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WS-16-998 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-272312 Permit Number: WS-4-16-998 Scheduled Inspection Date: December 02,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: JEAN MARIE& MARILYN PAREL,JEAN Work Classification: Window/Door Replacement UA01C Q_ UA011 VK1 DADC1 Job Address:332 NE 92 Street Miami Shores, FL Phone Number (305)776-0616 Parcel Number 1132060136460 Project: <NONE> Contractor: GUYCO CORP Phone: (954)520-4999 Building Department Comments REPLACE WINDOWS @5 OPENINGS. NO CHANGE TO Infractio Passed comments STRUCTURE INSPECTOR COMMENTS False Inspector Comments Passed ITJ CREATED AS REINSPECTION FOR INSP-256882. NO ONE HOME Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. q December 01,2016 For Inspections please call: (305)762-4949 Page 33 of 38 Permit tvv.1S- -99$ Miami Shores Village Permit Type*W ndows Shutt"'S r 10050 N.E.2nd Avenue NE Ctassi>= ation:'!Wdow,/Do.orRepl&em Miami Shores,FL 33138-0000 r� � _. Permit' tatos.APPROVED Phone: (305)795-2204 issue Data:412'i1201 Expiration: 1011 1201 Project Address Parcel Number Applicant 332 NE 92 Street 1132060136460 _ — Miami Shores, FL Block: Lot: JEAN MARIE&MARILYN PAREI, Owner Information Address Phone Cell JEAN MARIE&MARILYN PAREL JEAN 332 NE 92 ST (305)776-0616 — — - -- — •• —---• MIAMI SHORES FL 33138-3134 Contractor(s) Phone Cell Phone Valuation: $ 8,176.00 GUYCO CORP (954)520-4999 Total Sq Feet: 350 Type of Work:REPLACE WINDOWS @5 OPENINGS.NO CHA Available Inspections: No of openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due AmountPay Date Pay Type Amt Paid Amt Due CCF $5.40 DBPR Fee Invoice# WS-4-16-59405 $2.25 04/21/2016 Check#:6246 $ 180.90 $0.00 DCA Fee $2.25 Education Surcharge $1.80 Permit Fee $150.00 Scanning Fee $12.00 Technology Fee $7.20 Total: $180.90 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,MECHANICA WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the fo oing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I aut ize the above-named contractor to do the work stated. April 21, 2016 Authorized Signatur;4ent i / Applicant / Contractor / Agent ate Building Dep a Copy April 21, 2016 1 Miami Shores Village Building Department APR 14 I 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 SNi( FBC 2014 BUILDING . Master Permit No. 9 66 PERMIT APPLICATION Sub Permit No. FE-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 332 NE 92 Stret City Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1132060136460 Is the Building Historically Designated:Yes NO X Occupancy Type: R Load: Construction Type: Flood Zone: X BFE: FFE: OWNER:Name(Fee simple Titleholder):Jean-Marie & Marilyn Parel Phone#:3057547525 Address:Same as Above City: State: Zip: Tenant/Lessee Name: Phone#: Email: mparel@gmail.com CONTRACTOR:Company Name: CSU 74y C� r� Phone#: Address:i 6--2_>sC)AI ("�Vu City: State: Zip: S 3 Qualifier Name: C3L� - )VOW Phone#: 2z ' �� State Certification or Registration#: C& 2- C" 2-2— Certificate of Competency#: DESIGNER:Architect/Engineer: U.,% Phone#: Address: City: State: Zip: +� Value of Work for this Permit:$ & Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ New Repair/Replace ❑ Demolition Description of Work: ft-e a � Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$D ,n (Revised02/24/2014) a , ` 4 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement mus Erb posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absen of, uch posted notice, the inspection will not be approved and a reinspection fee will be charged. —� Signature 4d Signature OWNER or AGENT e CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing inst ment was acknowledged before me this 'A_ day of_ 6--A 20 �c by ,�da�ofJ 2 #;�by &-tA 0 `C Torry— o i s nilly Mw G V /� � who' ersono N me or who has produced as me or who has produced as identification and identification and who did take an oath. VP , ETILVIA SALAZAR,KELLEY NOTARY PUBLIC: Notary Public-State of Florida NOTARY PU 1;"• = My Comm.Expires Jul 7,2017 y, Commission N FF 027589 o dad Through National Notary Asia. _`:: ED R Sign: Sign: _ Print: Eft 1 A Z4-P- — l/ Print ' EXPIRES June 19,2018 Seal: Seal: (407)39MI63 FlorldallotaryService.com APPROVED BY T Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-8314000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 , DBA: _.... _ Receipt#: Business Name: Business Type:-_. - Owner Name: Business Opened:u:, Business Location: = == = = State/County/Cert/Reg:c Exemption Code: Business Phone: - Rooms seats Employees Machines Professionals i For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost f Total Paid THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements This Business Tax Receipt must be transferred when the business is sold business name has changed or you have moved the business location This receipt does not indicate that the business is legal or that it is in Compliance with State or local laws and regulations Mailing Address: Receipt #OSA-14-00007534 - - - Paid 07/10/2015 27.00 2015 - 2016 - ----- - QDT11A►A Dt1 I'`i11 11►17V�t /`►^A 1 tD1 1�1►1c��_T.e"v enii=f►r_1inT RICK SCOTT,GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD _4 CGC062622 �; The GENERAL CONTRACTOR *� 3 Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 RUVOLO, GUY ANTHONY GUYCO CORP 1638 ORION LANE ft.� WESTON FL 33327 ISSUED 07/232014 DISPLAY AS REQUIRED BY LAW SEQ# L1407230001524 aD� . CERTIFICATE OF LIABILITY INSURANCE FO' TE(MMMONYYY) 0410&2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DUES 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($),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the ce holder IS an ADDITIONAL INSURED,the Poll )must be ondorsed. if SUBMWON ,subject to the terms and conditions of the pollc%certain polio may require an endarsarnerd. A statement on this cer0cate does not corder riots to the certificate halter In Neu of such endorsement(s). PRODUCER Futurity Insurance,Inc. 12MM Elal (661)3614MI N4 (561)361-8332 PO Box 4277 INSU )AFFORDING COVERAGE NAIL e Deerfield Bei FL 33442.4277 99MER A: At)aMic Castu ty Ins.Co. INSURED TI'SWM B: GuyCo Corp. INsuReR c: 1638 Orlon Lane IVSURL�It D INSURER E Weston FL 33327 INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICES OF INSURANCE LOWBELOW HA BEEN RUED73 THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERRA OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAM.PJAM rA TYPI OF INSURANCE POLICY NUMBER LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 4,000,000 CLAIMSdMADE M OCCUR PREMISES(Ea $ 100,000 MED EXP(Arty are perear) S 1.000 L17400093" 07/3112015 07/31!2016 PERSONAL BADVINJURY $ 1,000.000 GEN'LAGGREGATE LIMIT APPLIES PER* GENERALAGGREGATE S 2,W0.000 POLY F1 M El LOC PRODUCTS.COMP/OP AGG S 2,000•0 OTtFEit $ AUTOMOBILE LIABILITY S ANYAUTO BODILY INJURY(Per prim) $ T AALL UTOS OWNED SCHEDULED BODILY INJURY(Per aooident) S HIREDAUTOS �ONONSWNED (Per!E LdwjV S S UMBIZLLALIAB OCCUR EACH OCCURRENCE $ 4EXCESS LIAB CA MADS AGGREGATE $ DED RETENTION S $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN S ATUTE R ANY PROPRIETORIPARTNERfEXECUT14E❑NIA E.L.EACH ACCIDENT $ OFFICERJMEMBER EXCLU�D? ( www Mamium y In E.L.D18EASE•EA EMPLOYEE s DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES(ACORD 1101.Addit"Remarks Schedule,may be aftadod U none epme Is requUea) General Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CA14CRI I ED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Bldg.Dept. 305 756-8972 ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE AT ANeen Mlemi Shotes FL 33138 ©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marine of ACORD A►I o® CERTIFICATE OF LIABILITY INSURANCE DATE(M/201 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON 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 pollcy(les)must 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 UUNIAGI NAME: Cathy Lewis Absolute Business Services Inc PHONE FAX 941-365-8123 A/C,No Ext: (A/C,No): 888-453-0827 5200 Station Way ADDRESS: insurance@absoluteinsuranceservice.com INSURER(S)AFFORDING COVERAGE NAIC# Sarasota FL 34233 INSURER A: Retail First Insurance INSURED INSURER B Guyco Corp INSURER C: 1638 Orion Ln INSURER D: INSURER E: Weston FL 33327-2328 INSURER F: COVERAGES CERTIFICATE NUMBER: 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. LTR TYPE OF INSURANCE INSDWVD POLICY NUMBER MWDD M/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE 7 OCCURTy- PREMISES(Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- JECT [7 LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED I] AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED $ AUTOS (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LLAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X STATUTE ER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 A OFFICERIMEMBEREXCLUDED? ❑ N/A 0520-47514 4/4/2016 4/4/2017 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached N more space Is required) General Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Bldg Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CORP. COMMERCIAL & RESIDENTIAL INTERIORS QB0019347 1638 Orion Lane, Weston F1. 33327 954.520.4999 Gruvo@aol.com DATE: 4/4/2016 RE: DOCUMENT PICK UP From: Guy Ruvolo AUTHORIZATION I hereby certify that FRENCHY ROY, of YOUR PERMIT SOLUTION is fully authorized to process any/ all Permit documents for my company. He will drop off, and pick up any documents, and pay any/all charges due. Regards, Guy4uVC10 L President FRED ROY My COMMISSION#FF108737 ES June 19,2018 39WM53 rid01— Se rvtce.com Glass Action Proposal Page 1 of 1 4/5/2016 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S Andrews Ave- Rm. A-100. Ft. Lauderdale, FL 33301-1895- 954-831-4000 VALID OCTOBER 1,2016 THROUGH SEPTEMBER 30.2017 DBA: Receipt#: - - Business Name: Business Type: Owner Name: Business Opened: Business Location: State/County/CerVReg: Exemption Code: Business Phone: - Rooms seats Employees Machines Professionals For Vending Business Only Number of Machines: Vending Type:_ `3• Lr, �.� i'a s}e'Fee NSJ Fee v-enact% "n,�.t'e'ars "011ertfon Cost ?.eta:Pain THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of dc+ng business ot`- Bro.^4ar:l r-:-;-'y a^d a nom-regulatory to nature You must rneet al Co�,rty and o, Mur c ca,'; ,Cargtrg WHEN VALIDATED ami zonirg requrrernenis This Business Ta, Re,:eypt ^-uct c-z ira^sler'ed the business �s so4d business narne t•,as ct,anged :)r vo,: ra+e the the bus,ness 'ocatror Tars receipt dGes not -d cafe±hat the bjs r,ess -s eqa ,r trat t ,s m compi ante with State cr lokai!a��and requlat-.,ns Mailing Address: Receipt 901A-:5-1-0006953 Paid 07/15/21-,1b 2-7.00 ,i 2016 - 2017 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT RICK SCOTT.GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGCO62622 The GENERAL CONTRACTOR Named blow IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date. AUG 31. 2018 0 +� RUVOLO. GUY ANTHONY GUYCO CORP 1638 ORION LANE +' WESTON FL 33327 ISSUED 06114/2016 DISPLAY AS REQUIRED BY LAW SEO x L1606140001349 (MWDD Aco CERTIFICATE OF LIABILITY INSURANCE DA 8/18/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON 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 po Icy(les)must be endorsed. If SUBROGATION IS WAIVED,su jest to the terns 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 NAME: Cathy Lewis AX Absolute Business Services Inc LAIC,PHONE Ext): 941-365-8123 (A/c,No): 888-453-0827 5200 Station Way ADDRESS: insurance@absoluteinsuranceservice.com INSURER(S)AFFORDING COVERAGE NAIC# Sarasota FL 34233 INSURER A; Cypress Property&Casualty INSURED INSURER 13: Retail First Insurance Guyco Corp INSURER C: 1638 Orion Ln INSURER D: INSURER E: Weston FL 33327-2328 INSURER F: COVERAGES CERTIFICATE NUMBER: 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. LTR TYPE OF INSURANCE. INSD WVD POLICY NUMBER MMIDD MM/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 A FGL 5008028 00 7/31/2016 7/31/2017 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑PRO- JECT [7 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY UUMtflNhD SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOOr AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED $ AUTOS Per accident) L $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X STATUTE ER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNEWEXECUTIVE E.L.EACH ACCIDENT $ 500,000 B OFFICERIMEMBER EXCLUDED? ❑ N/A 0520-47514 4/4/2016 4/4/2017 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 500,000 Ifas,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached K more space Is required) General Contractor-#CGC062622 General Contractor-#CGC062622 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Bldg Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 � .aQ,.. ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Let Owl ED 014 V1. 0�) f Omr 3� y 49 °2 .. tWy41 54xyy t£sxu9 W-U e5 ToTprt, ®per �-- vvteD • • • • • • • • • ( 1 , s BY ®ATE .. •. •.• • • • • •.• • • APR 14 2016 "T i ;;F IFl.lr rICE WI rri All FEDERAL • •• •• • • • •• •• BY. JOB ADDRESS WINDOW/DOOR SCHEDULE 332 NE 92 STREET, MIAMI SHORES FIRST FLOOR WINDOWS APPROVED REQUIRED FASTENER LOCATION WINDOWS size pos/neg pos/neg NOA TYPESIZE 1 2 wide case 36 X 49 70/75 / 1�'_ o./,�1' Tapcon- 1/4" 2 1 wide case 18 X49 70/75 / it it Tapcon- 1/4" 2 1 wide fixed 54 X 49 100/100 / 15-©6fo j.a7 Tapcon- 1/4" 2 1 wide case 18 X49 70/75 / 1S- moi, �S Tapcon- 1/4" 2 mulls 50 H 75 LOAD 15 -Qw ,a.Z Self tap 3 2 wide case 52 X49 70/75 / 16 -0 fJ).G6 Tapcon- 1/4" 4 2 wide case 36 X 49 70/75 / 11 it Tapcon- 1/4" 5 2 wide case 36 X 49 70/75 / 11 1+ Tapcon- 1/4" THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. 0.• • • • • • . • •0 ••• • ••• • • • • • ••• • ••• • • •• • • • • • • • • • • 0:0•• • • • • 0:0•• • • • • • • • • • • • • 2014 Florida Building Code ASCE 7-10 Design Loads For Components&Cladding(Walls)ASD Buildings With a Mean Roof Height<60 FT. Wind Speed= 170 MPH Exposure C Kd=0.85 Interior Zone 4 Pressures,PSF Exterior Zone 5 Pressures,PSF M- Tri uta Area for E ective Area in S .FT. M- Tri uta Area for Effective Area in S .FT. R-f R-f 10 20 25 30 35 ".'gU 10 15 20 25 30 35 15 40.6 -39 -38.4 -38.1 -37.8 -37.5 15 -50.1 -47.6 -47 -46.3 -45.4 -44.4 +37.5 + 8 +35.9 +34.9 +33.9 +33.5 +37.5 +36.8 +35.9 +35.5 +35.2 +34.9 16 - -40.4 -39.2 -38.8 -38.5 -38.2 16 -50.7 -48.8 -47.5 -46.9 -45.9 -44.9 +37.9 +37.2 +36.3 +35.6 +35.3 +35.2 +37.9 +37.2 +36.6 +36.3 +35.6 +35.3 18 -42.1 -41.5 -41.3 -40.1 -39.5 -38.8 18 -52 -50 -48.7 -48 -47 -46.1 +38.8 +38.2 +37.8 +37.2 +36.5 +36.2 +38.8 +38.2 +37.5 +37.2 +36.5 +36.2 20 -43 -42.3 -41 -40.7 -40.3 -40 20 -53.1 -51.1 -49.7 -48.7 -48.1 -47.4 +39.7 +39 +38 +37.3 +37 +36.6 +39.7 +39 +38.3 +38 +37.6 +37 -43.8 -43.1 -42.4 -41.7 -41 -40.4 -54 -52 -51.2 -49.9 -48.9 -47.9 22 22 +40.4 +39.7 +39.4 +38.6 +38 +37.6 +40.4 +39.7 +39 +38.6 +38 +37.6 24 -44.4 -43.7 -42.3 -42 -41.6 -40.9 24 -54.8 -53.1 -51.4 -50 -49.6 -48.6 +40.9 +40.3 +39.2 +38.9 +38.5 +38.2 +40.9 +40.3 +39.9 +39.6 +39.2 +38.2 26 -45.3 -44.6 -43.2 -42.8 -42.5 -41.6 26 -55.9 -53.8 -52.4 -51 -50.6 -49.6 +41.8 +41.1 +40 +39.6 +39.3 +38.2 +41.8 +41.1 +40.7 +40 +39.6 +38.9 -46.1 -45.4 -44.6 -43.9 -43.2 -42.5 -56.9 -54.7 -53.3 -52.6 -51.5 -50.4 28 28 +42.5 +41.8 +41 +40.7 +40 +39.6 +42.5 +41.8 +41 +40.7 +40 +39.6 -45.6 -43.8 -43.1 -42.7 -42.4 -42 -56.2 -54.5 -52.7 -52 -50.3 -49.8 30 30 +42 +41.3 +40.2 +39.5 +39.2 +38.8 +42 +41.3 +40.2 39.9 +39.2 +38.8 -48 -47.3 -45.8 -45.4 -45 -44.3 -59.3 -57 -55.5 -54 -53.6 -52.5 34 34 +44.3 +43.5 +42.4 +42 +41.6 +41.3 +44.3 +43.5 +43.1 +42.4 +42 +41.3 -49.2 -48.4 -47.2 -46.5 -46.1 -45.3 -60.7 -58.9 -56.8 -56.1 -59.9 -53.8 38 38 +45.3 +44.5 +44.2 +43.4 +43 +42.6 +45.3 +44.5 +43.8 +43.4 +42.6 v a e+42.2 42 -50.2 -49.4 -48.6 -47.8 -47 -46.3 42 61.9 -59.6 -58 11-5%.40 -56.1 ••g4.9 •••• • +46.3 +45.5 +45 +44.3 +43.5 +43.1 +46.3 +45.5 +44.7 +43.5 ••+•43.1 •• ee•••e -43.5 -42.8 -41.4 -41.1 -40.8 -40.1 46 46 -63.2 -60.8 -59.2 -57.2 -96 • • +40.1 +39.4 +39.1 +38.7 +38 +37.4 +47.2 +46.4 +46 +448 a +44 :9000: 50 -52.1 -51.3 -50.1 -49.2 -48.8 -48 50 -64.3 -61.9 -60.2 -58.2 • -57+48 +47.2 +46.8 +46 +45.5 +45.2 +48 +47.2 +46.4 +4�'2 e••+$4.8 ••••• ee••e• 54 -53.1 -52.3 -50.6 -50.2 -49.8 -49 54 -65.6 -62.7 -61.4 -60.6•• -59.3 -X8.5 •• +49 +48.1 +47.7 +46.9 +45.7 +45.6 1 +49 +48.1 +47.7 ; +4t.9 +46,1 9+45.6 e•e e e;e -54 -52.8 -51.5 -51.1 -51.1 -50.6 66.+7 1-64.6+491-62.5 -61.2 -603 -58.26 9. •••e•• 4 • +49.8 +49 +47.7 +40.4 +40 +39.6 8 +47.7 •+16.8 +464. • e+46 h=Mean Roof Height a=10%of the minimum building width or 0.4h,whichever is smaller but not less than 3' Tributary area=LJ3 where L=shutter span Joseph Potts,FL.P.E.22656 4440 NE 13th Ave Fort Lauderdale,FL.33334 MMADAIDE MIAMI DADE COUNTY,FLORIDA 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) 3nM.miRndda4t.gov/economy_ Pella Corporation 102 Main Street Pella,IA 50219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or inalgial within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determine i - u oduct Control Section that this product or material fails to meet the requirerneLite applicable buildin ode. This.product is approved as described herein, and has designed to comply with the Fl rida ilding Code,including the High Velocity Hurricane Zone. ]USCRIPTION: Series 11350 HurricaneShield®V' yl"4-Y"White PVC Fixed Window-L.M.I. APPRgVAL•JTOGUMENT: Drawing No. PELL 23, titled "Series 350 4%:" Vinyl Fixed Win w - • Impacts';sheets 1 through 9 of 9, dated 09/13/12,with vision B dated 09/10/15,prepared by PT uct • Design Group;UJO, signed and sealed by Robert J. oruso, P.E., bearing the Mia ade County Pr�o'dW.ContradM10ision stamp with the Notice of Acceptance or and ex it to by the Miami- ..... .. . . •• ; Dade County T fi fi t Control Section. •• •; NI MILE INIUM&RATING: Large and Small Missile Impact Resistant. • •; LAfIELING-'W611 unit shall bear a permanent label with the manufacturer's name or logo, city, state, serieA and fouov4ipg statement: "Miami-Dade County Product Control Approved", unless otherwise noted •:•••• hemiar �•' RE1 E;M of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0924.02 and consists of this page I and evidence pages E- as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. OA No.15-0401.07 MIAMFDADE COUNTY Expiration Dat : January 17,2018 ...� Approval Date: October 01,201 l 1 Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0924.02) 2. Drawing No. PELL0023, titled "Series 350 4-V2" Vinyl Fixed Window - Impact", sheets 1 through 9 of 9, dated 09/13/12, with revision B dated 09/10/15,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso, 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 AAMA/ WDMA/ CSA 101/ I.S. 2/ - A440-08 and 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 a fixed window,prepared by Element Materials Technology Des Moines,Test Report No. EMTI Des Moines- ESP010156P,dated 06/13/12, signed and sealed by Jason R. Steen,P.E. (Submitted under previous NOA No. 12-0924.02) .. .... C. CALC TIONS •••••• .... 1. or verification alculations and structural analysis, cim�L g with FBC 5t •' Edition (2014), da d 03/06/15 and revised on 09/15/15, prepurd y.>��'�C 1'rodtl •" Design Group, LL ,signed and sealed by Robert J. Amoruso;�.;K.• ; we ;•;;;• 2. Glazing complie ith ASTM E1300-09 .... D. QUALI NCE • ...... .... ...... 1. Miami-Dade Department of Regulatory and Economic Resouvdes&(BEER). '�'• •• . .... ...... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their "Butacite®PVI1 Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products, Inc. for "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/07/13, expiring on 12/26/16. 4. Notice of Acceptance No. 13-0425.15 issued to Quanex Building Products, Inc. for "Antique Bronze Super Coated White Rigid PVCa for Extrusions for Windows and Doors"dated 06/20/13,expiring on 12/26/16. PAO Manuel Perez 4oduct Control Exmin NOA No. 15-0 ,07 Expiration Date: January 17,2018 Approval Date: October 01,2015 E--1 Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITT F. STATEMENTS 1. Statement letter of conformance, complying with F 5r" Edition (2014) and of no financial interest, dated 03/24/15, issued by PTC Prod Design. Group, L C, signed and sealed by Robert J.Annoruso,P.E. 2. Laboratory addendum letter for Test Report No. EMTI-ES 5 , issued by Element Materials Technology Des Moines,Inc., dated 08/23/12,signed and sealed by Jason R. Steen,P.E. (Submitted under previous NOA No. 12.0924.02) 3. Laboratory compliance letter for Test Report No. EMTI-ESP010156P, issued by Element Materials Technology Des Moines,Inc., dated 06/13/12, signed and sealed by Jason R. Steen, P.E. (Submitted under previous NOA No. 12.0924.02) G. OTHERS 1. Notice of Acceptance No. 12.0924.02, issued to Pella Corporation for their Series "350 HurricaneShield® Vinyl' 4%:-Inch White PVC Fixed Window - L.M.I., approved on 01/17/13 and expiring on 01/17/18. 0000 .. 0000.. . . 0000.. 0000.. .60606 0 6006 009000 60606 00 66666 0000 0000.. 000000 0000 .0000. . 0000.. 0.666. 6666 0000.. . 0000 ... 660000 0000 6 . 0000 Manuel Pere . Product Control Ex inar NOA No. 15-040 . 7 Expiration Date: January 17,2018 Approval Date: October 01,2015 E-1 PELLA CORPORATION SERIES 350 4-1/2" VINYL FIXED WINDOW - LMI ®� a INSTALLATION ANCHORAGE DETAILS W IL GENERAL NOTES: m a 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE DESIGN PREBSURE(S)STATED HEREIN AS FOLLOWS. INSTALLATION NOTES' 1.1. IN COMPLIANCE WITH THE 8th.EDITION(2014)FLORIDA BUILDING CODE-BUILDING AND RESIDENTIAL VOLUMES. 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT 1.2. PERFORMANCE STANDARDS: 12-1. TAS 201-94,LARGE MISSILE IMPACT EVALUATION DOCUMENT.ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER AND SIDING. 12-L � a o 12 3. TAS 209 99 2. SEE NWALLATXNNANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OFANCHOR, �0 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.ESP010158P,GATED AND/OR MANUFACTURERS ANCHOR SPECIFICATIONS,EDIS MINIMUM NOMINAL SIZE JUNE 13,2("2 AND ASSOCIATED LABORATORY DRAWINGS BY ELEMENT MATERIALS TECHNOLOGY,DES MOINES,Lk TESTING MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGDGE QL4TANCE3 a WAS CONDUCTED TO TAS 2(11414,TAS 202-94 AND TAB 203.94. F4- 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF Z od S.THIS PRODUCT EVALUATION DDCUMENT IS FOR USE IN THE HIGH VELOCITY HURRICANE ZONE OWI. CDU TRIAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION �Wtt F m 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY,2X FRAMING AND METAL FRAMING SUBSTRATES AS A 0M 0 MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 2-2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE Z FOUNDATION 18 THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS RESISTINfl SYSTEM SUBSTRATE Z g Z THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 3. SEE SHEETS S.B AND 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. 8.1X AND 2X BUCKS W*IEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LQADS TO THE oil 4.ONE(1)INSTA IATON ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN k STRUCTURE BUCK DE8IG N AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR � 4t; 8� REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. S.THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND z S.WHEN INSTALLED IN LOCATIONS WHERE WINDSORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THE FOLLOWING: THE MAXIMUM ON CENTER(O.CJ SPACING PLACEMENT OF ANCHOR$IN ACCORDANCE WITH THE @ 81. HIGH VELOCITY HURRICANE ZONE(HVHZ): ELEVATION DRAWING ON SHEET 4.END DISTANCES AND O.C.SPACINGS LESS THAN THAT 8.1.1. LARGE MISSILE IMPACT REQUIREMENTS AT HEIGHTS UP TO 30 FEET ABOVE GRADE: SHOWN IN THE ELEVATION ARE ACCEPTABLE. p�`Z 8.1.1.1. 5.1. SEE INSTALLATION NOTES ON 3 FOR ADDITIONAL DETAILS. THESE WINDOWS MEET LARGE MISSILE IMPACT REQUIREMENTS OF THE 5%.EDITION(2014)FSC AND DO NOT REQUIRE USE OF AN APPROVED HVHR IMPACT PROTECTIVE SYSTEM.SEE NOTE 3 ON SHEET 8 OF 9. 8.MAXIMUM ALLOWABLE SHIM THICKNESS IS 114 INCH.SHIM WHERE SPACE OF 1116 INCH OR 8.1.2. SMALL MISSILE IMPACT REQUIREMENTS AT HEIGHTS EXCEEDING 30 FEET ABOVE GRADE: GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENSITY 8.1.2.1. THESE WINDOWS MEET SMALL MISSILE IMPACT REQUIREMENTS OF THE 8th.EDTTION(2014)FBC AND WHEN PLASTIC OR SIMILAR LOAD BEARING MATERIALp GLAZED ON THE EXTERIOR USING SAFETY GLAZING AND DO NOT REQUIRE USE OF AN APPROVED HVHZ IMPACT PROTECTIVE SYSTEM.SEE NOTE 4 ON SHEET 8 OF 9. S.I. FOR BLOCK FlN 8 FLANGE FRAME INSTALLATIONS,SHIM AS REQUIRED AT EACH 8.2. WINDBORNE DEBRIS AREAS OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(NON•HYHZ) FORINSBLOCK FIANCHOR ®RobW iAmwm. 8 2.1. WHEN INSTALLED IN LOCATIONS WHERE NON HVHZ WWOBORNE DEBRIS PROTECTION REQUIREMENTS EXL4T,THIS Flowe PRODUCT DOES NOT REQUIRE USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM. 7.FOR CONCRETE BLOCKAPPLICATCONS DO NOT INSTALL INSTALLATION ANCHOR IN70 MORTAR 7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING 'IOC•ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING 8 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR JURISDICTION. MANUFACTURER'81N8TALLATION IN8TRUC110N8 AND ANCHOR BHALI NOT BE USED INBOUNDING BOX DIMENSIONS FOR GEOMETRIC FIXED WIND01N SHAPES MUST BE EQUAL TO OR LESS THAN RECTANGULAR SUBSTRATES WTIH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE DIMENSIONS SHOWN HEREIN. 0V4TALLATIWVANg10R SCHEDULE ON SHEET 2. •• • • • • • ••• •• FNdea PS Na 49M B.MATERIALS: • • • • • • • • • A. WINDOW FRAME MATERIAL:VINYL(PVC)PER QUANEX BUILDING PRODUCTS NOA NO.12-1017-02 • • • • • •• • • TABLE OF CONTENTS R 92. LAMINATED GLAZING INTERLAYEPER MIAMI•DADE NOTICE OF ACCEPTANCE • ••• • • • • •• • N11111114 ��> • • • • • • • • • d 24 9Z.1. KURAAAY SENTRYGLAS(CLEAR AND WHITE)INTERLAYER MATERIAL PER NOA N0.1m28.08. •• • • • •• ••• •• SHEET SHEET DESGRP770N 0��,',S SpMIES d 922. KURARAY BuraclTE Pve GLASS INTERLAYER MATERIAL PER NDA NO.13-0128.27. SEE SHEET Z FOR DESIGN 1 GENERAL NOTES.INSET LA�NOTES S TABLE OF O,�QOO(1 .y�G E ry.$ .Q9G�i� 10. OIA93 MEETS THE REQUIREMENTS OF ASTM E7300 99a • •PR�SltRES�•• • 2 ANCHOR SCHEDULES AND OF CHART *". 4975�11. DESIGNATION•O"STANDS FOR FIXED LITEISASH. • • s • • • • 3 ELEVATIONS 8 ANCHOR LAYOUTS :�z 12. THESE DRAWINGS CERTIFY THE WINDORI INSTALLATION ONLY.WATER PRCOFFING OF THE N8IALLC®WM30WLS NOIF • • • • •• :� .ICAC 4,6&8 INSTALLATION SECTIONS PART OF THIS INSTALLATION CERTIFICATION.THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER ANWOR THE • • •• • �� P tC7�� INSTALLER. • • • • • •• 7 GLAZING DETAIL AND NOTES,INSTALLATION CLIP DETAILS S -COR 1�••'(?� B BILL OF MATERIALS AND COMPONENT DETAILS ��i•��ONA,1�p4�• • • • • • • • • • • • • • • • • •• •• • • • •• •• • .. .. . . . .. .. . . . . . . . . . . . INSTALLATION ANCHOR SCHEDULE WINDOW SIZEVS.DESIGN PRESSURE PSF TABLE INSTALLATION FASTENER FASTENER MANUFACTURER ••• i •i ••• ROCIf1ES � WINDOW SRE(In) GlOf G2(SG IG) G3 orG4(PVB IG) g TYPE HEAD TYPE SIZE � � AND/ORSPECIFICATION TE � • ED�IANC��II� : pN: Long Log Short Log Positive Negative PosiUVe Negative Max In Max In PS PSF PS PSF qb v ITW TAPCONS(1) 1/2" 1-1/8" MIN.2SOO PSI CONCREM 51.75 60 65 SS1I 3LOO 1 60 65 CONCRETE ELCO ULTRACONS 1-3/8'0• • •• • W.25Q,OfSI CONCRETE 1� 24.00 (� 65 60 65 INSTALLATION HILTI KWIK-CON II+ i-3 4 P "S�_� n PAN OR HEX •• i•• i MIN.2SOW1 S1 CONCRETE53.25 60 65@ CUP OR THRU- HEAD 3/16" •• • • • ••• •• 102 32.75 60 65 FRAME ITW TAPCONS(1) 1" 2° 255.255 60 65 60 65 ENGTH CONFORMANCE _ MASONRY ELCO ULTRACONS 1-2/4" 1 TO ASTM C-90,MEDIUM 55 25 65 (BLOCK/CMU) WEIGHT,DENSITY>196 35.00 6D 65 - 17 PDF HILT[KWIK-CON II+ 1° 1-1/8" 27.00 60 65 60 65 THRUFRAME PAN OR HEX N0.10 WOOD ANSIB18.6.1 SA/8° 3/4°IATERAL(3) WOOD WITH AMINIMUM 58.00 00 so 65 _ _yg N 90 HEAD (WOOD SCREW)(2)(4) SPEgFIC GRAVITYOF OSS. 28.75 60 65 60 65 1z r INSTALLATION ANSI BIB.61 " 62.75 60 65 - W N m CLIP, PAN OR HEX ( ° D SCREW)(2)( 3/4 LATERAL OOD WITH A MINIMUM 84 37.25 60 65 - 0 n` INSTALLATION HEAD NO. WOOD LI-3/8- 1/2'WITHDRAWAL SP RCGRAVITYOFOSS. Q z ME 818.6A (3) 30 75 60 65 60 65 p,7 g CUP-BENT (TAPPING SCREW)(2)(4) 7150 60 65 - H�y F 20 GAUGE(0.0346° 78 38.50 60 65 - MIN.THK)STEEL ASME 818.6.4 ASTM X653 STEEL 33 KSI 60 65 60 65 INCLUDINGSTEEL (TAPPING SCREW)(4) 5/16° YIELD STRENGTH STEEL OR 32� � INSTALLATION STUDS FULLY PENETRATE BETTER 74.75 6D 65 - - CUP, SUBSTRATE WITH 74.75 39.25 60 65 PAN OR HEX ASTM A-36 STEEL,38 KSI �0 2 INSTALLATION NO.10 1/ " 36 ASME 818.6.4 3 THREADS HEAD 5/16" YIELD STRENGTH STEEL OR 32.50 60 65 60 65 Le CUP-BENT OR STEEL ORBETTM_ (TAPPiNGSCREW)(4) PROTRUDING _ z 77.50 6D 65 THRU-FRAME INTERNALLY BETTER 72 40.25 60 65 - !! 1/8"MIN.THK.6063- E 818.6.4 6063 TS ALUMINUM OR - TS BETTER OR (TAP NG SCREW)(4) 3/8" BETTER 33.00 60 65 60 65 NOTES: 91.50 60 65 P65 1)WHENITWTAPCONSAREUSEDFORCONCRETE/MASONRYINSTALLATION,THEYSHALLBETHEADVANCEDTHREADFORMTECHNOLOGYTYPE. 65 '3.006065 - UCTRBV�2)FOR WOOD AND TAPPING SCREWS INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING ISACONCERN,DRILL7/64°PILOTHOLEFORLATERALAPPUCATIONSAND 34.50 60 65 60 doFlOHda 3/32°FOR WITHDRAWAL APPLICATIONS.SEE NOTE 3 BELOW FOR FURTHER DEFINITION. 87.00 60 653)LATERAL IS APPLICABLE TO INSTALLATION CUP AND THRU-FRAME;WITHDRAWAL ISAPPLICABLETOINSTALLATIONCUP-BENT. 60 49.00 60 65 Ila 41 OOD D TAPPING S CONE E 5 O 2 36,75 60 fur 60 9(L0D 60 65 TABLE NOTED-THIS OHE0:1' 58 58.00 100 100 - - Rob•tJ.amo�uao P E 37.75 100 100 6D 65 FbftP'e Na49762 1. INSTALLATION ANCHOR SCHEDULE iliu1111Ns�� 1.1. THIS TABLE LISTS APPROVED ANCHOR SPECIFICATIONS BASED ON THE INSTALLATION TYPE AND SUBSTRATE. ,,iii jp,)AEB 14, 54 ��,,t. ......... 2. WINDOW SIZE VS.DESIGN PRESSURE(PSt7 TABLE 41.25 60 65 t'';G 2.1. THIS TABLE LISTS APPROVED DESIGN PRESSURE AT VARIOUS WINDOW SIZES. 1� �o 2.2. ALL SIZES IN TABLE ARE BASED ON TESTED SIZES AND DO NOT EXCEED THE MAXIMUM WINDOW AREA TESTED. 51 # yt 22. DEFINTE NS: (;��STATE :Jui 2.3.1. INTERLAYER TYPE 51.00 100 100 60 65 2.3.1.1. SG-KURARAY AMERICA,INC.SENTRYOLAS '�0*. ��4`: 2.3 2.12 SEE SHEET 6 FOR 01.GZ G3 AMERICA INC. G4 CONFIGURATIONS. ,,wo,as ONAG ;:6�,,, SERIES 350 FIXED WINDOW INSTALLATION REQUIREMENTS FOR THROUGH FRAME ANCHORS SHOWN ON SHEET 7 6 6 Design Pressure EndSpacingAll Quantity CentertoCenter of Quantity of Center toCenter Max.Size Tested Substrate installation Type Spacing Head&Sill e (PSE) comers at Head&Sill in) AnchorsatJambs SpedngJambs(tn) � 8g +60/-65 Wood Thru-Frame 6" 14 7.4 5 10.0 19 108"x 513/4" +60/-65 Concrete CMU Thm-Frame 6" 14 7.4 5 10.0 o 65 Metal• Thru-Frame 6" 11 9.6 5 10.0 gG 108"x24" 460-65 Wood/Concrete CMU Metal' Thru-Frame 6" 11 9.6 2 12.0 0. g +60/-65 Wood Thru-Frame 6" 10 7.0 30 7.0 m a 741/2"x 741/2" -65 Concrete CMU Thru-Frame 6" 9 7.9 9 7.9 +60%65 Metal• Thru-Frame 6" 8 9.0 8 9.0 +/-100 Wood Thru-Frame 6" 9 5.8 9 5.8 a m SS x S8" +-100 Concrete CMU Thru-Frame 6" 8 6.6 8 6.6 � o +/-100 Metal• Thru-Frame 6" 6 9.2 6 9.2 51"x 51" +60%65 Wood/Concrete/CMU/Metal• Thru-Frame 6" S 9.8 5 9.8 g id 'METAL SUBSTRATES INCLUDE THE FOLLOWING: (a)20 GAUGE(0.0346"MIN.KJ STEEL INCLUDING STEEL STUDS,ASTM A-653 STEEL,33 KSI YIELD STRENGTH STEM OR BETTER = � (b)1/8"MIN.K.ASTM A-36 STEEL,36 KSI YIELD STRENGTH STEEL OR BETTER d 0.060"MIN.THK.6063-T5 ALUMINUM OR BETTER SERIES 350 FIXED WINDOW INSTALLATION REQUIREMENTS FOR INSTALLATION CLIP(ITEM NO. '18)SHOWN ON SHEETS 5 AND 6 411115,CentertoCenter � Design End Spadng All QuanUryofAndrors Quantity of CentertoCenter Max.Size Tested Substrate Installation Type Spacing Head&Sill ,9 (PSF) comers at Head&Sill In AnchorsatJambs Spadng Jambs(in) +60%65 Wood Thru-Frame 6" 11 9.6 5 10.0 108"x513/4" 4W/-M Concrete/CMU Thru-Frame 6" 13 8.0 S 10.0 8 +60/-o Metal• Thru-Frame 6" 11 9.6 5 10.0 108"x 24" +60-65 Wood/Concrete CMU/Metal• Thru-Frame 6" 31 9.6 2 12.0 d +60/65 Wood Thru-Frame 6" 8 9.0 8 9.0 741/2"x741/2" +60/-65 Concrete CMU Thru-Frame 6" 9 7.9 9 7.9 onrrcrr+sarsw +60-65 Metal• Thru-Frame 6" 8 9.0 8 9.0 C 'do ., +/-100 Wood Thru-Frame 6" 7 7.7 7 7.7 N• neo 58"x58" +/-100 Concrete/CMU Thru-Frame 6" 1 8 6.6 1 8 1 6.6 +/-100 Metal• Thru-Frame 9' 1 7 7.7 7 1 7.7 51"x 51" +60/-65 Wood/Concrete/CMU/Metal Thru-Frame V. 5 9.8 5 9.8 RoLmtJ.Art•nmo,P.E 'METAL SUBSTRATES 1 NCLUDE THE FOLLOWING: we• • • • • • • • • 000 floMe PA Ra 49762 (a)20 GAUGE(0.0346"MIN.THK.)STEEL INCLUDING STEEL STUDS,ASTM A-653 STEEL,33 KSI YIELD;AN jTHp4I!gR EtM •• Q000NUN.THK.ASTMA-36STEEL,36 KSI YIELD STRENGTH STEEL OR BETTER •• • • •• •• .aunN MIN.K.6063-TSALLUMINUMOR BETTER .�. ,, .%O• G0. No 4975 10 • • • • • • • • • • • • • • • • • • •• "�'. STAT OF .W� • • • •• • • •• •ee ��i0,�•• •:�4�,$ . . . . . . . . . . .. .. . . . .. .. . .. .. . . . .. .. . . . . . . . . . . . • FOR MAXIMUM FRAME WIDTH 6EE •• 5 14DOW SIZLi 15. DESIGN PRE3SURQ S 5 i i•: ?ABLC ON ET•2. i :09 TIXED SASH W=•FRAME WIN -2* F gig N WI D.L.O. HEIGHT = FRAME WIDTH so 00 4,- 3.84" W of • • • • • All�fj ' PF �SE� I ��11' ON CL ••• OUI�EMENTS ON s 6" MAX. • • • • • *SFI£ET*3 FOR QUANTITY 6" MAX, 1YP. •• • • • •AND SWINC,*M. TVP. m ` N Q, 6" MAX. a O Trp. B B C gs g in 3 zg r O w SEE IN TALUITION m 1 REQUI MENTS ON ao SHEET 3 FOR QUANTITY n AND ACING, TYP. N B p 0 b$ RODUCTRHYISCD x� complyiaptvlthUtoPimida J] J-- MAX. MAX. ROLmU.Mioram.P.E Pwrda P.E ft 49762 SpMES INSTAL ON ANCHOR VARIES. SEE ��O,pO �'�GEMSF AN R SCHEDULE SHEET 2. Qt No 4875 �?-o *; ,L i*C SE OW 3b; EXTERIOR VIEW 9 S STATE F : BOX FRAME SHOWN.FLANGE AND PIN FRAMES ALSO APPROVERRECTANGULAR WINDOW SHOWN ALSO EXCEED WIDTH A GEOMETRICSNAP THAT WINDOWS AN BE IN�ED uss E THE WINDOW SSHOWN ON SHEET z ''•,i,Ss�NA��6�•,• MIN. EDGE DIST. 8 SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR INSTALLATION ANCHOR MIN. EDGE DIST. SEE ANCHOR SCHEDULE VARIES. SEE ANCHOR SCHEDULE SHEET 2 SUBSTRATE VARIES. VARIES. SEE ANCHOR VARIES. SEE ANCHOR SHEET 2 SCHEDULE SHEET 2 SEE ANCHOR SCHEDULE SCHEDULE SHEET 2 SCHEDULE SHEET 2 k' 0 allAPPLY EXTERIOR W Jim 8 MIN. EMBED. SEALANT ACCORDING MIN. EMBED. APPLY EXTERIOR VARIES. SEE ANCHOR TO MANUFACTURER'S VARIES. SEE ANCHOR O SEALANT SCHEDULE INSTRUCTION SCHEDULE ACCORDING TO SHEET 2 SHEET 2 ° 8 MANUFACTURER'S INSTRUCTION / 1/4• m a 1 4" MAX. 1 SHIM 1 SHIM 14 INSTALLATION CUP 16 1 INSTALLATION CUP 1g r iS APPLY INTERIOR 15 APPLY INTERIOR F) a 7 SEALANT ACCORDING TO 7 SEALANT ACCORDING TO 0 11 MANUFACTURER'S INSTRUCTION 11 MANUFACTURER'S INSTRUCTIONv+ DETSEE AIL SHEETING 18 (2) THROUGH x GH TAPPING SCREWS PER OETNL GLAZING 9 17 P2tDi#C.UOPxTH�OUGHPCUP HOLES 9 CUP THROUGH CUP HOLES8 17 EXTERIOR INTERIOR : EXTERIOR INTERIOR � •� � �� a m A STALLATION CROSS SECTION A CROSS TION gpo q BOX FRAME,CLIP DWAI CATION q WAD SHOWN.SILL AND JAMB SIMMM Z 5F AN HEAD SHOWN,SML D JAMB$SO AR 11 f i �z RS MIN. EDGE DIST. 2 SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR 1 � SEE ANCHOR SCHEDULE VARIES. SEE ANCHOR SCHEDULE SHEET 2 SHEET 2 SCHEDULE SHEET 2 APPLY EXTERIOR SEALANT ACCORDING MIN. EMBED. TO MANUFACTURER'S VARIES. SEE ANCHOR INSTRUCTION WH SCHEDULE SHEET 2 rida �j S EE 1 SHIM PS 14 INSTALLATION CUP 18A WLY INTERIOR R0bWL 4 M15 . .Benz • • i i • i• SEALANT ACCORDING TO 013N6AES q�0% 11 • • • • • ANUFACTURER'S INSTRUCTION V��4Q�,'•�CE4 Fp NB'h09'i�� SEE GLAZING 9 (2) X10 :1/2- TAPPING SCREWS Q, No 49752 Oy DETAIL SHEET 8 17 PER CUP THROUGH CUP HOLES EXTERIOR . . •g�EP4p4• i • •• i •o • • 1l TAYL)LTLON CROSS SECTION .,��F• 0.. ?� 4 PLAN E FRAME.CT IPST ON ,��•gs�ONA/� pG�,, HEAD SHOWN,SILL AND JAMB MMH.AR • • • • • • • • • • •• •• • • • •• •• • .. .. . . . .. .. . . . . . . . . . . . INSTALLATION ANCHOR INSTALLATION ANCHOR 2X WOOD SUBSTRATE VARIES. SEE ANCHOR • • • • VARIES. SEE ANCHOR SCHEDULE SHEET 2. MIN. EMBE 2XOD•SGI�STRATE SCHEDULE SHEET 2. MIN. EMBED. �S $ SHOWN. ALSO APPLICABLE i i • • •i i 9i10WN. A1sS0 lHPLICABLE VARIES. SEE ANCHOR TO STEEL OR ALUMINUM VARIES' S ANCHOR• • ••TO STEEL OR•ALtlMINUM SCHEDULE SHEET 2 SUBSTRATE. SEE ANCHOR SCHEDULE SHBET 2 i •• ••SUBS Tq(� S'IS I ANCHOR d fi N By SSCCFHI SHEET 2. INSTALLATION CUP 18 ib S R l Z SCHEDULE SHEET 2. INSTALLATION CLIP 18 It o MIN. EDGE DIST. APPLY EXTERIOR MIN. EDGE DIST. W Jim S R VARIES. SEE ANCHOR• • •• ••• •• SEALANT ACCORDING VARIES. SEE ANCHOR C 12 HECNJL • • • • • • • • TO MANUFACTURER'S SCHEDULE APPLY EXTERIOR SHEET 3E ••• • • • • •• • INSTRUCTION SHEET 2 IL SEALANT • • • • • •• • • ACCORDING TO • • • • • • • • • MANUFACTURER'S •• • • • • • ••• •• m a INSTRUCTION 1/4" MAX. 1/4` MAX. 1 I SHIM SHIM ti a m 14 6 a 15 SEALANT ACCORDING TO APPLY INTERIOR15 7 SEALANT ACCORDING TO m 11 APPLY INTERIOR 7 MANUFACTURER'S INSTRUCTION 11 MANUFACTURER'S INST" TAPPING RUCTION $ SEE GLAZING 18 (2) X10 x 1 2' TAPPING SCREIA � � GLA 9 18 (� CUPxTHROUGH UP HOLES U � DETAIL SHEET 8 9 ER CLP H CLIP HOLES `°J DETAIL. SHEET 8 17 H EXTERIOR '7 INTERIOR EXTERIOR INTERIOR Z °° B INSTALLATION CROSS SECTION B INSTALLATION CROSS SECTION $ s S BOXFBAMB,BBNTCLJPRWAUATION 5 I�NTFRAMBBEIVTCL1rlNsrauArJoly z � HEAD SHOWN.SILL AND JAMB SDAII.AR HEAD SHOWN,SILL AND JAMB SIMILAR -1 a — 84 INSTALLATION ANCHOR 2X W000 SUBSTRATE VARIES. SEE ANCHOR SHOWN. ALSO APPLICABLE SCHEDULE SHEET 2. MIN. EMBED. TO STEEL OR ALUMINUM VARIES. SEE ANCHOR SUBSTRATE. SEE ANCHOR SCHEDULE SHEET 28 E SCHEDULE SHEET 2. INSTALLATION CUP 18 APPLY EXTERIOR MIN. EDGE DIST. SEALANT ACCORDING VARIES. SEE ANCHOR TO MANUFACTURER'S I SCHEDULE R x fid, INSTRUCTION �I SHEET 2 Code s •r'1 A� tJ I 1/4` MAX. net oPmdua SHIM 14 ReEeltJ./1Q ,P.E Fiertda P.E Na48782 APPLY INTERIOR I S 7 SEALANT ACCORDING TO 11 MANUFACTURER'S INSTRUCTION EXTERIOR INTERIOR ,,�%�Q'. ....NS R10,fj�i�, 16 (2) $10 x 1/2" TAPPING SCRE� Oj.•' �' F '•G SEE GLAZING 9 PER CUP THROUGH CUP HOLES 6 .A;' No 497b o DETAIL SHEET 8 17 B ALTERNATE INSTALLATION j�t * EXTERIOR INTERIOR !Iy CROSS SECTION o; VAT BOX FRAME SHOWN ^13 E B INSTALLATION CROSS SECTION A(AJIMTIAA7R EINT a I AUATIo 1 �c �o A 19RAME 5 MAD SHOWN SELL AND JAMB SIMJLARBENT'CLW N MAD SHOWN SRI AND JAM TAR SBE OTHER SECTIONS FOR DSSTBSA INSTALLATION ANCHOR MIN. EDGE DIST. SUBSTRATE VARIES. VARIES. SEE ANCHOR VARIES. SEE ANCHOR INSTALLATION ANCHOR MIN. EDGE DIST. S R SEE ANCHOR SCHEDULE SCHEDULE SHEET 2 SCHEDULE SHEET 2 VARIES. SEE ANCHOR VARIES. SEE ANCHOR g A SCHEDULE SHEET 2 SCHEDULE SHEET 2 SHEET 2 SUBSTRATE VARIES. :r R SEE ANCHOR SCHEDULE qhgal MIN. EMBED. SHEET 2 w 8 APPLY EXTERIOR ' VARIES. SEE ANCHOR MIN. EMBED. SEALANT pm SCHEDULE APPLY EXTERIOR VARIES. SEE ANCHOR ACCORDING TO SHEET 2 SEALANT ACCORDING SCHEDULE n � � MANUFACTURER'S z TO MANUFACTURER'S SHEET 1 2 INSTRUCTION INSTRUCTION m � 1 1/4" 1/4" MAX. SHIM 1 14 SHIM APPLY INTERIOR 1 •' 4 15 7 SEALANT ACCORDING TO 15 APPLY INTERIOR ° 11 MANUFACTURER'S INSTRUCTION 7 SEALANT ACCORDING TO 11 MANUFACTURER'S INSTRUCTION 3 SEE GLAZING 18 SEE DETAIL SHEET 8 9 17 INTERIOR DETAIL SHEETIN1 G 9 18 EXTERIOR p 3 N FWza m EXTERIOR INTERIOR C STALLATION CROSS SECTION t C STALLATION CROSS SECTION Z 2S BOX FRAME,THRU FRAME INSTALLATION ( FIN FRAME.THRU FRAME RWALLATION S 9 z � HEAD SHOWN,SITS.AND JAMB SM.AR HEAD SHOWN.SILL AND JAMB SHAR AR QQ +I INSTALLATION ANCHOR VARIES. SEE ANCHOR MIN. EDGE DIST. SCHEDULE SHEET 2 VARIES. SEE ANCHOR ®cc SCHEDULE SHEET 2 SUBSTRATE VARIESLE. �g SEE ANCHOR SCHEDU SHEET 2 APPLY EXTERIOR MIN. EMBED. SEALANT ACCORDING VARIES. SEE ANCHOR RODvcrREVISED SCHEDULE TO MANUFACTURER'S SHEET 2ycode Ftaiu• INSTRUCTION capt�mae Dato 1 1/4" MAX. SHIM 14 ROW J.kmnm,P.E. 09* 06 FBodB•P.E.N0.48782 15 • • • APPLY INTERIOR • • • EALANr•ACCORDING TO 11 •• • • *MANUIFACTURER'S INSTRUCTION SEE GLAZING 9 •18 ••• •• 0, (`c EAE•Ai��'DeG DETAIL SHEET 8 1 Z :��' No 4975 G`no EXTERIOII - rC-*'\*jT'iRL*TjOr¢GR0&j SECTION ^�►' STATE F .�41� (�j •FL,&GB FRAM&'THRUVRANIE WTALL&MON e�F•~,< HEAD SHOWN.SILL AND JAMB SM AR ee4S+SNAo • • • • • • • • • • GLAZING DETAIL NOTES: 17 HENKEL SA POLYURETHANE 1. APPROVED GLAZING CONFIGURATIONS(SEE NOTES 3,41 AND 01• i •i ••• •i •• REACTIVE HOTMELT GLAZING a • • • • • • • • • • •• 1.1. USING KURARAY AMERICA,INC.SENTRYGLAS '•• •;• ••• •;• 'p1 COMPOUND 16 1.1.1. G1=1"OA IGU LAMINATED INSULATED GLASS CONSISTING OF THE w FOLLOWING FROM EXTERIOR:3/16"ANNEALED-3/8"AIR SRAOE• • •• ••• •• 'a • • • .• .• • 9 3/16 ANNEALED+ �ti� 0.09(Y'SENTRYGLAS BY KURARAY AMERICAC. • • • 9/16 GLASS � +3116"ANNEALED.SEE NOTE 3 AND 5 BELOW. ; ; : : V. : BITE •• • • .•• m � 1.1.2. G2=1"OA IGU LAMINATED INSULATED GLASS CONSISTING O;F THE EXTERIOR INTERIOR FOLLOWING FROM EXTERIOR:3/16"TEMPERED-3/8"AIR SPACE- '3 r 3/16"ANNEALED+0.090"SENTRYGLAS BY KURARAY AMERICA,INC. 3/16' ANNEALED 0 +3/16"ANNEALED.SEE NOTE 3 AND 4 BELOW. 3/16" ANNEALED 0.090" SENTRYGLAS OR PVB BUTACITEo a a BY KURARAY AMERICA, INC. 1.2. USING KURARAY AMERICA,INC.BUTACITE PVB OR TEMPERED z SEE NOTES THIS SHEET. 3/16" ANNELED >3 1.2.1. G3=1"OA IGU LAMINATED INSULATED GLASS CONSISTING OF THE 1" O.A. FOLLOWING FROM EXTERIOR:3/16"ANNEALED-3/8"AIR SPACE- GLAZING DETAIL 3116"ANNEALED+0.090"PVB BUTACITE BY KURARAY AMERICA,INC. RAIL SHOWN-STILE SEMM AR z:9 Lb +3116"ANNEALED.SEE NOTE 3 AND 5 BELOW. $ (SEE NOTES ON THIS SHEET.SEE DP TABLE ON SHEET 2.) E! 1.2.2. G4=1"OA IGU LAMINATED INSULATED GLASS CONSISTING OF THE S �o FOLLOWING FROM EXTERIOR:3/16"TEMPERED-3/8"AIR SPACE- 0.515"*.016 3/16"ANNEALED+0.090"PVB BUTACITE BY KURARAY AMERICA,INC. 15x 40.130" 2x 2a2X 0.437 0.24s"� M� +3/16"ANNEALED.SEE NOTE 3 AND 4 BELOW. 6x 00.200" 2. SEE TABLE WINDOW SIZE VS.DESIGN PRESSURE ON SHEET 2 FOR 0.313• � e APPROVED CONFIGURATIONS.ALL SIZES IN TABLE ARE BASED ON TESTED SIZES AND DO NOT EXCEED THE MAXIMUM WINDOW AREA TESTED. 1.s7s`1.750" I F11-4 _ 1.583" 1 3. GLAZING DETAILS G1,G2,G3 AND G4 MEET LARGE MISSILE IMPACT �- ucrRBvrs® ucrpzw REQUIREMENTS AT HEIGHTS UP TO 30 FEET ABOVE GRADE AS REQUIRED FASTENER HOLE ncaeP�nce 14 BY THE 5th.EDITION(2014)FLORIDA BUILDING CODE. °' 6" SIZE: 1.726" +- AS REQUIRED, ay 2.406" INCREASE HOLE SIZE e 4. GLAZING DETAILS G2 AND G4 MEET SMALL MISSILE IMPACT REQUIREMENTS IN CLIP TO ALLOW AT HEIGHTS GREATER THAN 30 FEET ABOVE GRADE AS REQUIRED BY THE 3'989" INSTALLATION OF R0beaaAMwM.Pf- 5th.EDITION(2014)FLORIDA BUILDING CODE. 4.750" NO.10 WOODITAPING Fawaae.No.49792 0.090" 5.500" SCREWS AND 3118" ,�pNunHq�� 5. GLAZING DETAILS G1 AND G3 DO NOT MEET SMALL MISSILE IMPACT 6.125" CONCRETE SCREWS. `��..JA.........ES44 �.0�tr.•�\G E 9G�� REQUIREMENTS AT HEIGHTS GREATER THAN 30 FEET ABOVE GRADE AS REQUIRED BY THE 5th.EDITION(2014)FLORIDA BUILDING CODE. 1 g INSTALLATION CLIP DETAILS * No ae76 ' o 0.377" / 0.460" O MATERIAL -'* 6. A MINIMUM OF TWO(2)NEOPRENE SETTING BLOCKS WITH 70 TO 90 SHORE .0816*.003"HOT DIP©ALV.SHEET STEEL :9 A DUROMETER HARDNESS ARE REQUIRED AT BOTTOM(SILL)OF FIXED ROCKWELL"B"65 MAX. ULTIMATE STRENGTH a 88 KSI MIN. �ool�`�n'• O R 10,�.��?�•� GLAZING LITES MORE THAN 3 FEET IN WIDTH IN ACCORDANCE WITH THE 5th. YIELD STRENGTH a 30 KSI MIN. '••..S�OPj� �...•'� EDITION(2014)FLORIDA BUILDING CODE.. BILL OF MATERIALS m = P ITEM NO. DESCRIPTION QTY 2.030 0.050 2.030 0.050 e _ 1 FRAME SILL 1 la 2 FRAME HEAD 1 E 3 FRAME JAMB,LEFT 1 4 FRAME JAMB,RIGHT 1 1.250- 0.070 1.250 0.070 a. 6 TRANSITION BAR ASSEMBLY - ��0.070 m 8 S10 X 1!2"PAN HEAD TAPPING AS 4.500 4.500 SCREW REQUIRED 7 FRAME COVER,WIDTH 2 O ® ® O O B FRAME COVER,HEIGHT p FIN FRAME HEAD,SILL EQUAL LEG FRAME HEAD, m AND JAMBS SILL AND JAMBS 'c 1"LAMINATED IG ASSEMBLY 1 S (KURARAY AMERICA,INC. 1.9 4 BUTACITE PVB) 9 .452 1 .801 .056 1"LAMINATED IG ASSEMBLY 1 Rc >I Z (KURARAY AMERICA,INC. 1 SENTRYGLAS) 10 1"FIXED GLAZING BEAD,RAIL, 1 .483 .031 d' BOTTOM,WITH WEEPS 067 11 1"FIXED GLAZING BEAD,RAIL, 1 TOP "'� IR 12 1"FIXED GLAZING BEAD,STILE 2 .314 71 8 0 ; 13 SETTING BLOCK 8 .04 .488 .229 .645 G� 14 FILLER BAR SUBASSEMBLY 4 0 U '089 ge 18 O.C. FRAME COVER 10 11 12 #8 X 13!4 METPHIAL SCRLIPS PAN HEAD SPACING 1"FIXED GLAZING BEAD aoovcTRMSM SHEET METAL SCREW(SS) EVERY 8" comptytug`rbadoPlodde 18 HENKEL SA POLYURETHANE 1 COMPOUNDOTMELTGLAZING W ±.020 1-"'I 2.006 006 °ato �8 Ledo PWd" 17 9.8MM(3✓8")STAINLESS STEEL AS SPACE BY CARDINAL GLASS REQUIRED RQWJ Amo PE INSTALLATION CLIP-SEE AS ••• i i ••• • i i•• ••• 18 0 1 O Fwdde P.E No.4=2 SHEET 8 OF 9 REQUIRED • • • • • $i ±a • 1.9 56 Nepuu�p�b • •e• • • • • •• • • • • • • • • • • DAMES \GENB .�.pGooi 13 SETTING BLOCK No 4!754Po elfat0NE6S QHQREA•' �' i i 0.070 • W > �1 1- • • •a^YRFp 7 7 • • • • •• e�: STATE OF .wQJ ••#NIMH AND lWCK ft%VARt: 'e• ®FILLER BAR SUB ASSEMBLY o�l`��i• �R� P d� • 0 see 0 0 0 ••• MIAM1'DADE MIAMI—DADE COUNTY,FLORIDA 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) w-w .miamadade&ov/economy Pella Corporation 102 Main Street Pella,IA 50219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptant is etermine Dade County Product Control Section that this product or mater:iALfhTs to meet the requirements of the app uilding code. This product is approved as describ erein, and has been designed to comply with the Floi Building Code,including the High Vel urricane Zone. DESCRIPTION:Series 11350 rricaneShield`a 4Y."Vmyi"Outswing White PVC Casement Window- :....: �4P OVAL DOCUMENT: rawing No. PELL0027,titled "Series 350 4%2"Vinyl Caseme indow- ••••0 knpaef', shgets 1;hrough 13 o dated 01/04/13, with revision B dated 09/28/1 pared by PTC •• Prgduct Des9go.%oup, LLC, signed an , Baring the Miami-Dade .:.... C wAy Product Gentrol Revision stamp with the Notice of Acceptance number and expiration date by the 000:0 •• •• I4iami*Dade:C.6y Product Control Section. 0 0•0 W.A APS4LE ICT RATING.Large and Small Missile Impact Resistant. :0800 0800 LABELING favh unit shall bear a permanent label with the manufacturer's name or logo, city, state, •;•••• sert4gland follbWg statement: "Miami—Dade County Product Control Approved", unless otherwise noted l��i*e4n. •••• •...•• •.•• • c 1UNEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.13-0114.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-040].05 MI MADE MUN Exp ation Date: July 04,2018 ,,..� 1 fo J j�y Approva Date, November 05,2 J age 1 Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 13-0114.07) 2. Drawing No. PELL0027, titled "Series 350 4—V2" Vinyl Casement Window — Impact", sheets 1 through 13 of 13, dated 01/04/13, prepared by PTC Product Design Group, LLC, revision "B" dated 09/28/15, prepared by PTC Product Design Group, LLC,signed and sealed by Robert J. Amoruso,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 along with marked-up drawings and installation diagram of a series 350 vinyl casement window, prepared by Element Materials Technology, Des Moines, Test Report No. ESP010280P.Dade.Rev, dated 07/20/12, revised on 05/01/13, signed and sealed by Jason R. Steen,P.E. • (Submitted u P ious NOA No. 13-0114.0 7) .. GOOD 00 0000• C. CALCUL ONS • 1. c or verification calcul tions d structural analysis, Gq Nj g vjUk FBC.5t;;; Edition (2014), dated 03 6/15 an revised on 09/28/15, d b'y kT►C Pro • Design Group,LLC, si and sealed by Robert J.Amoruso, •• 2. Glazing ....,.complies ' ASTM E1300-09 •0••••• • 0••0f0 00•0 •0••1• D. QUALITY ASSURANCE .••. ••• •; 1. Miami Dade Department of Regulatory and Economic Reso rce?(RER). DO DOOOOO 0006 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "ButaciteO PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products, Inc. for "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/07/13, expiring on 12/26/16. 3. Notice of Acceptance No. 13-0425.15 issued to Quanex Building Products, Inc. for "Antique Bronze Super Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 06/20/13,expiring on 12/26/16. Manu rea,P.E. Product Co ro aminer NOA o.15-0401.05 Expiration Date: July 04,2018 Approval Date: November 05,2015 E-1 Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying wi BC 5"Edition(2014) d of no financial interest, dated March 24,2015,issue by Al-Farooq Corpo ion, signed and sealed by Robert I Amoruso,P.E. 2. Laboratory compliance letter for Test Report 280P.Dade.Rev, issued by Element Materials Tecbnology Des Moines, dated 07/20/12, signed and sealed by Jason R. Steen,P.E. (Submitted under previous NOA No. 13-0114.07) 3. Proposal No. 12-1088 issued by Product Control, dated 07/30/12, signed by Jaime D. Gascon,P. E. (Submitted under previous NOA No. 13-0114.07) G. OTHERS 1. Notice of Acceptance No. 13-0114.07, issued to Pella Corporation for their Series "350 HurricaneShield® 4%" Vinyl" Outswing White PVC Casement Window—L.M.I., approved on 07/04/13 and expiring on 07/04/18. 0000 .. 0000.. . . •0000. 0000.. • 0 . . • 0000.. 0000.0 o••• .06000 . 0000. .. . 0000.. . 0000. . 0000 oeo•e• • • •Goes• • 0.00.0 0••• •0000• • • • . • • 000000 0000 • • • Manuel Per .E. Product Controlas uer NOA No. 15-0401.05 Expiration Date: July 04,2018 Approval Date: November 05,2015 E-2 PELLA CORPORATION g SERIES 350 4-1/2" VINYL CASEMENT WINDOW - IMPACT INSTALLATION ANCHORAGE DETAILS o GENERAL NOTES: INSTALLATION NOTES: IL 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE DESIGN PRESSURES)STATED HEREIN AS FOLLOWS. 1.PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN.IN THIS PRODUCT I.I. IN COMPLIANCE WITH THE STH EDITION(2014)FLORIDA BUILDING CODE-BUILDING AND RESIDENTIAL VOLUMES. EVALUATION DOCUMENT.ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, m a 12. PERFORMANCE STANDARDS: 121. TAS 201-04,LARGE MISSILE IMPACT INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER AND SIDING 122. TAS-282-94 2 SEE tNBTALLATIOMANt:FtOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR, 12.3. TAS 243 94 AND93R MANUFACTURER'S ANCHOR SPECIFICATIONS,INCLUDING MINIMUM NOMINAL SIZE, 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.ESPOI0280P.DADE, MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES. po LL DATED JULY 20.2D12 AND ASSOCIATED LABORATORY DRAWINGS 2 3-ELEMENT MATERIALS TECHNOLOGY,QF$MOINES,Ul U O TESTING WAS CONDUCTED TO TAS 201.94,TAS 202-94 AND TAB 283 94. 21. EDGE DISTANCES SHALLSUBSTRATE BE MEASURED FROM INTERIOR O EX OF OR OF T E EDGE R LL o STRUCTURAL BUB8TRA7'E EITHER TO THE INTERKER OR EXTERIOR OF THE FENESTRATION $p 3.THIS PRODUCT EVALUATION DOCUMENT 19 FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ). PRODUCT. 3 ag 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY,2X FRAMING AND METAL FRAMING SUBSTRATES A8 A MAIN 22- MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE F WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRINGAPPLIED PRODUCT LOADS TO THE RESISTING SYSTEM SUBSTRATE �E FOUNDATION 18 THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERC-0ARCHITECT ACTING AS :D h m 3.SEE SHEETS 5,6 mW 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT INSTALLATION. �C p j 4,ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. �ij S.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE Z glz i STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR S.THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. THE MAXIMUM ON CENTER(D.C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH THE TABLES ON 811EET 2.END DISTANCES AND O.C.SPACINGS LESS THAN THAT SHOWN IN THE 0., S.WHEN INSTALLED IN LOCATIONS WHERE WINDSORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THE FOLLOWING IMPACT TABLES ON SHEET 2 ARE ACCEPTABLE P a B 4 PROTECTIVE REQUIREMENTS ARE MET: 6.1. HIGH VELOCITY HURRICANE ZONE(H M. S.I. SEE ADDITIONAL NOTES ON SHEET 2 r 6.1.1. LARGE MISSILE IMPACT REQUIREMENTS AT HEIGHTS UP TO 30 FEET ABOVE GRADE: to 6.1.1.1. THESE WINDOWS MEET LARGE MISSILE IMPACT REQUIREMENTS OF THE 8TH EDITION(2014)FBC AND DO NOT &GREATER ALLOWABLE SHIM THICKNESS O S INCH SHIM WHERE SPACE IT IHS INCH SI REQUIRE USE OF AN APPROVED HVHZ IMPACT PROTECTIVE SYSTEM.SEE NOTE 3 ON SHEET B OF 13. GREATER OCCURS•BHIM(9)SHALL BE CONSTRUCTED OF WOOD COMPOSITE.HIGH DENSITY C 8.1.2. SMALL MISSILE IMPACT REQUIREMENTS AT HEIGHTS EXCEEDING 30 FEETABOVE GRADE: PLASTIC OR SIMILAR LOAD BEARING MATERIAL Z 6.12.1. THESE WIINDOWS MEET SMALL MISSILE IMPACT REQUIREMENTS OF THE STH EDITION(2014)FBG WHEN GLAZED ON 8.1. FOR BLOCK,FIN 8 FLANGE FRAME INSTALLATIONS,SHIMAS REQUIRED AT EACH THE EXTERIOR USING SAFETY GLAZING AND DO NOT REQUIRE USE OF AN APPROVED HVHZ IMPACT PROTECTIVE INSTALLATION ANCHOR. 2 SYSTEM.SEE NOTE 4 ON SHEET 8 OF 13, 6.2. WIND80RNE DEBRIS AREAS OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(NON-HVH 7 FOR CONCRETE BLpCKAppLICATIOd Ig pp NOT INSTALL INSTALLATION ANCHORS INTO MORTARt7 62.1. WHEN INSTALLED IN LOCATIONS WHERE NON-MVHZ WNDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS PRODUCT DOES NOT REQUIRE USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM. 8.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR PRODUCqT�REVISHD 7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN w COMPI 4d4 LL+°Nleft ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE JURISDICTION. WSTALLATIONANCHORSCHEQULEONSHEET2 vbh AcwpNrtsoAft 1.05� B.MATERIALS: TABLE OF CONTENTS By 8.1. WINDOW FRAME MATERIAL:VINYL(PVC)PER QUANEX BUILDING PRODUCTS NOA NO.12-1017.02 8.2. LAMINATED GLAZING INTERLAYER PER MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). SHEET SHEET DESCRIPTION 82-1. KURARAY BUTACITE PVB GLASS INTERLAYER MATERIAL PER NOA NO.13-012027. 1 GENERAL NOTES,INSTALLATION NOTES 8 TABLE OF 114bmtJ.Amomm,P.E S.01ASS MEETS THE REQUIREMENTS OF ASTM El 300-09a. •• • • • • • ••• •• CONTENTS R MW P.E He 48782 • • • • • 10. DESIGNATION I&STRINGS FOR THE FOLLOWING OPERABLE SASH. •e •• • • s ••• •• • 2 ANCHOR SCHEDULES AND DP CHART • 000! i i• •• 3-4 0.EVATIONS&ANCHOR LAYOUTS ,\IrrlrllryNr•r 11. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY.WATER PROOFING OF THE TN$T411LLI1RnNDOW IS Npi ••• •• ♦,%,%." JAMES�9gl�i�ee 6-7 INSTALLATION SECTIONS ♦ Q� Q e PART OF THIS INSTALLATION CERTIFICATION.THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER ANDIOR THE ♦e♦®4i.•�\O E NS'• 9 WN -0 8 GLAZING DETAIL AND GLAZING NOTES .' O e� F•�':Gtp% Q: No 49752 00- 9 y9 BILL OF MATERIALS a • • ••• •e • • • 10 VERTICAL CROSS SECTION ••0 S a a SEE SHEET 2 FOR DESIGN • • ' e • • • '• 11 HORRONTAL CR038 8ECIION ��' STATE F .1u: • • • •• • • •• • oe,0,�•�.A P 12 COMPONENT SECTIONS IV • • • • • •• eea;OsS�0R1�. d,�OB PRESSURES. 13 INSTALLATION CLIP DETAIL AND CORNER CONSTRUCTION %�h/QNA„St�•♦ • • • • • • • • • • •• •• • • • •• •• • .. .. . . . .. .. . . . . . . . . . . . SERIES 350 CASEMENT WINDOW INSTALLATION REQUIRERMuS Design lass Type Quantity of entertoCenter Quantity of CentertoCenter O/ a • • End�S�p.a1dIr8A11 • Qu ty 5 Max.Size Tested P Required(See Substrate Install.lo.lypp • t� "4s : AD cs aj$ead nS H'ad& Anchors at Jambs SpecingJambs PSF Sh et SII• • 8 351/2°x71 Y +70%75 G3and 64 Wood/Concrete CMU Metal• all • • 4"• 3 • 7 10.6" a 35 °x71 ° +70/-75 G3 and 64 Wood Conuete/CMU Thru- • •• • 3••• • 13 8 910° `D Q 35 2°x +701-75 G3 and G4 Metal• Thru-Frame 4" 3 13 8 6 u-7° ut 02' 65 +70-72 Gi Wood/Metal• CII 4° 3 13.8" 6 115 65 + -72 G3 Concrete/CMU GI •• • °. • • g• • 13.8° 7 9.6"6S 1/2" +70-72 G3 Wooe/ConLrete/CMII Thru-Frmne ••• r' • • • • 13.8" 7 9.6°65 2" + -72 G1 Metal• Thru-Frame • • • 3 yq g° 6 115" m -c Y +70-75 G2 W Metal• di •• • 4w • • •4• •• 6+ -75 G2 Concrete CMU GI 4° 3 13.8° 7 9.6"65 +70- G2 Woo Concret CMU Thru-Frame 4° 3 138" 7 9.6° -75 Metal• Thm-Frame 4° 13.8° 6 115 °7 a •METALS MSTRATES INCL WING: 'U.U. (a)20 GAUGE(0.0346"MIN.THK.)STEEL INCLUDI L,33 KSI YIELD STRENGTH STEEL OR BETTER O E b #'MIN.THIC.ASTM A-36 STEEL,36KS1YIELD STRENGTH STfELORBEITER c MOW NUN.THK.6063-TS ALUMINUM OR BETTER g INSTALLATION ANCHOR SCHEDULE NOTES: F11U'P Vi m WTALLA710N FASTENER FASTENER MANUFACTURER ANCHOR CAPACITIES BASED TYPE HEAD TYPE Siff EMBFJiMENT(IN) EDGE DISTANCE(ne)AND/OR SPECIFICATION ON 1. INSTALLATION ANCHOR SCHEDULE m 1.1. THIS TABLE LISTS APPROVED ANCHOR SPECIFICATIONS BASED ON THE INSTALLATION TYPE 17W TAPCONS(1) ° 1-1/8• N.2000 PSI CONCRETE AND SUBSTRATE. ti F CONCRETE Elco ULTRA CONS 1-3/8" i• MIN.2500 PSI CONCRETE 2. SERIES 360 CASEMENT WINDOW INSTALLATION o a 5 y I CONCRETE . THIS H IS TABLE FOLLOWING INFORMATION. 8�g INSTALLATION HILTIKWIK-CONII+ 1-3/4" 1-1/8• MIN.2000 PS 2.1. THiSTABLEUSTSTHE � CUP OR THRU- PAN OR HEX 3/16" 2.1.1. DESIGN PRESSURE(PSF). rA FRAME HEAD IlW TAPCONS(1) 1" 2" 2.12. END DISTANCE(ED)OF ANCHORS AT FRAME "' STRENGTH CONFORMANCE ENDS AS DIMENSIONED ON ELEVATION MASONRY ELCO ULTRACONS 1-1/4" 1" TO ASTM C-90,MEDIUM DRAWINGS. (BMASONRY WEIGHT;DENSITY 117 PDF 2.1.3. MAXIMUM O.C.(ON CENTER)SPACING FOR HIL71 KWIK-CON H+ 1" 1.1/8" ANCHORS BETWEEN THE FRAME END ANCHORS DIMENSIONED ON ELEVATION DRAWINGS. 0 THRU-FRAME PAN OR HEX NO.10 WOOD ANSI B18.6.1 1.3(8• 3/4°LATERAL(3) WOOD WITH A MINIMUM 2.1.1.1. QUANTITY OF ANCHOR$BASED ON MEETING THE HEAD (WOOD SCREW)(2)(4) SPECIFIC GRAVITY OF DSS. O.C.SPACING REQUIREMENT'S. 2.1.2. MAXIMUM WINDOW SIZES(W x H) i RooUCTg W1111 HD INSTAlU1T10N ANSI 81 M( 2.2. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE 84 p1O cok�Glib Oe Redd° CUP, PAN OR HEX 3/4'LATERAL BASED ON ANCHOR SPACING USED N TESTING OR Acc w No)��040HAUj (WOOD SCREYY)(2)(4) WOOD WITH A MINIMUM NO.10 WOOD 13/8" 1/2,WITH Dato �Ia INSTALLATION HEAD SPECIFIC GRAVITY OF OSs. REQUIRED BY LOADING AT DESIGN PRESSURE ASME B1B.6.4 CUP-BEM' RAppl�$��y)(2)(4) (3) 2.3, FOR WINDOW SIZES SMALLER THAN THOSE SHOWN. ANCHOR QUANTITIES CAN BE REDUCED WHILE Y C 20 GAUGE(0.0346° ASTM Ad53 STEEL,33 KSI MAINTAINING EDGE DISTANCE AND O.C.SPACING MIN.TTOL)MM ASME 818.6.4 5/16- YIELD STRENGTH STEEL.OR REQUIREMENTS. Robot J.Anx•no.P.E. INSTALLATION INCLUDHNG$7 (TAPPING SCREW)(4) FULLY PENEERATE BETTER FI°dda P.B.No.49M CUP, SUBSTRATE WITH ASTM A-36 STEEL„36 KSI ,'/g111111y/F/ INSTALLATION PANS No.10 118°MIN.THK.A-36 ASNEB18XL4 3THREADS 5/16" T1ELDSTRENGTH STEEL OR ��p**4 DAMES 4! TMpRpE STEEL ORBETTER (TAPPIIXiSCREW)(4) PROTRUDING ,o�e��Q,�,GErys�4gGm, 15 ALUMINUM ASME B16.6A 3/8' 6063 TS ALUMINUM OR rC�'� No 49 62 'n (TAPPING SCREW)(4) BETTERBETMRf NOTE 1)WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THRFADFORM TECHNOLOGY TYPE 2)FOR WOOD AND TAPPING SCREWS INSTALLATION INTO WOOD SUBSTRATE;IF SPOTTING ISACONCERN,DRILL 7/64°PILOTHOLEFOR IJATERALAPPUCATIONSAND �5.��•.'L"`-(ORLpP �2�� 3/32°FOR WITHDRAWALAPPLICAT TEIONS.SEE NO3BELOWFORFURTHERDEFINITION. SfONA' 3)LATERAL[$APPUCABLETO INSTALLATION CLIP ANDTHRU14RAME;WITHDRAWALIS APPUCABIE TO INSTALLATION CUP-BENT. 41 WOODAND TAPPING SCREWS SHALL 00 RM TO A GRADES STRENGTH OF 92 KSI YIELD STRENGTH AND 120 KSI ULMMATE SIR g r. SERIES 350 VINYL CASEMENT WINDOW 35 1/2" MAX. FRAME WIDTH GO EXTERIOR VIEW 33 1/2" MAX. SASH WIDTH SEE INSTALLATION S REQUIREMENTS BLOCK FRAME SHOWN,FLANGE AND FIN FRAMES ALSO APPROVEDSHEET 2 FOR P 4" MAX' SPACING & a TYP. 4" MAX. QTY., TYP. H 4" MAX. 8 TYP. lu TYP. a r-T m a \ \ 4" z ON C R TYPIC AN a 2! \ Locking Hardware 16 \ 6 1/2' MAX. v \ \ H HT S �� Snubber \\ 64 3/8" MAX. 1 SEE INSTALLATION 18 D.L.O. x REQUIREMENTS SHEET 2 57 FOR SPACING & QTY.. TYP. (INSTALLATION CUP 71 1/2" QUANTITY SHOWN) 491 FRAME / HEIGHT IODUCTRMSED / o cmnplying.dm dw Haim E Juilmng CO& 10 pa 1 r.og 3227" // on Dam ja Puberti.Anwnw,PT. • • • • • • flmMa P.E.Na<1rM2 1 "• • • •• • ��ptllllgby� ° • •.. • /•• . 20 ��•. �pt�AEs • • • • • • • •• •• Hinge / ��eQ► •�,.GENq / .`R•: No 49752 O •• • • • • • 9•: STAT OF�� s • • 28 3%8 SOKLATION EE ANCHOR ANCHORLVARIES. � . SHEET 2 • • • • • • • • • • •• •• • • • •• •• • .. .. . . . .. .. . . • • • . • . . • • • • • • • • SERIES 350 VINYL CASEMENT WINDOW 35 1/2" MAX. FRAME WIDTH EXTERIOR VIEW 33.f 2" MAI SAS'F`WIDTH • • • • • • j •• SEE INSTALLATION BLOCK FRAME SHOWN,FLANGE AND FIN FRAMES ALSO APPROVED • 40 • •• • • • REQUIREMENTS •• : ' SHEET 2 FOR 4" MAX. 4" MAX SPACING & TYP. D TYP. QTY., TYP. w 4" MAX• • • •• ••• •• 9 oaaC TYP. • .. • . . .. Hinge o A B B C 6 Gal 7 20 d a � Za 0 \ a Snubber 14" F a, ' m j O 10 ON CENTER z / TYPICAL z z Locking Hordwor• 16 \ 65 1/2- MAX. a pp � FRAMEgiF 1, HEIGHT �� SEE INSTALLATION REQUIREMENTS SHEET 2 58 3/8" MAX FOR SPACING & QTY., TYP. D.L.O. 63 1/2" MAX. g SASHg HEIGHT 45r / RODUCT REMM E / n complyim with No PM46 10 // nulwwe t5 Low 30 " // ey Prodaa RobBAJ.Nramo.P.E 161/2' HI ge 4p IL No 4975 O• m tit?. ;it S STATE F l�kl v.. 4 MYP. INSTALLATION ANCHOR VARIES. �� ..............�... 28 3/8" MAX. D.L.O. SEE ANCHOR SCHEDULE 1 15/16" SHEET 2 MIN. EDGE DIST. M EDGE DIST. SUBSTRATE VARIES. INSTALLATION OR VARIES. SEE ANCHOR INSTAUATIO OR ` VARA SEE ANCHOR SEE ANCHOR SCHEDULE VARIES. CH CHEDULE SHEET 2 SUBSTRATE VARIES. VARIES. HOR SCH SHEEP 2 SHEET 2 SCHEDU SH 2 SEE ANCHOR SCHEDULE SCH ED SHEET 2 ;r SHEET 2 qp MIEMBED. APPLY EXTERIOR C~j VARIES. EE ANCHOR SEALANT ACCORDING VARIES BED. APPLY E) SC EDULE TO MANUFACTURER'SINSTRUCTIONSEALANT �H ACCORDING TO S ET 2 SH 2 a MANUFACTURER'S INSTRUCTION p Q 1/4" 1/4• MAX. m < 2 2 5 INSTALLATION CUP INSTALLATION CUP 24 24 S APPLY INTERIOR SEALANT APPLY INTERIOR SEALANT o (LOW EXPANSION POLYURETHANE o (LOW EXPANSION POLYURETHANE 11 FOAM INSTALLATION) ACCORDING 11 FOAM INSTALLATION), ACCORDING o m TO MANUFACTURER'S INSTRUCTION BE MANUFACTURERS INSTRUCTION b SEE GLAZING BETWEEN THE WINDOW FRAME AND SEE GLAZING 9 BETWEEN THE WINDOW FRAME AND DETAIL SHEET 8 9 BUCK TO FILL GAPS. DETAIL SHEET 8 BUCK TO FILL GAPS. (2) /8 x 1/2" PH TAPPING SCREWS PER 25 CU �8 x UGH U TAPPING SCREWS PER 25 F CLIP THROUGH CLIP HOLE'S CUP THROUGH CUP HOLES O EXTERIOR INTERIOR EXTERIOR INTERIOR Z A TION CROSS SECTION A STALLATION CROSS SECTION Z g F STALLA 5 M FRAMM CLJPINSrALLATION 5 BLOCK FRAM$CLIP INSTALLATION HEAD SHOWN,JAMB SHAM AR g I HEAD SHOWN.JAMB SMM.ARd • 4Bb d 1,11 MIN. EDGE DIST. SUBSTRATE VARIES. INSTALLATION OR VARIES. SEE ANCHOR t� SEE ANCHOR SCHEDULE VARIES. CHOR SCHEDULE SHEEP 2 SHEET 2 SCH LE EFT 2 8 APPLY EXTERIOR SEALANT ACCORDING MIN. EMBED. TO MANUFACTURER'S VARIES. SEE ANCHOR INSTRUCTION SCHEDULE RODVCTREVISED SHEET 2 camptyb*wNbtuovwde FLUSH FLANGE 23 �iNo1 1:b5 SHOWN 1/4" AX. 0 2 M Y ON CUP 5 24 rot APPLY INTERIOR SEALANT_ RoeedJ.Amwi•o t'E • • • • • •• (LOW EXPANSION POLYURETHANE RadN RE Na W84 11 • • FOAM INSTALLATION) ACCORDING �!J11111118 � • • TO MANUFACTURER'S INSTRUCTION ,��•••3NIAES q�4� SEE GLAZING y • • • BETWEEN THE WINDOW FRAME AND �Q�Q,Q�••�GE1116:;{lOgii�,, DETAIL SHEET 8 • • • • •• BUCK TO FILL GAPS. �0 43 e 94-,v F•'•.Gip (2) #8 x 1/2" PH TAPPING SCREWS PER 25 .``k: No 49752 CUP THROUGH CLIP HOLES EXTERIOR. IlQTERI4R.'. - • '9 . STATE OF AL TbDI. I d CSS SECTION '%°.t .........��o R U. ��r•: ..•. t►�• • -RANOB FRAME IN TION HEAD SHOWN.JAMB SIMILAR /"�n1i�H► • • • • • • • • • • •• •• • • • •• •• • .. .. . . . .. .. . . . . . . . . . . . INSTALLATION ANCHOR INSTALLATION ANCHOR G VARIES. SEE ANCHOR VARIES. SEE AN 2X WOOD SUBSTRATE SCHEDULE SHEEP 2. MIN. EMBED. 2X WOOD SUBSTRATE SCHEDULE SHEET 2. MIN. EMBED. SHOWN. ALSO APPLICABLE VARIES. SEE ANCHOR • • SH APPLICABLE VARIES. SEE ANCHOR a TO STEEL OR ALUMINUM �A2 ALUMINUM SCHEDULE SHEET 2 SCHEDULE�H®Ef 2 •• • • SUBSTRATE. SEE ANCHOR • • • + • • SU SEE ANCHOR SCHEDULE SHEET 2, &Sk!TIO•N CI:- •• •SCHEDULE SHEET 2. INSTALLATION CUP 24 • • • • • • • • MIN EDGE DIST. ••• •• 000 • APPLY EXTERIOR MIN. EDGE DIST. 1— 8 V;. ANCHOR SEALANT ACCORDING VARIES. SEE ANCHOR CHEDULE TO MANUFACTURER'S SCHEDULE ' 2 APPLY EXTERI 20 • • •• ••• •• INSTRUCTION a ACCOROIN TO • • • • • • • • MANUFACTU ER'S • • • • •• • • m a 8 INS CTION • • • • • • • • •1/4 1/4' MAX. • • • • • ••• •• 2 IM 2 SHIM 5 APPLY TERIOR SEALANT 5 APPLY INTERIOR SEALANT G co P (LOW PANSION POLYURETHANE (LOW EXPANSION POLYURETHANE g 0 F ALLATlON) ACCORDING11 D FOAM INSTALLATION) ACCORDING 11 TO UFACTURER'S INSTRUCTION TO MANUFACTURER'S INSTRUCTION BETW N THE WINDOW FRAME AND BETWEEN THE WINDOW FRAME AND 3 y BUCK TO FILL GAPS. SEE GLAZ 9 BUC TO FILL GAPS. SEE GLAZING DETAIL SHEET DETAIL SHEET 8 (2) #8 1/2' PH TAPPING SCREWS (2) 8 x 1/2° PH TAPPING SCREWS 25 PER THROUGH CUP HOLES 25 PER CLIP THROUGH CUP HOLES EXTERIO INTER EXTERIOR INTERIOR ' B INSTALLATION CROSS SECTION B INSTALLATION CROSS SECTION Z s 6 BLOCK FRAMR,MT CUP INSTALLATTON 6 FIN FRAM SHOWN, JAMB SfALTA7 Tox g BRAD SHOWN,JAMB OMAAR HEAD SHOWN.]AMB SIMILAR pyS INSTALLATION ANCHOR 2X WOOD SUBSTRATE VARIES. SEE ANCHOR Sc MIN. EMBED. SHOWN. ALSO APPLICABLE 1 � VARIES. Std ANCHOR TO STEEL OR ALUMINUM SCHEDULE SHEET 2 SUBSTRATE. SEE ANCHOR �g SCHEDULE SHEET 2. INSTALLATION CLIP 24 APPLY OR MIN. EDGE DIST. SEALANT ACCO DING VARIES. SEE ANCHOR TO MANUFAC ER'S SCHEDULE ;-R0DUCTR6VISFA INS CTiON SHEET 2 cBoomplyftwfhdoFladda nalidiagcaao Accep�enca No r1O18 FLUSH GE g P3 OWN � gy 1 MAX. HIM 0 5 APDL INTERIOR SEALANT RaWdJ.A9A P.E (LOW EXPANSION POLYURETHANE PlmIQePENo 48762mm 0 FOAM'INSTALLATION) ACCORDING 11111111Upa 1 TO UFACTURER'S INSTRUCTION �� aaaa BETW THE WINDOW FRAME AND INTERIOR `�� pMES A a' SEE GLAZING 9 BUC TO FILL GAPS. EXTERIOR `,�•`Su-,,��bE1VSF�9G4�� DETAIL SHEET 8 (2) #8 z /2" PH TAPPING SCREWS 25 $ ALTERNATE INSTALLATION e% No 4975 `To PER C THROUGH CUP HOLES *' EXTERIOR INTERIOR CROSS SECTION �' BLOCKFRAMBSAOWN Si)*. STATE OF (ALSO APPWCABLBTOPJNANDFLANOBF]IAMB} ��Q.n:�� OP.•�Z�� (nIN CROSS SECTION ALTPRNATBBP.NTCLW INSI'AU ATTON •, ........... •'''� 6 PLANOBMAW MWCLIP INSTM"flON HBADSHOWN,JAM S M&a 11��`�` MAD SHOWN,JAMB SM AR SBB OMM B SECTIONS FOR DETA S INSTALLATION ANCHOR MIN. EDGE DIST. S INSTALLATION ANCHOR EDGE DIST. VARIES. SEE ANCHOR VARIES. SEE ANCHOR VARIES. SEE ANCHOR E ANCHOR SCHEDULE SHEET 2 SCHEDULE SHEET 2 SCHEDULE SHEET 2 SCHEDULE 1 ET 2 SUBSTRATE VARIES. SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDU z SHEET 2 v SHE 2 MIN. EMBED. Q APPLY IOR VARIES. SEEBANCHOR APPLY EXTERIOR VARIES. SEE ANCHOR v SEALANT SCHEDULE SEALANT ACCORD SCHEDULE 2 w ACC RDING TO SHEET 2 TO MAN IN 'S MAN ACTURER'S IN UCTION a NSTRUCTION C7 1/4- m a 2 1/4" MAX. SHIM S IM 5 i APPLY INTERIOR SEALANT a cq APPLY RIOR SEALANT O (LOW EXPANSIO POLYURETHANE s o O (LOW ANSION POLYURETHANE FOAM INSTAL ON) ACCORDING S ti 11 F INSTALLATION) ACCORDING TO MANUFAC RER'S INSTRUCTION 0 SEE GLAZING T MANUFACTURER'S INSTRUCTION SEE GLAZING 9 BETWEEN WINDOW FRAME AND p 9 a DETAIL SHEET 8 EEN THE WINDOW FRAME AND DETAIL SHEET 8 BUCK TO LL GAPS. a F BUCK TO FILL GAPS. z $N EXTERIOR INTERIOR EXTERIOR INTE R 9 F z INSTALLATION CROSS SECTION C INSTALLATION CROSS SECTION slop 7 BLOCS PRAMS,THRU FRAME INSTAU ATION 7 FW FRAME.THRU FMW INSTALLATLON S a HEAD SHOWN,JAMB SIMQ.AR HEAD SHOWN,JAMB SMM AR _ SS INSTALLATION ANCHOR VARIES. SEE ANCHOR VARIES. S T HOR n' SCHEDULE SHEET 2 SCHEDULE SH � � SUBSTRATE VARIES. 8 SEE ANCHOR SCHEDULE SHEET APPLY EXTERIO MIN. EMBED. SEALANT ACCORDIN VARIES. SEE ANCHOR TO MANUFACTURER' SCHEDULE -.1Ronurrnavtsr:D INSTRUC710 SHEET 2 ,scomlAyingwitthLbel4aid• FLUSH FLA GE 23 Data 18 SHO 1/ MAX. $y 2 SHIM adeProdua 5 XPLY INTERIOR SEALANT R0 Fa+lde P.Va P.E No. oAna=,RE .46782 ••• i 40 • • • (LOW EXPANSION POLYURETHANE 11 • • • FOAM INSTALLATION) ACCORDING p�puu�p� • i • • •TO MANUFACTURER'S INSTRUCTION All SpMES i��s,, SEE GLAZING 9 •• • BETWEEN THE WINDOW FRAME AND ��W. ..•" w �i DETAIL SHEET 8 BUCK TO FILL GAPS. '0 Sb .v�OENSF•,9G4*. ��+��TT �1 No 49752 y► EXTEI�IQR• •• �p0; STATE F • 44641 f • • • • • • • • • • •• IIVSTALL'AMN CK®SS'SECTION o�i,��SA��O R\QP''•`�`,•' rJ FLANOEFRAME,THRUFRAMBINSTALLATION HEAD SHOWN,JAMB SBYIRAR • • • • • • • • • • •• •• • • • •• •• • .. .. . . . .. .. . . . . . . . . . . . ••• . GLAZING DETAIL NOTES: 1. APPROVED GLAZING CONFIGURATIONS(SEE NOTES 3,4 ANrm): •: •'• .: ." • • ' • • • • • • • •• 5V9/16' POLYURETHANE REACTIVE • • • • • HOTMELT GLAZING COMPOUND 1.1. G1 =1"OA IGU LAMINATED INSULATED GLASS CONSIST�IG OF;THE... .. •�� 15 FOLLOWING FROM EXTERIOR:1/8"ANNEALED-9/16"AIR SPACE-lff'ANNEALED+0.090"PVB BUTACITE BY KURARAY AMERICA,INC.+118ANNEALED.SEE NOTE 3 AND 5 BELOW. •• • s•• ••• IL1.2. G2=1"OA IGU LAMINATED INSULATED GLASS CONSISTINGbIi;h: :'. : : 9 GLASS FOLLOWING FROM EXTERIOR:1/8"TEMPERED-9/16"AIR'�ACE'1/8" ' ••• •• ITE ANNEALED+0.090"PVB BUTACITE BY KURARAY AMERICA,INC.+1/8" EXTERIOR INTERIOR ANNEALED.SEE NOTE 3 AND 4 BELOW. y � 4 1.3. G3=1"OA IGU LAMINATED INSULATED GLASS CONSISTING OF THE 1/8" ANNEALED FOLLOWING FROM EXTERIOR:3/1ANNEALED-7/16"AIR SPACE-118" 1./8" ANNEALED (GI) OR 0.090" PVB BUTACITE g 1 6" ANNEALED+0.090"PVB BUTACITE BY KURARAY AMERICA,INC.+1/8" 1/8- TEMPERED (G2) BY KURARAY AMERICA, INC. Z ANNEALED.SEE NOTE 3 AND 5 BELOW. SEE NOTES THIS SHEET 1/8" ANNEALED o 1" O.A. t m 1.4. G4=1"OA IGU LAMINATED INSULATED GLASS CONSISTING OF THE GLAZING DETAIL 1 & 2 FOLLOWING FROM EXTERIOR:3/16"TEMPERED-7/16"AIR SPACE-1/8" Z RAIL SHOWN-SME SIMII.AR ANNEALED+0.090"PVB BUTACITE BY KURARAY AMERICA,INC.+10 ANNEALED.SEE NOTE 3 AND 4 BELOW. (REQUIRED ON FRAME HEIGHTS<651/2") loll 2. SEE TABLE WINDOW SIZE VS.DESIGN PRESSURE ON SHEET 2 FOR APPROVED CONFIGURATIONS.ALL SIZES IN TABLE ARE BASED ON TESTED 5 POLYURETHANE REACTIVE UM WINDOW AREA TESTED. 14 Mn SIZES AND DO NOT EXCEED THE MAXIMo HOTMELT GLAZING COMPOUND � e 3. GLAZING DETAILS G1,G2,G3 AND G4 MEET LARGE MISSILE IMPACT 15 REQUIREMENTS AT HEIGHTS UP TO 30 FEET ABOVE GRADE AS REQUIRED 11 BY THE 5TH EDITION(2014)FLORIDA BUILDING CODE. RODUCf RBVISBD 4. GLAZING DETAILS G2 AND G4 MEET SMALL MISSILE IMPACT 9 9/16BITE" GLASS «anCoft% naaF�anas digCoN REQUIREMENTS AT HEIGHTS GREATER THAN 30 FEET ABOVE GRADE AS ,.,,�D= A5 REQUIRED BY 5TH EDITION(2014)FLORIDA BUILDING CODE. EXTERIOR INTERIOR mmt aft t?'rodaac t 5. GLAZING DETAILS G1 AND 03 DO NOT MEET SMALL MISSILE IMPACT 1/8- ANNEALED " PVB BUTACITE Roae°aa�ao.P.E. 0.090 REQUIREMENTS AT HEIGHTS GREATER THAN 30 FEET ABOVE GRADE AS 3/16" ANNEALED (G3) OR fWaa P.E 610 Mao REQUIRED BY 5TH EDITION(2014)FLORIDA BUILDING CODE. 3/16" TEMPERED (G4) BY KURARAY AMERICA, INC. SEE NOTES THIS SHEET 1/8" ANNEALED '011"""'8,y OES �, 6. A MINIMUM OF TWO(2)NEOPRENE SETTING BLOCKS WITH 70 TO 90 1" O.A. .•`�4R�••"Ep Ao SHORE A DUROMETER HARDNESS ARE REQUIRED AT BOTTOM(SILL)OF GLAZING LITES MORE THAN 3 FEET IN WIDTH IN ACCORDANCE WITH THE GLAZING DETAIL 3 & 4 Qt No 49752 .•* 5TH EDITION(2014)FLORIDA BUILDING CODE. RAII,SHOWN-STII.E SiMII.AR :�a• .jz (REQUIRED ON FRAME HEIGHTS>65 V2"TO 711/2") v�0• STATE P :�a� NO BILL OF MATERIALS � Ti � DESCRO7TWN MATERWNENDOR QTY S 1 FRAME SILL VINYL(PVC)BY QUANEX BUILDING PRODUCTS PER NOA NO.12-1017.02 1 2 FRAME HEAD VINYL(PVC)BY QUANEX BUILDING PRODUCTS PER NOA NO.12-1017-02 1 3 FRAME LOCK JAMB,LEFT VINYL(PVC)BY QUANEX BUILDING PRODUCTS PER NOA NO.12-1017.02 1 8 4 FRAME LOCK JAMB.RIGHT VINYL(PVC)BY QUANEX BUILDING PRODUCTS PER NOA NO.12-1017.M 1 iL 5 SASH TOP RAIL VINYL(PVC)BY QUANEX BUILDING PRODUCTS PER NOA NO.12-1017.02 1 m < 8 SASH BOTTOM RAIL VINYL(PVC)BY QUANEX BUILDING PRODUCTS PER NOA N0.12-1017.02 1 7 SASH STILE,LOCK VINYL(PVC)BY QUANEX BUILDING PRODUCTS PER NOA NO.12-1017-02 1 8 SASH STILE,HINGE VINYL(PVC)BY QUANEX BUILDING PRODUCTS PER NOA NO.12-1017.02 1 1 $ S m 8 GLAZING SEE GLAZING DETAIL SHEET 8 10 1"GLAZING BEAD,BOTTOM RAIL,WITH WEEPS VINYL(PVC)BY QUANEX BUILDING PRODUCTS PER NOA N0.12-1017.02 1 a 11 1"GLAZING BEAD,TOP RAIL VINYL(PVC)BY QUANEX BUILDING PRODUCTS PER NOA NO.12-1017.02 1 m 121"GLAZING BEAD,STILE VINYL(PVC)BY QUANEX BUILDING PRODUCTS PER NOA NO.12-1017-02 2 S 13 SETTING BLOCK PVC SEE SHEET 12 REQ D $ o m I 14 POLYURETHANE REACTIVE HOTMELT GLAZING HENKEL SA A8 REQ D COMPOUND € 1S 11.5MM(71187 STAINLESS STEEL SPACER CARDINAL GLASS AS REQ'D 1 16 MAXIM MULTIPOINT LOCK HANDLE ASSEMBLY TRUTH HARDWARE 1 L j 17 MAXIM SELF-LOCATING MULTIPOINT TIE BAR .TRUTH HARDWARE 1 � ASSEMBLY S 1S SNUBBERS-FRAME HINGE JAMB/SASH HINGE STILE TRUTH HARDWARE DIE CAST ZINC COATEDISTAINLESS STEEL AS REQ'D 19 ENCORE ROTO OPERATOR WICRANK TRUTH HARDWARE 1 RODUCf REWSM complp�veiib tLe ITlmide 20 HD HINGE TRACK AND ARM.SCREW CONNECTED AT TOP AND BOTTOM SASH RAILS(NOT SHOWN IN TRUTH HARDWARE 2 � lea SECTION VIEWS) 21 TPE BULB WEATHERSTRIP 8.9MM(0.27°)DIA-AWNING INTEK PLASTICS AS REQ O CcaUol FRAME 22 FOAM FILLED LEAF SEAL 13MM A51n LONG-SASHAS REQ'D Rabodl Amom".PE_ FRAME AMESBURY INDUSTRIES Flad6a PE.No.49762 23 FLANGE(OPTIONAL) VINYLjAfq)4 QQAN;f%U*IND P f lftft PIR NOA NO.12-1017.02 4 eeep1U1111#10A , FLUSH FLANGE(SNAP-Om VINYL )SYQ 1 P TW R NOA NO.12-1017.02 ecce DAMES q,�� e 5, ••'G ly'' ee SN'FLANGE(SNAP-ON) VINYL(WL)B7 QSAM BUIWG PMMCTSWtR NOA NO.12-1017.02s'�<s a••�` s�••%Ep i Q ft- No 49752 •O ASRE SEE SHEET I2 Q'D 24 INSTALLATION CUP •,.D�,��t�r ✓ •Q:G 25 gg x 1/2°TAPPING SCREW • • •••AISMI0IB STBEIII• • A3 REQ'D �'3S 1.11)' • • • • • • • • • • •• PeO°°0.0 O.... ecce *00 • •• ••• •• • • • • •• '14, °jtttrer1u1111 • • NAL ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • .. .. . . . .. .. . 2 • • • •• 000 • • 0 2 • . • . 9 • • • •• •00 0 m • • . AV o 0 0 A on Vigo EXTERIOR ` !I $ INTERIOR g 9 m rnmptylagAr(ih Ou+Flaride Badding Cado t o nccaptsoca N'a t .05 ©t SETTING t D6ro g BLOCK WEEPBq ye a4iami a Com 8 Robot J.Ammuso.PA 21 Ronda PE No.49762 {{{{Uiiitop SpMES q�°i°°1 Q ce., No 49752 9: BT��+�•�� D VERTICAL CROSS SECTION 10 BLOCK FRAME SHOWN,FLANGE AND FTN 'o,cF' o..tQ °O°Oifi�ON FRAMES ALSO APPROVED nno{{+{{ tr m a 419 INTERIORSol z4 z 9 loll 2, \ � a� � c3m pg 22 7 17 t 2 9 TMRIOR E9 ,2 s ,s �p"m Yft uU w9 Nlmide E HORIZONTAL CROSS SECTION DM ' 11 BLOCK FRAME SHOWN,FLANGE AND FIN FRAMES ALSO APPROVED Ranmelanweo.M FIMO P.E.Na 49M •• • • • • • e•• •• OF Z @t No 40752 4//•O:• • • ••• •• ••• • +•flFy//// f • • • • • • • • STAT OF • • • •• • • •• • 0 00 • • • • • • • • •• •• • • • •• •• • .. .. • . . .. .. • COMPONENT SECTIONS •• • • • •• • • 2.542 • • • • • • • • • •• 1.974 • • ••• • •• • • a .070 •s• i •i• ••• ••O�i• 1.419 •050 050 1.782 •070 .050 ov 2.750 00 2.750 1.178 lo w- 050 1.250 • • : •• 1.250 a • • • .070 1.028 =19O O o • • 070 U o m s .070 .070 070 4.500 a 1.745 4.826 1.476 3.055 o N 4.500- SASH TOP AND BOTTOM O O O O 4.626 5 6 7 8 rn z BLOCK FIN SILL OR EMB. SILL OR FRAME/HEAD, H � ag 83 .055 718 .437 285 .040 .235 e 645 E Rou . S RSV13® NBwNh Ute 67odd6 GLAZING BEAD R.030 060 rnF3X 2.485 �11 1@45822.250 Y Produa .235 0 Rcberti.Ammm ME Fbdda P.E.Nm 49762 W *.020 .625 Fp p�� urs OfiO •��4Qv OENS �'9G��i J- 595 No 49762 tea' 13 SETTING BLOCK •650 393 T ±.010 .448 MATERIAL PVC9p6® 5�8" FLANGE STATE OF :��/` HARDNESS:SHORE A 80.90, FLUSH (SNAP-FLANGE ON) ,•a, s flNA<ti SHORED 78 87 (SNAP-ON) WIDTH AND THICKNESS VARY �rrrrnnre��` INSTALLATION CLIP DETAIL CORNER CONSTRUCTION 0.515"t.016 2X 0.437" i 15X 40.130" 2X 0.249" w ' 1 6x 00.200' CORNER WELD ® ® 0.313" (ALL SIDES) 0.938" m a 1.563" 1.875" 1.750" I E)—= l 1 FRAME CORNER a° o RUCTION 3a CONSTRUC FASTENER HOLE Z 0.446" SIZE: z 1.726" AS REQUIRED, o m INCREASE HOLE SIZE 2.406" IN CLIP TO ALLOW z 3.969" INSTALLATION OF 4.750" NO.10 WOOD/TAPING a (L „ 5.500" SCREWS AND 3116" :3 0.090 CONCRETE SCREWS. CORNER WEL 6.125" (ALL SIDES) t� 0,377" SASH CORNER _ INSTALLATION CLIP DETAILS 8 0.460" 24 MATERIAL CONSTRUCTION .05161.003"HOT DIP GALV.SHEET STEEL ROCKWELL"W'65 MAX. ULTIMATE STRENGTH=55 KSI MIN. N �emt50401. 18 YIELD STRENGTH=30 KSI MIN. Robert 1 Noa m RE •• • • • • • ••• •• Florae P.E.ft 49M • a • • • •• • • ,,,,,`�,GEENs • ••• • • • • •• • Q�?• No 49752 • • • • • • • • �gf', STAT[ F .V • • • • • • • • • • •• •• • • • •• •• • M AM F MIAMI—DADE COUNTY RIMM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(186)315-2590 F(780 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede.my/economy Pella Corporation 102 Main Street Pella,IA 50219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such prods erial within 'urisdiction. RER reserves the right to revoke this acceptance, if it is d ' ed by Miam ado County duct Control Section that this product or material fails to meet the qui ments of the applicable building co e. This product is approved as described herein, an has een designed to comply with the Fl or da Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11350 .HurricaneShield® 4A" Vinyl" Clipped Aluminum ion w/wo SS Reinforcement-L.M.I. APPROVAL DOCUMENT: Drawing No.PELLO titled"Series 3 - 2"Vinyl Window Mullions- impaef, sheets 1 through 36 of 36, dated 03/04/13, wit r ion "B" dated 09/10/15, prepared by PTC •; Pitdact DegigrCgoup, LLC, signed and sealed by Robert J. Amoruso, P. E., bearing the Miami-Dade Gauat Prodi et Cbntrol Revision stamp with the Notice of Acceptance number and expiration date by the 0000.. ., •• Miami Dadi•Ootnty Product Control Section. 0:0000 INSII,E IWAaCT RATING: Large and Small Missile Impact Resistant •0 0 9 0: LABtLINV Lich unit shall bear a permanent label with the manufacturer's name or logo, city, state, 0000.. 'S N? .—and fQq*W*ing statement: "Miami-Dade County Product Control Approved", unless otherwise noted • • herein. 00:000 *:ease IZ91WWAVU111is NOA shall be considered after a renewal application has been filed and there has been •00 ••• q*ibange in th;applicable building code negatively affecting the performance of this product. •TB R�MATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0610.03 and consists of this page 1 and evidence pa , as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Miwrlanao>:coUNT1r N AA No. 15-0413.02 D Expirat on Date: April 17, 019 C Approval ate: October 01 015 eq1.21!7 Page 1 Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 13-0610.03) 2. Drawing No. PELL0033, titled "Series 350 4-1/2" Vinyl Window Mullions Impact", sheets 1 through 36 of 36, dated 03/04/13, with revision"B"dated 09/10/15,prepared by PTC Product Design Group,LLC,signed and sealed by Robert J. Amoruso,P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a 350 series white PVC fixed windows with 1" mullion, prepared by Element Materials Technology, Des Moines eport No. ESP015035P.DADE Fixed Mulled, dated 11/04/13, signed an Baled by Jason . Steen,P. E. (Submitter)under previous NOA No. 13- 0.0 C. CAL IONS 1. chor verification lculations and structural analysis, complying with FBC 5t dition (2014}, date 03/28/15, and revised on 09/16!15, prepared b PTC Prod t 'gn Group,LLC, igned and sealed by Robert J. Amoruso,P. E. D. QUALITY UL 1. Miami Dade Department of Regulatory and Economic Resourggs(JtER). . . ...... E. MATERIAL CERTIFICATIONS ••'..' . . . . ...... 1 None. '••'•' '. i .• .... •.•.•• 60:06:. • .• 06:069 F. STATEMENTS .... . ..... 1. Statement letter of conformance, complying with FBC 51t Lditia$ (201411ft of no • financial interest, dated 03/31/15, issued by PTC Product Desi}-@roup, LL•C, signed • and sealed by Robert J. Amoruso,P.E. •••••• 66:0 •.•••• 2. Laboratory compliance letter for Test Report No. ESP01503SPQ;DE ljxed MuRc4,,.:. dated 11/04/13, issued by Element Materials Technology, Des Moines, IN osigned and sealed by Jason R. Steen,P. E. (Submitted under previous NOA No. 13-0610.03) G. OTHERS 1. Notice of Acceptance No. 13-0610.03, issued to Pella Corporation for their Series "350 HurricaneShield® 4Y2" Vinyl" Clipped Aluminum Mullion - L.M.I.", approved on 04/17/14 and expiring on 04/17/19. Manuel r z,P.E.- Product Control miner NOA No. 15-0413.02 Expiration Date: April 17,2019 Approval Date: October 01,2015 E-1 .. .. . . . .. .. . . . . . . . . . . . PELLA CORPORATION a SERIES 350 41/2" VI : O'�'VM. ULLION SYSTEM - IMPACT �•� • • • dig IN§TAfLNtlbNANCff0aAGE DETAILS e GENERALNOTE8, w � � 11 1. THIS PRODUCT HAS BETESTED,EVALUATED AND DESIGNED TO THE 80t INSTALLATION�T�i • •• ••• •• TABLE OF CONTENTS v EN EDITION FLORIA BUILDING CODE-BUILDING AND RESIDENTIAL VOLUMES 1.PRO SHRt1 BE Ad OL�tGMTEO ARD LOCATED O TO THE DESIGN PRESSURE(S)STATED HEREIN IN ACCORDANCE AMTH THE SHD N 'ANCHOR SHEET REV. SHEET DESCRIPTION L LO HES, FOLLOtlI1NG E,.I.TAS 20144,LARGE MISSILE IMPACT. INCLUtyryp BUT•NO TO §Q�AI. VENEER 1 B GENERAL NOTES AND INSTALLATION NOTES 1° 1.2.TAS 202-94. ANDSIDING, 2 B INSTALLATION ANCHOR SCHEDULE 1.3.TAS 206.94. 2.SEE WSll TAA7(Ot11ANdiORSCNEDULEONSHEETZFOR7YPE 3 B IAUWONEND CLIP-ATTACHMENT{LLUSTRATKMIS G� Z THIS PRODUCT EVALUATION DOCUMENT 18 FOR USE IN THE HIGH AND GRADE OF ANCHOR.ANQIDR MANUFACTURER'S ANCHOR 1O VELOCITY HURRICANE ZONE PAM SPECIFICATIONS.MINIMUM NOMINAL$¢E.MINIMUM EMBEDMENT 4 B WINDOIN TO MULLION-ATTACHMENT ILLUSTRATIONS G WTO SUBSTRATE AND MINIMUM EDGE DISTANCES. ,y 3.ADEQUACY OF THE EXISTING STRUCTURALCONCRETE I MASONRY,2X 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE 6 B APPROVED MULLED WINDOW CONFIGURATIONS AND MULLIONS $ FRAMING AND METAL FRAMING SUBSTRATES AS A MAW WIND FORCE OF ANCHOR TO EDGE OF STRUCTURAL.SUBSTRATE EITHER 31 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION 8 8 BLOCKAND FLANGE FRAME INSTALLATIONS DETAILS fJ Z a APPLIED PRODUCT LOADS TO THE FOUNDATION 18 THE RESPONSIBILITY PRODUCT. 7 g FIN FRAME INSTALLATIONS DETAILS acj Z OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCFffECT 22 SEE BMW 2 FOR ILLUSTRATION OF ANCHOR EDGE ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF DISTANCE AND SPACING, FIN FRAME INSTALLATIONS DETAILS(CONTINUED) Z F INSTALLATION. 2.3. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION 8 B MULLION TO MULLION INSTALLATION DETAILS INTO MANWNDFORCE RESISTING SYSTEM SUBSTRATE QQ d 4.1X AND 2X BUCKS MIEN USED)SHALL BE DESIGNED AND ANCHORED TO 9 AND W B MULLION CAPACITYLOAD-UTABLES-INSTRUCTIONS CED M C LION C PROPS%Y TRANSFER ALL LOADS TO THE STRUCNRL BUCK DESIGN AND 3•��3,8 AND 7 FOR SPL ANCHOR INSTALLATION BLOCK AND FLANGE FRAME-UWREINFORCED MULLION LOAD Z 5 — INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL DETAILS. 11 TO 18 B CAPACITY TABLES 1A THROUGH 42B jo PROFESSI OR REGISTERED RECORD FOR RE T ACTINGPROJECT AS THE DESIGN4.SEE SHEET 8 FOR APPROVED MULLED WINDOW BLOCKAND RANGE FRAME-REINFORCED MULLION LOADPROFESSIONAL REGARD FOR THE PROJECT OF INSTALLATION. CANFIGURAnONB. 17 TO 22 B CAPACITY TABLES SA THROUGH 828 6.WHEN INSTALLED IN LOCATIONS W ERE WIDSORNE ORRIS PROTECTION FN FRAME-REINFORCED AND UNREINFORCED MULLION LOAD ' REQUIREMENTS EXIST(INCLUDING THE HIGH VELOCITY HURRICANE ZONE 237028 B CAPACITY TABLES SA THROUGH 1228 (H42).USE OF AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FSO REQUIREMENTS FOR VOWBORNE DEBRIS REGIONS IS NOT REQUIRED 29 B V684369 STRAP NAILS FOR THE PRODUCT(S)HEREIN 30 B V981367/V984968 END ANCHOR NAIL FIN DETAILS 6.SEPARATE PRODUCT EVALUATION DOCUMENTS(PED)FOR EACH GLAZING 31 B V882610 END ANCHOR Off FLANGE DETAILS �� 9 PRODUCT USED IN CONJUWTKN WITH THESE MULLIONS MUST BE SUBMITTED ALONG WITH THIS PRODUCT EVALUATION DOCUMENT. 32 B V!G'M END ANCHOR 4.W BLOCK FRAME DETAILS B E T.THE INSTALLATION DETAILS DESCRIBED IN THIS PRODUCT EVALUATION 33 B V98236711 STRUCTURAL MULLION B REINFORCEMENT DETAILS DOCUMENT ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO 34 B V882388 FIN FRAME END&PUCE DETAILS DEVIATE FROM THE REQUIREMENTS DETAILED IN THIS PRODUCT 38 B VOW B 6W FLANGE FRAME END SPLICE DETAILS RODLICT REVISED EVALUATION DOCUMENT,SITE SPECIFIC DOCUMENTS SHALL BE PREPARED wmpi71nSubli On Fle ib FOR USE WITH THIS DOCUMENT BY A LICENSED PROFESSIONAL ENGINEER 38 B V984418 FLUSH FLANGE FRAME END SPLICE DETAILS ding Cab OR REGISTEREDARCHITECT 8,FOR MULLION DESIGN PRESSURE RATINGS SEE APPROPRIATE LOAD SPAN Deco /mss, RATING TABLES AS LISTED IN THE TABLE OF CONTENTS. 7 9.THE DESIGN PRESSURE RATING OF THE ASSEMBLY SHALL BE THE LESSER OF THE LOAD CAPACITY OF THE MILLION AS DETERMINEO USING THIS RabeRJ.Amauco,P.E. PRODUCT EVALUATION DOCUMENT OR THE CERTIFIED DESIGN PRESSURE Farm P.R.Na 49742 RATING OF THE INDIVIDUAL GLAZING PRODUCTS USED. 10.13OUNDING BOX DIMENSIONS FOR GEOMETRIC TRANSOM SHAPES MUST BE EQUAL TO OR LESS THAN RECTANGULAR TRANSOM DIMENSIONS SHONM ��`��MEB I)I0, HEREIN. ,t4.Q,`'�GEfY3'�po r, • 0 0; V � 11.MATEWALS,PICLUDNGBUT I�TLIMITEDTOSTEEL SCREWBTHAT COME :Q�: No 49782 •J'O4 INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE . !, REQUIREMENTS OF THE 6th.EDITION FLORIA BUILDING CODE-BUILDING �L• AND RESIDENTIAL VOLUMES. 12 APPROVED TWIN UNITS OR APPROVED SINGLE$CAN 13EUSED INMILLION 8 ATE OF`.mow: CONFIGURATIONS. �CAL® LL��CONFIGURA71ONS AN 13ECOMS NTO MILMULTIPLE UNITS +��p�l . R Gdp�jj��,• TOGETHER �oy�S;pNA`¢ �A� INSTALLATION ANCHOR SCHEDULE a INSTALLATION MANUFACTURERAND/OR MIN. MIN.EDGE MIN. r CAPACITIES BASED ON TYPE SUBSTRATE HEAD TYPE SIZE SPECIFtCATNON IDISTANCE(IN) SPACING(IN) EMBEDMENT E CONCRETE FIAT OR PAN 3/16" 17W TAPCONS(3) 13/4" 11/8" 3" MIN.2500 PSI CONCRETE W R HEAD ELCO CRETE-FLEX SS4 2" 2" 2.28" MIN.2500 PSI CONCRETE 0 MASONRY FIAT OR PAN ITW TAPCONS(3) i" 2" 3" STRENGTH CONFORMANCE TO FMS 3/16" ELCO CRETE-FLEX S54 11/4" 2" 2.28" (BLOCK/CMU) HEAD ASTM C-90,MEDIUM WEIGHT HILTI KWIK-CON II 1" 11/2" 3" WOOD WITH A MI NIMUM WOOD (1) LAT OR PAN NO, ANSI 818,6.1(WOODSCREW)(2) 1-1/2" 3/4" 3/4" tj 41/2°BL HEAD Ea GRAVITY OF 0.55 d ^ R OR 41/2" FLAT OR PAN ALUMI NUM 6063-T5 FLANGE FRAME 1/8"THK.ALUMINUM HEAD NO.10 ASME B18.6.4(TAPPING SCREW)(2) FULLY 9 ALUMINUM OR BETTER a 1/8°THK.STEEL FLAT HORDP'4N NO.10 ASME 818.6,4(TAPPING SCREW)(2) PENETRATE ASTM 9/32° 9/16" A-36 STEEL 36 KSI YIELD SUBSTRATE STRENGTH STEEL OR BETTER z () " WITH 3 THREADS a m 20 GAUGE OA346 PROTRUDING ASTM MIN.THK. STEEL FLAT OR PAN NO.10 ASME 618.6.4(TAPPING SCREW)(2) INTERNALLY 9/32" 9/16" A 653 STEEL,33 KSI YIELD INCLUDING STEEL HEAD STRENGTH STEEL OR BETTER ANSI 1318.6.1(WOOD SCREW)(2) o OOD WITH A MINIMUM �� WOOD (1) HEAD NO.10 ASME 818.6.4(TAPPING SCREW)( 1-1/2" 3/4° 3/4" PEGFlC GRAVITY OF 0S5(I } �' K.ALUMINUM PAN HEAD NO.to ASME 838.6.4(TAPPING SCREW)(2) 9/32" 9/16" U 6063-TS FULLY ALALUMMINUMINUM OR BETTER 41/2"NAILING PENETRATE ASTM A-36 STEEL,36 KSI YIELD 2 � FIN FRAME 1/8"THK.STEEL PAN HEAD NO.10 ASME 818.6.4(TAPPING SCREW)(2) SUBSTRATE 9/32" 9/16" STRENGTH STEEL OR BETTERS 20 GAUGE(0.0346" WITH 3 THREADS g PROTRUDING ASTM A-653 STEEL,33 KSI YIELD MIN STEEL PAN HEAD NO.10 ASME 818.6.49/16-SCREW)(2) INTERNALLY 9/32" 9/16" rRODUCTaBi'� INCLUDDININ G STEEL STRENGTH STEEL OR BETTER auhweP[od49 STUDS Acapmnca a NOTES: 9 1)FOR WOOD AND TAPPING SCREWS IF SPUTTING IS A CONCERN,DRILL7/64°PILOT HOLE FOR FLANGE/BLOCK FRAME INSTALLATION OR 3/32°PILOT HOLE FOR NAILING FIN INSTALLATION. �41am Dab Pma"h c 2)WOOD AND TAPPI NG SCREWS WILLHAVE GRADE 2 EQUIVALENT STRENGTH(FTU-74 KSI AND FTY-55 KSI). RObeMJ.MgnW,RE 3 WHEN I7W TAPCONS ARE USED FOR CONCREWMASONRY INSTAIAAtIb EY$H E E EADFORM TECHNOLOGY TYPE. rianae P E Na 4a762 • • • • • •• • �qu1UUII ••• • • • • •• • �� I4 EXTERIOR • . • • • • • • EDGE DISTANCES(ED)WILL BE MEASURED FROM ��Q.��pMES q�!rooi EDGE SPC ATTACHMENT'SUBSTRATE CENTERLINE OF ANCHOR TO EDGE OF .A�,��:'.�%GETYSF�� DISTANCE CLIP ION (WOOD,R ALUMITEIMASONRY, STRUCTURAL SUBSTRATE(EXCLUDING WALL No 487 .0 STEEL OR ALUMINUM) FINISHES)EITHER TO THE INTERIOR OR •: • EXTERIOR OF THE FENESTRATION PRODUCT. " "STATE S`PAG' ♦ ♦ e •S C i i • • ♦• O i • �� 1� ♦ • • LO E • • ♦ ®.S •• • SPACING(SPC)WILL BE MEASURED FROM THE +, 2 pP�?�.• DESCRIPTI®N Eo CLOSEST ADJACENT ANCHORS,CENTERLINE TO 'y�5' .Q....... SPC INTERIOR CENTERLINE OF ANCHOR. 44giOMAV E;04' • • • • • • • • • • •• •• • • • •• •• • . . . . . . . . . . MU it 4 wv�rn CL mef n mem a�a�(�Art�T�m m� mvimnrn�7t�mv�A�— --i-6�17mimr�7nv i�7�m�6 m-im a m� iv�1�5J1w ZO IPd W�5..11elllc-A IItfl�Sii�uvMll O VVu1�70u�+VV 1P 1AAuyl.lule/r1�14J1�JC�LYlNL1NG S'WBay'ulRtsillZ �n a rn t" .'. ' ` 1MhWKr .Atm. GIE MANEa . . . . . . . . . . .. 08 X 11 �gT i i i i 98 X 1/2•PHILLIPS FLAT d o HEAD 304.4.9. ••• •• ••• • HEAD SCREW,9049'3' II z NO X Vr PHILLIPS FLAT TO CONNECT CUPTO 4 p TO CONNECT STRAP TO II p F 0- ��' 9 WINDOW UNR9,18TOTAL t WINDOW UNITS,12 TOTAL Ti U C,a a 9CREW8,304 S.S. 0 8 PER EACH STRAP LEO 1 t MULL END CLIP,FUWQE 8 PER EACH STRAP LE© II II STRAP 'O a w N f TO CONNECT CUP FRAME0 WINDOW UNITS,18 TOTAL e y 1--•.•p • • • ••• O.VR8T.810 PART NO.V884969 OR o 8 PER EACH STRAP LEO ° II • • e• • • • • • p MULL END CLQ+. • ••• . . . e*"'' p N0.10 WO0WrAPPIN9 BLOCK FRAME • • • • « . 3178•Tnq�ZONCRE E II II 1 SCREWS INSTALLED PART No.VBB•1698 ••• • 0 SCREINOOR N0.10 p p THROUGH CLIP INTO m a _- - 1V009f TAPPING 9tYiEW II II SUSTRATE SCREW OR NO.1 .10 E END WOOWAPFINO SCREW E ONTOO END ANCHOR MULL END CLIP.NAIL FIN a PART NO.V984357 m a • _ F-- STRUCTURAL MULLON o I•' STRUCTURAL MULLION N0.%882387 vee' ® 3 NQ%882857C9 MULL END CLIP,NAB.FTN z S d PART NO.V884388 r w N sEN vi m CLU TO lY1I�JILILI N A71'IPA\ � !g 3. Z II ODIC CAMI IIl'll.A GIE ONTO END V z z k 5/8- AND E ND CLP NO.Y882357 MULLIONe ANCHOR STRUCTURAL W 5 a 10 TO BE USED WITH PARTN0. I � CASEMENT AND TO BE USED WITH %882388 lu 08 AWNING WINDOWS CASEMENT AND IL WNING WINDOWS a z BLOCK END CLIP MZ , �e 5/8" AND 2 1/4' •• TO BE USED WITH e e In� 8 FLANGE END CUP ALL OTHER WINDOWS TO BE USED WITHrl *AWNING BE USED WITH LOCK END CUP ALL OTHER WINDOWS CLLII1�''l<0 MULMON A7TACEM �C � SEMENT AND WINDOWS TO BE USED WITH TO BE USED WITH _ CASEMENT AND ALL OTHER WINDOWS TO BE USED WITH AWNING WINDOWS PRODUCT RHYIS6D FlorWo ALL OTHER WINDOWS Boa 0aft�� n? TO BE USED WITH NOTa Act ;�••' ALL OTHER WINDOWS Dm7 MULLION TO BE USED WITH 1. CLIP TO ITORAWINQBABOVE Fl"Q&FRAM MULLION ALL OTHER WINDOWS 91115MTEGENERAL A�ABGEMENTOFMULLION � °Q0 • �mR�7�7l��O�THry END CLIPS,MULLION,MULLION END CLIP SUBSTRATE ANCHORAGE AND MULLION 1@lW//tLN1 U*l101lLLVILW TdWQIQX);W )�{D Robel1 Am .PE. FlmWa PE.No.48752 USE ALTERNATING USE ALTERNATING HOLES 2 SUBSTRATEANCNORNOLEDEFlM77O1YDRAWIN9 11Wgq� HOLES WfrH AUL--WINDOWS o 0 o WITH ALL THESE WINDOWS _ MULTI.HOLEaIPSARE UTIABOVE ILLUSTRATES �dRwSUBSiRATE N��•�t IpMES qo��. e v o o ANCHORAGE .`�R1�;'�;G E NS .oqG�� END s `Rte' No 4875E •�O g ANCHOR 3. SEE9HEET98ANDTFORSPECIRCREQUUMVA TTS I �T* END ANCHOR *� NAIL FIN NAIL FlN RELATED TO INSTALLATION ANCH0RA0E �9; $TATE F MULLION � � ]� aJIS/LUSZ�II1luAlLlPe'ALV�L1Bl®illi fill®I�eIIOi I��®iV •s ` IE)i.QD({.`I};;y MAitT` nM AM M ATTAC NT OF WINDOW FRAME TO MULL FIN,BLOCK AND FLANGE FRAME ATTACHMENT OF WINDOW FRAME TO MULLION 0) ic SERIES 350 WINDOW TO MULLION CROSS-SECTIONS 8 a V MULLION WITH AND WITHOUT(SHOWN)REINFORCEMENT MULLION END CAP W qq / (TYPICAL,BOTH SIDES) a Double Hung eD a rQ F7 0 g 8SW O FLANGE MULLION END CAP z jj Y a a FRAME (TYPICAL,BOTH SIDES) J a �J z o� Fixedg � z qWz vil MULLION END CAP IV!S n `lr 7 (TYPICAL,BOTH SIDES) BLOCK FRAME Casement/Awning g � MULLION END CAP PAODUCTRBVISBD (TYPICAL BOTH SIDES) meomP�b*wftbmoPtorrda Ba Ndo AeeepamwNo Date lay Single Hung Pmdw �.T pn,,��(n�j Robert.LAm .P.E. ® ® ® ® ® so ® ® ® &IN Fi4LiME • • ••• •• FbrNa P.E.Na48762 ••• • • • • • O' (ONES.... 9ij� !'i INSTALLATION NOTES ••• • • • • • i•• ••• ;OSv�Qiir •V......... O E JV jF••0,9G�� 1. ATTACH MULLION CUP TO THE WINDOW UNIT WITHTHENBx%"fLATHEADSCREWSAsSHOWONSHEET3,CLIPTOMUWONATTACHMENTDETAILS. -�• NO 4876$ •SLOG 2. DRILL THROUGH THE CUP INTO THE UNIT TO ALIGN THE HOLE IN THEFRAME(AU CHOR HOLE D%1%ITION ONj gEfr 3,fUP TO MULLION ATTACHMENT DETAILS).000 = I� •'47 3. INSTALL THE WINDOW UNIT IN THE OPENING.OPEN CLEARANCE HDLECTH&(WDH THE F&E WVJE THE PRtDRIL�ED ANCHOR HOLES WERE PREVIOUSLY PLACED AND DRIVE THE CLP ANCHORS INTO �0"STATE SUPPORTING SUBSTRATE USING ANCHORS MATCHING THOSE SHOWN iN TME AiICHOR SWEDUYE ON SHEET 2• •• �o ( P.•�� 00 4. WINDOW DOES NOT REQUIRE WINDOW TO MULLION ANCHORS DULffO N;LWON'S KEYED PROFILE TRANSIFERING LOl1DI1NG FROM WINDOW TO MULLION.END CAPS PROVIDE LOAD TRANSFER INTENSION ''•,s�oniii �;;�•° DUE TO WINDOW/MU WON BENDING. • • • • • • • • • • •• •• • • • •• •• • .. .. . . . .. .. . . . . . . . . . . . • • . • • • • • APPROVED MULLED WINDOW CONFIGURATIONS N d co 00 MAX.COMBINED MA) ' • '; : : • •i i• HORIZONTAL DIMENSION W1�—W2 IME�IS�M'• ' ' MULLION MULLION s 1--i . W2 s—•. •• 000 • �— SPAN MAX. r I`—SPAN MAX-1 J NG w oo w GLAZING W PRODGLAZIUCT a w z i f z iMUL F�/ GF 'LQZII�G ' •'C, m O at" PRODUCT Q m z a 7°v Z z� z� O PRO.D.I0 0 : •pug ZOO a 70. �0 0 • • • • • �z OON } m < O �O •• • • i • • •• w NUZ C9U UUwz z� VERTICAL t9 a c9 a 0 0 GLAZING 0gO O MULLIONPRODUCT x p I 0 a g0 a SPAN MAX. o IonHORIZONTAL MULLION W1-- W2_2-WAY VERTICAL 3-WAY VERTICAL CONFIGURATION VERTICAL MULL zMULLION CONFIGURATION L ON MAX.COMBINED =)o DIMENSION o APPROVED WINDOWS 3-WAY MULLION CONFIGURATION HE E PELLA SERIES 350 HURRICANE SHIELD 41/2"VINYL WHITE PVC WINDOWS APPROVED FOR (HORIZONTAL MULLION IS z a USE WITH THIS MULLION SYSTEM INCLUDE THE FOLLOWING CURRENTLY APPROVED BY CONTINUOUS-VERTICAL MULLION 891 MIAMI-DADE NOA. FRAMES INTO HORIZONTAL MULLION S S uJ AND IS UNCLIPPED,CLIPS USED ATi 1. SERIES 350 HURRICANE SHIELD 4-1/2"VINYL WHITE PVC SINGLE HUNG WINDOWS-L.M.I HORIZONT SUBSTRATE ENDS.) .}w �� 2. SERIES 350 HURRICANE SHIELD 4-1/Z°VINYL WHITE PVC DOUBLE HUNG WINDOWS-L.M.I MULLION 5t� 1 3 .SERIES 350 HURRICANE SHIELD 4112°VINYL WHITE PVC AWNING WINDOWS-L.M.I �—SPAN MAX. 4. SERIES 350 HURRICANE SHIELD 4-1/2"VINYL WHITE PVC CASEMENT WINDOWS-L.M.I APPROVED STRUCTURAL o z o g MULLIONS D° 0 a a Z _ RTICAL �o CT�'IND xit6 iho Flmid• 0.900 0.900 o g MULLION ROdbn�Fo Crb 7z NUW z z� Dm m q 0 0 c)CL �a RobertJ.Ammu=P.E 4.300 4.300 FWS P.E Ra 40M gSWES Nnrrnryq VERTICAL MULL ��°`�i�Q,�• GENS M�9��i C.COMBINE �' �' F•'•G�• �t No 48752 �0 A* V982357 MULLION V982357 MULLION W/O 4-WAY MULLION CONFIGURATION :9 t STATE OF �.'W`' WIREINFORCEMENT REINFORCEMENT (VERTICAL AND HORIZONTALMULLION IS �d,�•••p Q :��: t. MATERIAL:6063-T6 MATERIAL:6063-T6 FRAME INT01SCO4 WAYrTINUOUS UNCLI PED,AND ,,�'SS�olypi.ti CLIPS USED AT SUBSTRATE ENDS.) EMBEDMENT, SEE INSTALLATION a 2X WOOD FRAME SUBSTRATE BY ANCHOR SCHEDULE ON SHEET 2. 0,900 OTHERS.SEE INSTALLATIONrn S ANCHOR SCHEDULE ON SHEET 2. (6)#10 WOOD/TAPPING V982510 AND V982535 MULLION C4. 0 SCREWS.SEE END CLIP INSTALLATION ANCHOR FiEDULE ON SHEET 2. BLOCK AND FLANGE FRAME W o 4.300 SUBSTRATE ANCHOR oo V982510 END CLIP HOLE DEFINITION ON INSTALLATIONS o a w SHEET 3. V982357 W w 1 I MULUON a o= w v V982357 MULLION K W/REINFORCEMENT �� MULLION W/O I {4)CONCRETE SCREWS.SEE MATERIAL'6063-TB INSTALLATION ANCHOR rp REINFORCEMENT SCHEDULE ON SHEET 2. MATERIAL:6083-TO SUBSTRATE ANCHOR HOLE V982357 I DEFINITION ON SHEET 3. MULL END CLIP, MULLION a rNO23 PAa o v9az5ioMULL CLIP ATTACHMENT INSTTABANION Ars HeoR V982510 SHOWN-V982535 SIMILAR CHEOULE ON SHEET 1. pILWOOD FRAME SUBSTRATE ; boz SPLICE,SNAP FIT 2 BY BUCK OR STUD 1 BY BUCKING °TO END ANCHOR FRONT VIEW BY OTHERS RY SUBSTRATE Z O RT NO.V1618 gY OTHERONCRETE]S 3EENNSTAILATION /8'FLANGE FRAME V982357 v962510 MULL CLIP ATTACIIMENT FwANCHOR SCHEDULE ON SHEET 2.T NO.-SEEVOW16(NOT MULLION FND CUP V982510 SHOWN-V982535 SIMILAR z HERE-SEE SHEET 38)FOR FLUSH FLANGE CONCRETE/MASONRY SUBSTRATE 5 mME INSTALLATION) V982510 THROUGH 1 BY BUCK pgEND FRONT VIEW U 3Zf i lL / (4)CONCRETE SCREWS.SEE Lu Wr a ro #151 INSTALLATION ANCHOR SCHEDULE ON a. SHEET 2.SUBSTRATE ANCHOR HOLE4.DEFINITION ON SHEET 3. N p M EMBEDMENT, SEE MULLION END CLIP NO.V982510 INSTALLATION ANCHOR MATERIAL:30D SERIES STAINLESS STEEL a •,s• SCHEDULE ON SHEET 1. ro gFOR CONCRETEIMASONRY SUBSTRATE ANCHORING.WOOD SUBSTRATE ANCHOWNG. ,_° d v (6)#10 SELF TAPPING MULLION TO STEEUALUMINUM SUBSTRATE ANCHORING. CONCRETE/MASONRY INSTALLATION ANCHOR.SEE MULL CLIP ATTACHMENT SUBSTRATE.SEE INSTALLATION ANCHOR Mlril END CLIP, INSTALLATION ANCHOR SCHEDULE ON SHEET 2. V982510 SHOWN-V982535 SIMILAR BLOCK FRAME SCHEDULE ON SHEET 2. EMBEDMENT. SEE PRODUCT REVISED Q - PART NO.V882535 CONCRETEFRONT ESUBSTRATE INSTALLATION ANCHORgo swim lbo MO�� ANCHOR NOTES SCHEDULE ON Aaeptm m 1Q2 ® e METAL SUBSTRATE BY OTHERS. SHEET 2. 9 V982535 AND V982510 MULL END CLIP: SEE NOTE THIS SHEET. 1. USE(1)ONE MULL CLIP INSERTED INTO EACH END OF THE MULLION,SEE DETAIL ON THIS SHEET.SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR ADDITIONAL REQUIREMENTS.SUBSTRATE ANCHOR HOLE DEFINITION ON SHEET 3 FOR INSTALLATION LL Pobwt J.Am .P.E HOLE USAGE BASED ON WMIDGW TYPE. • • ••• •• Florida PL.No.as7� 2. FOR MULL CLIP ATTAr,&E$T.'Ip V1)0:Fog SIPTRATE;,*USE(3)THREE NO.10 ,,,TTIIINb!!p!!o STRUCTURAL WOOD/TAPPING SCREWS AiT E4CHCU8 LE6 VViTHGUFFICiENT LENGTH TO ACHIEVE A 1-1/2- V982510 �� JAMES........ MULION GEAABEDMF.NT INTO FRRl191NQ-SDE DE9AIL O1H+PHIS SI�ET. •• END CUP oQO�bQ:v�GE NSF•.9G� 'V982357 O 3. FOR MULL CUPS INTO CONCRETE/MASONRY INSTALLATION USE(2)TWO 3/16-CONCRETE I �,' No 48752 O SCREWS AT EACH CUP LEG WITH SUFFICIENT LENGTH TO ACHIEVE THE REQUIRED e*_��' `� 1 • MINIMUM EMBEDMENT INTO CONCRL"/MASONRY SOM'FRATl3SHOWN IN THE INSTALLATION/SNC jO%VDEDULE(14 SHEET:.SEE D4AILS:)N:HIS SHEET. VM357 .p: .STATE OF ,k�l MULLION END CLIP NO.V982535 • • • • • • • • • • •• MULLION ��O•. �fL. MATERIAL:300 SERIES STARLESS STEEL 4. FOR MULL END CLIWATFACHMENTS®MIN. /8' -36 STEIL,MIY.20 GAUGE A-653 STEF1 MULL CLIP ATTACHMENT FOR CONCRERSUBSTRATENCHORING. PPIS � ) V � S.,I��O FAI`WOODSBSACHONGTAPPING SCREWS AT EACH CLIP LEG V SUFFICIENT TO ACHIEVE 3-THREAD ALUMINUM/STEEL SUBSTRATE AND THREE NO.10 SELF 10 SHOWN-V982535 SIMILARMULLION TO STEEUALUMINUM SUBSTRATE ANCHORING. PITCH LENGTH INTO METAL FRAMING.SEE DETAIL ON THIS SHEET. ATTACHMENT • • • • • • • • • • •• •• • • • •• •• • .. .. . . . .. .. . . . . . . . . . . . I—tO.9OO 0.900 EMBEDMENT, SEE INSTALLATION V984356/V984357 MULLION END CLIP • • • • ANC" SQ-JRULE ON SHEET 2. �' S .. .. FIN FRAME INSTALLATIONS • • ••• • • SEE SHEET 8 FOR ADDITIONAL FIN U4.100 4.300 00* • •• •• FRAME INSTALLATION *k b W �o a6 OU f •• • • 0 4y�j �O V982357 MULLION V982357 MULLION W/O •• i • • • : : :• • EMBEDMENT, SEE INSTALLATION 0 U W/REINFORCEMENT REINFORCEMENT • • • • •• • 2X WOOD FRAME ANCHOR SCHEDULE ON SHEET 2. MATERIAL.6063-T6 MATERIAL:6063-176 • • I� • • •l• • I • SUBSTRATE BY OTHERS. m Q •• • • • C • ••• • SEE INSTALLATION V984358N9843S/ J ANCHOR SCHEDULE ON V884356N884357 SHEET 2. STRAP END CLIP — END CLIP ¢ m PART NO. V982357 • u� V984359 V982357 V964357 MULLION MULLION END CUP 9 a MULL END CLIP, a g NAIL FIN ART NO. -� 2X METAL SUBSTRATE BY OTHERS. z f O V984357 ® ® ® SEE INSTALLATION ANCHOR O F W vl tMU��El' SCHEDULE ON SHEET 2. zD CUP. V084350 FIN END CUP zEND SPLICE, T NO.6 ��IP v`J��_ jell SNAP FIT (4)SHOWN,(5)OR(6)#10 I `�a N z11 ONTO END WOODITAPPING SCREWS.SEE Q Q / 51 :. ANCHOR. SHEETS 21 THROUGH 26 FOR I 6 0 ® 9 0 0 ® �L � PART NO. ANCHOR QUANTITY BASED ON ® ® ® 9 ® z V982365 MULL CONFIGURATION.SEE ® ® ® ;g- IL INSTALLATION ANCHOR — STRUCTURAL SCHEDULE ON SHEET 2. ygg23g7 MUWON SUBSTRATE ANCHOR HOLE MULLION V984ENDC P v'i'i �� PART NO. DEFINITION ON SHEET 3, MULL CLIP ATTACHMENT II e � V982 N II V984356/V984357 (4)SHOWN#10 SELF TAPPING SCREWS WOOD FRAME SUBSTRATE -QUANTITY VARIES.SEE SHEETS 21 MULLION END CUP NO.V984358N984357 2 BY BUCK OR STUD THROUGH 28 FOR ANCHOR QUANTITY MATERIAL:300 SERIES STAINLESS STEEL FRONT VIEW BASED ON MULL CONFIGURATION. UCrAsVI8kp FOR WOOD AND METAL SEE INSTALLATION ANCHOR SCHEDULE caawlyftwow Karfda SUBSTRATE ANCHORING. ON SHEET 2.SUBSTRATE ANCHOR HOLE Bdlding 0044 DEFINITION ON SHEET 3. Vg82357 No ANCHOR NOTES MULLION D= lwf V984356N984357 MULL END CLIP: MULL CLIP ATTACHMENT By Pmdst V992356 1. USE(1)ONE OF EACH MULL CUP NO.VOM356 AND V984367 INSERTED INTO EACH END OF THE MULLION.SEE DETAIL ON THIS SHEET. ALUMINUM/STEEL SUBSTRATE Robed J.Artmruso,P.E. SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR ADDITIONAL REQUIREMENTS.SUBSTRATE ANCHOR HOLE DEFINITION ON FRONT VIEW Flmtda P E.No.49762 SHEET 3 FOR INSTALLATION HOLE USAGE. ppttttup� 2. FOR MULL CLIP ATTACHMENT TO WOOD FRAME SUBSTRATES,USE(4)FOUR,(5)FIVE OR(6)SIX NO.10 WOOD/TAPPING SCREWS AT ,,,g��IpMES EACH CLIP LEG WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/2'EMBEDMENT INTO FRAMING BASED ON MULL CONFIGURATION.SEE �0 AL.•.,pElVS'•.,� SHEETS 21 THROUGH 28 FOR ANCHOR QUANTITY BASED ON MULL CONFIGURATION AND REINFORCEMENT.SEE DETAIL ON THIS SHEET. .'p�� 7pWo ANCHORS SHALL BE DIVIDED BETWEEN W AND RH CUPS. . 3. FOR MULL END CLIP ATTACHMENT TO MIN.1 W A-36 STEEL,MIN.20 GAUGE A-653 STEEL STUD AND MIN.1l8'6063-175 ALUMINUM FRAME 1 t �(y SUBSTRATES,USE NO.10 SELF TAPPING SCREWS AT EACH CUP LEG WITH SUFFICIENT LENGTH TO ACHIEVE 3-THREAD PITCH LENGTH INTO METAL FRAMING IN QUANTITIES AS SHOWN ON SEE SHEETS 21 THROUGH 26 BASED ON MULL CONFIGURATION AND REINFORCEMENT.SEE DETAIL ON THIS SHEET.ANCHORS SHALL BE DIVIDED BETWEEN LH AND RH CLIPS. ��eO�lcs�l f7 R 1QQ'6��5 3-WAY AND 4-WAY V982356 MULLION END CLIP MULLION ASSEMBLIES a FIN FRAME INSTALLATIONS ISOMETRIC VIEW r STRAP PELLA TAPE NO.MS850H v w PART NO. F i SEE SHEET 7 FOR ADDITIONAL FIN V984359 U o a FRAME INSTALLATIONr ` rr•r CLIP, , FIN MNULLION aw oE' D MULL END CLP, ECAP O PART NO. (L T NAIL FIN U END SPLICE, V984358 MULLION 5� PART NO. SNAP FITo MULLICON END CAP PENO,MSBWH V984357 ONTO END END m a ANCHOR PELLA TAPE A MULLION END CAP PART NO. NO.M8850H G to J V982385 (TYPICAL,BOTH SIDES) M m WT`' O ANDEXTET RIOR)IOR Z a m STRUCTURAL OR a MULLION PELLA TAPE NO.MS850H DETAIL A =g NO.V9822357 z F FW��z SEALANTtINTERIOR O gO AND EXTERIOR) �d zz J MULLON U N Ed PELLA TAPE NO.MS850H END�AP I o a, F? ,L %z0 68 6 B PELLA TAPE NO.MS850H yLL g z MUW ON END CAP PRODUCTPJWU D DETAIL B m �e�,dwFwrw, BmIdWgCode D By MI PmdM r Rdmd I Ammno.P.E. •♦ • • • • • ••• •• NNW.P.E.Na 48752 • • • • • • • • • PELLA TAPE NO.MS8WH 1p111!/II+1 ° • • s • • •• • • j •• :•: : : : : :• •• 3-WAY AND 4-WAY MULLION ASSEMBLY NOTES•FIANOE,BLOCK AND FIN FRAME: ,,,'�L�aMES��w 11Q •• • • • •• ••• •• 1. 3-WAY MULLION ASSEMBLY ,,�N Vr G E NSF��9r, ° 1.1. VERTICAL MULLION FRAMES INTO HORIZONTAL MULLION. Q: No 42762 O L 12. VERTICAL MULLION IS NOT CLIPPED TO HORIZONTAL MULLION.SEE SHEET 3 FOR MULLION G*�`� �I� END CONNECTIONS. • • • • be• • • • 1.3. SEALANT USED BETWEEN VERTICAL AND HORIZONTAL MULLION AND WINDOW UNIT. =.-atS Q STAT O •••••• • ••• • •• • • • 1.4. PELLA TAPE NO.MSB50H USED AT ENDS OF VERTICAL AND HORIZONTAL MULLION. • • • • • • • • • • •• 2. 4-WAY MULLION ASSEMBLY �e�'n'•�� OP:�`��,� • ••• • •• ••• •• ••• 21 HORIZONTAL AND VERTICAL THEIR IINSEC ONS.SEES SHEET 3 FOR UNS ARE DISCONTINUOUS AND ARE OT CLIPPED AT MULLION END CONNECTIONS •• 2.2. SEALANT USED BETWEEN VERTICAL AND HORIZONTAL MULLION AND WINDOW UNIT. 2.3. PELLA TAPE NO.MS850H USED AT ENDS OF VERTICAL AND HORIZONTAL MULLION. • • • • • • • • • • •• •• • 06 • •• •• • .. .. . . . .. .. . . . . . . . . . . . MULLION CAPACITY LOAD TABLES - INSTRUCTIONS a INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLES OQ StECM: • • • • • 1. DETERMINE THE WIND LOAD REQUIREMENT(D.P.PSF)fOR Tf1E'PARTICULAR OPENING! • • 2. FOR THE PARTICULAR OPENING,DETERMINE THE TRIG TXRY TH A&MWOON SWIM.fttRNCE THE SKETCHES ON THE INDIVIDUAL SHEETS FOR MULLION SPAN AND * g m TRIBUTARY WIDTH DETERMINATION. U Fo a w 3. IN THE FIRST COLUMN IN THE TABLE,LOCATE MULLION SPAN.IN FIRST ROW OF THE TABLE,LOCATE THE TRIBUTARY WIDTH.AT THE INTERSECTION OF THE ROW w o$ n CONTAINING THE TRIBUTARY WIDTH,READ THE MULLION LQADaWINC,GIV"IN P$F..THF,4MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD a g REQUIREMENT DEFINED IN STEP 1 ABOVE. •• • • •• a € MULLION CONFIGURATIONS VS.LOAD CAPACITY TABLES ARE DEIiIN OCD••BEL01•P1•:• 1. BASED ON ONE OR FOUR POSSIBILE CONFIGURATIONS BftbW,bSE THE CMF*-SPCIEDmt TABLES TO DETERMINE THE MULLION LOAD CAPACITY AS EXPLAINED ABOVE. 2. CONFIGURATIONS COVERED ARE: 2.1. 1"VERTICAL UNREINFORCED&REINFO MULLION MULTI-WIDE CONFIGURATION a v 2.2. 1"HORIZONTAL UNREINFORC INFORCED MUL N A MULTI-HIGH CONFIGURATION z 2.3. 1"VERTICAL UNREINFOR &REINFORCED MULLION INA SOM OVER A MULTI-WIDE CONFIGURATION O a m 2.4. 1"VERTICAL UNREINF CED&REINFORCED MULLION IN A 4- MULTI-WIDE,MULTI-HIGH CONFIGURATION �z 1"VERTICAL UNREINFORCED&REINFORCED IN A MULLION MULTI WIDE CONFIGURATION F GLAZING GLAZING GLAZING GLAZINIG GLAZING BLOCK(CLIP V982535)AND FLANGE(CLIP V982610)FRAME INSTALLATIONz PRODUCT PRODUCT PRODUCT PRODUCT PRODUCT 1. UNREINFORCED MULLION 9 z OF F 1 1. TABLE 1A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 11 v O �4 1. TABLE 1B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 11 o a _ �� 2. EINFORCED MULLION �' 151 2.1. TABLE 5A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 17 22. TABLE 58 FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 17 FIN LIP V984356/V984357 FRAME INSTALLATION - 3. NREINFORCED AND REINFORCED MULLION 2-WAY VERTICAL 3-WAY VERTICAL 3 TABLE 9A UNREINFORCED AND REINFORCED MULLION-SHEET 23 j# MULLION CONFIGURATION MULLION CONFIGURATION 2. TABLE 9B REINFORCED AND REINFORCED MULLION-SHEET 23 E i< RODUCf REVIS® 1"HORIZONTAL UNR &REINFORCED MULLION IN A MULTI-HIGH CONFIGURATION �dh%Ca&°�°�oi1� GLAZING °Ot�O PRODUCT BLOCK(CLIP V982535)AND FLANGE(CLIP V982510)FRAME INSTALLATION MULLION CONFIGURATIONS VS.LOAD two 1 1. UNREINFORCED MULLION CAPACITY TABLES ANCHORAGE 1.1. TABLE 2A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 12 REQUIREMENTS: "`� 1.2. TABLE 2B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 12 1. EACH LOAD CAPACITY TABLE SHEET Pobwc.L Aaon=RE GLAZING 2. REINFORCED MULLION HAS A CORRESPONDING ANCHOR FbWa P.E.N0.49752 PRODUCT 2.1. TABLE 6A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 18 QUAN7777ES(PER END CLIP)TABLE. {tll{1111 2.2. TABLE 6B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 18 2. USE THIS TABLE TO INSTALL THE �0{�AMES qNO,�� FIN(CLIP V984356N984357)FRAME INSTALLATION_ REQUISTE NUMBER OF ANCHORS TO ��.•`�E jys: � HORIZONTAL MULLION 3. UNREINFORCED AND REINFORCED MULLION ACHIEVE THE LOAD CAPACITY. �O0'• No a8�82•.6"1.10, 00 CONFIGURATION 3.1. TABLE 10A UNREINFORCED AND REINFORCED MULLION-SHEET 24 3. ANCHOR INSTALLATION IS SHOWN ON S 3.2. TABLE 10B REINFORCED AND REINFORCED MULLION-SHEET 24 SHEET 5 AND 6. =*' W 4. SEE SHEET 3 FOR ADDITIONAL ��',WWWWSTATE INFORMATION RELATED TO 5. SEE SHEET FOR ANCHOR SCHEDULE. MULLION CAPACITY LOAD TABLES - INSTRUCTIONS SEE SHEET 9 FOR ADDITIONAL INSTRUCTIONS 3 1"VERTICAL 1 HORIZONTAL UNREINFORCED&REINFORCED MULLION IN A TRANSOM OVER A MULTI-WIDE CONFIGURATION ►- o z • U �o aw BLOCK(CLIP V982535)AND FLANGE(CLIP V982510)FRAME INSTALLATION 0 a w r5n o GLAZING PRODUCT 1. UNREINFORCED VERTICAL MULLION o- a° W V 1.1. TABLE 3.1A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 13 1.2. TABLE 3.1 B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET13 m a 2. REINFORCED VERTICAL MULLION GLAZING GLAZING 2.1. TABLE 7.1A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 19 PRODUCT PRODUCT 22. TABLE 7.16 FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 19 ¢ M 3. UNREINFORCED HORIZIONTAL MULLION �$ o 3.1. TABLE 3.2A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 14 VIE 3.2. TABLE 3.2B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 14 or 3 WAY MULLION 4. REINFORCED HORIZIONTAL MULLION or a 4. 1. TABLE 7.2A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 20 CONFIGURATION z 2� 4.2. TABLE 72B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 20 0 w a 3 z g F m FIN(CLIP V98435SIV984357)FRAME INSTALLATION uV N 8y E d 5. UNREINFORCED AND REINFORCED VERTICAL MULLION o N 2 w 5.1. TABLE 11.1A UNREINFORCED MULLION FOR ALL SUBSTRATES-SHEET 25 10 Z, 1 1% 5.2. TABLE 11.1 B REINFORCED MULLION FOR ALL SUBSTRATES-SHEET 25 s z 6. UNREINFORCED AND REINFORCED HORIZONTAL MULLION 6.1. TABLE 11.2A UNREINFORCED MULLION FOR ALL SUBSTRATES-SHEET 26 6.2. TABLE 11.28 REINFORCED MULLION FOR ALL SUBSTRATES-SHEET 26 ill V y 1"VERTICAL/HORIZONTAL UNREINFORCED&REINFORCED MULLION IN A 4-WAY MULTI-WIDE,MULTI-HIGH CONFIGURATION 10 GLAZING GLAZING BLOCK(CLIP V982535)AND FLANGE(CLIP V982510)FRAME INSTALLATION gd PRODUCT PRODUCT 1. UNREINFORCED VERTICAL MULLION $ 1.1. TABLE 4AA FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 15 1.2. TABLE 4.1 B FOR CONCRETE SCREWS 1N MASONRY(CMU BLOCK)SUBSTRATE-SHEET 15 RODUcrREVISED 2. REINFORCED VERTICAL MULLION ffiya a•tn°`id° GLAZING GLAZWo 2.1. TABLE 8.1A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 21 . PRODUCT PRODUCT 2.2. TABLE 8.113 FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 21 3. UNREINFORCED HORIZIONTAL MULLION By 3.1. TABLE 4.2A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 16 � O 3.2. TABLE 4.2B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 16 4. REINFORCED HORIZIONTAL MULLION RcWJ.A�,P.E' Flmide P.E.No.08T62 4-WAY MULLION CONFIGURATION 4.1. TABLE 8.2AVbp 1t08D StEtEtfSdU C!OPIC%ETE SCREWS IN CONCRETE SUBSTRATE-SHEET 22 4.2. TABLE 8.2B FOR(RIICF"SrRkVVJN MASl3NRY(CMU BLOCK)SUBSTRATE-SHEET 22 ,p�` Sp.MES w* FIN(CLIP V9843561VW4357 FRAME INSWAt•LAY'ION • �<rQ',��OEAt i�q��i�� 5. UNREINFORCED D E FO CE R I MCICLION .e C 5.1. TABLE 12.1A UNREINFORCED MULLION FOR ALL SUBSTRATES-SHEET 27 :�• No 487b2 0 5.2. TABLE 12.1B REINFORCED MULLION FOR ALL SUBSTRATES-SHEET 27 0*� p�rl6j)?�('� ••* 6. UNREINFORgL%AND DEINFGDCED Fii)RIZOT4AL k4b4LION Ai. STATE OF :�+ 6.1. TABLE 11I.2A UNREINFORCED WALION FOR FILLCUBSTRATES-SHEET 28 '1i�0*.. - �/ 6.2. TABLE 1:.20 Rt.II�ORtCF.0 MLC.LC)N•FQ&LLjtBSTRATES-SHEET 28 •.F -� O A 1 • • • • • • • • • • • .. .. . . . .. .. . . . . . . . . . . . 0 0 0 V VERTICAL UNREINFORCED MULLION BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION MULTI-WIDE CONFIGURATION 000 • • N ABLF -w0 B. CON•TESL• /•CONFREIE NDALLON TABLE 20-CONOWYESaIEWAIMNSONRY(CMU BLOM W1--t--W2--1 • • • WIIC*SPAN-Y*uminum8tl:mdn8.4l % IvERTICALSPAN-1"AluminumRdnft0vE;Mull) v Wm a � LL � u, LOAD WIDTH=W1+W2 MU WAD • LL• LOAD ••• Atuu LOAD MOLL LOAD MULL IDAD MULL LOAn 1- 2 SPAN WIDTH DPO'SF) SPAN WIDTH �1PSF) SPAN WIDTH oe(Pgl SPAN WIDTH DP(PSH SPAN WIDTH DP(PSF) SPAN WIDTH OP(PSFI 1,7 od aw GLAZING GLAZING I4 75.0 24 75.1) 24 75.0 24 75.0 24 75.0 24 75.0 W PRODUCT PRODUCT 0 40 .0 • 75.0 O 30 75.0 30 75.0 30 75.0 30 64.0 0 8 98 Z 36 �.0• • • 0360 75.00 36 75.0 35 75.0 36 75.0 36 SSA O. IL C1 .0 42 75.0 42 7L3 42 75.0 42 75.0 42 49.4 24 418 KO* .6D• 0480 75.0 0 95 48 MA 24 48 75.0 60 48 75.0 96 48 45.0 m 6 53. 0 • 56 •71� 54 60.3 S6 no 54 75.0 54 41-7 L 60 75.0 60 75.0 60 56.7 60 no 60 nO 60 39.3 6G 75.0 66 75.11 66 54.0 66 75.0 66 no 66 37.4 rz 7500 n 75.0 rz 5200 n 75.0 n 7So a W1 W2 24 75.0 24 75.0 24 75.0 24 75.0 24 7S0 24 720 W i O FGLAZING 30 75.0 30 75.0 75.0 30 75.0 75.0 30 59.6 �m�m sl a 36 7500 36 75.0 36 74.3 36 75.0 36 75.0 36 51.4 C Q S3¢ 41 7500 42 7500 42 65.6 42 75.0 42 75.0 42 45.7 F; z PRODUCT PRODUCT PRODUCT 30 48 75.0 66 48 75.0 102 48 5&6 30 48 710 55 48 75.0 102 48 415 j O 54 no 54 75.0 54 514 54 751. 71.0 0 54 73.8 _54 3R.4 ES w 75.0 60 710 6o 49.4 60 7:0 60 360 ,„ �66 75.0 66 75.0 66 46.4 66 n4 66 34.2 zn 75.0 n 75.0 n 44.0 7a 7L4 n 32.7 pppq L 6:5 55 24 no 24 75.0 24 75.0 24 75.0 24 710 24 67.5 O Z ' 30 75.0 3D 710 30 74.4 30 75.0 30 75.0 30 55.7 v 36 75.0 36 710 36 62.9 36 75.0 35 75.0 36 4&D W d� 42 710 42 75.0 42 56.8 42 7500 42 n6 42 426 a 36 48 75.0 72 48 75.0 108 48 4&9 36 48 no n 48 67.5 108 48 3&6 •• w 54 7500 54 710 54 44.4 54 75.0 54 64.0 54 35.6 0 W 75.0 6D 75.0 W 4LO 60 75.0 60 61.7 ED 33.2 � 1 @� 66 75.0 66 75.0 66 311.3 65 710 66 60.4 66 314 p n 710 rz 75.0 72 36.2 n 7s.o n M.0 n Sao 24 75.0 24 75.0 24 75.0 2a 75.0 24 75.0 24 6&5 !X0 gggg ,j 30 710 30 75.0 30 W.1 30 no 30 75.0 30 524 m g 3E 75.0 36 75.0 36 53.2 35 75.0 36 720 36 45.0 42 75.0 42 75.0 42 463 42 no 42 65.0 42 39.8 42 48 710 78 48 710 114 48 4L2 42 48 710 78 48 60.0 114 49 36.0 56 7500 54 75.0 54 37.4 54 710 54 56.5 54 33.1 I°RODUCPREVL4ED ED 75.0 W no 60 34.4 W 75.0 60 54.0 W 30.9 �OLe Florida 66 75.0 66 710 65 32.0 66 7500 66 52.4 66 29.1 HRBdinB Cab n 75.0 n 743 n .2 n 710 72 514 n 27.7 14 24 75.0 24 nO 24 66.8 24 no 24 75.D 24 60.0 30 7500 30 710 30 53.9 30 710 3D 75.0 30 414 ANCHOR QUANTITIES M CLIP END) 36 no 36 75.0 36 45.5 36 710 36 615 36 424 SUBSTRATE ANCHOR MIN.QUANTOY 42 T5.0 42 75,0 42 39.5 42 75.0 42 5&8 42 37.4 CONCRETE CONCRETE SCREW 4 48 48 75.0 84 4B no 17D 48 35.1 48 48 75.0 84 48 54.0 1" 48 33.9 FbfldeP 62 MASONRY(CMU BLOCK) CONCREIESCREW, 4 54 7S.0 54 7300 54 31.7 56 75.0 54 505 54 33.0 WOOD WOODORTAPPING SCREW 6 60 75.0 60 6&3 69 29.1 GO 75.0 60 48.0 GO 28.8 ,'4'N1UIIlfp�Fl+4 65 7500 66 6&7 66 27.1 66 710 65 46.2 66 27.1 %N�,+.��E$q�!" n 7500 72 610 n 75.5 rz 75.0 72 45 0 n 215 Q, O 1/B°THICK TAPPING SCREW 6 ��0�;••�,�CEfYSF••;lGG4,� 00570000 A-3b 24 n.D 24 no V224 no 24 no1/8"THICK TAPPINGSCREW 6 3075.0 30 no 75.0 30 %16063-T5 36 75.0 36 no 75.0 3b0.0346"THICK ASTM A-653, 42 no 42 710 75.0 42 53.7TAPPING SCiEW 6 33 K51(STEEL STUDS) 56 900 48 7a9 54 750 90 48 49.11)SEE ANCHORSCHEDULE FOR FASTENER REQUIREMENTS. 54 OLD 710 54 45,7ED 2)ANCHOR QUANTITIES ARE FOR EACH CUP END. 66 7755..0 60 66 614 ED 75.0 Go 710 GG 43.3.3 •,t4S%��NA` ? ,• n 7500 n 57.8 72 75.0 1 72 1 40.0 ILL HORIZONTAL UNREINFORCED MULLION BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION a � � MULTI-HIGH CONFIGURATION MIRUON TABLE 2A-WOOD SCRIEWS&CONLJiL7ESCRLWS/[ONCRELE M10.110N TABLE IB-[ONCREIESCREWS/MASONRY(O✓A1 BLOCK) (HORIZONTALSPAN-1'A3umkmm Rdnfmdng MAI (HONZDNTAI SPAN-1'AWFnlnum RelnIwlu8 Mull) U --MLR11ON SPAN MULL lDA6 MULL I= MULL IOPD MULL LOAD DP(PSI) NAl11 LOAD l MUU LOAD H' p Z '6 DPI1 DPIPSF) DPf ) SPAN WIDTH SPAN wIOTH SPAN WIOIH SPAN NSDTH sPAN MND3H SPAN WIDTH W F N W GLAZING 24 75.0 24 750 24 7S0 24 75.0 24 75.0 24 75JD w W 2 �I PRODUCT 30 75.0 30 FA 30 75.0 30 75.0 30 75A 30 64.0 S U 36 75.0 36 75.0 35 75.0 36 75.0 36 75.0 36 55.4 0. MEMO= 48 42 75.0 _ 42 75.0 42 713 48 42 75M 72 42 726 96 42 49.4 tt GLAZDIG 48 75A 72 48 75.0 48 65.0 48 75.0 48 67.5 48 45.0 m Q 8 PRODUCT 54 710 54 75.0 54 603 54 75.0 54 69.0 54 417 L ED 75.0 60 75A 60 567 6D 75.0 LA 617 60 39.3 66 75.0 66 75.0 66 %0 66 75A 66 6a4 65 37.4 4 ma M M 24 75.0 24 75.0 24 75.0 24 15.0 24 75.0 z4 7z.0 W 2 0 3D 75.0 30 75.0 3D 71D 30 75A 75.0 3D 59.6 W 36 75.0 36 75.0 36 743 35 75.0 36 770 36 514 LOAD WIDTH w W1+WZ 4Z 75A 42 TSA 1112 54 78 42 E5.6 42 75.0 42 65.0 42 45.7 O 2 54 48 MO 78 48 7&D 48 58.6 46 75A 46 640 48 415 54 75.0 54 75.0 54 514 54 75.0 54 SLS 54 38.4 60 75.0 60 75.0 50 49.4 W 75.0 60 54.0 60 36.0 O F, vi 66 75A fib 75.0 66 46.4 66 75A 66 514 66 342 F W OLp Lc F= m g It, z Z 24 75.0 24 75.0 24 75.0 24 75A 24 75.0 24 67.5 O IY�-�-•W 30 XO 3D 75.0 30 744 30 75.0 30 75.0 3p 5L7 Oa Z q 5 Z 35 75.0 36 75.0 35 629 36 75.0 36 655 36 48.0 O Q-q 42 75.0SO - 84 42 75.0 42 548 42 75.0 84 42 58.8 108 42 416 4e 75.0 48 75.0 48 43.9 48 75.0 48 SOLD 48 38.6 g o a 59 75.0 54 73.0 54 44A 54 75.0 54 505 54 35.6 W �LL W 75.0 60 693 6o 410 60 75.0 6D 460 60 33.2 Ll. Lu 66 75.0 CD 65 66.7 65 363 66 75.0 66 462 66 314 r224 75.0 24 75A 24 7i.0 24 75.0 24 75.0 bS 63.5 75.0 30 75.0 30 63.1 30 75.0 30 69.1 30 524 75.0 36 75.0 36 53.2 36 75.0 36 6D.0 36 45.0 66 75.0 SO 42 75.0 42 463 66 42 75.0 90 42 53.7 114 42 39.8 75.0 48 70.9 114 48 41248 49.1 48 36.0 75.0 54 660 54 37.454 738 50 45.7 54 33.1 75.0 60 QA W 34.4 60 72.0 60 43.2 60 30.9 75.0 66 59.7 66 320 66 714 66 413 66 29.1 24 668 I4 60.0 �(�MOM Fkdft 30 53.9 30 49.4 WIft Code 36 45.5 36 42.4 pppperl0 42 39.5 42 37.4 �4 120 120 48 48 35.1 8 33 54 317 S4 310 a&Product C.'meYo ANCHOR QUANTITIES(PER CLIP END) 6D 29.1 W 28.8 SUBSTRATE ANCHOR MIN.QUANM 1 66 1 27.1 66 Z7.1 Robert J.Amoroso,P.E. FW W P.E.Na 49752 CONCRETE CONCRETE SCREW 4 •• • • • • • ••• •• tN6pll MASONRY(CMU BLOCK) CONCRETE SCREW a : : i : i i•• i i ,�� j11NIES q WOOD WOOD OR TAPPING SCREW 6 • ••• • • • • •• • 1A�nAa16 TAPPINGSCRLVV 6 •• • • • •• ••• •• +`Q' �STATQIF 2 �LO *: ,(1 TAPPING SCREW 6 +•�j • • •t• •• ••• • '9. •�� 0.0346"7NIQC ASTM A653, TAPPING SCREW 6 • • • • • • • • i�� (V W" 33 KSI(S7FFLSTUDS) • • ••• • •• • • ♦ ��'•'c� P.+�Q 2)SEE ANOLORIOR SCHEDULE Ql1ANTITIES AREF FOR SRP EPIp.EMEI915. ••• : • • •t *00 •• • •t ••• '�4q�ONA�a�N©•,,, • • • • • • • • • • •• •• • • • •• •• • % .. . . . % .. . . . . . . . . . . . . ... . . . . . . . • . 1 H VERTICAL UNREINFORCED MULLION IN A BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION TRANSOM OVER A MULTI-WIDE CONFIQUIyATION, .• o - • l V ABL 3.1A• OOD &&.64S64f;pNCRETE MILLION TABLE 3.1B•CONCREIE SCREWSJMASONRY(CMUBLOCIQ . . (V.tOCAL 3-WA/SPAM-1"Amda mRdkfordr@Mu•) (VEKTICAL3-WAY SPAN-1"Aluminum RaInfmc(ng MuO) W V O MULL LOAD MULL JW2475.0 MULL LOAD MULL LOAD MILL LOAD MULL LOAD F DP(PSFl ) DP(PSFl DP(PSP) DP(PSE) DP(PSF) PGLAZINGRODUCT SPAN WIDTH SPAN SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH U F- PRODUCT 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0W 3%9 .'5.00 . .• 30 75.0 30 75.0 30 75.0 30 75.0 36 175..0 36 n.0 36 75.0 36 75.0 dGLAZING GlA21NG 42. 415.0. • 42 42 75.0 42 75.0 42 72.6PRODUCT PRODUCE 24 qg i . � • • 48 24 48 75.0 48 48 - 75.0 R48 67.5 m'EL I0 54 54 75.0 54 75.0 54 64.0 IL W 75.0 W 75.0 W W 75.0 W 75.0 W 6L7 r W1�-W2� 66 75.0 G6 75.0 66 65 75.0 66 75.0 66 644 fQ` 24 15.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 30 75.0 3D 75.0 30 75.0 30 75.0 3D 75.0 30 73,0 R ' W 35 75,0 36 75.0 36 75.0 36 75.0 35 7&0 35 720 m a LOAD WIDTH=W1+W2 42 75.0 42 75.0 42 75.0 42 75.0 42 75.0 42 65.0 2 3D 48 75.0 54 48 75.0 78 46 75.0 30 48 710 54 48 75.0 78 48 60.0 s4 75.0 54 75.0 54 75,0 54 Iso 54 75.0 54 56.5 >> W 75.0 W 75.0 W 75.0 W 75 0 W 75.0 W 54.0 Z 66 75.0 66 75.0 66 75,0 66 75.0 66 75.0 66 S24 QFQ I~il �'Q Z a F m 24 7&0 24 75.0 24 75.0 24 73,0 24 73,0 24 75A K Li a A a .z 30 75.0 75.0 73,0 30 Iso 30 73,0 30 75.0 Z �"_ 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 65.5 09 42 75.0 W 42 75.0 42 75.0 42 75.0 36 W 42 75.0 42 5&B V 35 84 48 75.0 48 75.0 48 94 75.0 48 75.0 48 75.0 48 54.0 54 75,0 54 75.0 54 73.0 54 75.0 54 75.0 54 50.5 N! W 7s0 WLU 75.0 W 693 W 75.0 W 75.0 W 490 O' C7 �B 66 75,0 66 75.0 66 6&7 66 75.0 fib 75.0 66 462 24 75.0 7Q 75.0 24 75.0 24 75.0 24 75.0 24 75.0 30 75.0 30 75.0 30 7S.0 30 75.0 3D 73,0 30 69.1 36 75.0 35 75.0 36 7&0 36 75.0 36 75.0 36 W.o p 42 42 75.0 66 42 75.0 90 42 75.0 42 75.0 66 42 75.0 90 42 517 N 48 75.0 48 75.0 48 709 46 42 - 75.0 4B 75.0 48 411 g 54 75.0 S4 75.0 54 66.0 54 7&0 54 739 54 45.7 W 75.0 W 75.0 W 624 W 75.0 W 720 W 43.2 65 75.0 66 75.0 66 59.7 66 75.0 66 7L4 66 F49.4 24 75.0 24 RpQUMR6VISSD 30 75.0 30 cmnoyft LVRh BID modde 36 75.0 36 uRdIOB�O 96 42 713 95 42 4B 65.0 4854 603 54 Pmdmc ANCHOR QUANTITIES(PER CLIP END) W 55.7 W SUBSTRATE ANCHOR MON.QUANTITY 66 54.0 66 37.4 RoSeH J.Mmmw,P.E. CONCRETE CONCRETE SCREW 4 F&W8 P.E.No.40152 MASONRY(CMU BLOCK) CONCRETE SCREW 4 WOOD WOOD OR TAPPING SCREW 6 % ylQ►I1AE8 q 118"THICK TAPPING SCREW 6 AN ASTM ASTM A36 HO 48752 1111'THICK TAPPING SCREW 6 6063-T ►T};`�I 6063.75 0.0346"THICK ASTM A-653, :¢ 33 KSI(STEEL STUDS) TAPPINGSCREW 6 9", STATE OFF SEE AwcoRS SCHEDULE ro NE FASSTEREQUIREMENTS- ,,Q�(��S DNA 2)AN �hull lall/l 1" HORIZONTAL UNREINFORCED MULLION BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION IN A TRANSOM OVER A MULTI-WIDE o a CONFIGURATION WJLUON TAME32A-WOODSOMM&CONCRETESCRWCONCREFE MILLION TAiLF 328-CONCRETESQtEWWMASONRY ICMUSLOCK) V Iu0 F^ MUWFAL ONSPAN ^I (NDWON3-WAYSPAN-1-AIUMINUMRUPffORCIN6MUWONI (HORQQNFAI&WAY SPAN-1°AUAMUM NREMORCINU MUWONI 9k FLL MULL LOAD DP m � LOQ uj OP(PSfl MILL I= Op(PSh MULL LOAD DP l�F) MULL 10110 OP(PSFJ MULL WAD DP IPSF) U 0,a O�W.` GLAZING SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH LU IpU�j g PRODUCT 24 75.0 24 75.0 24 552 24 7S0 74 672 24 38.2 0 F- 3 30 75.0 30 75.0 30 52.1 30 7SA 30 611 3D 36.1 d Lad. y V o 36 75.0 36 75.0 36 495 36 75A 36 599 35 34.3 5 a( GLAZING GLAZING 75.0 42 75.0 42 47A 42 7511 42 649 42 32.8 m G 2 3 PRODUCT PRODUCT 48 48 7SA 78 48 75A 108 48 455 48 48 75.0 78 48 595 108 48 315 4 54 7SA 54 7511 54 472 54 75A 54 54 359 60 75A W 75A fO 43.5 60 75A SD ED 332 66 7SA 66 713 66 40.6 66 7511 66 65 31.2 n 75A n 682 72 38.1 n 75D �72X4717 n 29.5 W b O 24 7SA 24 750 24 50.2 24 750 24 592 24 34.8 rn Q LOAD WIDTH Wl i W2 30 75A 30 754 30 475 30 7SA 30 55.6 30 329 F Z 36 75A 36 750 36 45.1 36 750 36 51.7 36 31.1 �0 42 75.0 42 75.0 42 43.2 42 7SA 42N4". 42 29.9 =?S 54 48 75A 84 48 75.0 114 48 41.5 54 48 75A 84 48114 48 289 2 'L 54 75.0 54 72.1 54 39.6 54 75.0 54 54 27.8 L}U. Pj Z q q 6D 75A 60 67.6 6o 365 GD 75.0 60 60 30.8 66 7SA 66 6411 66 1411 66 7511 66 66 29.0 Cp Z a gg n 7511 n 6111 n 31.9 n 7SA n n 27.4 O Z Q 5 H 24 7511 24 7511 r24 459 24 7SA 24 52.5 24 318 3D 7511 30 713 43A 30 75.0 30 49.4 30 301 36 75.0 35 678 41.3 36 75A 36 46.8 35 288 I,�dIL42 75.0 42 643 395 42 750 42 449 42 27.4 A.�60 48 75A 90 48 709 120 368 BD 48 75D 90 48 49.1 120 48 26.35075A 54 658 33.6 50 7SA 54 45.4 54 IS.d Itj gg60 75.0 60 61A 30.9 60 750 60 425 ED 189 �966 7SA 66 580 IR9 66 739 66 40.2 66 27D8n 7511 n 552 27A n 73.7 n 382 n 15.6 m k 24 TSA 24 678 076"�� 24 47A g8 � 30 750 30 639 30 44.2 g8 35 750 36 608 36 41.9 g 42 750 42 573 42 401 66 48 7511 96 48 65.0 65 95 48 45.0 PRODUCERRV18Ep 54 732 54 601 54 41.6 W 75A 60 562 6D_ 3&9 iR- �i f� � 66 7SA 66 530 _ 66 36.7 100LAN •� n 7511 n so3 n 349 24 7511 24 61D 24 7511 I4 42.2 y 30 -.?Si) 30 57.5 30 723 30 39.8 ANCHOR QUANTITIES(PER CLIP END) 36 75.0 -36 548 36 7SA 36 379 SUBSTRATE ANCHOR MDI.QUANTITY 42 75.0 42 52.2 42 723 42 362 MMA J.AntorusO.P.E CONCRETE CONCRETE SCREW 4 X• a 75P W2• 041!• M2 n 48 665 102 48 34B rWW4 P.E.Na 40762 MASONRY(CMU BLOCK) CONCRETE SCREW 4 A ••• 54 55. 54 619 54 3811 ,{{{{I{II111/yf'I WOOD WOODORTAPPINGXREW c • fD• 7;A • • •0! 5.6 60 SBA 60 359 \ ��pME$ 1/8"THICK •• ••• • •4.7 66 55.6 66 33.7 \\\f(.�. �G E N q 091I0i 7sA 46.0 n s33 n azo 00;•v !�`• ASTM A-36 TAPPING SCREW 6 Q: PID 40752 6063-TS TAPPING SCREW 6 • I • • ••• •• ••• • 0.0346"THICK ASTM A-653, • • • • • • • • 33 K51(STEEL STUDS) TAPPING SCREW 6 • • ••• • •• • • • �0�.• • • • �� fGlvo • • • • • • •• �� 1)SEE ANCHOR SCHEDULE POR FASTENER REQUIREMENTS- ••• • ••• •: •9" .�..... i�\\ 2)ANCHOR QUANTITIES ARE FOR EACH CUP END. �Iff11l11\{{{{' • • • • • • • • • • •0 0• • • • •• •• • •• •• • • • •• •• • • • • • • • • • • • 1" VERTICAL UNREINFORCED MULLION BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION IN A 4-WAY MULTI-WIDE, MULTI-HIGH •: ••• •: ••• g s CONFIGURATION • • NTb�Ai TA8LE43M W00D�11WS&CONQEIESCl!lEWS1CONCREIE MULUONTASLE4.16-CONCRFMSCWM/MASO N(CMUSLOCIQ • • CAL I�Nurcdn mci WII (VERTICAL4-WAY SPAN-1"Aluminum Rdolordng Mull( 4h W1 W2 MULL LOAD MULL NMD MULL WOAD MULL WOAD MULL l DT MULL LOAD F v SPAN WIDTH DPIPSFI SPAN tlRDTH DP IPSP) SPAN WIDTH DPIPSFI SPAN WIDTH DPIPSFJ SPAN WIDTHOPIPSFI SPAN WIDTH OP(PSP) Ul CC, 24 75.0 • 24 75.0 • 24 75.0 24 75.0 24 75.0 24 75.0 O 111 G in T o 30 75.0 30 75.0 30 75.0 30 64.0 Ir w 4B6 40 • •36• 75.0 36 75.0 36 75.0 35 75.0 36 SSA a at Z GLAZING GLAZING 4 75.0 : 42 713 42 75.0 42 75.0 42 49.4 d PRODUCT PRODUCT 36 ••1S 7310 •66 on• 45.01 96 48 65.0 36 48 75.0 66 48 75.0 96 48 45.0 01 Q y 59 75.0 54 75.0 54 60.3 54 75.0 54 73.8 54 4L7 00 6o 75.0 60 75.0 60 56.7 60 75.0 60 72.0 60 39.3 zi 66 7S.0 66 75.0 fib 53.5 66 75.0 66 71.4 66 37.4 q QD es v� GLAZING GLAZING n 75.0 n 75.0 n 49.4 n 75.0 72 7L4 n 36.0 $ a PRODUCT L PRODUCT 24 7S.0 24 75.0 24 75.0 24 75.0 24 75.0 24 n.0 a It a0i 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 59.6 O 36 75.0 36 7S.0 36 74.3 36 75A 36 75.0 36 51-4 42 75.0 42 75.0 42 66.0 42 75.0 42 72.6 42 45.7 LOAD WIDTH=W1+N!2 42 48 75.0 n 48 75.0 102 48 59.1 42 48 75.0 72 48 67.5 102 48 41.5 c- 2 54 75.0 54 7a0 54 S3.2 54 75.0 S4 64.0 54 38.4 F ru(�m g vi m 60 75.0 60 75.0 60 48.4 6o 75.0 60 617 6o 36.0 �+5 U. z 66 710 65 75.0 66 44.4 66 7S 0 66 60A 66 34.2 01.512 z- 72 Tao n 75.0 n 410 n Iso n mo n 32.7 °�z g 24 7S.0 24 75.0 24 no 24 75.0 24 75.0 24 67.5 30 iso 30 75,0 30 75.0 30 75.0 30 Iso 30 55.7 g 5 w 36 75.0 36 75.0 36 64.4 36 7so 36 n0 36 48.0 42 75.0 42 75.0 42 SS.9 42 75.0 42 6S.0 42 42.6 0. 48 48 75.0 78 48 75.0 108 48 49.5 48 48 no 76 48 60.0 108 48 31.6 w 54 75.0 54 75.0 54 44.5 S4 75.0 54 56.5 54 35.5 S{O 60 75.0 6D 75.0 60 40S 60 75.0 60 54.0 60 33.2 M 66 75.0 66 75.0 66 371 66 75.0 66 52.4 66 314 n 75 0 n 743 n 34.4 n 75.0 n SL4 n 3D.0 LU rr @ 24 75.0 24 75.0 24 710 24 75.0 24 no 24 635 m g @ 30 75.0 30 75.0 30 64.8 3D 75.0 30 75.0 30 52.4 36 75.0 36 75.0 36 54.6 36 75.0 36 65.5 36 45.0 42 75.0 42 7S.0 42 47.3 42 75.o 42 58.8 42 39.8 54 48 75.0 84 48 75.0 114 48 419 54 48 7S.0 84 48 54.0 114 48 36,0 54 75.0 54 73.0 S4 37.7 54 75.0 54 505 54 33.1 acampCTRBV� �YbB DrBh Who Flodde 60 75.0 6d 693 so 34.3 60 75.0 GO 48.0 60 30.9 �� DWS 66 75.0 66 66.7 66 31.5 66 75.0 66 46.2 66 29.1 .7 s. n 750 n 6s o n 211 n Tao 72 45.o n 27.7 24 75.0 24 75.0 24 685 24 75.0 24 75.0 24 60.0 P+�11Bm IICW tml ANCHOR QUANTIT•S(PER CLIP END) 30 75.0 30 75.0 30 55.4 30 7S.0 30 69.1 30 49.4 SUBSTRATE ANCHOR MW.QUAN4RY 36 75.0 36 75.0 36 46,6 36 7a0 36 SMO 36 42.4 CONCRETE CONCRETE SCREW 4 42 75.0 42 73A 42 40.4 42 75.0 42 53.7 42 37.4 Rabmt J.Anuuuao48 P.E. MaSONRv(cMNRLOCR► coNCRETEscREW a so 48 750 90 48 70.9 1m 48 357 60 48 Tao 90 49.1 im 48 33.8 A. 4!"!k*, ,, 54 750 sn 66.0 S4 32.1 54 750 54 457 54 31-0 �4A.�SA ! WaoO WooDORTAPPINGSCRIW 6 m 75,0 60 62.4 Go 29.2 GD 750 Go 43.a 288 ��Q`•�GENSF�.ji��i� 1/8'THICK TAPPING SCREW 6 66 750 66 59.7 66 26.8 66 75.0 66 413 66 zas +Q�. No 4D752 G`o% ASTM A36 n 75.D n s79 n 24.9 n 75.o n 40.0 n z4.R 1/8'THICKTAPPING SCREW 6 ,�. �JL//; I4•4 0.0346-THICK ASTM A-653. TAPPINGSCREW 6 ��0• STAT OF :ki: 33 1)(ANCH�QWUSCHEDULE ARE FOR FASTENER REQ O�� ol��SS�...........�� `�,,• 1" HORIZONTAL UNREINFORCED BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION MULLION IN A 4-WAY MULTI-WIDE, MULLION TABLE 4.2A-WOOD A CONCRETESCMIRMCONCRFTE MULLIONTABLE4.28•CONa"SCREWVMMNW(CMU MOCII MULTI-HIGH CONFIGURATION g ---- -- - -- ----- (HORIZONTAL4-WAYSPAN-1•AluMnom Relnfwdng MUI) IHCMZDNTA14-WAYSPAN-1'AltUrd mRelnfordng Mull) WV MULL LOAD MULL LOADMULL I= MULL LOAD Ku LOAD OP�Sf) MULL LOAD l-- SPAN WIDTH Op(pg) SPAN WIDTH OF(PSF) SPAN WIDTH OP(FSF) SPAN mom DP(PSE) SPAN WIDTH DP(PSE) SPAN WIDTH � O V Do Z MULLION SPAN 24 75.0 24 75.0 24 75.D 24 75.0 24 75A 24 75.0 UU ~ LL UU30 �F �- -i ' 6 1112 o% Iso 3o Iso 30 Is3D 64o 3D 750 30 7s.o .o O Q c 00 36 710 36 710 36 7S.0 36 75.0 36 75.0 36 55.4 d y= L1 36 42 710 66 42 710 96 42 73.0 36 42 75.0 66 42 75.0 96 42 49.4GLAZING -7 �n N PFIOWC7 p�p7 48 7510 48 710 48 6651 48 710 4B 75.0 48 45.0 m Q z ?' 54 710 54 710 54 61.7 54 7510 54 73.8 54 41.7 �n 60 710 69 710 60 55.1 60 75.0 60 71.0 60 393 24 710 24 710 24 710 24 710 24 710 24 770 GLAZING 75.0 3D 75.0 30 75.0 30 75.0 30 75.0 30 59.6 a = o IR PRODUCT PRODUCT 36 710 36 75.0 36 710 36 75.0 36 75.0 36 514 f et p I 42 42 710 72 42 75.0 102 42 67.6 42 42 75.0 72 42 72.6 102 42 45.7 in L 710 48 75.0 49 59.9 48 75.0 48 675 48 415 O m 54 7510 54 75.0 54 525 54 710 54 64.0 54 36.4 '�'F a 60 75.0 60 710 60 4651 60 75.0 60 61.7 60 36.0 [�;WDTH=W1+W2 24 710 24 710 24 75.0 24 75.0 24 75.0 24 67.5 2 g 2 30 75.0 30 75.0 30 75.0 30 710 30 75.0 30 517 F 'S. g m 36 75A 36 75.0 36 67.1 36 710 36 720 36 4&0 �I G y aF i 48 42 75.0 78 42 75.0 108 42 58.3 48 42 75.0 78 42 65.0 103 42 426 0 M z U'1 t 48 710 48 710 46 - 50.7- 48 75.0 48 60.0 48 33.6 K z s Z 54 75A 54 710 54 44.5 54 75,0 54 56.5 54 316 a 60 710 60 75.0 60 39.6 60 710 60 54.0 6D 39.2 V-4, ILL 1�1 24 75.0 24 710 24 70.4 24 75.0 24 75A 24 a5 o a C �� 30 75.0 30 73.0 30 63.6 30 710 30 7SA 30 r3D.9 36 no 36 75.0 36 56.4 36 710 35 6551 35 Lu 54 42 710 84 42 75.0 114 42 415 57 710 84 42 58.8 114 42 Rz In 48 710 48 75.0 48 43.3 48 710 48 54.0 48 54 75.0 54 747 54 38.1 54 75.0 54 50.5 54 W 75.0 50 70.9 60 339 W 750 60 48.0 So2A 75.0 24 710 24 58.3 24 75.0 24 75.0 24 m g 3D 75.0 30 710 30 53.3 30 75.0 30 69.1 30 49A 36 75.0 36 75.0 36 67.1 36 75.0 36 60.0 36 4LO 60 42 710 90 42 75.0 120 42 42.2 60 42 710 90 42 53.7 120 42 37.4 48 75.0 48 72-5 48 371 48 710 48 49.1 48 338 1'RODUCPRBVIBBD 54 710 54 67.6 S4 32.8 54 710 54 45.7 54 31A 60 75.0 60 63.8 60 29.2 60 710 60 43.2 60 29B iROT1d1 Dec a19 9 Dltlla PlDdHci ANCHOR QUANTITIES(PER CLW END) SUBSTRATE ANCHOR MUN,QUANTITY Robed J.Amonmo.P.E. CONCRETE CONCRETE SCREW 4 so so Fbdda P.E.No.49752 MASONRY(CMU BLOCK) CONCREIESCREW 4 • • • • • • • • • WOOD WOOD OR TAPPING SCREW 6INMES • • • • • •• • • ,,�11111111lyl�I THICK • • • • • • • ��Q( ASTM A-36 TAPPING SCREW 6 •• • • • •• ••• ••• ,,Oy�4(r;y�GEN 1/8'THICK TAPPING SCREW 6 Q: No 49752 G 6063-TS 0A346'TMCK ASTM A-653, 004TAPPING SCREW 6 • • ••• ••• • � •* 33 KSI(SML STUDS) • • • • • • • :9•, STATE OF 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. • • • • • • • • • • •• "s.�•,A p•,•'�� 2)AN04OR QUANTITIES ARE FOR EACH CUP END. ••• e •e ••• •s ••• ',,j�I04,`/IOIVAI-E • • • • • • • • • • •• •• • • • •• •• • 1" VERTICAL REINFORCED MULLION BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION MULTI-WIDE CONFIGURA •O _0 •�� , ARI mTW SA-WOOD SCAMS&CONCRETE SCREWVCONCRM MULLION TABLE SB-CONCRETE WAW57MASOAIRY(CMU BLOOD to • • , CALIPAN8-1•AluminumRelnIQFClnBMUllw/Rtlnfbc t) (VERDCALSPAN-1"AluminumReiMomiss Mull w/RNutmc t) 9 �rW1--'�"-W2-1 •• rjbLL WADS y MULL LOAD WILL LOAD MULL LOAD MULL LOAD MULL TOAD Ul V O LOAD WIDTH=W1+W2 SPAN WIDTH DP(P I SPAN WIDTH WIC SPAN WIDTH OP(PST) SPAN WIDTH OP(PSFI cpaN WIDTH DP(PSFI SPAN LOOM DP IP-SF) �m 2 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 U vp a w GLAZING GLAZING ,•• • •• 3D 75.0 30 75.0 30 75.0 30 75.0 30 75.0 3D 64.0 U1 CLL 100.LU PRODUCT PRODUCT • O•• • • • • 36 0 36 7i0 36 750 36 7i0 35 75.0 36 55.4 Q W toOf p O : • • • • •.• D •75.0 a2 75.0 42 71.3 42 75.0 42 75.0 42 49.4 Q. IL IL V J ,, • • 000 • 4 48 15.0 60 48 75.0 96 48 6F.0 24 48 75.0 60 48 75.0 96 48 45.0 • • • • 64 5.0 54 7i0 54 603 54 75.0 54 75.0 54 417 T? 60 75.0 60 75.0 6D 56.7 60 75.0 6D 75.0 60 393 m Q 8 - 66 75.0 75.0 66 54.0 66 75.0 66 75.0 66 37.4 n 710 n 75.0 n 52.0 n 710 72 75.0 72 360 24 75.0 24 mo 24 75.0 24 75.0 24 75.0 24 72.0 "1 W1 W2 30 75.0 30 710 30 75.0 30 75,0 30 750 30 59.6 f m ~- 36 7i0 36 710 - -36 743 36 75.0 36 75.0 36 51.4 u3 LLI 42 75.0 42 75.0 42 660 42 75.0 42 75.0 42 417 30 48 75.0 66 48 75.0 102 48 60.0 30 48 75.0 66 48 75.0 102 48 ass Z a a ' GLAZING GLAZING GLAZING 54 75.0 54 75.D 54 515 54 75.0 54 73.8 54 38.4 3 Z PRODUCT PRODUCT PRODUCT Z J O 7d 60 710 60 75.0 60 520 W 710 60 72.0 60 3i0 66 710 66 710 65 49.3 66 75.0 66 7L4 66 34.2 O n 710 n 750 n 473 72 75.D n 7L4 n 32.7 F S a z M 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 67.5 O �Z Z 30 _iii) 3D 7s.0 30 7io 30 r_O 30 7i0 30 55.7 Dd Z g IL 36 75,0 36 75.o 36 69.3 36 75.0 36 75.0 36 48.o O U.1 42 75.0 42 75.0 42 6L5 42 75.0 42 7L6 42 42.6 C1 ga 36 48 75.0 n 48 75.0 108 48 55.7 36 48 75.0 n 48 67.5 log 48 38.6 o a 54 710 54 75.0 54 51.4 54 75.0 54 64.0 54 35.6 W o JIM so 75.0 60 75.0 Go 48.0 60 75.0 6o 6L7 60 312 '" 66 710 65 75.0 66 4S.4 66 75.0 66 60.4 66 3L4 oul 72 710 72 75.0 n 43.3 n 710 n 60.0 72 30.0 rn 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 63.5 30 710 30 75.0 3D 75-0 30 75.0 30 75.0 30 524 36 75.0 35 75.0 36 65.0 36 MID 36 720 36 410 N m g � 42 75.0 42 75.0 42 57.5 42 75.0 42 65.0 42 39.8 42 48 75.0 78 48 75.0 114 48 520 42 48 75.0 78P14 60.0 114 48 360 54 75.0 54 75.0 54 47.8 54 75.0 555 54 331 K 60 7i0 60 75.0 60 44.6 W 75.0 54.0 60 30.9 66 75.0 6G 75.0 66 420 65 75.0 52.4 66 29.1 DUCE RBVI= n 710 72 74.3 72 40.0 n 75 0 514 n 27.7 wmPlyin8 Wn OLB48 24 75.0 84 24 75.0 INT 24 75.0 48 24 75.0 84 75.0 120 24 60.0 COtk30 75.0 30 7iG 30 71.3 30 75.0 7i0 3D 49.4 Damm_- 36 75.0 36 75.0 36 6L2 36 75.0 36 65.5 36 42.4 q ANCHOR QUANTITIES)PERK CLW END) 42 75.0 42 75.0 42 54.0 42 710 42 58.8 42 37-4 01 48 mo 48 75.0 48 48$ 48 75,0 48 54.0 48 33.8 SUBSTRATE ANCHORT;4 IIY 54 75,0 54 73.0 54 44.7 54 710 54 50.5 54 3L0 CONCRETE CONCRETE SCREW 69 75.0 2fio4 75.3 W 416 24 710 60 48.0 28.8. Rohert J.Amomiw,P.E. Fbtlde P.E.No.49762 MASONRY(CMU BLOCK) CONCRETE SCREW 66 75.0 66 66.7 66 39.1 66 75.0 66 462 66 27.1 WOOD WOOD OR TAPPING SCn 75.0 n 66.0 n 37.1 n 75-0 n 45.o n 25.7 `,IIp1111111g1' 54 za 710 90 za 75.0 54 za 710 90 24 75.0 JAMES I/V THICK30 75.0 30 69.130 75.0 30 75.0 O ASTM TAPPING SCREW 36 710 36 75.0 36 710 36 60A `,O�• \C ENs�•.9GI�i ASTM A-36 ♦��.••• 1/8"THICK TAPPING SCREW 6 42 75.0 42 75.0 42 710 42 53.7 z Q'; NO ttau C 6063.75 0.0346"THICK ASTM A-653, 54 bio 48 70.9 48 710 48 45.7 33 KSI ICK ASTM A- 54 75.0 54 610 54 75.0 54 45.7 ,•U ( 1 TAPPING SCREW 6 60 75.0 60 624 60 75.0 60 43.2 L)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. 66 75.0 66 59,7 66 75.0 66 41 "ITATE .�VJ� .3 .'�0,�• R a:.4L�. 21 ANCHOR QUANTITIES ARE FOR EACH CUP END. n 75.0 72 57.8 n 75.0 n 40.0 ��•'•(�OR\0..• ' I '*;*,# 01YAI�ENrO�, HORIZONTAL REINFORCED MULLION BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510 INSTALLATION 1 MULTI-HIGH CONFIGURATION MILLION TABLE 6A-WOOD SCREWS&CONCRETE SCREWS/CDNCRETE MULLION TABLE 68-CONCRETE SOMWS(MASONIIY(CMU BLOCK) 4 a (HORIZIDWALSPAN--1°AlUWnum Relnlacing Mull w/Rdnforcement) DIORIZONTAL SPAN-1'Aluminum Reinfaming Mull w/Relnforce 1) V MULL LOAD MULL LOAD MULL LOAD MILL LOAD MULL LOAD MULL LOAD ,U U SPAN WIDTH UP(PSF) SPAN WIDTH DF(PSF) SPAN WIDTH OP(PSF) SPAN WIDTH OP(PSF) SPAN WIDTH UP(PSI) SPAN WIDTH DP(PSF7 F V N I--MULLION SPAN-1 O 6.W T 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75,0LU LU f0- 0 ,i? IIiS GLAZING 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 64.0 L= w PI ODUCT 36 75.0 36 75.0 36 75.0 36 no 36 75.0 36 55.4 0 q W 908 48 42 75.0 72 42 75.0 % 42 73.0 42 75.0 72 42 72.6 % 42 49.4 OL j m K 46 75.0 48 75.0 48 66.5 48 75.0 48 - 48 67.5 48 45.0 'O 2 GLAZING 54 75.0 75.054 61.7 54 75.0 54 64.0 54 43-7PRODUCT 60 75.0 75.0 IW 58.0 b0 75.0 60 617 W 39.3 L 66 75.0 �6.-- 6 750 66 55.3 66 750 66 60.4 66 37.4 24 75.0 24 75.0 24 75.0 24 75.0 24 75A 24 72.0 4 30 75.0 30 75.0 30 75.0 30 7S.0 3D 75.0 30 59.6 a n 36 75.0 36 75.0 36 75.0 36 75.0 36 72-0 36 51.4 � 42 75.0 42 75.0 42 67.6 42 75.0 42 65.0 42 45.7 to w LOAD WIDTH=W1+W2 54 18 102 54 78 102 z c 48 75.0 75 0 48 61.a 4S 75 0 48 eo.o 4a a3-5 o a 2 J I- 54 75A 54 75.0 54 56.7 sa 75.0 54 56.5 54 38.4 -- -- 60 75A 5D 75.0 60 53.2 60 75.0 60 54,0 6D 36.0 Z 66 75A 66 75.0 66 505 66 75.0 66 52.4 66 34.2 F q vi 24 75.0 24 75.0 24 75.0 24 no 24 75.0 24 67.5 < C d Z m 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 3D 55.7 K 1•..U3 Z z y 36 75.0 36 75.0 36 70.9 36 75.0 35 655 36 48.0 z g a , Go 42 75.0 84 42 75.0 108 42 62.9 60 42 75.0 84 588 108 42 42.6 C) Z W 48 75.0 48 II&C 48 57.0 48 7S.0 48 54.0 48 386 54 75.0 54 74.7 54 52.5 54 75.0 54 50.5 54 3S.6 o D'fV LLb 60 75.0 6o 70.9 60 49.1 60 75.0 6o 48.0 6D 33.2 TL S �q 66 75.0 66 683 66 46.4 66 75.0 66 46.2 66 31.4 � a 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 63.5 �i 30 75A 30 75.0 30 75.0 30 75.0 30 69.1 30 52.4 U 36 75.0 36 75.0 36 66.5 36 75.0 36 60.0 36 4S.0 O 42 75.0 42 75.0 42 58.8 42 7S.0 42 S3.7 42 39.8 m 46 75.0 48 72.5 3-14 48 53.2 48 75.0 48 49.1 65 90 114 48 36.0 B 54 75.0 54 67.6 54 489 54 -73.8 54 45.7 54 33.1 60 75.0 60 63.8 60 45.6 60 72.0 60 412 60 30.9 66 75.0 66 6L3 66 43.0 66 714 66 41.3 66 29.1 24 75.0 24 60.0 PRODDCPRSY/S® 30 73.0 30 49.4 qu°ft�•��B d8 36 62.6 36 424 AaepimloeAID 120 42 55.3 120 42 37.4 0 9 48 499 48 33.6 By ANCHOR QUANTITIES(PER CLIP END) 54 _45.8 54 3LO Product COO SUBSTRATE ANCHOR MIN.QlIAN1IiY 60_ 42.6 60 2B.8 CONCRETE CONCRETE SCREW 4 65 40.0 66 27.1 H Fkd"PAmW=,P.F.E MASONRY(CMU BLOCK) CONCRETE SCREW 4 • • ••• •• WOOD WOOD ORTAPPING SCREW ••6 • •°• • • • • ,{\{11{tl�►)AAA 1A7MA-36 TAPPINGSCREW •• •• • • ••• i•• •e• ,�.�`��1��CEEN34)Di��4. G. a u063--75 TAPPING SCREW �• • ° •• &�V Q;' No 4075 -.0% 0.033161 IC ELSTUDS 3, TAPPING SCREW 6 • ��! �v'�� ••• •• , 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. • : • • : : � X90:. STAT O :�41� 2)ANCHORQUANIITIES ARE FOR EACH CUP END. • • • • ••: • • :• i��,��.:(ORiQPO�C��` • Mll . ••• •• •• • • • •• •• • • • eeo • • 1 N VERTICAL REINFORCED MULLION IN A BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION TRANSOM OVER A MULTI O/I E QOt;FIGURAat0N•• • . ... • • • ••• • • MULUQN TABLET 7. -WD9itREWS&CONCNETESCREWS/CONCRETE MULLION TABLE 7.313-CONCRETE 6CREWS(MASONRY(CMU BLOCK( • •••(1/&74CAL3•WAY W4Vi 1"• mon RdNordng Mull w/RdnfarcemTxtt) (VERTICAL3•WAY SPAN-3°Aluminum Rdnfotcing Mull w/Ildntorcarnant) Lu MULL LOAD MULL LOAD MULL LOAD MULL LOAD MULL LOAD MULL LOAD GLAZING SPAN WIDTH DP(PSF) SPAN WIDTH DP(PSF) SPAN WIDTH DP( SPAN WIDTH DP(PSF) SPAN WIDTH DP(PSF) SPAN WIDTH DP(PSF) U 3 Mu PRODUCT •• • • • 7S0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 W O N f • • • • • 30 •• 30 740 30 75.0 30 75.0 30 75.0 30 75.0 Q p W z� •• t 0 t •' •• 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 d 1, • • • .0 42 75,0 42 75.0 42 75.0 42 75.0 72 42 72.6 p GLAZING GLAZING •• • •24'• 18 • • 48 75.0 72 48 75.0 24 48 75.0 49 48 75.0 48 67.5 r PRODUCT PRODUCT 54 75.0 54 75.0 54 75.0 54 75.0 54 75.0 S4 64.0 m < H �I 60 75.0 60 75.0 60 75.0 60 75.0 75.0 60 6L7 L 66 75.0 65 75.0 1 66 710 56 75.0 66 75.0 66 60.4 �i.(y3-I•--1J�fz--I 24 75.0 1 24 75.0 24 710 24 75.0 24 710 24 710 a 30 75.0 30 75.0 30 710 30 75.0 30 710 30 75.0 a 36 710 36 75.0 36 75.0 36 75.0 36 75.0 36 72.0 42 75.0 42 710 42 75.0 42 75.0 42 75.0 42 610 a W LOAD WIDTH=W1 2 W2 30 54 78 30 S4 78 Ocq 48 7S.0 48 75.0 48 75.0 48 75.0 48 75.0 48 600 54 75.0 54 75.0 54 75.0 54 75.0 54 75.0 54 56.5 60 75.0 GO 710 60 75.0 60 75.0 60 75.0 60 54.0 ?J 66 75.0 66 710 66 75.0 65 710 66 75.0 66 524 G 24 7S.0 24 710 24 710 24 75.0 K24 75.0 24 75.0 W UL 30 75.0 30 710 30 710 30 75.0 75.0 30 71036 710 36 710 36 75.0 36 75.0 710 36 65,542 MO 42 75.0 42 75.0 42 75.0 75.0 42 58.8 Z48 75.0 so 84 48 75.0 48 75.0 ' 48 75.0 7S. 48 54.0 54 710 54 710 54 73.0 54 75.0 710 54 SO.sgGo 75.0 W 710 60 69.3 60 75.0 75.0 60 48.0 J� a LL66 710 66 75.0 66 66.7 66 75.0 75.0 66 46.2 d'- NN y 24 75.0 24 710 24 710 24 710 24 75.0 24 710 30 75.0 30 75.0 30 710 30 75.0 30 75.0 30 69.1 (y 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 G0.0 42 75.0 66 42 710 90 42 710 42 @ 75.0 42 75.0 42 53.7 42 48 7S.0 48 740 48 70.9 49 75.0 48 710 48 49.1 U 66 90 m $ 54 75.0 54 710 54 66.0 54 75.0 54 73.8 54 417 e � Go 75.0 W _75.0 GO 62.4 GO 75.0 60 72.0 60 43.2 66 75.0 66 75.0 66 59.7 66 75.0 65 7L4 66 413 24 75.0 24 75.0 30 75.0 30 60.0 36 75.0 36 55.4 CUWCI'T1ESV)S® 96 42 7L3 96 42 49.4P(Y�BTYGi,UmN)m)T)A 48 610 48 45.0 D0�8 r 3�� 54 60.3 54 417 Deto V so 56.7 60 39.3 66 54.0 66 37.4 q Product ANCHORGUANTIM(PER CUP END) Robad J.Amonm4,P.E. SUBSIMTE ANCHOR MIN.QUANDP! FIc*W P.E.No.49782 CONCRETE CONCRETE SCREW 4 ,,,ii{IIilEPP4j7 MASONRY(CMU BLOCK) CONCRETE SCREW 4 ��,, J ES 14i,�i. WOOD WOOD OR TAPPING SCREW 6 `O�Q��GENB !". i i LSM k6 TAPPING SCREW 6 �� NO 49752• `r0g 6063 I75K TAPPINGSCREW 6 0A346"THICK ASTM A-GS3, TAPPING SCREW 6 '00-0- c' $TTF 33 KSI(STEEL STUDS) ,� *6 AN SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. , S NA E 2)ANCHOR FOR EACH SNa��,,•�` 1" HORIZONTAL REINFORCED MULLION IN BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION R` a A TRANSOM OVER A MULTI-WIDE CD w MULLION TABLE 72A-WOOD SCREWS&CONCRETE SCREWS/CONCRETE MULLION TABLE 728-CONCRETE SCREWS/MASONRY(CMU BLOCK) a CONFIGURATION (HORIZONTAL3-WAY SPAN-1"ALUMINUM REINFORCING MULLION W/REINFORCEMENU (HORIZONTAL 3-WAY SPAN-1"AWMI NUM REINFORCING MULLION W/RUNFORCEMENFl MULL LOAD MULL LOAD MULL LOAD MULL IOAD MULL LOAD MUII IOAD OP(PST) DP(PSFl DP O'SFl DP(PST) DP(PSFl DP(PST) '� W m I--- MULLION SPAN --I SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH � �LL �N 24 75.0 24 75A 24 552 24 75A 24 67.2 24 382 O e W tV GLAZING 30 75.0 30 75A 30 52.1 30 75A 30 63.1 30 361 W UOU11 t�„v a W I?y PRODUCT 36 75A 36 75A 36 495 36 75.0 36 598 36 34-4 Q W LU Q }- 42 75A 42 75A 42 47A 42 75A 42 64.9 42 328 0_ V 48 48 75A 78 48 75A 108 48 45S 48 48 75A 7R 48 59.5 108 48 315 GLAZING GLAZING 54 75.0 S4 750 54 51.4 54 75A 54 $5.3 54 35.6 m a 2 PFK7DUCT PRODUCT 60 75A 60 75A 60 47.9 60 75A 60 52.0 ED 332 @ L � 75A 66 713 66 45.1 66 75A 66 49.3 66 312 72 75A 72 682 72 42.7 72 75.0 72 47.2 77 795 24 75A 24 75A 24 SO2 24 75A 24 592 24 34.11 y 30 75.0 30 75A 30 475 30 75A 30 55.6 30 329 n O 36 75A 36 75A 36 45.1 36 75A 36 SZ.7 36 312 1119 mW�p a gj LOAD WIDTH=W7+W2 42 75.0 42 75.0 42 43.2 42 7SA 42 588 42 299 a s 2 54 48 7SA 84 48 75A 114 48 415 54 48 75.0 84 48 538 114 48 288 ~ 8 54 75A 54 72.1 54 40.1 54 75.0 54 49.9 54 278 60 75A 60 67.6 6D 44.6 60 75A 60 468 60 30A 0 66 75A 66 64.0 66 419 66 75.0 66 443 66 29.0 P fR�U-dillp's 72 75A 72 61A 72 39b 72 75A 72 422 72 27A "?24 75.0 24 7SA 24 459 24 758 24 525 24 318 IL O30 75A 30 713 30 43A 30 75A 30 49A 30 301 O Z �W36 75.0 36 67b 36 413 36 7&0 36 46.8 36 28b 8Q42 75A 42 647 42 39.6 42 75.0 42 44A 42 27A :sO560 48 75A 90 48 70.9 120 48 38.0 GO 48 75.0 90 48 491 120 48 263 W W54 75.0 54 658368 54 75.0 54 45.4 54 25.4 a4.60 75.0 EO 61.4 6O 415 GD 75.0 60 42.52 75A 66 SILO 6639.1 66 7340.2 66 ETA 75.0 72 55.7 72 369 72 71.7 71 38.2 024 7SA 24 678 N61.2 24 47A 0O30 75A 30 638 30 44.2 35 75A 36 6Db 36 41.9 42 75A 42 $79 42 40.1 Sr. 48 75A 96 48 65.0 66 96 48 45.0 54 75A 54 60.1 54 41.6 PROD=REMD, W 75A 60 562 60 389 a eamI yinsmil(L1601�de 66 75A 66 53.0 66 36.7 B4Rd418 cob '/♦� R 75A 72 503 72 34.8 N4 {/(,,. Dflt4 ft 72 24 75.0 102 24 61.0 72 24 75A 102 24 422 J BY 30 75A 30 575 31) 723 30 398 Mimof Prod44t ANCHOR QUANTITIES(PER CLIP END) 35 754 1 36 S4.6 36 75.0 36 37.8 SUBSTRATE ANCHOR MIN.QUANTRY 42 75.0 42 522 42 723 42 362 48 75A 48 S02 48 665 48 348 Rubm1J.A P.E.No.4 P.E. CONCRETE CONCRETE SCREW 4 7SA 54 55.4 54 61.9 54 39A Tlodtl4 .No.49762 MASON"(CMU BLOCK) CONCRETE SCREW 4• • • • FS.O 60 518 60 5&4 60 35.8 • • ♦ It \\\l\\It//// WOOD WOOD ORT/1PPING SCREW • •6• •• 66 5.0 65 4&7 66 558 66 _33.7 ♦♦♦♦ , MES 'I!�� 11r THICK • • • 72 7SA 72 462 72 533 72 32A ♦♦ �I ASTM A-36 IAPPING SCREW a s • • ••• •• ♦,��•• C E NSF••��I,i •• e�: NO 49762 �%0-. 1ICK TAPPING SCREW fi 6063- *: ��L� 6063 TS OA346"THIQ ASTM A-653, • !a: 33 KSI(STEELSTUDS) TAPPING SCREW • 06 • • ••• ••• : o O 1 STA O iuuT 1)SEE ANCHOR SCHEDULE FOR FASTENER RE MARM • a•• a•: • • •• �i�Cr"•+�O R VD N�♦♦` 2)ANCHOR QUANTITIES ARE FOR EACH CUP END_ • • • • • s• • ��S i 6♦♦♦ • ••• • •• �seiS�ONAVtiC,♦e♦ • ••0 • • •0• • • • 1"VERTICAL REINFORCED DAUI-LION IN A BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION a 4-WAY MULTI-WIDE, MULTI-I;I�Fie . 00 .••• tIULLIOyTADLF •WODDSOtEW58CONCREIESUIEWS/CONCtOTE MULLION TABLE 6.18-CONCRETESCREWS/MASONRY(CMU BLOCK) CONFIGURATION •..• 0 9 0• (YERTICALV-WAYS0041'Auminum Rdnf=Ing Mull w/Relnfcrce-1) IVTRTLCAL+WAYSPAN-1•Aluminum Rd frelng Mull w/Relnf-veer) 4 •••MIRI• LOAD q •MULL LOAD MULL LOAD MULL LOAD MULL LOAD MULL LOAD W U O SPAN WIDTH vl-) SPAN WIDTH DP IPSF) SPAN WIDTH DP�PSFl SPAN WIDTH DP 115Fl SPAN WIDTH DP IPSF) SPAN WIDTH OP(PSf) LL w W1 W2 24 75.0 24 75.0 24 75.0 29 75.0 24 75.0 24 75.0 U o D.W •• • • • V. • 75.0 3D 75.0 30 75.0 30 75.0 30 7&0 30 64.0 W LUM g • ••• • • +15.0 36 75.0 36 75.0 36 75.0 36 75.0 36 55.4 Q W dl O • • • • :• 7�b 42 75.0 42 71.3 42 75.0 42 75.0 42 49.4 GLAZING GL/12Q40 •' • ' • •48 75. 66 48 75.0 96 48 65.0 36 48 75.0 66 48 75.0 96 46 45.0 PRODUCT PRODUCT ' • • • • 9(110 54 75.0 54 60.3 54 750 54 73.8 54 41.7 m un) W 75.0 60 754 60 56.7 60 75.0 60 72.0 60 391 z 66 75.0 66 75A 66 54.0 66 75.0 66 nA 66 37.4 3 n 75.0 n 75A n 524 n 75.0 72 n.4 n 36.0 Q GtAZHtG GLAZING 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 72.0 a Ln LL PRODUCT PRODUCT 30 75.0 30 75.0 30 7" 30 75.0 30 75.0 30 59.6 d O 36 75.0 36 75.0 36 74.3 36 75.0 36 75.0 36 51.4 y 1 42 7S0 42 75.0 42 66.0 42 75.0 42 72.6 42 45.7 O mW 42 48 75.0 72 48 7S.0 102 48 60.0 42 48 75.0 n 48 67.5 102 48 415 r LOAD WIDTH=W1+W2 54 75.0 54 75.0 54 55.5 54 75.0 54 644 S4 36.4 Z j 2 6D 75.0 Go 73.0 60 52.0 60 75.0 60 61.7 60 36A F �> 66 710 66 750 66 493 66 710 66 60.4 66 343 W N ay H m n 754 n 7S.0 n 47.3 72 75.0 n 600 n 32.7 OC Z LL K Z 24 75.0 24 75.0 24 75.0 24 75.0 24 750 24 675 Z 5 ru 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 55.7 36 75.0 36 75.0 36 693 36 75.0 36 n.0 36 410 A 42 75.0 42 75A 42 61S 42 75.0 42 65.0 42 42.6 o A y! 48 75.0 78 48 75.0 108 48 55.7 48 48 750 78 48 60.0 108 48 316 UJI 54 750 54 75.0 S4 SIA 54 75.0 54 565 S4 356 60 T50 60 750 410 60 75.0 60 54.0 60 33.2 66 75.0 66 75.0 66 45.4 66 754 66 524 66 314 M n 750 n 74.3 n 433 n 75.0 n 514 n 30.0 24 75.0 24 75.0 24 75.0 24 75.0 7A 75.0 24 63S U3 $ 30 75.0 30 7S.0 30 75.0 30 75.0 30 75.0 30 514 m $ R 36 75.0 36 75.0 36 654 36 75.0 36 655 36 4S.0 42 75.0 42 7S.0 42 57S 42 750 42 518 42 39.8 54 48 75.0 97 49 7S.0 114 48 520 54 48 75.0 94 48 S4.0 114 48 36.0 54 75.0 S4 73.0 54 a7.a 54 75.0 54 50.5 54 33.1 PRODUCTIREMD 60 75.0 60 69.3 60 44.6 W 75.0 60 410 60 309 Be COMPI WTRI tbo Flows 66 750 66 66.7 66 42.0 66 75.0 GG 46.2 66 29.1 Na n no n 650 n 400 n 75.0 n 45.0 n 27.7 D 6o 24 75.0 90 24 750 120 24 7S.0 60 24 75.0 90 24 750 120 24 60.0 30 750 3D 75.0 30 713 3D 75.0 30 69.1 m 49.4 PTo4ueL I ANCHOR QUANTITIES IPER CLIPS 1D) 36 75-0 36 750 36 612 36 75.0 36 60.0 36 424 SUBSTRATE ANCHOR MIN.QUARIM 42 750 42 750 42 54A U75.0 42 53.7 42 37.4 754 48 709 48 48$ 48 411 49 33.9 1 a Amonlso.P.E. tONCREfE CONCRETE SCREW 4 FloNpa P.E.No.48742 MASONRY(CMU BLOCK) CONCRETESCREW 475.0 54 66.0 54 44.7 54 457 54 3L0WOOD WOOD ORTAPM14G SCREW 6 75A 6D 624 60 4L6 60 43.2 66 28.8 '0111111118" 66 750 66 s9.7 65 39.1 66 413 66 27.1 ••• J E$dIM THICK n 750 n 57.8 n 37.1 n 400 n 257 .` ASTM A-36 TAPPING SCREW 6 4,O��Q�•��CE)ys� I. 1/8•THICK TAPPING SCREW 6 IVO 48752 D4346'THICK ASTM A-BS3. TAPPINGSCREW 6 �� 33 KSI(STEELSTUTIS) 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. %O�.••� 7S/�II 2)ANCHOR QUANTITIES ARE FOR EACH CUP END. "NALP,�`?,, 1" VERTICAL REINFORCED MULLION IN A BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION 4-WAY MULTI-WIDE, MULTI-HIGH Q a MULLION TABLESIA-WOODSCREWS&CONCRETESCREWS/CONCRETE MULLION TABLE 818-CONCRETESCREWS/M4SONRY(CIAO BLOCK) W CONFIGURATION IYERTICAL4-WAY SPAN--1'AluMnum Pdnfurdng Mull w{Rdrlfnrtened) 1VERTICAL4-WAYSPAN-1'AluMnum Reinforcing Mull w/Relnbrce M) dq MULL LOAD MULL LOADMULL LOAD MULL LOAD MULL LOAD MULL LOAD V W U �I SPAN WIDTH DP(PST) SPAN WIDTH DP(PSS SPAN WIDTH OPIISF) SPAY WIDTH DP(1`11) SPAN WIDTH DP(-) SPAN WIDTH DP IPS% m W1 W2 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 L o a W 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 64.0 61 m g T 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 SSA <W 42 75.0 42 75.0 42 71.3 42 75.0 42 75.0 42 49.4 d ? U GLAZING GLAZING 36 48 75.0 66 48 75.0 95 , 48 65.0 36 46 75.0 66 48 75.0 96 48 45.0 Q 4RiODUOT PRODUCT 54 75.0 54 75.0 54 60.3 54 75.0 54 73.8 54 41.7 m 4 D' 60 75.0 60 75.0 6D 56.7 W 75.0 60 72.0 60 39.3 N O 65 75.0 66 75.0 66 54.0 66 75.0 66 71.4 66 37.4 I n 75.0 7z 750 72 SLO n 75.0 n 714 72 36.0CRAZING O�g4G 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 n.0 mPRODUCT 30 7s.0 30 75.0 3D 75.0 30 75.0 30 75.0 � 59.s 36 7S.0 36 75.0 36 74.3 36 75.0 36 75.0 36 514 a642 750 42 75.0 42 66.0 42 75.0 42 n.6 42 45.7 42 48 75.0 n48 75.0 102 48 60.0 42 48 75.0 72 48 675 2D2 48 41S54 71Q 54 75.0 54 55.5 54 75.0 54 64.0 S4 38.4 LOAD WIDTH=1N1 YW2 60 75.0 60 52.0 60 75.0 60 617 6D 36.0 66 710 66 49.3 66 710 66 60.4 66 34.2 A w n 75.0 n 47.3 n75.0 72 60.0 n 32.7 LL2a 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 67.5 'Ez30 75.0 75.0 30 75.0 3D 75.D 30 75.0 30 55.7 36 75.0 36 75.0 36 693 36 75.0 36 720 36 48.042 75.0 42 75.0 @ 615 42 75.0 42 65.0 42 42.6 o O. Jill48 48 75.0 78 48 75.0 108 48 55.7 48 48 7S.0 78 48 60.0 1.08 48 311.6 � � 54 75.0 S4 75.0 54 514 54 75.0 54 S6S 54 35.6 W 75.0 60 75.0 W 48.0 60 75.0 s0 54.0 60 33.2 66 75.0 66 75.0 65 45.4 66 75.0 66 S2.4 66 3L4 M 72 75.0 n 743 72 43.3 n 75.0 72 51.4 72 30.0 24 75D 24 75.0 24 75.0 24 75.0 74 75.0 24 615 30 75.0 30 75.0 30 75.0 30 71O 30 75.0 30 514 m g 36 75.0 - 36 75.0 36 65.0 36 75.0 36 65.5 36 45.0 42 75.0 42 75.0 42 575 42 75.0 42 58.8 42 39.8 ri 54 49 7SA 84 48 75.0 114 49 52.0 54 48 75.0 84 48 54.0 114 48 36.0 54 75.0 54 73.0 54 47.8 54 75.0 54 SOS 54 33.1 6D 75A 60 69.3 an 44.6 60 75.0 s0 4&0 60 3M9 �ODIJC7'Rwhh am comply7a8 ait1401e hYorWa 66 75A 65 66.7 66 42.0 66 75A 66 463 66 29.1 113 W 75.0 n fi5.0 n 40A n 75.0 72 410 n 27.7AmccIllsa60 24 710 90 24 710 1241 24 710 s0 24 75.0 90 24 710 ]20 24 60.0 30 75.0 30 75.0 30 713 30 75.0 30 691 30 49.4 By ANCHOR QUANTITIES(PER CLP END) 35 75.0 36 75.0 36 612 36 75.0 35 60.0 36 42.4 6UBSTRA'm ANCHOR MIN.QUANTITY 42 75.0 42 75.0 42 54.0 42 75.0 42 53.7 42 37A CONCRETE CONCRETE SCREW 4 48 75.0 48 70.9 48 48.8 48 75.0 48 49.1 48 33.8 Robed P 7s1 MASONRY(CMU BLOCK) CONCRETE SCREW 4 • 75.0 54 66.0 54 44.7 54 710 54 45.7 54 310 60 115.0 60 62.4 60 416 60 75.0 6O 432 s0 28.8 WOOD WOOD OR TAPPING SCREW • •6 • • • • g41141!!p 7/B'7HICK • • • •• 66 A 66 59.7 66 39.1 75.0 66 413 66 27.1 �f,51� E8 ee4j,,�_I_4�, ASTM A-36 TAPPING SCREW • :•: • • n 75.0 n 57.8 n 37.1 n 710 n �.0 n 25.7 ��+�.�, Lw THICK TAPPINGSCREW •• 6 Q',' No 49752 6063-TS _ 0A346'THICK ASTM A-653, ' 33 K51(STEEL STUDS) TAPPINGSCREW 6 • • •• ••• ••• ' DULE TOR FASTENER • • e • • �� STATE O ��l/1)SEE , 2)ANCHORITIQUANTIEES ARE FOR EACIREMFiITS.UP END. s•� • o•a • •i •• P��io�tCS I"VERTICAL UNREINF. & REINF. MULLION FIN_ FRAME(CLIP V984356N984357)INSTALLATION MULTI-WIDE CONFIGUM--nOM .; • •� • • MULLANTABLEIIA MLALIONTABLE98 • • •.• ' • • • • • (v;1&9SPAN-VAIumi Relnf_InS wI) WEBOCAL SPAN-1•Auminum WnfmNng Mull wftlnforte ) • Ims, WT W2--jMull• LOAD • •MULL LOAD oP IPSF) 'IAL LOAD Op IPSP) MULL LOAD pp IPSF) MULL LOAD DP(PSF) MULL LOAD DP(PSFI u1m g �� • • ••• •T.FI WID DP IPY') •SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH 5F�lu LOAD WIDTH=W1+W2 2 24 751) 24 7S.0 24 75.0 24_ 75.0 24 75.0 74 75.0 1- O a F 30 75.0 30 75.0 3D 75.0 30 75.0 30 75.0 SO 7S.0 W o o.w GLAZING GLAZING 36 75.0 36 75.0 36 7S.0 35 75.0 36 75.0 36 75.0 PRODUCTPRODUCT •" • •'• •'• 'A1• ow 42 75.0 42 75.0 42 75.0 42 Mo 42 751) Q W z • ••• • 0 60 48 75.0 96 48 7L1 29 75.0 60 48 75.0 9b 48 75.0 O. 'L= U O • •24• 7f t ; • • •• • 57 54 710 54 65.0 54 7i0 S4 75.0 54 75.0 'D •• • • '.' ; ; •4 791D EO 73.0 60 60.4 6o 75.0 60 75.0 W 75.0 m a 1A 66 73.0 66 57.0 65. 75.0 66 75.0 66 75 00 72 75.0 T2 75.0 72 54.3 72 75.0 72 MD 72 75.0 LN no 24 7i0 24 75.0 24 750 24 75.0 24 75.0 75.0 30 75.0 30 75.0 30 7SA 75.0 30 75.0 yV1 ..I„ _I 75.0 36 7i0 36 75.0 36 no 36 75.0 75D E� 0 75.0 42 7S.o 42 65.6 42 75.0 4z 75.0 42 75.0 .o, o LU30 75.0 66 48 7S.0 102 48 S&6 30 48 73.0 66 48 75.0 102 48 75.0_ 751) 54 75,0 54 53.4 54 7i0 54 75.0 54 75.0PRODUCT PRODUCT GLAZING GLAZING 73.0 60 73.0 49.4 60 75.0 60 7i0 60 75.0 66 73.0 66 73.0 66 46.4 66 F.0 65 75.0 66 71.4 z m 72 75.0 72 710 72 44.0 72 75.0 72 75.0 72 67.8 O ui 24 75A 24 75.o 24 75.0 24 75.0 m 75.0 24 no l- F �UWL g KN ILL Z 30 7io 30 7i0 30 74.4 30 710 3o 75.0 3D 75.0 Q F z z L 36 75.0 36 Ni0 36 62.9 36 75,0 36 75.0 3G 7S.0 4 Z g Sy m 42 73.0 42 73.0 42 S4.8 42 75.0 42 75.0 42 75.0 0. W ■ ! 36 49 75.0 72 48 75.0 log 48 4&9 36 48 75A 72 48 75.0 108 48 73.0 V 54 75.0 54 75.0 54 44.4 S4 75.0 S4 75.0 S4 68.4 S LU e ? 60 75,0 60 75,0 6o 4L0 60 75.0 60 75.0 6D 63.1 N �6 TABLE IA ANCHORLIUANTIlIES(PER CLIP END) D, y 66 75.0 66 73.0 66 38.3 66 75.0 73.0 66 59A SUBSTRATE ANCHOR MW.QUANTITY 72 710 72 7S.0 72 36.2 72 no 72 75.0 72 S5.7 s nl WOOD WOOD OR TAPPING SCREW 4 24 75.0 24 Mo 24 751) 24 75.0 24 75.0 24 73.0 30 75.0 30 75.0 30 63.1 30 75.0 30 75.0 3D 73.0 1/8"THICK 36 73.0 36 75.0 36 53.2 36 75.0 36 75.0 36 75.0 z ASTM A-36 TAPPING SCREW 3 42 75,0 42 75.0 42 463 42 75.0 42 75.0 42 7L3 1�" 42 48 75.0 AL 48 75.0 114 48 4L2 42 48 7i0 78 48 7i0 114 48 63.4 B B E 606345 THICK TAPPING SCREW 7 54 75.0 54 75.0 54 37.4 54 75.0 54 710 54 57.5 60 75.0 60 75A fi0 34.4 W 75,0 60 75.0 TA SZ9 0.0346"THICK ASTM 65 75.0 66 75.0 66 320 66 75.0 66 75.0 66 49.3 653,33 KSI(STEEL TAPPINGSCREW 9 72 75.0 72 Ti0 72 30.2 72 75A 72 75.0 72 485 OD11C1'RBVIBI� STUDS) 24 73.0 24 75.0 24 66.8 74 73.0 24 7S.0 24 75.0 1)SEE ANCHOR SCHEDULE FOR FASTENERREQLBREMEMS. 30 73.0 30 75.0 30 539 30 75.0 30 75.0 30 75.036 toevitbt>ml�mlda 2)ANCHOR QLIAMI11E5 ARE FOR EACH CUP END. 7i0 36 75.0 36 455 36 7i0 36 75.0 36 70.0 Ngo 5 �x 42 7i0 42 73.0 42 395 42 7i0 42 75.0 42 60.8 48 48 75.0 84 48 75.0 120 48 35.1 48 48 7S.0 84 48 7S.0 120 48 S4.0 y TABLE IB ANCHOR QUANTITIES(PER CLIP END) 54 75.0 54 75.0 54 317 54 7S.0 S4 75.0 54 489 ProdUct oAT I SUBSTRATE ANCHOR MB4.QUANTITY m 75.0 60 75.0 6D 29A 60 75.0 60 75.0 6D 44.9 66 75.0 66 75.0 fib 27.1 66 75.0 66 75.0 66 4L7 �tl .P.E. WOOD WOOD OR TAPPING SCREW 5 72 MID 72 75.0 72 2&5 72 MO 72 75.0 72 39.2 FWWe P.E.ND.49752 24 75.0 24 75.0 24 no 24 75.0 1/8°THICK 30 75.0 30 no 73.0 30 75.0 11111/110 ASTM A-36 TAPPING SCREW 4 36 75.0 36 73.0 36 75.0 36 75.0 �.�x"1112111110 ASTM !to, 1/8"THICK TAPPING SCREW 9 42 75.0 42 73.0 42 7i0 42 75.0 44% . �.GEAg f • 6063-15 54 48 75.0 90 48 75.0 54 48 75.0 90 48 75.0 �.p,•• F'•;•r/�.,� 0.0346"THICKASTM 54 75.0 S4 75.0 54 75.0 54 75.0 Z @0 No 40752 %O- 6o 73.0 60 7i0 6o 75.0 60 75.0 +*"STAE �{r 553,33KSI(STEEL TAPPINGSCREW NOT RECOMMENDED 66 75.0 66 7L2 66 75.0 66 75.0 �_.O STUDS) 72 75A 72 6&3 72 75.0 72 75.0 jl •a 1)SEE ANCHOR SCHEDULE FOR FATTENER REQLRREMEIM v,OQ,.•�t�e 2)ANCHOR QUANTITIES ARE FOR EACH CUP END. ��5`C T)R 119•••G,��,� ��ip/0NAL N�O� 1" HORIZONTAL REINFORCED MULLION BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION � & IN A 4-WAY MULTI-WIDE, MULTI-HIGH s a MULLKIN TABLE82A•WOODSCREWS&CONCRETES[RflNS/CONCRETE MULLM)N TABLE82B-CIXtICREIE SCREWS/NU150NRY(CMU BLOCK) CONFIGURATION (HORIZONTAL4-WAY SPAN-1°Almnlu m Rdrdaclng Mull w/RelnfmcmromQ 1HKIRIZONFAL4-WAY SPAN-I•AuTnI um Reldweing Mull w/Rdnfmcmenq `r i W V O MULL LOAD MULL LORD MULL LOAD MULL LOAD MULL LOAD MULL LOAD qE ami. 5 SPAN WIDTH OF(PSF) SPAN WIDTH DP(PSF) SPAN WIDTH DP(PSF) SPAN WIDTH UP(PSF) SPAN WIDTH DP(�) SPAN WIDTH DP(PSF) VA O o w 24 75.0 24 75.0 24 75.6 24 750 24 75.0 24 75.0 UJ I►-MULLION SPAN 30 75.0 75.0 30 75.0 30 75.0 30 75.0 30 64.0 Q m 0 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 55.4 d N GLAZING GLAZING 36 42 75.0 66 42 75.0 96 42 7L3 35 42 75.0 66 42 75.0 96 42 49.4 ?� PRODucr PRODUCT 48 /5.0 48 75.0 48 65.0 48 7&0 48 75.0 48 45.0 m 54 75.0 54 75A 54 6A3 54 75.0 54 73.8 54 417 60 75.0 60 75.0 60 515.7 60 75.0 60 72.0 60 39.3 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 72.0 GLAZING CT �� 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 59.6 f 36 75.0 36 75.0 36 74.3 36 75.0 36 75.0 36 SM m m j N 42 42 75.0 72 42 75.0 102 42 66.0 42 42 75.0 72 42 72.6 102 42 45.7 z W 48 75.0 49 75.0 49 �0 48 75.0 48 675 48 415 0 a 54 75.0 54 75.0 54 55.5 54 75.0 54 64.0 S4 3&4 LOAD WIDTH=W1+W2 zz S J 60 75.0 60 75.0 ED 52.0 60 75.0 60 61.7 60 36.0 2 r42 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 67.5 Q W N g� < cj-D' 00 75.0 30 75.0 30 75.0 30 75.0 30 75.0 3D 55.7 O�1-0 z 2 z 3 75.0 36 75.0 36 69a 36 750 36 72.0 48.0 it z Q & 48 75.6 78 42 75.0 108 42 615 48 42 75.0 78 42 65.0 108 42 42.6 75.0 48 75.0 48 55.7 48 75.0 48 60.0 48 38.6750 54 75.0 54 514 57 75.0 54 56.5 54 35.6 7S.0 60 75.0 60 4&0 60 75.0 60 54.0 60 33.2 D �w 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 63.5 1 y 8 30 75.0 30 75.D 30 75.0 30 75.0 30 750 30 524 r L 36 75.0 36 75.0 35 65.0 36 75.0 36 655 36 45.0 I�+ 54 42 75.0 84 42 75.0 114 42 57.5 S4 42 750 84 42 5&8 114 42 39A 48 75.0 48 75.0 48 52.0 48 75.0 48 54.0 48 MID 54 750 54 73.0 54 47.8 54 75.0 54 56.5 54 33.1 60 75.0 50 69.3 60 44.6 60 75.0 GO 48.0 60 30.9 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 6D0 30 75.0 30 75.0 30 713 30 75.0 30 69.1 30 49.4 RODUCrREMD 36 75.0 36 75.0 36 69.3 36 75.0 36 610 35 4&D `althe t°nda Ins Cla* 60 42 75.0 90 42 75.0 120 42 54.o 60 42 7S0 90 42 53.7 120 42 37.4 m �, 48 75.0 48 70.9 48 489 48 75.0 48 49.1 48 33.8 DM �9 54 75.0 54 65.D 54 44.7 54 75.0 54 45.7 S4 3LO I ANCHOR QUANTITIES(PER CLIP END) 60 75.0 60 624 60 4L6 60 75.0 6D 43.2 60 288 Um SUBSTRATE ANCHOR MIN.QUANTITY PoWd J. CONCRETE CONCRETE SCREW 4 FWM P.E.Nm 8 62 MASONRY(CMU BLOCK) CONCREFE SCREW • •4• • f f•+ f•• WOOD WOOD OR TAPPING SCREW f6• • • •• • • p11U111/• • • •• • ��eQ�jpREEB. THICK • i6 i • • • • • ••• ,��44.•�\C NSI�•.;�(i,�i ASTM A-36 TAPPING SCREW f • f f• ••• No 49752 NO 1063-75 TAPPINGSCRFW 6 *• I� 0.03461 THICK ASTM A-653, ••• • (71,'.k�TATOFTAPPINGSCIIFW f •6 • • > • • 14fJ33 KSI(S7EELSTUDS) • � �••.A, 1)SEE ANCHOR SCHEDULE FOR FASTENER IIEQUIREMiNTy ••• • • • • •• ilns.`OR 10-*N sN 2)ANCHOR QUANTITIES ,,ARE FOR EACH CUP END. f • • • • • •`• • •e f °\i�soSlO..... �� • . ... 1" HORIZONTAL UNREINRA REINF. MULLION FIN FRAME(CLIP V984356N984357)INSTALLATION MULTI-HIGH CONFIGURA I - w�; W . 0 $ • •EKII TA%E l0A MULLION TABLE 1p9 � � • • • • •O;ORIZONAaL PAN-h'Muminum Relnfotcing Mull) (HORIZONTALSPAN-1'Nurdnum Reinforcing Mull w/Reinforcement) MULL LOAD • •101A .LOAD MIRL LOAD MULL LOAD MULL LOAD MALL LOAD MULLION SPAN DP(PSF) DP(PSF) DP(PSF) OP(PSF) DP(PSF) DP(PSF) 4t =POi SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 W OF o a �v PRODUCT •'GLAZING • •X�30" • 7'•6 • • 30 _ 75.0 30 75.0 30 75.0 30 75.0 30 75.0 -3 o U9 g 5 •• :•: �u• _ 'Q• • 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 a = rn •,• : 912 • 75-6 72 42 75.0 42 75.0 48 42 75.0 72 42 75.0 96 42 75.0 GLAZING • 48 0 0 48 75.0 48 71.1 48 75.0 48 75.0 48 75.0 PRODUCT 54 750 54 75.0 54 65.0 54 75.0 54 750 54 75.0 00 Rr a L 60 75.0 60 75.0 60 0.4 W 75.0 60 750 60 75.0 66 75.0 66 75.0 66 56.9 66 75.0 66 750 66 75.0 C 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 d pp o 0 30 75.0 30 75.0 30 75.0 30 75.0 30 75 0 30 75.0 w17 y O 36 75.0 36 75.0 36 75.0 35 7S.0 36 75.0 35 75.0 a r LOAD WIDTH=W1+W2 of 42 75.0 42 75.0 42 65.5 42 75.0 42 75.0 42 75.0 2 54 48 750 78 48 7S.0 102 48 MIS 54 49 75.0 78 48 75.0 102 48 75.0 54 75 0 54 75A 54 53.4 54 75.0 54 75 0 54 75 0 Z 60 7S.0 60 75.0 so 49.4 60 75.0 60 75.0 60 75.0 66 75.0 66 75.0 66 46.4 66 750 66 75.0 66 71.4 F will N g F m 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 j F g z� Z 30 75.0 30 75.0 30 74.4 30 7s.0 30 750 30 75.0 rA W g TABLE2AANCMCMNTTRM(PLRCLIPEND) 36 750 36 75.0 36 629 750 36 75.0 36 750 v3 a6 � 42 75.0 42 75.0 42 %a 42 75.0 42 75.0 42 75.0 d SUBSTRATE AfXHDR MI&QUANTIIY 60 64 108 W 84 108 Id S q 48 750 48 75.0 48 48.9 48 750 48 75.0 48 75.0 N 0 WOOD WOOD ORTAPPING SCREW 4 54 75.0 54 75.0 54 44.4 54 75.0 54 75.0 54 6&4 IL y/6..�� 60 75.0 60 75.0 60 4LO 60 75.0 60 75.0 60 63.1 0 ASTM A36 rAPPINGSCREW 3 66 750 66 75.0 66 3&3 66 750 66 75.0 66 59.0 m W 1/8•TIOCK TAPPINGSCREW 7 24 75.0 24 75,0 24 750 24 75.0 24 75.0 24 75.0 Rn 6063.75 19 30 750 30 75.0 30 63.1 30 75:0 30 75.0 30 75.0 $$ OXG46°THICK ASTM 36 75.0 36 75.0 36 53.2 36 750 36 7S.0 36 75.0 �LL 2 653'33 RSI(STEEL TAPPINGSCREW 9 42 75.0 42 75.0 42 46.3 42 75.0 42 7S.0 42 713 STUDS) 66 40 114 66 90 114 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUIRE MOM 48 75.0 48 75.0 48 4L2 48 75.0 48 75.0 48 63.4 2)ANCHOR QU ANIITIES ARE FOR EACH CUP END. `54 75.0 54 75.0 S4 37.4 54 75.0 54 7S.0 54 57.5 60 75.0 60 75.0 60 34.4 60 75.0 60 75.0 60 52.9 TABLE 20ANCHORQUANTIRES(PER CLIP END) 66 750 66 7L1 66 310 66 75.0 66 75.0 66 49.3 amFwda SUBSTRATE ANCHOR MIN.QUANTITY 24 66.8 24 75.0 Codd �-02 o I� 30 S3.9 30 75.0 Q L WOOD WOOD OR TAPPING SCREW 536 $$.4 36 700 13�D '' 1 1/B•THnOI 42 395 120 42 60.8 ASTMA36 TAPPINGSCREW 4 12049 35.1 48 54.0 1/R•THICK TAPPINGSCREW 9 54 3L7 S4 409 6063-15 Robert J.Amaueo.P.E. 60 29.1 W 44.7 9 Florida P.E.No.49762 0. 6'THRCKASTMA 66 66 4L ,,,,11111E/EEEE♦, 034653.33 K51(STEEL TAPPINGSCREW NOTIRCOMMENDED 27•1 ' SSTUDS) NS SEE ANCHOR SCHEOUE FOR FASTENER REQUIREMENM �ES I ��T4.•V\C6AIylF 0wk� 2)ANCHOR QUANTITIES ARE FOR EACH CUP END. Qb:• No 48752 1. ' sT STATE / W i FS O R 101�;��,+� �i,��S f�NAI fcN��• 1 D VERTICAL UNREINF. & REINF. MULLION IN A TRANSOM OVER A FIN FRAME(CLIP V984356N984357)INSTALLATION MULTI-WIDE CONFIGURATIOU MULLION TABLE 11.1A MULLION TABLE 11.18 (VERTICALSPAN-1°Alurninum Reinforcing Mul l) (VERTICALSPAN-1'Aluminum Reinforcing Mull w/Reinforcement) a wm MULLtoMULL LOAD MULL LOAD MULL LOAD MULL LOAD MULL LOAD 1-- O GLAZING DP(PSF') DP(PSF) DP(PSF) DP(PSF) DP(PSF) W F d PRODUCT SPAN SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH .7 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 2 q 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 D- jQ v z 36 75.0 36 75.0 36 75.0 36 75.0 35 /5.0 GLAZING GLAZING m QPRODUCT PRODUCT 42 75.0 42 75.0 42 75.0 42 75.0 42 75.024 48 75.0 48 72 48 75.0 24 48 75.0 48 75.0 48 72 48 75.0 54 75.0 54 75.0 54 75.0 54 75.0 54 7S.0 Wf�_yy2� 60 75.0 60 75.0 60 75.0 60 75.0 60 75.0 60 750 Q M � 66 75.0 66 75.0 66 75.0 66 75.0 66 no 66 75.0 -� 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 n 'w LOAD WIDTH=W1+1N2 30 75.0 30 75.0 30 75.0 30 7S.0 30 75.0 30 75.0 O 2 36 7S.0 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 1 F $ 42 75.0 r�6 75.0 42 75.0 42 75.0 42 75.0 42 75.030 54 79 - -� 48 75 0 75.0 48 75.0 49 7S.0 48 75.0 48 75.0 30 54 78 C{- J 54 75.0 75.0 54 75.0 54 75.0 54 7S.0 54 75.0 QF L W�O vl m 60 75.0 75.0 60 75.0 60 75.0 Go 75.0 Go 75.0 DL�DwC- �y aI Z 66 75.0 6 75.0 66 75.0 66 75.0 65 75.0 66 75.0 Q Z g r$ 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 O TABLE3.1AANCKORQWlNTME9(PEBCLD END) LL 30 75.0 75A 30 75.0 30 75.0 30 75.0 30 75.0 O S LU= 10 SIflt41RA7E ANGOR M,QUANTRY 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 kz };i8 WOOD WOODORTAPPIHGSLREW 4 42 75.0 42 75.0 42 75.0 42 75.0 42 75.0 42 75.0 9L ,y0 BLr gg 1/B•tHil3f 36 60 84 - 36 60 84 48 75.0 48 75.0 48 75.0 48 7S.0 48 75.0 48 75.0 W b AS7MA36 TMPIKGSCREW 3 54 75.0 54 75.0 S4 75.0 54 75.0 54 75.0 54 75.0 cn 1/R-DHICK TAPPING SCREW 7 60 75.0 60 75.0 60 75.0 60 75.0 60 75.0 60 75.0 �z 606}� 66 75.0 66 75.0 66 75.0 66 75.0 66 75.0 66 75.0 OM46.THICKASTM 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 g GS3,R3KSI mm TAPP1NGSCREW 9 30 75.0 30 75.0 30 75.0 3D 75.0 30 75.0 30 75.0 STMT 1)SEE ANCHOR SCHEDULE FOR FASIENIR REQIRREMENIS 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 21 AMENCRIQUANFITIS ARE FOR EACH CUP ENIX 42 42 75.0 66 42 75.0 90 42 75.0 42 42 75A 66 42 75.0 90 42 75.0 48 75.0 48 75.0 48 75.0 48 75.0 48 75.0 48 75.0 RODUCI REV9W TAB 3AB AKCIM QUAIMM(PER CUP END) 54 75.0 54 7S.0 54 75.0 54 75.0 54 75.0 54 75.0 y�WgyO�p(ed& �WAT9 ANCIM MMLQtD+NOt7 60 75.0 60 75.0 60 75.0 60 75.0 fill 75.0 60 75.0 l WOOD WOOD OR TAPPING SCREW 5 66 75.0 66 75.0 66 7L2 66 75.0 65 75.0 65 75.0 11MD 1/8-TIDCK 24 75.0 24 75.0 AS1b1 X36 TMPINGSCEW 4 30 75.0 30 75.0 Product 1/R'TMCK TAPPINGSCREW 9 36 75.0 36 75.0 I os3.1s 42 75.0 42 75 0 Rolrod J.Amwuoo,RE 02345-TNLCKASIM 95 48 71.1 95 48 E FLarida P.E.No.49752 653,33 KSI(STEEL TMNNG SCRflN NOTIECOM umm • • ••• •• STUIFS7 • • • • • • • • \pi\Ip11 I)SFEAAYIIORSOiEDUIE FOR FASIENDt BEQl11flHNEMS • • • • �•• •• • 6I1 6D.4 60 75.0 54 65.0 54 °,°°•'4 FILMES q•ford, 2)ANCHOR QUAKITES ARE FOR EACH CUP END ••• • • • • • • • • • • • 66 57.0 66 ��'��ENs6�'9G��i ••• • • •• •• ••• •• :QJ No 49762 •p` ••• •• :�'. 3FAT OF :�4�e i i ••� � •• • � �� 4�ths F�OR19C:��o • ® • � • •• ddsS,OMAt1�N°gyp • 1" HORIZONTAL UNREINF. & REINF. FIN FRAME(CLIP V984356N984357)INSTALLATION a MULLION IN ATRANSOM • �F;A .: �; ••• C) a MULTI-WIDE CONFIGURATION ••� ' g ••• •• •• E 11.2A MULLION TABLE 1138 d W O p I- MULLION SPAN -•1 (HORIZONTAL 3.WAY SPAN-1"ALUMINUM REINFORCING MULLION) IHORIZONTAL3-WAY SPAN-1"AluMnum Reinforcing Mullion w/Rmnforcencno GLAZING MULL LOAD MULL LOAO MULL LOAD MULL IDAD MULL LOAD MULL LOAD V O o Q•W DP(PSP) DP IPSP) DP(PSF) DP(PSP) DP(PSP) DP(PSP) W tN PRODUCT •• VAN• W TH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH -T p W • ••• • 24• $4 24 75.0 24 7510 24 7510 24 75A c 24 75.0 a ¢ ,,,ZO • • !§10• '• 30 75.0 30 75A 30 75.0 30 75.0 30 75.0 D- CL 3r O 0 36 A 36 75.0 36 65.6 36 75.0 36 75.0 36 75.0 xx GLAZING GLAZING •' • • 042 0520 • •• 42 75.0 42 57.6 42 7510 42 75.0 42 75.0 m 6 8 PRODUCT PRODUCT 48 48 75.0 78 48 75.0 108 48. 51.7 48 48 75.0 TB 48 75.0 108 49 7SA L 54 7SA 54 75.0 54 47.2 54 7510 54 75D 54 72.6 60 75.0 60 75.0 60 435 60 7510 60 75.0 60 67.0 rj 66 7510 66 75.0 66 i 40.6 66 7510 66 75.0 66 6210 oTas. 72 7510 72 7510 72. 381 72 ZOO 72 7S.0 72 58.6 G� O 24 7510 24 75A 24 7510 24 75.0 24 7510 24 7SA W o O. LOAD WIDTH=W1+W2 30 7510 30 75.0 30 649 30 7510 30 75A 30 7510 �Jp 2 36 7SA 36 75.0 36 55.4 36 75.0 36 7510 36 75.0 42 7510 42 75.0 42_ 48.6 42 7510 42 75.0 42 74.7 Z 54 48 75.0 94 48 75.0 114 48 435 54 48 7510 84 48 75.0 114 48 6710 54 7510 54 7510 54 39.6 54 75.0 SA 7510 54 61.0 F F 10 60 75.0 fi0 7510 W 36.5 60 7510 60 75.0 W 562 D� Z Z TABU 32A ANtlWRQUANTD�(PER CIP END) 66 75.0 66 7SA G6 34.0 66 7510 66 75.0 66 52.3 3 s 72 7510 72 75.0 72 319 72 7510 72 7510 72 49.1 BB SLIBSMTE ANCHOR MIN.QUANiDY }} 8 24 7SA 24 75.0 24 679 24 7510 24 7510 24 7SA V Z� EE WOOD WOOD ORTAPPING SCREW 5 30 750 30 75.0 30 55.4 30 754 30 75.0 30 75.0 IU IMTMCR TAPPING SCREW 4 36 75.0 36 75.0 35 47.1 36 75M 36 75.0 36 72.6 IIYY ASTM 10.36 42 75.0 42 754 42 413 42 754 42 75.0 42 63.6 JUL iff THICK TAPPING SCREW 9 60 48 7510 90 48 75.0 120 48 36.9 60 48 7SA 9D 48 7S.0 120 48 56.9 Ln 6063.75 S4 75.0 54 75.0 S4 33.6 54 7510 54 75.0 54 51.7 in Q 0.0346"THICK ASIA 60 7SA 60 75.0 60 30.9 60 7510 60 7S.0 _ 60 47.6 KLL @R 653,33 RSI WEM TAPPIMSCREW NUH RMUNIAFND® 5710 66 75.0 66 73.8 66 28.8 66 75.0 66 75.0 66 44.3 p 1)SEEANCHDRSCHFDNIIE FOR FASRMR REQUIRTAIFN15. 72 75.0 72 69.6 7Z 2710 72 75.0 72 75.0 72 415 �LLg � 21 ANC HIQUAMmTSAREFORTACICIPDID. 24 75.0 24 75.0 24 75A 24_ 7510 30 75.0 30 7510 30 7510 30 75.0 TABLE32DAUCHOR QUANTITIES IPERCIP END) 36 7510 36 7S.0 36 75.0 36 75M SUBSMTE ANCHOR NIOLQUANTIIY 42 7510 42 75.0 42 75.0 42 7510 66 48_ _7510 96 48 __ 75.0 66 48 7510 96 48 7510 PRODDCI'RBYI3� asHeDmplylnpLY8hlhaPttnidR WOOD WOUDORTAPPINGSCREW 6 94 7510 54 69.1 54 75.0 54 7510 11NdIH8HIgCOd4 INTHIHB TAPPING SCREW S 60 7510 60 63.9 60 7510 60 75.0 ASTM 10.36 66 75.0 66 59.7 66 7510 66 75.0 Dmo L/e�T1RCK TAPPING SCREW 10 72 75.0 72 561 72 7SA 72 7510 Ely 6063.75 4i Ado PH4 O 24 75.0 24 7SA 24 7SA 24 7510 010346•THIC(ASMA30 75,0 30 7S.030 7SA 30 7510 653,33 RSH(SIM TAPPINGSCAEW NOTREEOMAffNDFD STUDS) 36 754 36 75A Y. 7510 36 754 Robed U.AHHNwu49762 1)SEEANCFORSMWUMMRFASIENO"IIIPUMINT. 42 75.0 42 69.1 42 75.0 42 7510 FIod�P.E.Nw 49752 2)ANCHOR QUAMIIIR ARE FOR EACH CHP END. 72 48 7510 102 48 62.1 72 48 7510 102 48 7510 +,SMAt461141RRE72j0j 6D 7s.o 6o 524 6D 7s.a fio 7s.o .�A��©QQy GEN F'Q'pGw,i Q. NO 49752 O� 66 75.0 66 489 66 754 66 75.0 HP i 72 754 72 4610 72 7SA 72 *.` 'V 9� STA OF :i�W� 1"VERTICAL UNREINF. & REINF. a MULLION IN A 4-WAY MULTI-WIDE, FIN FRAME(CLIP V984356N984357)INSTALLATION $ MULTI-HIGH CONFIGURATION MULLION TABLE 121A MULLION TABLE 12.111 u (VERTICAL 4-WAY SPAN-1"Aluminum Reinforcing Mull) (VERTICAL 4-WAY SPAN-1°Aluminum Reinforcing Mull w/Rdnfomemem) Ulm �tO W1 W2 MULL LOAD MULL LOAD MULL LOAD MULL LOAD MULL IOAD MUIL LOAD F- u. 0:F- SPAN WIDTH OF, SPAN WIDTH DP(PCF) SPAN WIDTH OF lPSF1 SPAN WIDTH DP(PCF) SPAN WIDTH DP(PCF) SPAN WIDTH DP(PCF) 0.W -� 24 75.0 24 75.0 24 75.0 24 750 24 75.0 24 75.0 Q G H f 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 0. _ U GIALNG GLAZING 36 75.0 36 75.0 36 750 36 75.0 36 75.0 36 75.0 PRODUCT PROOUDT 42 7&0 42 75.0 42 75.0 42 75.0 42 75.0 42 75.0 m ta0 36 48 75.0 65 48 75.0 96 48 71.3 36 48 75.0 66 48 75.0 96 48 75.0 ZO 54 75.0 54 75.0 54 64.2 S4 75.0 54 7S.0 54 7&0 J 60 75.0 60 75.0 60 %4 60 75.0 60 75.0 60 75.0 PRODUCT PRODUCT 66 75.0 65 75.0 66 53.5 66 75.0 66 75.0 66 75.0 1 n 75.0 n 75.0 72 49.4 n 750 72 75.0 n 75.0 a O 24 75.0 24 75.0 24 750 24 75.0 24 756 24 75.0 o 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 S LOAD WIDTH=W1+W2 42 75.0 42 75.0 42 66.7 42 75.0 42 75.0 42 75.0 Z J 2 42 48 75.0 72 48 75.0 102 48 59.1 42 48 75.0 n 48 7S.0 102 48 75.0 54 75.0 54 75.0 54 53.2 54 7&0 54 75.0 54 75.0 F LU M Q� `� m 60 75.0 60 75.0 60 48.4 60 75.0 W 75.0 6D 74.5 e� "L: m i 66 75.0 66 75.0 66 44.4 65 75.0 75.0 66 68.3 d y g - n 75.0 7z 75.0 72 41.0 72 750 n 75.0 n 63.1 V Z TABLE 4.1A ANOIORQI]ANTITBS(PERCL•EN01 24 75.0 24 75.0 24 75.0 24 7&0 24 75.0 24 75.0 oz IF SUBSTRATE ANCHOR MDI.QUANOTT 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 �o o_F z_ till WOOD WOODOR7APPINGSCREW 4 36 75.0 36 75.0 36 64.4 36 75.0 36 75.0 36 75.0 ILc I/B•THION TAPPING SCREW 3 42 750 42 75.0 42 559 42 75.0 42 75.0 42 75.0 .}Z ASMAS6 48 48 75.0 78 48 75.0 108 48 49.5 48 48 75.0 78 48 75.0 108 48 75.0 6063-75 TAPPINGSCREW 7 54 75.0 54 75.0 54 445 54 75.0 54 75.0 54 68.6 N W Om nuaN ASTAN 75,0 60 75.0 60 40.5 60 75.0 fill 75.0 60 624 tia 66 75.0 66 75.0 65 37.2 65 75.0 65 75.0 65 57.3 y1 kk 653.33 KSt lsrEEL TAPPINGSCRDN 9 72 750 n 75.0 n MA n 750 n 750 n 52.9 'nU. $8 S7UD5) EB 11 SEE ANCHOR SCHEDULE FOR FASITNER REQUIREMENTS 24 75.0 24 7s.0 24 75.0 24 75.0 24 75.0 24 75.0 21ANC14ORQUATOTRESARE FOR EACH CUP END. 30 75.0 30 75.0 30 64.8 30 75.0 m 75.0 30 75.0 g 36 75.0 36 75.0 36 SC6 36 750 36 75.0 36 75.0 TABLE 4.16 ANCHOR QUA ITTIES(PERCIiP END) 42 750 42 750 42 47.3 42 750 42 75.0 42 n.8 pzvmm SUBSTRATE ANCHOR MNAQWLNTOY 54 48 75.0 84 48 75.0 114 48 41.9 54 48 750 84 48 75.0 114 48 645 camplyfogTailtlltmF1011O• 54 75.0 54 75.0 54 37.7 54 750 54 750 54 S&0 ' 0 WOOD WOODOR TAPPING SQhW 6 & 60 750 60 75.0 60 34.3 60 750 f0 75.0 60 52.8 a/a•TxcT TAPPING SCREW 4 66 75.0 66 742 66 31.5 66 750 66 75.0 66 48.4 ASM A36 Y Ing.mm n 750 n 6a0 n 29.1 n 75.0 72 750 n 44.9 o Pmdwt 606315 TAPPINGSCRLW 9 24 750 24 75.0 24 6&5 24 75.0 24 75.0 24 75.0 00346•TH=ASM 30 75.0 30 75.0 30 SSA 30 75.0 30 75.0 30 750 653,33 NSI(STEEL TAPPINGSCREW NOT RECOMMENDED 36 75.0 36 750 36 46.6 36 75.11 [14BE75.0 36 71.8 Robert)AORuue 9752 _ FletHe P.E.N4.49752 II SEE)ANCHORSCHFDULE FOR FASmaER REQUIREMFNR • • �2 u • •• 42 750 42 40.4 42 75D 42 622 {{{EIEEgy 21 ANCHOR QLLWITDESAM FOR DIOL CUP ENO. •�• •75.0• 90 017 48 75.0 lm 48 35.7 60 48 750 9D im 48 550 �.•� PIES�P•Pfi* 0 • 54 75.0 54 321 54 75.0 54 E4L3 e��' ,•••••••,60 71.1 4 � %rewi•75.0• • • 60 29.2 60 750 6D �p�; NO 49782 66 750 fib 64.6 66 26.8 66 750 66 ,�s n 750 72 59.2 72 24.8 2 72 *: f�'it ••• • • •IF 9 gyp: STATE F .•moo • • ••• ••i • • •• OQ r��.• • • • • • •• • • •• • aoFs�. R\,•.•'a�eQe • *00 • • • • ••• • • ••• • • • • • 1" HORIZONTAL UNREINF. & REINF. MULLION IN A 4-WAY MULTI IOE, .: •; ••• CD MULTI-HIGH CONFIGURATION : FIN FRAME(CLIP V984356N984357)INSTALLATION 9 • vMULLION T 12.2A MILLION TABLE 12.28 4t W ~� (HORIZONTAL 4-WAY SPAN-1'Aluminum Rainford ng Mull) (HORIZONTAL 4-WAY SPAN-1"Aluminum Reinforcing Mull W/RmnforcemenT) F Oo U µq~1 �-MULLION SPAN--� ••h •W : AD I•SF) •libTli SP�Id-41 MDTH �jP ) PULL LOAD AN WIDTH DP♦PSf) PAN WD i MULL LOAD DPjPSF) MULL LOAD SPAN WIDTH OP(PSF) MULL LOAD PAN WIDTH DPUJI )� W UJ j{ • . S •• • 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 a _ PRODUCT ANG • • • 10 • A5. ' •30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 PRODUCT PRODUCT • • 3 •/5.�_660 •• 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 m a 36 42 /5.0 65 42 75.0 96 42 75.0 36 42 75.0 66 42 75.0 96 42 75.0 48 75.0 48 75.0 48 713 48 75.0 48 75.0 48 75.0 F GLAZING 54 75.0 54 75.0 54 61b 54 75.0 54 75.0 54 75.0 U $ PRODUCT p (kT 60 75.0 t2y 75.0 60 55.1 60 /5.0 60 75.0 60 75.0 a 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 cJ O 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 a N, a r 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 W 42 42 75.0 72 42 75.0 102 42 69.2 42 42 75.0 72 42 75.0 102 42 75.0 LOAD WIDTH=W1+W2 48 75.0 48 75.0 48 59.9 48 75.0 48 75.0 48 75.0 Z X-j 2 54 75.0 54 75.0 54 515 54 75.0 54 75.0 54 75.0 F�r 3 j of 60 Tao so 7s o 60 46.s so 7s o 60 7s.o 6o n.6 MCC o$C 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 Q y Q C 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 C Z-$ 36 75.0 36 75.0 T485M7 36 75.0 36 _ _75.0 36 75.0 N 9 go TAUE4.2AMOMQUAN1DOR(PERCLPIND) 48 42 75.0 78 42 75.0 108 48 42 75.0 78 42 75.0 108 42 75.0 -a}o L._ Z SUBSTRATE arEaoR M91auAEFlm 48 75.0 48 75.0 750 48 710 48 750 0� ELI I] WOOD WOOD ORTAPPING Sd4W 4 54 75.0 54 75.0 75.0 54 75.0 54 68.6 r' .tiz1/WTNIOC 60 750 60 75.0 60 75.0 60 75.0 60 60.9 C ? ASTM A86 TAPPINGSCILW 3 24 710 24 75.0 24 70.4 24 75.0 24 75.0 24 710 1+1 W VW TIDOc TAPPING SCREW 7 30 75.0 30 75.0 30 63.6 30 75.0 30 75.0 30 75.01$ 6063-TS 36 75.0 36 56.4 36 75.0 36 75.0 36 75.0 w Z.. D653133Km(STEEL_A 36 75.0 TAPPiNGSCREW 9 54 42 75.0 84 42 75.0 114 42 495 54 42 75.0 84 42 75.0 114 42 75.0 tALL g STUDS) 48 75.0 4875.0 48 43.3 48 75.0 48 75.0 48 66.7 1:SEE ANMR SOImLL6 FOR FASTENERREGUIREMENTS. 54 75.0 54 750 54 38.1 54 75.0 54 75.0 54 58.6 J)ANOMRCRIAMnT6ARE FOR EACH CLIP END. 60 7S.0 GO 75.0 60 1 33.9 60 75.0 1 60 75.0 60 512 24 75.0 24 75.0 24 58.3 24 75.0 24 75.0 24 75.0 REVISED TABLE 420 ANCHOR GUAN111E5(PER CUP END) 30 75.0 30 75.0 30 53.3 30 7S.0 30 75.0 30 75.0 F0.0.346;".TMC.KA.STMA TRATE ANO108 MEOgUANYV I:oRlplgglgTAiilElhai70NdR 36 75.0 36 75.0 35 67.1 36 75.0 36 75.0 36 75.0 ding Coda n OOD WOODORTAPPINGSDREW 5 6D 42 75.0 90 42 75.0 120 42 412 60 42 75.0 90 42 75.0 120 42 65.0 GLJ� Data b THICK TAPPmGSmm 4 48 75.0 48 75.0 48 37.2 48 710 48 75.0 48 57.2 � 54 75.0 54 75.0 54 318 54 75.0 54 75.0 54 50.5 C c PmdagC TAPPDroscREw 9 60 75.0 60 65.8fi0 29.2 60 75.0 � 75.0 60 45.DRobenJ.An.,us%P.E. 653,331LS1 WEEI TAPPING SCREW NOTRECOMMffNDED P.`�.bLf fMa P.E.No.49M 2)SEE MOM FOR FASTENER RmLaRiNom ANCHOR GUIT�6 ARE FOR EACHCUPP IND Q�'• No 4975 s� ��. STAT p �•�wC V984359 STRAP, 350 SERIES IMPACT MULLION $ U WL aW 21.904±.06 w y p a. CL 10. 5.70 135.00° R.250 -425 A m a Ir M m 8 0 O 0 p� O 2.375 1.82 — 2.790 ZO S-i a gA Z m ot;w ala o a V4X 37 12X u °' S� c „'N2 4 g 0.318 2.82 SIZED FOR 4.87 #10X3!8°FLATHEAD > � 8. 6.85 I E g n r .12 r .12 RODUCTREVISED amplyWgwf�dmMa1� � r 6.10 Dec 135.00 W� r Dah Produm 139 MATERIAL/FINISH Robert J.Am ,P.E. Fbilila P.E.No.48T52 • • ••• •• • •• `` acs s . .. �.�� q ••• �•� �•• i•� K. -WO SERIES o�A00F;.•��G DETAIL A STAINLESS STEEL = "° a97 • ,•• as -:-4 LNEALED • • • • •i • ♦ • 9pt STAT00 OF °•W °jne°NAS��.• • ••• CROSS-HATCHED AREA REMOVED • • 0 v) d • • •;V984357 LK ENq�1NCHOR(SHOWN-SEE NOTES ' ' • BEkO�FCR V984356 RH END ANCHOR) m m m m v • NAI FIN,STRUCTURAL MULLION 350 SERIES ® m m o O+ +O © •.• • WINDOW m ° o ® F oa W rz + O e o of O O • �a aW yo • • • • .• -� • + : : '+' •+• (1'500j (3)o.z25to10 ® IL V984357 LH END • • ••• •• s 0.325±.005,82 m a ® � (o�ic� ANCHOR(SHOWN) a 0 a ® m® t + FaQs o 9 ® Z'3 a.� 8 3.500±.020 0 z a (1.75q 5122± MATERIAL/FINISH I a$ (4.8751 14 GA o g + + e 17, STAINLESS STEEL o g U z m 300 SERIES J Z s � 1 1.750:.020 (3'25g 1/4 HARD z � —+— 1.000±.020 (�'9 `�a° 6 V984356 RH END I .754 a � ANCHOR(SEE NOTES) (1'7 + .428 A (� rr B 041 2.756t.030— L-07, .758±.0 (2D0) of g 1.573±.030 O O O 0 + '117 + O O O O (•R,(.5-Aro"Pj (ta23� grim dmu,thv�Wdd• O O 7;k-{ (i. eaudmsCob (.18� I�(.os4) 2 51 (.8731('9 Dw 934 R.087 ami e14 Product NOTES: 1 R.25 J7 a P�� c 1. V984356 RH END ANCHOR IS ('81� '► r e�.amm�o PE 2,422±.039 FtaMe P.E.No.497S2 SAME AS V984357 LH END 084 ANCHOR EXCEPT FABRICATED t g0%, �AMES'q''•�.., IN REVERSE. .�`��.•••'Ef4 2. V984356 RH END ANCHOR HAS .�`G % 10,r'Q: =� nw 4s7� o CROSS-HATCHED AREA SHOWN o(• (2, ABOVE REMOVED. � / X14 "9 y O.� STAT OF 4i1 4.000±.015— ?��, V982510 END ANCHOR, 5/8 FLANGE 350 SERIES WINDOW 13.62 F 0q tJ �o a 8.375 m�ri w 7.000 a a x v 5.62 ® ~° —3.875- -2.875r— .87 2.87 a a 1.87 a 7 a 0' 2 ® a cf .375 e a O a a a Z fW a e0 O 3.5003.020 0 O 1.8�55 I I 1.9701.020 k a 3 m LT_ 6 20 �I RTHRU .125 u'Ia�� 8 s8 332IL 5 X 82.00° 16 200 THR w (TYP.) 14. SPOT WELD(5)PLCS@@@� ALONG JOINT R,092 8 SHALL WITI ISTAND MINIMUM 3,000 LB A t SHEAR LOAD 132 r� .070±.008-iT�f o lRQDtICrPJr4HW 1.562±.040 �m�s�avi nm°twd• I � 3. 2 (2.so1) � MATERIAL/FINISH pmu+ L4.000±.01516 GA RaberiJ.Amm4 F6rNa REE Nm t4o.48M762 • ' ' •• 300 SERIES • • ' ' :•• •• STAINLESS STEEL %.••``an�+es '.. : : '. .. ... •• 1/4 HARD Q:•�,�DENS�;.�.➢G,,� e�0;• ,v,pts • : • • • � : 091 STATE OF ��: • ••s • • ••• • • • • • • • ••• • • • • • a a m V982535 END ANCHOR,4.5- 1V!QCjC FRAME 350 SERIF.S WINDOW MATERIAL/FINISH c � 14 GA 4 ••• .:. .. ••• STAINLESS STEELLL g 300 SERIES a a W 15.000*050 W ~N 9.w� •• 1/4 HARD • •• o• as awi� • IcLl • ••• •• LJ �l • • • • • ••• • 7. a •• • • 6.2 m a 5.9 • • 5.•• '• o MEN -4.9964.2 o a ® c ® Q M 3.996 —3,264— .37 ® e m� c 9.298 m .37 160. (.9 1.584 .375 0 w 1 "s8 Alla ® a SLL .82410 m ® a F �Q v g � m WTAll z (.597i((fYP. 2.120 3.160 ® o �i Z m $ 7 °dyz¢ rn vQ � %\ 505 .9 0 , J o uj a. (jyp) .160(TYP. r B IL � � (4.72 (4.481) R W $� (16p.200THRU s8)0.325X8 00• kill � N Inn S: 1 `-.079 8 � —(.259 I l� R.196 2201.02 .1 1.5001 1.496 (T`(P•) R EVISED J—m I a •�P)4.0001 01 .E... . 62 `riQ'. ........ . °141 N- 49752 '•�'a 1'E ,� •ir Q's STA o .'�v �•#Bills MATERIAL/FINISH V982357 1"STRUCTURAL MULLION 350 SERIES WINDOW i; a ALUMINUM 4 6063-T6 (1.37q MILL FINISH 1.03 ¢W N o 0 300 ((y ) a j m a � £Q j o U)UJ cul +— - —+ =10 2 XLL 1.410t.030 N S w 4 Z m 900+012.940 g� d (T�P-) m P•) Z sd 15101 0 1 g J aw 92 in . ill 21 (3.029- R ��ow06th•Flald• 4.067 m0 (n'P•) la 4.3 Robert J.Amoroso,P.E. • • ••• •• flmido P.E.NOAW52 •• • • • i i i a • ' MATERIAL I FINISH „�ttttttttttty�',,, V982357 1”STRUCTURAL MU61!ION6l;EtLFP.IIVORC*EMENT STAINLESS STEEL JAaAEs d,-, •• • • • •• 000 •• �' b'S �9GNi 304 SS :�•' No 49762 'O MILL FINISH • ';�. �• o . STA • a 00 • ' 0.077 '•S;�limNAits NS.`` • ••• • • • • •• •• • 0 0 •• •: •ie the • . .+. t.798 m a '•' ' •• cp a�10 0 00 •: ." FIN FRAME END SPLICE COMPONENT w • • • • 350 SERIES WINDOW MULLION SYSTEM • �+,eo " 090 PART NO.V982365 wLL s4o 760 .640 1.130 MAT'L: EXTERIOR GRADE ACRYLONITRILE STYRENE w oN ow • • 01 0 .• 0` ACRYLATE(ASA)PLASTIC 0 o w H • •• • • • • • ••• •.' m a 193 J O m 6 162+- O j .3$Sgj 228 I 375 o S w 2 SV R.385 A i?�j a�p co B! g m .540 .132 �Lu g a g a' z 767 — _ — 020 d 5 w a dZw Oil.510 .355 1.020 V �� z wSILB1p g .255 II a ,m 015 R F+.088 si (TYp) I 1.745 .532 .304285—{ .404 Ln w S 0 3 .070 111" .204 .046 .161 LTRBVL4® 0.180 �t' With 6t5Y19t1da 010M IAIB DETAIL B .077 230 1.360 840 C Dab mtl 10 --{ {►- B RMerl3.Ammar.P.E. I I .140 I 0.188 THRU Flarlaa P.E.Nm 49752 2x o.300 x.315' 4,11111111111 ��Atq�JMES�4,0Gkp , NO 4875 -,0„ A70 � C 1J OF .14- --� F+.223 ��,� SECTION A-A (TP'i —.4621 .070 5/8" FLANGE FRAME END SPLICE COMPONENT 350 SERIES WINDOW MULLION SYSTEM PART NO.V982518 MAT'L: EXTERIOR GRADE ACRYLONITRILE STYRENE 0 .300 THRU a ACRYLATE(ASA)PLASTIC A o F � �N 4X 0 .125 THRU 30TF 120 W o o a W � B 270 9 d i aWq� + a. + .100 795 .718 m a nC ---( 317 + + .187 OVk R.115 z �N A oa w d, zm jL,- 1.250±.020tuLl UlLc .612 .352 353 Ro, �140 1.0421.015 M" 11249 �z .430 .500070A .246 MODUMEVISM as] 184 BucompOdtrrgyftCodo`vhh am[ . Aacptmtce NO —.415 ° 485 v Product Robed J.Amoroso,P.E. • • • • • •.• •• O BuMe PH No.49752 • � • • •• • • pll IIf1 -00 No 49752 '�O • •.• •• •;• ••• 9� STAT OF :Aj SECTrEl A-A 11 ° . ... . . . . ... .. .. . . . .. .. . . . • .•. •.. • • . . • • . . . . FLUSH FLANGE FRAME END SPLICE COMPONENT 350 SERIES WINDOW MULLION SYSTEM . 4X.031 PART NO.V984416 • . . •; ; •• •4d MAIL: EXTERIOR GRADE ACRZ(6bMrCR1LE$TYRI�Nt • • ACRYLATE(ASA)PLASTIC ••• •• 0:0 (Po W� w o Jg- (L • • • • • • • • •• • • • • • i•• ••• m a \-R.115 i A-= 970 t.020 0 0 2o50 o Z �-{-2X.195 �{ .341 4X.050 --JJ`` 2X.045 �U a 0;J S 2591.016 I w .493*.020 4X 0 .062 G 7-9 .755 1.016 �rjjm�W y m .993 1020 tu�il o z W Z 12551.018 C 1.493 t.020 B &_ S W 1 1.809*.016 8ins 2.170*.020 2.038±-016 �o a, 1,51b N IL i: 2.600 2.800 3.018 LL 90•(TYP.) z � .140 249 430 .070 .500 DUCr PE W►�BY wtd9 .248 .184 Colo Nu -"4 Y DsdoProWtat 3X.268±.020 .382 t.020 R.050(TYR) FWdd J.Mroo.49M Fladda P.E No.4W� .020(TYP.) #01 C611(S I•,9 w� �O F•••G. Qom'• NO 497 •tp SECTION A-A 14 OF e jj .070 SECTION B-B 'd..�••�<.....