDQ g TABLE 6: h W m O 0 Window Design Pressure I+/-,pst)for Glass 1"e 7 a> O j z M o z a z F u, LL W-718 1 72E74.�S ea 92 98 100 109• 1-1116'NOM. O 30 +901-130 +981.130 * •128 -042Z6 +W-119.8 +90j4%1 +=41 + -1 8 -ii,7 +96'•109.8 GLASSSTAO( 7116"LAMINATED +90!.130 +W-126.1 + -14. -1 1.6 +90M- .1 +SW.1043 t�i•1 .d ,9N• #201-101A +9a'• .7 GLASS STACK 34 +IOM-123.1 +8Q'•11 4 -107.8 +9a-408.8 • •99.7 -95.3 -92.1 ♦901-90.6 +! +1 SFIORT y W PIZ •11 +901.10918 +901.100.5 +901-�.6 +"1.933 41-87.3 +1$4.9 +1782.3 _1171-2 3116'TEMPERED GLASS 3118"ANNEALED GLASS SIDEHOR • Z j 38 + •111. •104.2 +901-g4 + -91.7 ,1.88. +( +!$f.9 +179.4 +1•78.4 ♦•74.3 --•3H8'ANNEALEDOLASS N !- 40 +W- +W-09.6 +90?•90.1 +1-B7.2 +1$4 4 .6 +/-7d7 y7S5 0-70.9 + 7118°AIR SPACE p Z D90'SG INTERLAYER 42 t -1 t .}•, +!$7.4 +!$4 + t-77 +f7 1 +1$9.8 +!•88.9 +1-86. Z st 44 ♦9111.99.7 t .1 +1$6.2 +1$1.4 +1• 8 t/-74.1 +1- 3 +! 7. +1 .9 11 46 +901 .5 + +1$7. -143.2 +I•911-7&4211-7&4 0-71,7 *1.8911 90/ -1-77.2 48 + -9LL6 +140.8 +1$5.4 +($1.2 ♦• .2 +1-733 +T 5 H 5 LONG 60 +90144.4 +1$7.8 N A ,• 3 N-71.3 +1-67.6 USEDATCURVED SIDE jy N 5 62 +149.4 +1.1.8 +1$1.8 M-77. 0-7. +!•696 FRAME MEMBERS ONLY 29 GLASS WE ZS WO 5. +1$Z6 +1 ,4 tl-79.8 + +!•74.8 @ 11.7/8'O.C.MA)L. Cl 1-3 -� aJ)M! �sao 58 .1-55's ,l- .4 0-77.5 +1.73.8 EXTERIOR 111 58 •(•83. +. .4 +1.75.4 ............ 00 +1.82, .1- +1.73. • •• • • • � {13 +„� SF10RT - .`ll f.YNN 11�•,, 62 +1•80.4 0.76.6 • • 22 ... 21 ON�......•�fl1 v, 84 +1-78.8 +1-74 SIDE �6`�.•'• F 1\CEN$ !F 88 ,F7.2 GLASS TYPE 7 ''•• - 8T-t +!•749 No.58705 K NOTE : 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUSYRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDO SIZ E TABL,,E��g,on H'rHE 1/ERAt-L D ENSIGNS COMPLETELY FIT WITHIN. - �J'•• s W 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUA4LEO Wit i�(3.�T USE'il'�+ ED WIN�OWS. •�• (}�•`•, AI"L" .•X1(1 •• • • • • • • • • • '� 10 At, • •• • • • • • • • 0.LY Ik91tL1ER.P.E •• • • • • • P.6.Oi38708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7. -. VWndow Design P1Bssure(41-,pat)for Glass Types B&8 L 7.7/8 84 190 104 1 112 118 20 924 128 1 138 149 f44 30 + .1 +W-130 -1 +89/-1 ' + + -1 -1 +W-130 -130 49-.130 -"+"M- -1 r .f +901.4 -/ +901-130 +9W.130 130 32 t .1 -1 *0.130 . 4 -130 *OW-1 i 1 • -1 « + •1 ♦ -i +9W- + •130 139 +0.130 34 ♦ •i .13D .0-130 -1 -1 .135 + 1 « -1 a9{V-138 +-.130 -1 «x•136 +901.1 ,901.1 +9(U-30 +w—m +W-130 PRODUCTREViS80 36 ♦ -1 -1 +M.130 « .1 .1 f -130 H1W1 ♦ +9W13D +9W-1 •1 -1 ,991.1 a -1 .130 p4P{Y +9W 30 +9W-130 +W-130 ♦ +901.138 130 +9Q!^13 ,901. + ♦9--130 + ./3D + .128.2 «90!•1 7. iy '0-4 40 +9-130 +90/-130 + « •1 ♦ •t +907.30 +901-1 + . +0128. +9N1 .2 q+9W130 +9W-130 + -1 • .i + 130 +901.138 +901.1 -1 + -1 +9W.119.7 490!.1 8.4 « -3D . .430 +9N•13D +9W-1 -t +9Q1-130 +9M-130 .1?A.5 + .1. 115 7W 130 +9W-130 .130 •130 «9--13D ♦94'-128.9 +BW-1 5 +9-.115.3 48 +9W-130 +901.430 +W.30 •1 +9W-13D +90`•129.7 +901.123 +90.11 60 +9-.130 +9-.130 + .130 + •1 a9W130 ♦9W12S2«89.41.119. 52 +891-13D +9W-13D +9W1 « .130 +9--130 t 8/.i < N CHAN E TH{S SHEET 54 +9W-130 + «9W1 a9-•130 +89.01.12Y.1 DATE: 96 58 +9W-130 + -1 + •1 +89.4t•129 58 +W-3D + .130 430 8D «89-.130 t9W4 -1 82 -*0719- +9W-130 r=-130 +9W-138 90 + 30 Q 87.718 +9-130 W N! WH NOTES: > a 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. ir 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DUMNSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE YM04 THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O W O J = ~ R LL 0U ZZ� Xy O 122 � 6 TABLE DIMENSIONS MAY BE oE�� O x Z O ORIENTED VERTICALLY OR O O 1.1118°NOM. _ HORIZONTALLY AS SHOWN. �2 R Z � w LL. 7118•LAMINATED GLASS STACK 7118'LAMINATED LONG p'q� GLASS STACK GLASS STACK SIDE r .899"SO INTERLAYER 3118'TEMPERED GLASS {{{ --3118"HEAT STRENGTHENED GLASS LONG SIDE �I/ O 3118'HEAT -Vii HEAT STRENGTHENED GLASS WIV'HEAT STRENGTHENED GLASS- • STRENGTHENED GLASS 7118'AIR FACE . -A0SG INTERLAYER SHORT 11 1 S SIDE ..�„♦,_ Z USED AT cuRVED�... t + SHORT WUI Z USED AT CURVED FRAME MEMBERS ONLY 2A WB° FRAME MEMBERS ONLY 29 � (�11-7/S"O.C.MAX. GLASS SITZ X11-T18'O.C.MWL GLASS SITE 1-31-3 �+— LONG 318E --+� _-. � _ n+u•gym�e EXTE1111011. EXTERIOR ..._._...- a ZD i3 •• ••• LONG • `/�-3 • 1 •• 19 SH22 SIDE ��WWWNY{LYNN J1 j7jii GLASS TYPE 8 i i ••o i i i S TYPE 6 _ _. a'`r�'y1GENSFM'I�Fp': •• ••• •• • • • •• /] No.58795 "r SHORT "13 51. S{DEfiS •i i• • ••• i • • • i i : ' S10NAI. ri •• • • • • • A.LYNN MILLER.P.E. P.EA9WW ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �t FFRRAMINQ SEER INSTALLATION. INSTALLATION EMBEDMENT. DISTANCE2X OD BUCKST NOTE 2,THIS SHEET TYPE TYPE s INSTALLATION __ _.._ EMBEDMENT a WOOD SUCKSTRIP, ' TYPE A 1k3.rdNt SEE NOTE 2,THIS SHEET ;° ° Q f+ OHM EMBEDMENT TYP.ANCHOR TYPE,EAdBEDAAENTAND o! , EDGE PRODLIOT .__.._.-_..�_. . . ..._..6. _._,.._..... £OQEOISTANCEF'ERSt�$TRAT'E, ..... ..... DISTANCE DAiap1 {S t} owilholoploft No f ...`............_...� EDGE SEE TABLE 8,THIS SHEET A Dole DISTANCE + S ' I �._.1/4'MAX . 1 $HIM �.. 1 By 4 TVP.ANCHOR TYPE, �. . EMBEDMENT AND EDGE __ .- — DISTANCE PER SUBSTRATE, -- 11 ° t DATE: 'J 0!715_ SEE TABLE&TtitSSHEET ,. USED AT CURVED �� - 14 .......__.._....._ _.. - '• ..` .....-(28)FRAME MEMWERS ONLY °• - •.. Q 11.718'O.G.MAX. CONCRETPICMU 4 f�,1 11 PERANCHOR _. VISIBLE LIGHT WIDTH= •, ++. �..r._......._................._ •. 6 RECR11REt�NT WINDOW BUCI(WIDTH-2.3/M +---....._ ._..._. W84DOW SUCKWFDTH CONCRETEtCmu WINDOW ....—...._........�...__�._.. TIPTO-TO .—_.._.__�............. PERANC.HOR SUCK EXTERIORT ..... RE REMENT a .- HEIGHT IW _. HORIZONTAL SECTION A-A h TIP•T0:nP -_ f WINDOW 012 STEEL Q .d HEIGHT VISIBLE SELF-ORB.LING SMS, TABLE S.' z g LKGFTf (GB),SEE TABLET >2 x HEIWIIGOHOT. THIS SHEET '' ':< W o BUCK pern ._.< 'b HEIGHT• .q Mtn O z d 2.3x4° INSTALLATION -_ 012or#1441089ft t �Stul 1 a� t1 z Q r __..� LL METHOD D s acus ,AIS oas B 12• Q INSTALLATION ANCHOR �� OBS t O m ym UND6RNEATHTHE BEADING , �_ iea.tS -1 a ._.._ � Steer SWd ;•0. V4'410 88 CreteFkz 2 1 1 ... 21 Concrete Oft 3.98 keq V I-sw 12° 1l4"MAX SHIM X18'Stell UkrBoon 6p.3. kel O. e 2 b2' iW41 � F•:. •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. s� .xap esus WOODBUCKSTRIP, NOTE$THIS SHEET tttilit/1/I 'L- _ ,- RETE • ••• • • • • • •• ��tttN`I LYNN T wet..° +t • • • • • • • • • -. @•`Tgfi`C``1''. � .�' �`�� GC4�RETEPER• •• • • • • • ,��R,%'t�CENs• � EMBEDMENT � ° "�..��-a„ '' .., .4...� ANCHOR •• • • • •d$igML YWtG_N4TES: REOUMOMENT • • • • i • 0 a �s't.• '•.� ....... ... ... ,_._°.... .., °- •• ••• •• •1.U!!E 0T4LY1%ftHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.521705 - EDt3E ° 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X',ARE BUCKS WHOSE TOTALTH0ONES$IS LESS THAN 1-172".1X WOOD SUCKS ARE _- INSTALLATION I'" R1STANGE TYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD SUC(S DEPICTED AS"2X'ARE 1-F!�TH2OCOR t#tEATER. �'•� � 15 LU TYPES ... _._AND EOGEPISTA"RER • ••+NSTALL&TION TO 1W SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITYHAViN6 (} •. aT(TF OF �((��' ....- SUSSTR(1TE,#EETABLE 8,THWSHIET 4WHISDISTION. • • r;.�l`,.,'•. GRID?. \,�• VERTICAL SECTION B,-B ••• • • ••• •• 3.FOR p;�7pR{{MPNTtO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. � f l" • •• • • • • • • • '�l rtit?tt�+ •• • • •4.IF APPLICAIjLE.LbWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION N.DAAPPLIES TO WHOLE SYSTEM A LYNN MU.ER,PA, P.E.118870.5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD SUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMMG•SEE TYPE TYPE f. DISTANCE NOTE 2,THIS SHEET - ___ EDMENT tx WooDeL,cKSTRIP. -- --►f- EMBEDMENT _ SEE NOTE 2,THIS SHEET '... INSTALLATION _ --— {.� IM'MAX • TYPEE . EMBEDMENT �t I - SHIM TYP.ANCHOR TYPE,EMBEDMENT AND _ i .... EDGE DISTANCE PER SUBSTRATE, ---"""' •. DISTANCE PRODUCTRi g SEE TABLE 9,THIS SHEET as a mM9� OGE . nadbml Coda DISTANCENo 114•MAX _.. ._....� D�aa 119 2 2 SHIM � Nrodec/ 'TYP.ANCHORTYPE, EMBEDMENT AND EDGE .....: ..._.......__ q• SHEET __ 11 DISTANCE PER SUBSTRATE, • ' ir..• 11 :... ..........__.._ -, •:. 4 NO DATE:O7 ANGE 18 �PoORUSED AT CURVED 4 SEE TABLE 9,THIS SHEET _ )=MRIOR r m 29 FRAME MEMBERS ONLY •• •r, 011-7/8.O.C.MAX. OONCRETEICMUL.—._...._ VISIBLE LIGHT WB.iTH= .....�,.,� PER ANCHOR WINDOW BUCK WIDTH-2-314' REQUIREMENT WINDOWBUCK WIDTH ........._.— CONCRETFICMU .- M � Q WINDOW PERANCHOR a ABH sucX HORIZONTAL SECTION C-C REQUIREMENT a 0 HEIGHT 114'MAX.SHIM - - r- _. }t•- vewp W B12sTEEL - q tv a m SELF-DRILLING LING SMS O VISIBLE (GS). E TABLE 9. z L' L LIGHT THIS SHEET TABLE a: DOl HEIGHT= Atwiar subsuate mumDisuma Mh Embedment max Off' W�W�_ pX g 9 _ WINDOW W. i-wrF Z 1p{� q 2H0 BUCK HEIGHT- ..—. o �- 2-314^ INSTALLATION B12orBt4410888etew Ate' A35 StW m�'' a. 1x o O O steel sum or. 3/8` 9. t.5141). 1x r tL F Z 0 TYPE H P.T.sombem Pm Ss to tx O o EXTERIORAb �UM,S aw teotx n 12, t� WW Stud.Or.33 978' I MRN( tia• 9x ON L U4"410 SS CtmteFlex .3. 1- xMEESEP RAEN04DMUL ON Oonaeieg»ut.8.36ke0 T t•314' 9x21 tSTEE EFF GORSTEEEULSTUD. Camd ^SSEE SUBSTRATE PROPERTIES, 114•Steel Uluaaon N451 d 289 i e0 f2 -11• t2'TABLE 9,THIS SHEET - l-w'r w IW MAX SHIM a 3. G 9.114 13J 1x 8/18•Steel U2raeen 2•ttx t 0. . T "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. aAH .tel 1X V40M BUCKSTRIP. SEE NOTE 2.THIS SHEET 10% LYNay'1 1��i� EMBEDMENT . C04ETE PER • ••• • • • • i ��.•�,TCENSF•I�F,p ANGHOB •• • • • 1►fSTiAf/.KI'IIN•IMOT ,S: ° - y• ' REQUIREIPcNT • • • • • • • • _ No.55705 • .�' r •• ••• •• •1.USE(ALY WHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMrm INSTALLATION EDGE 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IV,ARE BUCKS WHOSE TOTAL BU ICa E PI IS LESS THAN ARE I WOOD SUCKS ARE fy; tq [� :lr TYPE F �- DISTANCE _ TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2KARE 1.91Z°THtCKOR GREATER. -( E OFfit1 ANDEDG%DIST*JVER • ••IMSTALL4TIONTo-We SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR As APPROVED BY AUTHORITY HAVING � IDP.•.,. \�4 ' VERTICAL SECTION D-D SUSSTRm%TE•SEE TABLE 9.THl0 SIdEET 4URLSDIMION. • . '�S S��AL 3.FOR ATfAOHMIlNT?O METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FILL SUPPORT TOTHE WINDOW FRAME. f 1 r t 11 1111`` • •• • • • • • • • •• • • •4.IF APPLtCAke,L$WNER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,PE. PLEB 88706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' EMBEDMENT AND EDGE -- R FRAMING.SEE INS 'ALLATION DISTANCE PER SUBSTRATE.—\ EMBEDMENT NOTE 2,TIHIS SHEET INSTALLATION SEE TA13LE 10,THIS SHEET TYPE J TYPE K EDGE D IMMAX EDGE DISTANCE INS*TALLAMON DISTANCE J— SHIM PRODUCTREVISED 2x WOW SUCKSYRtP 2X WOOD BUCKSTRIP OR FRAMING.SEE "ding cc& OR FUMING,SEE NOTE Z THIS SHEET ... ........... IWMAX NOTE 2,THIS SHEET TYP,ANCHOR TYPE.EM81EDMENTAND 19 SHIM EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10,THIS SHEET M EMBEDMENT WENT USED AT CURVED EXTERIOR FRAME MEMBERS ONLY EXTERIOR WINDOW 4 HEIGHT WINDOW SUCK WIDTH-2-3W VISIBLE INSTALLATH)N HORIZONTAL SECTION E-E LIGHT TYPE L HEIGHT- WINDOW 90 BUCK #10 STEEL yi THIS SHEET TABLE 10., Min.Edp Max.D.C.; do Anta Su flTf 013' Nall 2X WOOD BUCKSTRIP EXTERIOR 5mir z MR OR FRAMING SEE #lox i,sted sarw 1116'A38 lilice 114*MMSHM M"14=g AppRoveo MULLION miN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (SEE SEPERATE NOA),ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. INSTALLATION TABLEE1111THISSHEFT TYPE J LYNN TYP.ANCHOR 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT AND EDGE OISTANCr PER SUBSTRATE,SEE TABLE 10.THIS SHEET 2.WOOD SUCKS DEPICTED ON THIS SHEET ASIX*,ARE SUCKS WHOSE TOTAL THICKNESS 19 LESS THAN 1-1W.IX WOW BUCKS ARE -NJ IF UNIT W BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPI(-- AS W ARE 1�jre THICKOR GREATER. -.13 ION Tc6p BST-RATF OF WOW BUCKS To BE ENGINEERED BY OTHERS OR As APPRovED BY AUTHORITY HAMNG STATE 0 VERTICAL SECTION F fus'TT tau rc; & DE FULL SUPPOKr TO THE WINDOW FRAME. ATTArn 90 METAL*THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROM .1" 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION ROA APPLIES TO WHOLE SYSTEM, A.LYNNMRIERP.E. ° °° °°° °°° ° ° WOODNGcKSTt�P INSTALLATION EDGE _�FRAMING.SES INSTALLATION TYPE M -- EMBEDMENT ._.- DISTANCE NOTE 2.THIS SHEET FOR THIS 1 SIAL-LA ON TYPE N INSTALLATION TYPE M -+�-- EMBEDMENT METHOD ONLY. FOR THIS INSTALLATION _ —�- 4....µ ! 1W MAX I ANCHORS MAY BE NO MEMD ONLY. EMBEDMENT -w•l SHIM •MORE THAN S'O.C. ANCHORS MAYBE NO ..._......� 1XWOODBUCKSTRIP.SEE •• • -•' PRODUCPRSV1SRD •MORE THAN 8'O.C. 2X WOOD BUCKSTRIP NOTE 2.THIS SHEET as comp]Yin$wah I•F ..._<__...,.,......._.__ _, V -OR FRAMING.SEE HaiWrnQ Code _...,..__ �. e NOTE 2,THIS SHEET .•• a AcceplaneoNo S' �1/4•MAX TYP.ANCHOR TYPE.EMBEDMENT AND <• etion Date ' SHIM .......... - EDGE DISTANCE PER SUBSTRATE, ........... v By Control S SEE TABLE 11,THIS SHEET 4 TYP,ANCHOR TYPE, EMSEDMENTANDEDQE ,• .-• H H ..... EXTERIOR _ DISTANCE PER SUBSTRATE. _ NO C C GET O 11 SEE TABLE 11,THI$SHEET 3 USED AT CURVED 15 EDS _ E DISTANCE -• E 28 FRAME MEMBERS ONLY _. __.._ — ,_.._._._. _. .......__ EOG �11-718'O.C.MAX. � -_..- ��.......- ..._.._........ v . . DISTANCE CONCRETEJCMU 11 _....... _..._. x PER ANCHOR CONCRETFJCNNJ r Q WINDOW REQUIREMENT 4 11 _... PER ANCHOR "'a SUCK VISIBLE LIGHT WIDTH= _.._ 6 REQUIREMENT HEIGHT 114•MAX.SHIM ► {�- I.,,,.__.,.._....._....__. WINDOW BUCK WIDTH-2-314' © a w 1 WINDOW BUCK WIDTH — ? V4 e w VISIBLE HORIZONTAL SECTION G-G o 4 � z 13 INSTALLATION TYPE O _..._ z HEIGHT n �FOR Tt9lS INSTALLATION tri_ x 5 gv WINDOW METHOD ONLY, TABLE 11: z �y am BUCK ANCHORS MAY BE NO MNa Edge Mss,O.C. o YO HEIGHT- •MORE THAN r O.C. A Subgmte Delores MNL EMeedmeM S .~o- O i O o 2_3/4' ...__.___ PY .5 N z 0.z aw 992 STEEL 912 or 914 410 85 8mew A38 eat ' 31 sELF ORU UNO ShiS stud .33 MNL 9I8' 0 t Oe• 8' (C1B}SEE TABLE 10, - .......... P.T.BoutNeM P QeO sS 3118' 318' N 1II°a THIS SHEET318* ® Z 912 or NA Stasi Sma(GSj AI Ste�� Qom.. e. $ O UJ 21 nP.ANCHOR TYPE, RMRIOR 33 MNr 0 18 G5• W �L S EMBEDMENT AND EDGE 9-0§61, TM C80 2.117 1.114' 4r CS I DISTANCE PER SUBSTRATE, 1, 114'4tO S8 Qe9aFtea� Conarele Nt 3.35 Nei) /' 1.314 1r 0 z a SEE TABLE 11,THIS SHEET MIA1.314' 1r 6 114 MAX SHIM SEE SE ERQE AENO).ALUMVED 110N rete M 2.86 2-117 .SVB' 1r (SEE SEPERATE NOAj,ALUMINUM, 'Steel CMU ASTM O@0 2-117 1-114 12' O ' STEEL FRAMING OR STEEL STUD. C2ilU C 9i1 2-vr 1314' 17 IL I-L -�— SEE SUBSTRATE PROPERTIES. TABLE t 1.THIS SHEET 8118•Steel LOAM Ocywde .3.5 Nel 1-114 9.314' tr eIa •uon ee INSTALLATION 4ir I 1314 t TYPE N ix WOOD Bua(zmP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ``1111 I 1 t l t t ttt SEE NOTE 2.fr%S"Of • • • • • •• `�� pNY L... i • •• e • •INSfAIlA1ITl�1 NOtES: EMBEDMENT a' • • • • •i Ti—_ .: 7i F + <• ,.,• •• ••• e• f USE U0 AN@RORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. )•5I745 ••�+ - 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X'.ARE BUCKS WHOSE TOTAL THICKNESS 18 LESS THAN 1-U7.1X WOOD BUCKS ARE U EDGE ' OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS*W ARE 1-12'TMK:K OR GREATER. /!•�IS 'it,= .� DISTAMG£ - • ••s • •W1M'ALLATION TO THBeSUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING per,'•, 54; • • • • • Jt1RI301CT1O14. • • <��•'•F<ORWA,.•'�� • • s • i • ••• • • J ' " ••. •• •• e ••• 3.;ORIITT*CHVN:TIVETAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ••'. j lit ttJp4,(*'"I ` VERTICAL SECTION H-H •• • • tIF APPLICABLI,LOYOER DESIGN PRESSURE FROM ErrHERWNDOWOR MULUONNOAAPPLIESTOWHOLE SYSTEM. A.LYNN M&A6R.RE, RES 5810$ • • • • • • • • • • • •• •• • • • •• •e es• • • • •e• e s ASSE LY DETAILS FOR DETA FLANGE&EQUAL-LEG .FRAMES AFAR FINYFRAMESS PRODUCT REVISED asoompty 8wantltoFkft A M!S la ANGECURVED AN ...orcuRVEa '�'�0 FRAMEASSEMBLY tAMEASSEt�LY By M, CORNER M' Oaa 1 FRAME ASSM Y FRAME ASSEMBLY m m N CHANGE! 'E: /02115 10 I 1 10 I m a ALL CORNERS TO j t ALL CORNERS TO j y USE GASKET I USE GASKET I g AMWOR SEALANT I ANDIOR SEALANT I // t / EQUAL-LEG FRAME b •�Wg p �—FLANGE FRAME MITERED FRAME WITH INTERIOR }tV Bt°0 O ._....EQUAL.-LEG FRAME MITERED FRAME RAM INTERIOR I N N OC AND EXTERIOR FRAlAE WELDS 1 AND EXTERIOR FRAME MtELDS �� tVy W n _ FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT 00 z '^Jl SCREW BOSSES,SEALANT AT ALL CORNERS z to SCREW BOSSES.SEALANT AT ALL CORNERS e • z 2.784• o f} 2.784• -..............++..(( .7.784 z d z i _....._ .094• -►J I. I -0w •.L 4..� Via• •.t t.� p ° p TABLE 12: .074' - .082" .074• _. ..... - .062' .074. _ .._. ._. •682• ,z{• .- : Item 1 1.378• 1.376' 0, i�uS p PoTPart# Desch on Material 187ti z 9 42630 Flanged Frame Alum.6063.76 i OW" 2 4265 Equal•(egFrame Aken.6083•T5 _ ��"�"'- 500°° -•{�+- oe0'mnoe OVIM 3 4258 lntegral Rn Fiame Alum.W83.76 FLANGE FRAME 2 EQUAL-LEG FRAME 1.126' 077• LG1t 4 4266 711W LamL®tees Bea ft Akan.6083-78 #42530,8103-T6 #4285,6063-TS h 6 4254 LG.Glass Beaft Alum,W03-TS FIN FRAME Im 6. 4270 Installation Fastener Caen Alum.60 .76 a #4256,6003-T5 u WILL aa. T, ob 4224 Installation Fastener Caer R91d PVC L. l 90 706880 Gasket(at 90°cam jdMs) PdrettrylOna • ••• • • i ..''a •• 7 �trrt��dae{¢ .346" 1.037 11 TP24718 I Bulb W"Iftersdi Flex PVC,Duro.BS -1 • • • • u tk `� �Y P • •• �7b• • .87B' uuq 7p9 � Q�.• UCEN,gF•.,�ce�'� 13 DOW 888,GE 7700 Stilcons or Equly 4 • •i i i • • •i • i 20 71662K Setting Block,Marto.3118 x 7110'x 4` Neoprene,Duro.85 00* •• „� W'd�- •� 050. 111 No. 21 71704AK SettingBlock,I.G.3116°It 1.3!32"x 4' N INSTALLATION ut7A I ` ecprene Qtro.85+!•9 - L7 22 DURAK716 1110'DumSeal 7/16°LAkAI LG.GLASS Spacer FASTENER COVER =0'•. r�GLASS BFJ101NG BEADING g . e 2D #8 x 1914°FH SMS Stowess Stao ••• • 5 #4270,6083-0 4270,6088 T5 30 781PDX #8 x I-Ouad PH SMS StawassstaM- i i • • 255,•063 T: : #4254,808375 • •• • • • • • • • •• • • • • • 0.LYNN MILLER.P.E. P.E.066705 ••• • • • • ••• • • ••• • • • ••• • • s MIAMI-D MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miam1aade.eov1economv , n 41, r� COPE: ��• This NOA is being issued under the applicable rules and regulations governing the*use of ooasAction...... materials. The documentation submitted has been reviewed and accepted by MiaMDade County-RER - .' Product Control Section to be used in Miami Dade County and other areas whereodl?Ved by tfie•Authority•••:• Having Jurisdiction(AHJ). ��• This NOA shall not be valid after the expiration date stated below. The Miami made Coni; product • Control Section(In Miami—Dade County)and/or the AHJ(in areas other than MiNZi-noe C040.0reserve ". the right to have this product or material tested for quality assurance purposes. JLN4Produot gr material • . fails to perform in the accepted manner,the manufacturer will incur the expense of amok testing and the AHJ •• may immediately revoke, modify, or suspend the use of such product or material wilhan their'unadiction...,;. • .0 RER reserves the right to revoke this acceptance,if it is determined by 11+Iiami Da4c C•at�Pty Pre uct control Section that this product or material fails to meet the requirements of the applicable DAildtng code!;•. :9900: This product is approved as described herein, and has been designed to comply with the Florl'rl'a Building s�� /f��v �S�'i � r �-s�� -:_�� ' fir/ � PROVAL�ID(3CUMENT: L?rawing No. 412 7-10, titled "Alum. Horizontal Roller Window, Impact", sheets I through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. r „ II4 FLING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal 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 user by the manufacturer or its distributors and shall be available for ins ion at the job site at the request of the Building Official. MR and consists of this page 1 and evidence pages E-1 and Vlt,'as we as approva oeumerit men ioneil above. The submitted documentation was reviewed by Manuel Perez,P.E. -.KM EVAo€couHrr x " E e710115 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 07-0815.09 and 06-0405.06) 2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window, Impact",sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,preparedly••• manufacturer, signed and sealed by Anthony Lynn Miller,P.E.: .'. '••• •••••• .. • ...... .... ...... B. TESTS • 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-- •. :"••: . . 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 • •• ••;•• along with marked-up drawings and installation diagram of an X0%aluminum'. ""• horizontal sliding window,prepared by Fenestration Testing LabozgWry,Inc, est Report No. FTL-5330,dated 07/18/07,signed and sealed by Carlds S.Rionda P.E. :. (Submitted under NOA No. 07-0815.09) go 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 go • .••:•. • 2)Uniform Static Air Pressure Test,Loading per FBC TAeIO2:94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4858,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC;TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4859, dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) Manuel P re ,P.E. Product Control Baminer NOA No.15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-1 I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 •••• . . 0000 0000.. .. 0000 0 D. QUALITY ASSURANCE 0000.. 0000 0000.. 1. Miami-Dade Department of Regulatory and Economic Resouraas NER). • 0000 .. . .0000. E. MATERIAL CERTIFICATIONS 6600 • •• 0.00• 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemica1:Company(MA)"••• 0000.. for their"Saflex Clear and Color Glass Interlayers"dated 0641W..L4,expirnlg on .0• 05/21/16. • 0 . • • 0000.. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Am�ric�;Inc. fero!W7 0• • "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,Kpi�'ing on10M1/16. • 0 • 00 . F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 16,2015, issued by manufacturer,signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May Ib, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No.FTL-5330,issued by Fenestration Testing Laboratory,Inc.,dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted cinder NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..FTL4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04,issued to PGT Industries for their Series "HR-710"Aluminum Horizontal Sliding Window -L.M.I., approved on 02/16/12 and expiring on 12/21/16. Man el PJJe ,P.E. Product Control Wminer NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 092015 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW A ( • •` (SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT.GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. "KURARAY BUTACITE PVBINTERLAYER 4 SAFL.EX®PVB INTERLAYER BY B.Stir LAMI CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE OF'It8"HEAT STRENGTHENED GLASS WITH A.090""PVW INTERLAYER. EASTMAN CHEMICAL COMPANY C.511W LAM)CONSISTING OF(2)LITES OF 1l8'HEAT STRENGTHENED GLASS NTH A.OW WW INTERLAYER. y _ E.7118"LAMI CONSISTING OF(1)LITE OF 3MV ANNEALEO GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH A MW-PW INTERLAYER NOA DRAWING MAP F.7118'LAW CONSISTING OF(2)UTES OF 3118"HEAT STRENGTHENED GLASS WITH A.090'"PVB'INTERLAYER. SHEET G.13/10"LAM)IG:(1)LITE OF 118°OR 3118'ANNEALED(MIN.)GLASS,5J18'OR 3W AIR SPACE AND 5118'LAW GENERAL NOTES.............I CONSISTING OF(2)LITES OF 118'ANNEALED GLASS WITH A M0"'PVB"INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13110'LAM110:(1)LITE OF 118'OR 3/18"ANNEALED(MIN.)GLASS,S/10"OR 3t8'AIR SPACE AND Stir LAM)CONSISTING OF(1)LITE OF 7V ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 118°HEAT STRENGTHENED GLASS WITH A.OW'PVB'INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS............5 1.13)78°LAMI IG:(1)LITE OF 118'OR 3118"ANNEALED(1011N.)GLASS,5118"OR 318'AIR SPACE AND 5118"LAMI PARTS LIST.......................8 CONSISTING OF(2)LITE$OF 1B'HEAT STRENGTHENED GLASS WITH A.OW"PV8"INTERLAYER. EXTRUSIONS....................7 CORNER DETAIL.............5 J.13118'LAM)IG:(1)LITE OF 118"OR 3178'ANNEALED(MIN.)GLASS,3118"OR tt4'AIR SPACE AND 7118'LAMI ANCHORAGE....................8-11 CONSISTING OF(2)UTES OF 3115'ANNEALED GLASS WITH A.09 -PVB'INTERLAYER. K.13Mr LAMI IG:(1)LITE OF IV OR 3Mr ANNEALED(MIN.)GLASS.3110'OR 7l4"AIR SPACE AND 718*LAMI CONSLSTING OF(1)LITE OF 3MW ANNEALED GLASS AND(1)LITE OF 3118'HEAT STRENGTHENED GLASS WITH A.9""PVW INTERLAYER. L.13110"LAMI IG:(1)LITE OF IV OR 3118'ANNEALED(MIN.)GLASS,3118'OR 114'AIR SPACE AND 7118"LAM) CONSISTING OF(2)UTES OF 3110"HEAT STRENGTHENED GLASS WITH A.OMr"PVB"INTERLAYER. 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13.00. /�F B.POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4,ANCHORAGE:THE 331!3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 T14ROUGH 11 FOR ANCHORAGE DETAILS. ..,.,,.. ��1 .. PRODUCC RBYISSO 8,FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Y wqh Rttild+ngCgda 7.REFERENCES:TEST REPORTS FTL-4850.FTL-4859 AND FTL-5330. l' ELCO TEXTRON NOA'S ANSUAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 9.FOR INSTALLATION IN THE MVH2 ABOVE 30 FT,GLASS TYPES G-LSH ��: � �� a�� ' � A • • • ��1 .1 LYNN tljl �� ALL HRVE A TEMPERED I.G.GLASS CAP.BOTH THE DP ANNANCHQf�OI� � ;.y��er+sg'••.R CC 7 ) ul LZ V06 f BlHEDlIm m La�DAILe 07�So•• 0:: •• • •o• '��Q;: §n P �?� ww i'C . •. LOR�O.• �(' J.J. 1a9l7/1t E FOCOMCOECH4s+ 1vEN sam •• • • • • ��'�.......... 'v +` �� X19 o taCAQT08$TEAa�Et�O ssaFTMOLF. eoegxasze AL 2p B*4'1'ROLIER Aft • CT AL�PIIw�4SFI�E F4 B Al f°' Roxaws'F�aara vw*Beta' r8trta 0+73 f •19 4927-9D F P• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • KVRARAY BUTACITE PVH INTERLAYER ® Or SAFLEX PVH INTERLAYER BY 21 50 21 50 EASTMAN CHEMICAL COMPANY GJ T� INTERI 53 112"NOM. 66 112"NOM. (ALL SECTIONS) GU1SS BITE GLASS BITE 51 60,61,62 61 63,64,65 118"ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS .09D PVH INTERLAYER .090 PVH INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 6116"NOM. 7118'LAMINATED 5/16"LAMINATED GLASS 7/18 LAMINATED GLASS 21 50 21 i ire NOM. 1f2"NOM. 59 GLASS SITE 59 GLASS SITE 62 52 PRODUCrUVISED 72,73,74,75,76, 9u;I�ifigC,¢de 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS Aa4p•nca Ngo L�O I�Qa I 090 PVB INTERLAYER :1109D PVS INTERLAYER EY 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS tdI 6/16'LAMINATED 7118"LAMINATED 6116"OR 318"AIRSPACE n 3/16'OR 114"AIR SPACE IV OR 3116' ANNEALED OR TEMPERED GLASS U 1/8"o7 3118"ANNEALED OR TEMPERED GLASSQD 13f18"NOM. 13/18"NQlA• ••• • • • • • •• " • •• i i i i `�� Oe1V LYPJN 1�7�i�� 13116°LAMI IG GLASS W/5/16"LAMI 13/16 LAMI IG GLASS WfW6 L.i�i+11• • . . •,• ! ........... F , g00 •• ••• •• • • • •• '•.'SC ' IT: No.5670S AD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. TE ^v 9 IS Uix *Zr crrura F REVl3WWTERLAY�MANtIFACTLMR CaLfIZ E L • • • ••• . • w;U.r s 7 1870 TECF MOGY ORNE . LOR4U; (•�;• AA 1WI7fl1 E N t3lAMTHISSWET N.VEMCE.R34275 T•` • dR 8?0l11 D AADEDKiCAPT08ETEMPE O +Sa>l7NOTG P.O.BOX46� ALUM.gt4fflZWAL/Zlit�.0 INDQW, P1 �11/��Oi�A"'tyy-yy NOKOMIS.FL 34274 11/elbly,$e ew•o�wNc date 4>•Wi+ a,e ALYNI�MaLar�P.E FX 1ANW J 1 3/C B F9t7f0 FUl1 2 d 11 4127-14 F P.E058785 • • • • • • • • • • • •• •• • • • •• •• TABLE 1. �R INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS Wl SAME DLO ARE V SMALLER) 26" 38" 38 3w1r or 43. w A BGH +60,0 -80.0 +60 .0 -0.0 +60.0 1 .60.0 +-6 .0 1 -60.0 +60.0 -6 .0 +60.0 -60.0 +60.0 i :6D.0 i1 +60.0 i1 :60.0 w A.S.G.1r -80.0 +8 .0 -60.0 +60.0 -60.0 +00.0 -60.0 +00.0 -80.d +80.0 - 0 +58.8 +86.2e -MIZ AFFOTR G INSTALLATION A,BAH +�Mo -6D.0 +60.O -60.0 +60.0 600 +60.0 60.0 + 0.0 00 THE HVHZ ABOVE 1084 A,B,G.H +60.0 60.0 +6�.0 -6 ,0 +60.0 -60.0 +600 -60.0 +8 .0 +54.6 -54.6 +51.1 .51.7 SHALL HAVE AS G AAAH +60.0 -60.0 +6D-0 -60.0 +e00 --- - 3 0 I-N ).61 +53.61 -53.6 1 +60.9 80.9 TEMPERED I.G.GLASS UP TCi 114" CAP.Cli ROTH ANCHOR THE OP = AND D,E,F, QUANTITY REMAIN UP TO 111" J,K,L UNCHANGED, TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WISAME DLO ARE V SMALLER) WINDOW GLASS WINDOW MONT WIDTH TYPE ALL HGONTS UP 70 63" TO 96 71116" A,13,0, G'H'I +-:607,04M.0 . ........... To as mr D.E.F, 1118- J,KL +75.0 -76.0 TABLE 3. OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE I SMALLER) 7 26" sr 64" so. or A,S,G,H +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 .76.0 +76.0 -75.0 +76.0 -75.0 so" ABOH +75.0 -76.0 +76.0 -75.0 +76.0 -76.0 +75.0 -75.0 +75.0 +75.0 76.0 +742 -742 +70.2 -70.21 72" AAAH +76.0 70.0 +76.0 .75.0 +76.0 76.0 +75.0 75.0 +16.0 78.0 +75.0 75,0 +69.6 -69.6 +65.2 -652 KtoDucy"vmm a cumplykw%vAh dw Fimme d& 0' 'C5 � E ABGH +76.0 -75.0 +75.0 -75.0 +76.0 -75.0 -75.0 +681 -W,l +63.8 .63.8 HuN4 cod* Acoomep 05 UP TO 74" CD,E,F, +76.0 -75.0 0 1 J K,L By MPpwdmt TEST REPORT FTL48M()(OX).FTI-4859(OX&XO)AND FrL-5330 G.13/18"LAMI r7-If8r OR 3/I6'A(MIN.).6/16-OR 318"AIRSPACE,5116"LAMI-(1/8 A, B.5/16-LAMI-(Vir A,.090,1/8-HS) H.13(18"LAMI 10-II8"OR 3116-A(MIN.),6118"OR 3/8'AIRSPACE,OW CAW 4181k,jftl") C.6/16"LAMI-(Iff HS,.090,118"HS) 1. 13/16"LAMI IG-118"OR 3116-A(MIN.),5/1WOR&WAIR SPACE,l5f46"LAb4-(4AlIS:-*,ftjs% ,\%' ,t LYNN At,, '0.......... J.13/16"LAMI IG-1/8"OR 3116"A(M),311W OR 114"SPACE,7116saMI-(416*198,A60k): E.7116"LAMI-(3116-A,.090,3/18"HS) K.13/16'LAMI IG-1/8"OR 3110-A(MIN.),3/16'OR IW SPACE,7/16"LAMI-(3/10-A,.090,3f18"HS) F.7116"LAMI (3116"HS, 090,Xl6"HS) jL13/lV'LAMI I(a-l/WOR3flvA(MIN)'3116-0Rl/l#V SPACE,7!6"fA I- 3116-M,.090,3/16148) a �-"I..al , l4wil$ A-Aft. 0 '7 7XII5. ..: t5TA ttl Lu W14fwto F Noomumimmaw • • • • =W. -imm w7lb-ammm DESIGN iREJSUREA got a a i.i. iwfrltl E No Tmsmwr N.vE=D'Zl'2 * * 0 o rj 1110C w;A- ZUM*#;6RlZ6*TAi *..........•.\-x L NLM�NDQW Jit aml 'a 6=10ow Tom Mmme"WTKQTEI P'0.eqx im IL ft"as a; MOMOKOW,Ft 3W4 1- 1 r- "M FA 222 ij.T%&&- 3 NTS w It 4127-10 F INTERIOR 37 32 35 22 39 1 22 p q 16 2 EXTERIOR INTERIOR 13 21 MAX.vENT DLO MAX.FIXEb DLO MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) HMAX.7 INTERIOR 97 35 32 37 39 FLANGE FRAME MAX. VENT DLO q 16 MAX. FIXED DLO 22 MAK FIXED DLO --+ MAX.VENT DLO - MAX.W1DTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 41jklNWRIOR 8 22FINTERIHOR f�®rX+dw Fwwt% 12 24EXTERIOR -Ell' •erEXTERIOR • • • i �;''�}GYNSg'•.,may �� •• ••• HEAD •• • • • w z�: 10 SECTION C-C 42 SILL ' 'c' Plo.e07o5 (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL•SECijIi?N,I.F,FR k4� ) i�ii�)>' LM 6lt4lt6 NO CNlMt0E7H188HPET • • • • • •• •• 'sC)•'•• ST Or �oroTEcxtNaLooroNwe SECTIONS •__- - v�� •F'toRtn�•'Ca J.A fw7l19 E moomm[�EOWSHEEY N.bENCE.FR892T6 T°tl •� iS �� JAD MUG7IANOE7Nt38ttEE7 P.O.e4X1620 HORIZONfAl OLLER��+'W�t lb IMPACT • ,,;'! t�,. i NOK00.tl3.FE S42T4 (fjj�.$ate IZA.LYNN}A P.E. p y J� 9/2 7ta Haff 6 "if 4127-10 F P.E. Gom ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • frEWDWGNIRM4 DESCRWMN MAIL PGT# Him iywc#mw DESCMUCIN MAT'L PGI'# 1 1 4102 A FLAN(EFRAMEHEAD 6063-'TEAL 612237 66 CLASSIDAVIAMIIG•1/8-A .).3/8"AIRSPA 5/10-LAW US-A.090PVB 1/8"A 2 4025 SASH STOP TD. ANTI LB?T CLIP 6063-TS AL 612244 67 13!16"LAMI 10.1/814 IN. 3/8"AIR SPA 51W LAMI 1/8"A .010 1/8"HS 3 #8 X 3/4 PH.PAN HEAD 7934AA 68 13116"LAMI I()-VrA IN. 3/8-AIR SPAM 5/16'LAMI 118-HS.090 11 4 4053 SASH STOP COVER(SASH SM?) 6063-T5 AL 69 13/16"LAMI10.3/16"A I4.,5/]6-AIR SPAM,5/16LAMI US-A .090PVB US°A 6 4136 FLAN(AFRAMESIL 6063-TEAL 64136 70 ° 13116"LAMI IO.3116'A(MINI 5116-AIR SPA 5/16-LAW IIVA .090FVB.1/8- 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 " 13!16"LAMI 10.31 WA 04M.5116'AIR SPA 5/16"LAMI U8-HS,.090 FVB VS"MS p 8 4131 ROLLBRTRACK 6063-T6AL 64131 72 13116"LAMI 10-IIVA IAL 1/4'AIR SPA 7/WLAMI(3116-A-090 3116'4 10 171298 1 IWEEPHOLUMVER POLYPROP. 71298 73 13/16"LAW IO /rA(MINI 1/4-AIR SPA 7116'LAMI 16'4 -090PY81 YWHS 12 1626 IADHMM OPEN CELLFOAM PAD 7PAD1626 74 1 0IIV'LAMIlGl/8"AMINI4"AM SPACE.7116'LAMI p116HS,A90PVB,3116"HS 13 4002 A FLANC EFRAMEJAMB 6063-T6 AL 612225 75 ° 13/16'LAMI 10.3/16"A NIX3/16*AIR SPAM,7/16"LAMt(3/16"A,.090 3/I6"A GASKET FOR MAINFRAME SIL JOINT 74134WtK 76 ° 13/16"LAMI 10.311VA(MIN.).3116"AIR SPACF,7116"LAM[(3/16-A,.090 PVB,V16'H 14 4134 QUAD PN SMS 781 A 77 13/16"LAW X0.3/16"A IN. 3116'AIR SPA 7/lb"LAMI 16"H .090 PVB.3/16'HS) 15 1155 G X 1.000 16 4110 0 SCREEN ADAPTOR 6063-TS AL 641100 90 1014 SCREENCORNFRAME OR&VER. 3105-H14 AL 17 4054 B FMFDMEMWORAIL 6063HD•T6AL 64054A 91 1630 SCRENCORNERKEYWIOUTRRINCIS POLYPROP. 92 1631 3CREENCORNERKEYW/OUTRIN05 POLYPROP. 19 4066 WSTP. 187 X.230,FIN SEAL 640660 93 1073 SCBM N SPRING ST.ST. 21 4105 ISASH TOP&BOTI.OM RAIL 6063-T5 AL 612240 94 1624 SORE N SPLINE-.135 DIA.FOAM EM PVC 22 16M WSTP 250 X.270BAM FIN SEAL 616830 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1 ROLLERHOUSINO&GUIDE 42112HD 96 SCREEN (20TH 24 226 BRASSRCIIIERWHEEiS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER.SASH TOP CUM POLYpROP. 44128N 32 4006 D SASH ME WORAI. 60GHS-T6 AL 64006 2.710 33 1235 WSTP..170 X.270BACK,FIN SEAL 67SI60 35 1096 ISWEIPLATCH DIMAST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 SASH SI)ERAIL 6063-T5 AL 64126 2.024 38 1683 WSTP..2SOX.27flHACK,FIN SEAL 616530 .06239 7070 BULB WEATHERSTR1P.187X.275 67070K 40 LIFTRAILCOVERCAP 74078"C"LORR 41 4139 IY.FRAMEHEAD 6063-TEAL 64139 42 4140 II.F.FRAME SILL 6063-T6 AL 64140 0I.F.FRAME HEAR #4139,6083-T6 43 4141 ILF. 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No.50705 64 7/16'LAM! 3/16'A .090P%M 3116'HS ¢2 I.F.FRAME SILL 65 - 7/16"LAMI 3/16"4%.090 PVEI,3116-HS) 0•• #41 0083 LAt a/1" F NO CHANGE TMSHEET PAR' • • • • • •• •• b'q'• fiT'RTGO�Y ,•`�," 1014TECHNOLOGYDNWE PAR' Lisr •*-. • • • �i�•<yi.i•.LORit7..'``(:l;. JA1AH1H1 E OHAHGETI>0MZr N.VENCE,K34276HGT JASLAH! R 7vGIA8STYPFB PA.BQ%tb�b ALUM.HOR1ZQNtAL IMLLERW?4DW,IMPAC ••�`r,,;CrdAl- pg� qg" NOKON18.FL 34724 WY4462 Raw A4Nk9¢ 8dw �Ntli ~i6 A LYNN Mf�fL P.E. pK ?I? g 3173�DB KWIo A?S B > ?? 4127-?0 P.F-lW08 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t�1.813�� 062 1.187 I-- 040 138 3.52L 1 443 1 SASH STOP STOP COVER ]173 3. 4 #4053,8083-T5 tE22 F--U�I I F �-•--2.71t1'—�I L 7-784 FLANGEFRAME e EAD 6 FLANGE FRAME SILL 7 FRAME SILL ADAPTER — � L #4136,8083.76 #4137,ONS-T6 T 1.383 1 .082 081 1.87 062 1$ FLANGE FRAME JAMB —4--.082 #4002a,8063 T$ .490 � 437 1 1.46 OSASH STOP #4925,8963-T5 HOR{Z RO#413LLER R e RACK 17 FIXED#40548,ETING 6MH�RAIL .062 2.79 ]183 1,187 2.,26 1 " .678 M1.30-4 -+•1 1.081 h— 29ri 1.096 1�--" PR0PUcr R6vtsHD 21 SASH TOP&BOTTOM RAIL 3g SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,6/16" asjul qadewmths Fk" 94133.8083-T5 #4008D,OMHS-T8 #4126,6003-78 #40398,60(1345 pl 15c`9 0 ' j � � P 1 050 $78 878 �_i .678 .683 .050 1.0 1.0�'�"--�`I .060 1.19$-1 -f ••• • i -Igt •• t GLAZING BEAD,5/16" GLAZING BEAD 7/16" ' 16� �� .`YNM GLAZING BEAD,7/16" 64 #40448,8083 75 55 #4222A.808375 56 #986C,6063-TS, 59 • • 1ti1GD• 0 �i 8983 • ' � �•" (USED WI GRILL KIT) (USED W/GRILL.KIT) •• ••• •• • • • •• •. • • • • • • • rah'• Tr:)F 4 L 8W4HG F NOCHA11NQ1;TWSWEET 7070TECI OGYDANE • • • • ••• •:��'••,FLURtOf`.•'' ;�' T _ 7� / rr." ralTnt a A10" liE7ME48WEET n cerate,ra aa2ra ! ALUM.HOAI313NWROLL , WI OW,IMP T �• ``• `� 1;lAI- JR anent o NO CHAAMW TMS MET P4.09Xts2e p'yyyy w.raw 1'me �°` wgXOM s � 3azia ' JQ10°r ldQ7to mw Half 7 a 11 4127-10 F a�vP.E b e FA 27 8 dJ 329108 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4 NOTES: OL488 TYPES A.B.C.G.K1 GLASS TYPES D.E,F.J,K,L 2 3 WOOD 2CONZ3,WOOD 2,CONC 1,C ONC W- , 2-114'ELCOSS4CREi'E-FLEX 3-812 STEEL SCREWS(GS)ZONES E D �: HEAD 880.1 HEAD 8 SILL HEAD 6 BILL HEAD 6 SILL HEAD&S&L FOR INSTALLATION IN THE HVHZ ABOW� • $ S.6116'LAMI-(118"A,.000,V8"HS) FT.GLASS TYPES G-l S+iALI HAVE A �,:; C.6118"LAW-(118'HS. SO.IV HS) TEMPERED I.G.GLASS CAP.BOTH THE OP AND 83125X 88.376 1+0219+02+t 2 1+C2+1+C2+1 2 1+t�+1+02+1 2 I+C2+i+C2+1 2 1+020+020 2 1+C2+1+C2+i 2 D.7/18"LAW-(.3118"A,.888,.3118"A) ANCHOR QUANTITY REMAIN UNCHANGED. 45.000 1+02+1+02+1 3 1+(2+•1+02+i 3 W2 1+02+i 3 1+C2+i+C2+4 3 i+C2+1+02+i 3 1+C2+1+C2+1 3 E.7118"LAN-(3118'A,.O9D,3118"HS) 60,8 i+C2+1+C2+1 3 i+C2+i+02+1 3 14C2+1+C2+1 3 1+0.2+1+02+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 F.7118"LAMI-(3118"HS,.B�,34'98'HS) 0.13116"LAMI IG-IV OR 311W A(MIN.).6MW OR 3113"SPACE,6/18"LAMI-(118"A,d�1.1B"A) 64.000 1402+i+02+1 3 1+C2+1+02+1 3 1+C2+t+02t1 3 t+C2+i+C2+9 S 1+02+1102+1 3 9+0211+02+4 3 H.93118°LAMI IG-118"OR 3118"A(MIN.),6118"OR 3u8"SPACE,8118'LAMI-(118 A 080,118'FIS) 00.100 1+02+1+02+f 34+02+1+01+1 3 9+Cd+1tC2+t 3 1+C2+1+C2h1 3 1+02+1+C2+1 3 1+02+1+02+9 3 1. 13MO"LAMI IG-118"OR 3118"A(MIN.),SH8"OR W SPACE,6H6"LAM!-(1!8"H$,.(t80,IV HS) 1.13198'LAMI IG-I/$*OR 3118'A(MIN.),3118"OR 4!4'SPACE 7118"LAMI-(3118"A.000,3190 Ay 63.000 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 i+C1+1+C2+/ 3 1+02+1+C2+/ 3 i+C3+1+p+i 3 K.1311W LAMI IG-118"OR.3f18"A(MiN.).3/16'OR t/4'SPAM?tlW LAMI-(3118"&.080,3418"HS) 00.000x 38.376 1+C2+1+C2+i 2 1+02+1+02+1 2 1+C2+1+02+i 2.1402+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+02+1 2 L• 13H8"LAM)10-118"OR 3118"A(MIN.),3118'OR 114"SPACE,7118"LAW-(3198"1-18,4000,3116"HS) 40.000 1+02+1+C2+i 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 i+C2+2+C2+1 3 3. NG 60.826 1+C2+1+02+1 3 1+02+i+C2+1 3 i+C2+i+C2+1 3 1+02+1+C2+1 3 1402+1+C2+1 3 1+C2+2+C;2+i 3 00uFENS10N8' FOR WINDOW SIZES NOT SHOV�I GO TO NEXT LARGER WINDOW{N TABLE. 64.00D 1402+i+C2+1 3 1+02+1+C2+4 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+02+i 3 1+C2+2+02+1 3 00.000 i+C2+1tC2+i 3 1+C2+1+02+1 3 1+02+1+02+1 3 i+C1+1+02+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 63.000 i+C24I+C2+1 3 1+C20+02+1 3 1+C20t02+1 3 1402+1+02+1 3 1+02+1+C2 i 3 t+C3+2+02+1 3 TABLE KEY 74.WDx 30.378 1+CZ+2+CZ+i 2 1+C2+1+02+1 2 1+C:2+•2+02+1 2 1+C2+2+p+1 2 1402+2402+1 2 1+02+2+C22+1 2 X O �C 46A00 1+C2t2+02+1 3 1+C2+1+C2+1 3 t+C2+2+CS2+1 3 i+C2+2+C2+1 3 t+C2+2+C2+1 8 1442+2+C2+i 3 ll+C3+4+C3+11 3 rAPK Hit QUANTITY PER JAMS SDAU 140+2+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1402+2+(*+1 3 1+C2+24O2+1 3 1+C2+2+C1+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+02+1 3 1+C2+1+02+113 I 11+C:2+2+02+1 3 1+02+2+02+1 3 i+C2+2+C2rt 3 itC3+2+02+1 3 A CLUSTER OF(3)ANCHORS CENTERED T A 60.E 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+CZ+2+02+1 3 1+02+2+02+1 3 9+C2+2+C2+1 3 1+C3+2+CX++1 3 AT EACH ETCPLUS(1) RNCANCHORAT EACHH OPERABIE VENT 83.000 1+02+2+02+1 3 1+02+1+02+1 3 i+p+•2403+i S /+03+2+p+1 3 I+C2+2+C2+1 3 1+C3+2+02+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.000x 30.375 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+4 2 1402+2+02+1 2 1+02+2+02+1 2 1+02+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL 40.000 i+C Z+2+C2+i 3 1+C2+2+C2+1 3 1+C2+2+02+i 3 i+C2+2+C2+1 3 1+02+2+C2+1 3 1+C3+3+pt1 3 (3"MIN.O.C.ANCHOR SPACING) 00.828 1+02+2+02+1 3 1+C2+2+C2+i 3 1+C2+2+C2+1 3 14C*+2+02r1 3 14C*+2+02+i 3 1+03+3+02+1 3 $4.000 i+C2+2+02+1 3 1+02+2+C2+1 3 i+C2+2+02+1 3 i+C2+ 1 2+W 3 1+02+2+C2+13 1+04+3+04+1 31 25314'max. --«-�(••-3"MIN. 60.000 1+02+24C2+1 3 1+C2+2+C2+/ 3 1+C3+2+C3+i 3 i+CS+2+C3+1 3 1+C2+2+02+1 3 1+04+S+Ci4+i 3 + a ! 83.000 1+02+2+C2+1 3 9112+2+0241 3 1102+2+03+1 8 1+03+2+C3+1 3 1+02+2+02+1 3 1+044,3+04+1 3 9 F' X Q PRODUCT REVISED 36.375 144D2+2+02+1CL +2+02+1 2 1+C2+2+ +i 211+02+3+02+1 2 1+42+8+02+1 2 1+02+3+C2+1 2 i+C2+4+C:2+1 2 -- '� ascomPlyiugwitgq•plt vwta, aoea 41000 1+C1+3+C2+1 3 1+C2+24C2+1 3 1+p+3+C3+1 3,11+133+3+03+1 3 i+C2+3+C2+•i 3 1+08+4+034.1 3 MTG.RAIL,TYP. nce�+I�ec nw C •fix) I+C2+3+C2+1 3 1+02+2+0211 3 , , t+p+3+C3+1 3 14C3+3+C3+1 311+03+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS R"H7 ume I F- _ SCOW t+C3+3+C3+1 3 1+02+2+02+1 3 1+03+3+C3+1 3 1+02+3+02+1 3 i+C3+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 00.00D ttp+3+03+1 3 i+C2+2+C2+1 3 1+04+3tC4+i 3 1+C4+3+C4+1 4 1+CS+3+C3+1 3 t+C4+4+04+1 3 63.000 1+C3+3t0.3+1 311+02+2+020 3 i+C4+3+04+1 3 i+C4+3+04+1 4 I+C4+3+C4+1 3 1+C8+4+C6+1 3 25 314'MAX. ' 3&378 140213+112+1 2 9+C2+2+02+1 2 14C2t3+C2+1 2 9102+3+02+1 3 1102+3+C2a1 2 1+02+4+4241 2 j I•��{u0i1�i i • ••• • s ••• 1 4&00D 9+02+3+02+1 3 1+12+2+12+1 3 I 1+0213+08+9 3.1+03+3+C3+1 3 1+02+3+C2+i 3 1+03+4+02+1 3 L_ __ C .-C i�h`y� • • �� t! LYNU C REF. X • • • •X• •• • �. �� I! i 1+C2+3+C2+1 3 1+02+2+C2+9 1+03+3+02+1 3 1+03+3+0311 3 1+030+02+1 3 • • • •-• • r �..•'>>Gr wst. '•.FQ 54.000 1+p+3tpN 3 1+C2+2+02+1 3 t+C3+3+G3+1 3 1+03+3+03+1 311+03+3+03411 311+04+4+C4+1 9 No 50701, 00.000 1+02+3+C3+1 3 1+12+2+C2+1 3 1+C4+3+04+1 311+04+3+04+1 4 i+C3+3+C3+1 3 1+CA+4+CA+1 3 MTG,RAIL,TYP. 63.00D 1+p+3+C3+1 3 1+C2+2+02+1 3 1404+3+04+1 311+04+3+r.4+1 4 1+0.4+3+04+9 3 1+06+47C2<t1 4 EXAMPLE CLUS'jER% QTY.OF(4)ANCHORS14 ^� 7 LJN. 6114H6 F MOC W OE71118 8T °�'�" • • • • fir, STA ANCHORAGE• CJ G OJC 914- -?/A� ;n��fl�, :T 1078 TECt8+txtX+v IxOWE •!, "•• F ' J.J 40t47f11 H NOC 7wShwr w.vEwtlE,ftUv aw • •• • • Apr.' ....... ;�: JJs &=I a a�D�cnrror�TErar D + 7No7� P.o.xwc,sas ALUM.HORIZfAN7'AL k&LE'Jf WTNDOVJ 1f19PAC7: 9"111 C�V�''P"�.t��5��. py, wDKOMlS,R.34T74 �jl . •MYWY4 8,ix Ra1vm 4t At'YII74lwwteK P.E. F.IG 2126/08 JJ. rwtlo NTS 8 • 14 4927-10 F P.Errsm ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUAN'i1 E XOX i/3-i/3.1 WINDOVIIS TABLE NOTES: GLASS TYPESA.B,G,H GLASS TYPES C.D,E,FJ4,K.L ANCHOR TYPE 2.3,WOOD 2,CON( 1,CONIC 2,3,WOOD 2,CON( 1,CONN 1.ANCHOR TYPES: &SURSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1.1/4"ELCO TAPCONS 2-i/4"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(GS) iRiiNOOW SRE HERO 6 881 HEAD 8 SILL HEAD 8 SILL HEAD&BiLI MEND&8&t !HEAD&88 L 2. A.6/iir LAMI GLASS TYPES-(Iff A,,00,i/8'A,.00,IV A)11W � FOR I GSLA88 TYPES G- SHALL HAVE 30 v 4&000x 3&378 1+02+1+t2+1 2 1+C2+1+C1+1 2 1+L2+1+C2+1 2 2+02+1+02+i 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 C.5118"LAW-(128"HS,M,V8°HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 4&080 i+t2+1+•C2+1 3 t+C2+1+C2+1 3 1 1+O2+i+C2+1 3 i+02+1+02+1 3 1 i+C2+i+C2+1 3 1+t2+1+C2+1 3 D.7/16"LAW-(3118"A„010,3/1S"A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.825 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C1+1+402+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 E.7H6'LAMI-(3118"A,.0908°HS) F.7)18'LAM-(3118"FiS,.090�,33116- 3/18'HS) 64,00 1+402+1+40+1 3 1+02+1+40+1 3 1+02+1+02+113 1+C2+1+C2+1 3 1+401+1+22+1 3 1+C2+1+402+1 3 G.13/16•LAMI IG-118°OR 3118"A(MIN.k 5118"OR 318°SPACE,W18'LAMI-(126"A,090,IV A) 60.0 1+C2+1+40+1 3 1+C2+1+C2+1 3 1+C1+1+02+1 311+02+1+C2+1 3 1+402+1+02+1 3 1+C2+1+02+1 3 H.1311W LAMI IG-IV OR 3116"A(MMT.),5liW OR 3V SPACE,5118"LAMI-(118"&.090.lw HS) 83.018! 1+402+1+G2+1 31+402+1+02+1 3 1+02+1+02+1 3 1+02+1+Cdr! 3 1+02+1+02+1 3 1+403+1+03+1 3 1. 13118°LAMI IG-IV OR 3116'A(MIN),5M8'OR 318"SPACE,6118"LAMI-(IV HS,.�,1i8"HS) J.13/18"LAMI IG-118"OR 3115°A(MIN.),W18"OR 114"SPACE,7118'LAM!-(311(°A.AW.3118"A) 63.126 x 38.375 1+C2+1+C2+i 2 i+C2+1+22+i 2 1+02+1+02+/ 2 i+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+02+1 21 K,13/16'LAMI IG-118'OR 311W A(MIN.),3218"OR 114'SPACE,7/18"LAW-(3118"A,.090.3116'HS) 41LWO 1+02+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+402+1+t2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 L. 13118"LAMi IG-128°OR 3118"A(MW.).3218`OR 124"SPACE,718°LAMI-(3118'HS,.090,3116'HS) 60.625 1+02+1+02+1 3 1+02+i+C Z+i 3 1+C2+i+C2+1 3 1+C2+1+22+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING KWO 1+402+1212+1 3 1+02+1+02+1 3 1+C2+1+•C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C Z+1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. GO.W0 i+C2+i+02+1 3 1+02+1+02+1 3 1+(*+i+C2+1 3 1+C2+1+(2+1 3 1+402+1+C2+1 3 1+03+1+03+1 3 63.000 1+02+1+C2+1 3 1+C2+1+02+1 3 1+t2+t+C2+1 3 1+02+1+02+1 3 1+02+1+tx+1 3 i+C3+1+03+1 3 HEAD&SILL: 101!2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE W.WDx 3&375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 253V4'MAX CM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 22112°MAX.O.C. 48.1180 1+C2+1+C2+1 3 1+C2t1+i2+1 3 1+C2+1+C2+1 3 1+02+1+f2+1 3 1+02+1+C:2+1 3 1+C2+1+C2+1 3 TABLE KEY: 80.826 1+02+1+0+/ 3 1+C2+1+0+1 3 1+02+i+C1+1 3 i+C2+1+02+1 3 1+C2+1+c2+1 3 1+C.1+1+C2+1 31 X O a 64.0100 1+02+1+402+1 3 1+02+1+402+1 3 1+0.1+1+02+1 3 1+02+1+020 3 1+CZ+1+C2+1 3 1+C3+1+C3+1 31 ll+C3+17E+lr3 ANCHOR QUANTITY PER JAMS 60.000 1+C2+i+C2+1 311+02+1+02+1 3 1+402+i+C2+1 3 1+02+1+C2+1 3 1+C2+i+01+1 3 1+C3+1+C3+1 3 6&MO 1+02+1+40+1 3 1+C2+1+C2+1 3.1+C2+1+02#1 3 1+C3+i+C3+1 3 t+C2+1+02+1 311+o3+9+03+1 3 HEAD AND SILL ANCHOR QUA 88.00 x 38.375 1+02+1+02+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+C2+1 2 1+02+1+C2+1 2 1+02+1+(2+1 2 A CLUSTER OF(3)ANCHORS CENTERED CENTERED TIES E ON EACH MEETING RAIL PLUS(1) 4&WO 1+02+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+CZ+1+02+1 3 1+02+1+C2+i 3 1+02+1+02+1 3 ANCHOR AT EACH OPERABLE VENT 80.675 i+C2+1+C2+i 3 1+(2+1+22+1 3 1+22+1+02+i 3 1+02+1+C2+1 3 1+402+1+C2+1 3 1+03+1+0341 3 PLUS(1)ANCHORS AT FIXED SECTION. 54 WO 1+02+1+220 3 1+C2+1+C2+1 3 1+C2+i+402+1 3 1+02+1+02+1 3 1+C2+1+402+1 3 1+C3+1+03+1 3 (8)ANCHORS TOTAL AT HEAD AND SILL 68.80 1+02+1+0+1 3 1+C2+1+402+1 3 1+02+1+02+1 3 1+C3+1+C3+1 3 1+02+1402+1 3 1+C3+1+C3+i 3 (3"MIN.O.C.ANCHOR SPACING) 63.000 1+C2+1+C2+i 3 1+C2+1+C2+1 3 t+C3+1+C3+1 3 1+03+1+C3+1 3 1+C2+1+C2+1 3 i+C3+1+03+1 3 74.080 x 38.375 1+02+1+C2+1 2 1+C2+1+02+1 t 2 1+C2+1+C2+1 2.1402+1+C2+1 2 1+C2+1+02+1 2 i+C2+1+02+1 2 26 314'MAX. 48.000 i+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 311402+14C2+1 3 /+C2+i+C2+1 3 1+C3+1+C3+1 3 1 —«�(+-3•MIN• 60.826 1+02+1+402+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+C3+i+03+1 3 ]- 8"REF. &1.000 1+02+1+40;2+9 3 1+402+1+22+1 3 1+02+1+402+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 � 60,000 1+C2+1+C2+1 3 t+C2+•1+C2+1 3 i+C3N+C3+1 3 i+C3+1+C3+1 3 1+0221+0x+1 3 1tq+1+40.3+1 3 PRCtDUOTRSYts1� xs couaplyhtg with Ow Flo" 63.4100 1+C2+1+C2+1 3 1+C2+1+02+1 3 i+C3+i+C3+1 3 1+C3+1+03+1 3 7+02+t+t2+1 3 1+C3+1+C3+1 3 bulaagtb 64.000x 35.376 1+402+i+C2+i 2 1+02+i+C2+t 2 1+02+1+02+1 2 1+02+i+C2+1 3 1+02+i+C2+i 2 1+C2+1+02+1 2 MTG.RAIL,TYP. A (q nq) 48.E 1+02+1+02+1 3 1+C1+1+•02+1 3 i+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C2+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 6 60.528 1+C2+1+40+1 3 1+02+1+02+1 3 1+40+i+C2+1 3 1+402+2+C2+1 3 1+02+1+C2+/ 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) B I Pmt S4.Cxi0 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+C3+1+03+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 ' 60.0100 t+C2+1+C2+i 3 i+C2+1+C2+1 3.1+C3+1+03+1 3 1+03+1+03+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 25 3/4"MAAX.. 83.00 1+03+1+C3+1 3 1+C2+1+02+1 311+03+1+C3+1 3 1+03+1+03+1 4 1+403+1+C3+1 3 1+04+1+C4+1 4 3- 4 • • • • •• 111t1rr1tt rt 88.437x48.3000 1402+1+02+1 3 1+(2+1+(2+1 3 1+02+1+02+1 3 1+O2+!+c2+1 3 1+C2+i+C2+i 3 1+c3+1+03+1 3 I 4- 7: • • ii1G8"REF.80.528 1+02+1+02+1 3 1+02+t+02+1 3 i+02+2+02+1 3 /+02+1+02+1 3 1+402+1+02+7 3 1+C3+i+c3►1 3 64.000 1+402+1+402+1 3 1+02+i+C2+1 3 1+03+1+C3+1 3 1+C3+1+03+1 3 1+02+1+C2+1 31+03+1+03+1 3 _ H".56705 60.000 1+C2+1+01+1 3 1+C2+1+C2+1 3 I 1+C3+1+C3+1 3 1+03+i+C3+14 1+C3+1+C3+1 3 14001+040 4 MTG.RAIL,TYP. ' 6&wo 1+03+1+03+1 3 1+02+1+02+11311+03+1+03+1 3 1+03+1+C2+1 4 1+C3+1+C3+1 3 1+CA+1+C4+1 4 EXAMPLE CLUSTER 1�V(`QTY.O�(4) •HORS vexowuHas • • • STAT:8F •1V`•• LJ4L sn4tia F NOCHANCHET7ttFffE7 +o7oT�Cn+rnoovur+<ve IWGHORAGE" Gl G 11 l3- -7/3 °• ,��.''.Rrvalol:.'U``: J„L it"7/11 E NO CMqNW IMS aREEr N.vE4ncE,Rxave nr • ° �•rs S'!y;" ' (�� rJz' St1 is IOC.4P70lJ +SOhTAOlE. PA.�jx,aze ALUM HORIZAI KSLLERWI� IMPACT: • �,, jiInL,t, V—wae■ a,er 4iW(OhCI9,F1.3W4 i/i3ftli!8[W °i6ptl aLYfB+MILtEltPE. A. g ww 1�7t0 ALTS 9 d 11 4127-10 F P E#saros ••• • s • • s•• • • • • • • • • • • • • • •• •• • • • •• •• STAW 6 NOTES: GLASS TYPES A.S,G,H GLASS TYPES C,D,E,F,I,J,K,L 2,3,WOOD 2.CONC mi+C2+1 2.3,WOOD 2,COIL 1,COI i` 2.114'ELOO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(CIS) ZONES SZONES ZONES ZONES �' r: >_ �°- FOR INSTALLATION IN THE HVHZ ABOVE 30 0010""m Ftp Yl) B.$118 ) FT.GLASS TYPES 0-L SHALL HAVE A of ofoa -� oa ey C.Stir LAMI-(if'HS..D,1f6'HS) TEMPERED L0.GLASS CAP.BOTH THE DP AND 1102+1 2 1+G2+1 2 +C2+1 2 1+X2+1 2 1+X2*1 2 D.7/18•LAMI-(3MW A..09D.3Mr A) ANCHOR QUANTITY REMAIN UNCHANGED. -`-' E.7/Ir AMI-(3tIS`&,090,3lIrHS) 46.000 1+C2+1 3 1+C2+1 3 3 i+C2+1 3 i+C2+1 3 F.7118"LAMI-(3118"HS«080,3M8'HS) By 9+C2+1 3 i+C2+1 3 � ; 1+02+1 3 1+C2+1 3 1*C2+1 3 G.13th LAMI 10-1f8°OR 3f18°A(MIN.),5(18°OR 3W SPACE,5f1S`LAMI•(119"A-090,U8°A) H.1311r LAMI 10•if8'OR 3/18'A(MIN.).SMB'OR 318'SPACE,6J18°LAW-(#B°A,.0,IV HS) 54.E 1+C2+1 3 1+C2+1 3 i+M+1 3 i+C2+1 3 1+02+1 3 1+C2+1 3 1 1. 13/16'LAMI 10-1f8'OR 3118'A(M kN 5Mr OR 318'SPACE,5M8'LAW-(118'HS,.QSO,U8'HS) 60.000 i+C2+1 3 1+C2+1 3 1+C3+1 3 1+12+1 3 1+C2+1 3 i+c3+i 3 J 13118'LAMI 10-tt8'OR 31`18'A(MIN.),MW OR ITC SPACE,7118'LAMI-(3118'A,.490,3118'A) K.13MW LAMI IG-lfr OR 3116'A(MIK. MWOR 114'SPACE,TM8'LAMI-(3118'A,.Oq0,3M8`HS) 63.000 i'+C2+1 3 1+12+1 3 1+C3+1 3 1+C2+1 3 1+•C2+1 3 1+C3+1 3 L. 13116'LAMI IG-Iia°OR MW A(MIN.).3MV OR 114"SPACE,7118'LAMI-(W18'HSASO,Stir HS) 48.000 X 38.375 1+C2+1 2 1+1,"2+1 2 1+02+1 2 I+C2+1 2 1+02+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 46.000 i+C2+1 3 1+C2+1 3 1'+,2+1 3 1+02+1 3 1'+C2+1 3 1+02+1 3 DIMENSION. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 i+C2+1 3 1+C3+1 3 1'+C32+1 3 1+C2+1 3 1+03+1 3 54.000 1+03+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 i+C2+1 3 9+03+4 3 noo 60.000 1 +C3+1 3 1+03+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+X3+1 3 63.00D 1+C3+1 3 i+C2+1 3 1+C3+1 3 1+C3+1 3 1+02+1 3 1+X3+1 3 TABLE KEY: O 1+C2+1 2 1+02+1 2 1'+42+4 2 1+C2+1 2 i+02+1 2 a+c3+2 3 ANCHOR QUANTITY PER JAMB 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+X2+1 3 1+02+1 3 1+C 3+1 3 HEAD AND SILL ANCHOR y't�ANiMES 54.000 1+03+1 3 1+C2+1 3 1+030 3 1+C2+1 3 1+Cr3+1 3 A CLUSTER OF H MEETING �i CENTERED ON THE MEETING RAIL 60.00D 1+03+1 4 1+C2+1 3 1+C3+1 3 1+03+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE VENT AND FOXED SECTION.(7) 63.000 1+03+1 4 1+C3+i 3 1+C4+1 3 1+03+1 4 i+C3+1 3 i+C4+1 3 ANCHORS TOTAL AT HEAD AND SILL. 80.000 x 36.375 1+02+1 3 1+C2+1 2 2+C2+2 2 1 i+C2+1 3 1+C2+i 2 2+C2+2 2 48.00D 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+02+1 3 2+CS+2 3 {3'MN.O.C.ANCHOR SPACING) %SM 1+C3+1 3 1+C2+1 3 2+C3+2 3 1'+C3+9 3 1+C2+1 3 2+C3+2 3 $4.00 1+03+1 4 1+C2+1 3 2+C3+2 3 1+03+1 X 4 1+ 2+1 3 2+C3+2 3 1 1 3t4'MAX. ",,.)I•w-3'MIN. 60.000 1+C3+1 4 1+03+1 3 2+04+2 4 1+C3+1 4 1+03+1 3 2+04+2 4 Ir REF. 83.000 1+C3+1 4 1+p+1 3 2+04+2 4 1+C3+1 4 1+03+1 3 2+04+2RAIL 4 66.000 x 38.375 2+C2+2 3 1+C 2+1 2 2+C2+2 3 2'+C2+2 3 1+02+1 2 2+X2+2 3 PRonln•I REVM n ea amptyUg w6d d.FiaWu BaildingCoda 46.000 2+C2+2 4 1*,2+1 s 2+C3+2 s 2+X2+2 a i+C2+1 3 2+C3+2 3 MTG. ar�o�'oo•"u,i •o ) +xpL! 50625 2+0+2 4 1+C 2+1 3 2+C3+2 s 2+C3+2 4 1+C2+1 3 2+03+2 3 EXAMPLE CLUSTER Wl QTY.OF(3)ANCHORS S. 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 i+C2+1 3 2+03+2 4 (SHOWN IN TABLE KEY ABOVE) M P 60.000 2+C3+2 4 1+C.3+1 3 2+04+2 4 2+X 3+2 4 1+C3+1 3 2+04+2 4 83.000 1+03+1 4 1+X3+9 3 2+04+2 4 2+03+2 4 1+G3+1 3 2+04+2 4 8 314"MAX. 2+C2+2 3 2+C2t2 2 2+02+2 3 2+X 2+2 2 2+C 2+2 3 jAINiTV- ••• i • • 11 i t I 46.000 2+X3+2 4 2+X2+2 3 +2 2+C.3+2 4 2+C2+2 3 2+G3+2 4 •L • • • • • • \.��nti�X MIN 4.1 9'REF. • • • • • • ••• 2+C3+2 4 2+C2+2 3 2+03+2 4 2+C2+2 3 2+C3+2 4 x • •b 0 0 0.0 i i • •`� ��t. 54.000 2+C3+2 4 2+,3+2 3 2+04+2 4 2+03+2 4 2+03+2 3 2+04+2 4 `Y rMTG Rall ye7os %c 60.000 2+03+2 a 1+C3+•1 3 2+CA+2 4 2'+03+2 5 2+C3+2 3 2+04+2 4 _ No. 63.000 2+03+2 4 1 1+C3+i 3 2+C4*2 4 2+C4+2 5 2+03+2 4 2+04+2 5 1 EXAMPLE CLUSTEQ WIAQy OF(4)At,ORS • = •% STA e F �V LxL 0406 F 1oC3rAnro Irma"m ' �orarEc o9e2vnRw e Nf4arfo ORAG�SAO X m' i '4 PvE � '''v•.�+(Y1'oddI nInP AA i E wCH81mSHEVro—'� ALum.wRmffAL ROLLER www,impACA 10NA1- �L : a XCAP1aE a +g<F7AL V40 Bay Fie *W6 10 -if 4127-10 aF t, .P•; x,.• Peasar� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 131x•MUD{_E.D.TYP. NOTES 2x WOOD BUCK,- N.3A KSI CONCRETE TE �' 1"MIN.EDGE NOTE 3 13f8" i 'p"# " c C . k • MIN. -41 TE 1 _.. ixWOOD ' 2.FOR WOOD APPLICATIONS IN MIAMI-RADE COUNTY,USE#12 STEEL SCREWS(G6)OR 114'S84 CRETE-FLEX WITH BUCK, Al2 TRIMFIT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THE PAGE AS lx ARE SUCKS WHOSE TOTAL THICKNESS IS LESS 11c 11 A THAW 1 112'. Ix WOOD BUCKS ARE OPTIONAL F UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAX, CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 tf2"THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF IV THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL 13E OF A SIZE TO PROVIDE FULL SUPPORT TO THE -- WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME:HEAD SECTIONS 612 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114" MAX b.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREUYS,THAT COME INTO CONTACT WITH OTHER SHIM 3114'MAX.SHIM 1114`MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. (1b KSI CMU) 'C OR 2-112°MIN.EMBEDMENT PER NOTE 1 ' (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOANCHOR, NOTE R. '.•.� 1314^ a� INTER1 _ - 'MIN EDGE °MTI.E.D {HEAD$SILL DETAILS A.B,C,O.6$H) TYP. 2X WOOD BUCK.NOTE03 Tx WOOD BUCK,NOTE 3 Q SEE NAILING- INTERIOR 616;MIN.EDGE DETAIL E DETAIL F (,IAMB DETAILS E.F&I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR 6W MIN. V CRETE WOOD DETAIL H (HEAD) ANCHOR, ANCHOR, NOTE 1 NOTE 2 =5=4 NAILING .131 DIA.MIN.x 2112°NAI. AT CORNERS AND 6"O.G. PRODUCT REVD TYPICAL DETAILS G.H 81. as comply,"Ivilh HNF*wa 114" AcceptanccMo16-4 MAX. MAX. ireHou Date I SHIM SHIM o MIN.EDGE11 D NAILING _ 1314`MIN. .. : - 2_�2•MIN. • i i i1'� ` LYNN gljC ED.TYP. , • •• • • • s•c `� 2 .•......... MIN.3.4 KS1 WOOD 1'MIN.EDGE • • • • • • • s • -\N:; 410ENSC'•,rp CARET 2-1/2"MIN.EMBED •• ••• s• • • • •• ;r DETBU AIL.G OOTE 3 DETAIL D DETAIL G(SILL) DETAIL I(JAMB) 'Y No.58705 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRN,Fl ME §ECTQV§ Iii{ 7 15 a.,et . 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