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WS-12-2166Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181598 Permit Number: WS -11 -12 -2166 Scheduled Inspection Date: February 04, 2013 Inspector: Bruhn, Norman Owner: FEE, JAMES Job Address: 295 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060133840 Phone: 786 -298 -7624 Building Department Comments 4 DOOR REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passe, . Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 01, 2013 For Inspections please call: (305)762 -4949 Page 9 of 45 FROM :ALL- MOTORS2 AIIC�►� » FAX NO. :305- 266 -4555 Nov. 28 2012 01:39PM P1 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 11/28/12 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 cartlflcate�iolder is an ADDITIONAL INSURED, the pollcy(Ies) Hurst 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 All Motors Insurance 7361 Bird Rd. Miami, FL 33155 Phone (305)255.5080 INSURED Superior Replacement Window & Door, Inc 21032 SW 91 et Miami, FL 33189- Fax (305)2654555 305 C CT GONZALO SALAs rm, (305)258 -501 F� l . 110`(3A266.4556 - DRP S allmota twu�ol,aom INSURERS) AFFORDING GOVRIRAoEE NAIC s INSURER A r ASCENDANT COMMERCIAL INSURANCE INC INSURER B 0SURER 0: INSURER D: INSURER r:: 13683 INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER; THIS IE TO Cara I IFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTw ITHSTANDING ANY REQUIREMENT, TERM OR CONDmoN OF ANY CONTRACTOR 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 CONDf 10NS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED SY PAID CLAIMS. INSR AWL SUIIR J.tR TYPE of INSURANCE POLICY NUMBER M p yEX . � LI_ GENERAL UIBII-ITy A • COMMEIictAL GENERAL LIABILITY ❑ ❑ cLA1MS.MAPR ®ocauR 0 0 GEM. AGGREGATE LIMIT APPLIES PER: ❑ POLICY D ,� ° ❑ LOQ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ nuTOS ONNED ❑ AAL T>v S .ED ❑ HtREaa ALMS ❑ Aj aWNE ID ❑ UMBRELLA LIAR ❑ GL3S590 -1 OCCUR ❑ EXCESS LIAR ❑ CLAIMS-MADE ❑ DED ❑ RETENTION $ WORKERS COMPENsAnaN AND EMPLOYERS• LIABILITY ANY PROPRIEfOJ/PARTNER/ExEcu E ! N °FFICS/2/MEM8ER EXCLUDEp7 Mandatory rn N H) DESCwtltlesDN QF T1ONS below 11/09/2012 11/09/2013 LIMITS EACH OCCURRENCE $ 300,000.00 PPRREM � encel $ 100,000.00 MEd EXP (Any one person $ 5,000.00 PERSONAL & ADV INJURY $ 300,000.00 GENERAL AGGREGATE t 300,000.00 PRODUCTS • COMP/OP AGO $ 300,000,00 EMBINgFD ti SINGLE LIMIT ac?c_ an BObOLY INJURY (Per person) 5 BODILY INJURY (Per accident) $ $ $ $ _P ereccldendAMAGE EACH OCCURRENCE N M DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Atbreh ACORD 101, Addrylonal Remote Sdhadute, (felon) space 19 re ejtos) WINDOW AND DOOR REPLACEMENT / INSTALLATION CERTIFICATE HOLDER MIAMI SHORES VILLAGE 10050 NE 2AVE MIAMI SHORES, FL 33138 L ACORD 25 (2010/55) CIF AGGREGATE D W b'iATU. ❑ E.L. ER EACH ACcjpsTIT L. DISEASE - EA EMPLOYE' $ E.L. DISEASES . POLICY LIMIT CANCELLATION sHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. $ AUTHORIZED REPRESENTA 2010 ACORD CORPORATION. All rights reserved. ORO name and logo are registered Marls of ACORD R Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION NOV 142012 FBC 20,0 Permit No. Master Permit No. = (esC' Permit Type: BUILDING ^ ROOFING .2 JOB ADDRESS: -1. S A, G • � / 5 -e_e City: Miami Shores County: Folio/Parcel#: is the Building Historically Designated: Yes Miami Dade zip: 33i3f3 NO ! �/ Flood Zone: f\ 0 OWNER Name (Fee Simple Titleholder): AC �" 'F t' . r . Phone #: 3cY 1 J tr:k Address: l\ V_ CNA�r\ • City: V'Nr1■ Ginn: S�t3ce..S State: V\ Zip:" 3\") Tenant/Lessee Name: Phone#: Finail- CONTRACTOR: Company Name: -2.r eel Address: d.. vs,3 a. s t4 C1t Q-A- City: CAI kl-ti' (6(1.'1 4 State: PL. Qualifier Name: V x.95 SC�''..c State Certification or Registration #: 0.3 pS Odd (o3 Contact Phone# Lk t.l � l J LJ - 1014hone#:...2� • �5(Q �'� t Zip: 33181 Phone# Certificate of Competency #: 3�''�Cl fo b Email Address: D isai Ad- DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $4 11,905 , 61 Square/Linear Footage of Work: 13G IKRepair/Replace DDemolition Type of Work: ❑Additi n DAlteration Description of Work: L)0 g-GQ 4 &C e,f-R " Fow Color thru tile: Submittal Fee $ Permit Fee $ �( Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $. CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ I1-� 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this, t 8 day of : o61 , 2017. , by J"r"A 5 • res,st who is personally known t___ o_me it who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ttP, jri1- rook/ =,S NOTARY PVBLIC.BTATE OF FLORIDA " Martha kbrbes ( ; , I Commission #1)1365073 ,,,,,,,,rs Expires; APR. 13, 2013 ,BONDEDrax0ATL.AN ICBONDINGca,Irto. * * * * * * * * * * * * * ****�rv�***** ** * ** ** ** * * ** ******* * * * * ** * **** sir * ***** * **** *+x My Commission Expires: Contractor The foregoing instrument was acknowledged before me this t3 day of11/OVt4v ,.r ,20131_,by t`•4) Sc.+ 'Fu who personally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: tt Print: G LG 61.4 -t/exec. APPROVED BY L j . Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /1012009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SiTE AT TIME OF FIRST INSPEC110N PERMIT NO. TAX FOIJO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 11111111111111111111111111111111111111111 1111 CFN 20012W:18119466 OR Bk 28358 Ps 0459r (1ps) RECORDED 11/14/2012 13:33.32 HARVEY RUVIMp CLERK OF COURT MIAMI -DADE COUHTYp FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: �c -is AJ E 94 S4- Mzc.,0w1 sk to s ta, 3313 8 2. Description of improvement: V30 .4i' c, CSC 3. Owner(s) name and address: Interest in property: (sou M( Name and address of fee simple titleholder. 4..ieaa. is �, address phone rtuteir 5. Surety: (Payment bond required by�ownprrfrom contractor, if any) Name, address and phone nyigber. °°fit// Pr Amount of bond $ IV 1 r 6. Lender's name and address: 111 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number j`/ 8. In addition to himseff, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Q Name, address and phone number �%( A 9. Expiration date of this Notice of Commencement: (the expiration date is 'I year from the date of recording unless a different date Is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PING TWICE FOR IMPROVEMENTS TO YOUR FIRST INSPECTION. IF YOU INTEND O OBTAIN FINANCING, ONSU T WITH YOURR+ §EA RECORDED .b}R FIB 'a � BEFORE THE OR RECORDING YOUR NOTICE OF COMMENCEMENT I HEREBY CERTIFY that this rs a true co ' of the j al filed rn this officerq Signature(s) of 0 • er(s)' Authorized Officer /Director/Partner/Manff P 4214� Lu Print Name v' •r TNESS m hand and Ot j' Title /Office I IARVEY RUV'sN CLERK, of Circuit .;I8 +carts 3N ''W Prepared By J/ i Prepared By 0 V Print Name •� 716e/Office t� tiJ STATE OF FLORIDA COUNTY OF MIAMi -DADE 744 The foregoing instrument was ackno ledged before me this day of By TimM.t'., e'. ❑ Individually, or ❑ as for la Personally known, or ❑ produced the following type of iden cation: Signature of Notary Public: g Print Name: . A& B-4 E4 tA- Vo Woe-S (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that i have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature( of , ; • r( NOTARY PIALIC.STATR O)' !'tORIDA • "' "4. Martha Tbrbes Commission #»D865073 ,,,.S Expires: APR. 13, 2013 BONDER WOW ATLANTIC BONDING CO, we. Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By 123.01 -62 PAGE 9 3/10 By Cwdnwtor. Superior Replacement Window & Door, Inc. Lic. # 03B800463, SCC131150259 21032 SW 91 Court, Cutler Bay, FL, 33189 Ph. 786.298.7624 Fax. 305.256.9411 . :... „ Jam' and Kaye Fee Pro» 5 ' 'dress 295 94th st, Miami Shores, Fl, 33138 Comments li;11 CD \ I, .. ,,......J ,---,„ • , w r4 , ; CD •:=7E' Et 1 C3 3 i ,_ _ :::,., f■ , ED ›- Area of work ..._. , N _ , 2a,217 *2e / .W111111111111111111." 1 st floor Front Door 0- 1 >MIill 1 >en lik ,44111W, E. . , 2nd floor 0 Area of work 01 of 01 ...&. 4) For Window/Door type, dimensions * calculated DP5 see attached chart Drown by: Fachada Designs bgo0fachadadesigns.com Ph. 305.986.5006 Mobile. 954.445.8079 Contractor: Homeowner: SRW & D, Inc. James and Kaye Fee 21032 SW 91 Court , Cutler Bay, FL 33189 295 NE 94th st, Miami Shores, FI, 33138 Tel: 305 - 256 -1411 / Fax: 305 -256 -9411 Lic. # 03BS00463, SCC131150259 Mark Window / Door Type Approvals Width Height DPS ( +) DPS ( -) 1 Thermathru - 6 panel Fiberglass door FL #10537.1 36 80 80.0 80.0 2a PGT-Series "FD -750" Outswing Aluminllm French Door NOA #11- 101324 71 3/4 79 3/4 70.0 80.0 2b Series "PGT' Clipped Extruded Aluminum Tube Mullion NOA# 11- 0922.01 2x4x80 55.9 55.9 2c PGT- Series "FD -750" Outswing Aluminllm French Door NOA# 11- 101324 71 3/4 79 3/4 70.0 80.0 3 PGT - Series "FD -750" Outswing Aluminllm French Door NOA# 11- 1013.24 71 3/4 79 3/4 70.0 80.0 ENGCO, Inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954)585 -0304 Fax: (954) 585 -0305 Email: EngcotAOL.com REF. #: w 12-42 Date: 11/6/2012 Contractor: Superior Window /Door Replacement 21032 SW 91 Court Miami, Fl - 33189 Job: Fee Residence 295 NE 94th Street Miami Shores, FL 33138 Wind Load Calculation for Components and Cladding underASCEISEI 7 -10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRH) 23 Feet Cladding Elevation 23 Feet Minimum Width: (B) 45 Feet Low Rise: Buildings with MRH < = 60' and MHR <= B Roof Slope Roof Slope Reduction Factor 1.00 Basic Wind Speed Risk Category: 175 mph Use Figure 26.5 -1A or FBC 2010 II Exposure (Section 26.7) C a Zg 9.5 900 Exposure C: Open terrain with scattered obstructions height less than 30ft. Open country , grasslands Building Type Enclosed (Fully and Partially Enclosed - Section 26.10) Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 KZ - Table 30.3.1 0.93 Kh - Table 30.3.1 0.93 Kzt - Section 26.8 1.00 To be used when hill height H >= 15' Velocity Pressure (qz) 61.90 Psf Velocity Pressure (qh) 61.90 Psf qz= 0.00256 . Kz . Kzt . Kd . V ^2 qh O.00256 . Kh . Kzt . Kd . V ^2 Section 30.3.2 Section 30.3.1 Tributary Area 10 fl2 GCpi (Int. Pressure) 0.18 1 -0.18 Section 26.11 GCp ( Ext. Pressure) zone 4 ( +) 1.00 zone 4 ( -) -1.10 Figure 30.4 -1 (walls) zone 5 ( +) 1.00 zone 5 ( -) -1.40 Wind load Psf positive Psf negative Psf Zone 5 for units located less than 54" from building comers Wind load combination factor 0.6 0.6 zone 4 43.8 -47.5 zone 5 43.8 -58.7 End zone (a) 54 INCHES] Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. ��. 11/6/2012 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL Sheet W 1/1 MIAM COUNTY COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 atmeriamldade.eov /Hera/ PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -750" Outswing Aluminum French Door w /Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Side Liters, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10/12/11,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's Hume or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 1028.10 and consists of this page 1 and evidence pages E -1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact ", sheets 1 through 12 of 12, dated. 12/23/04, with revision E dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS L Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA # 09- 102&10) 2. Test reports on: . 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. (Submitted under NOA # 09- 102&10) 3. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10 /05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4528, dated 02/14 /05, signed and sealed by Edm do Larga= P. E. (Submitted under NOA # 05- 0419.03) E -1 M noel P.E. Product Centro iner NOA No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 PGT Industries NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTF.D . B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4530, dated 02/14/05, signed and sealed by Edmund° Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09/13/04, signed and sealed by Edmund° Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09/13/04, signed and sealed by Edmund° Largaespada, P. E. (Submitted under NOA # 05-0103.03) E -2 --yateCLX,gf) 1 n el Perez, P.E. Prod ; et + trol Examiner A No 11-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC -2010 on 10/11/11, signed and sealed by A. Lynn Miller, P.E. 2. ' Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to J. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 09- 0223.05 issued to Solutia, Inc. for their "Saflex Multi - layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08- 1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & scaled by A. Lynn Miller, P.E. 2. Statement letter of conformance with the FBC -2007 and FBC-2010, prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 3. Statement letter of "No financial interest ", prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 4. Letter of lab compliance, part of the above test reports. 5. Proposal No. 08 -1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09- 1028.10, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w /Sidelites -- L.M.I., approved on 02/10/10 and expiring on 02/24/15. E -3 Perez, P.E. Produ Con . of Examiner N + No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18` HEAT STRENGTHENED GLASS WITH AN .080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/18" LAIN CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA INTERLAYER. E. rir LAMI LG. CONSISTING OF (1) UTE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16° A,.090 PVB, 3/18" HS). F. 7/8" LAMI LG. CONSISTING OF (1) LITE OF 3H6" TEMPERED GLASS OUTSIDE, VC AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/18" HS). G. T/8" LAMI 1.G. CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE,1/4" AIR SPAN AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3116" A..076 VANCEVA, 3/16° HS). H. 7/8"1 LG. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/1 ,.076 VANCEVA, 3/18" HE). 2. DESIGN PRESSURE& TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM 81300.02. 3. CONFIGURATIONS: ac Q 226 in 9142 , OR OXXO WI Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT #,UNITS CAN SE EITHER TWO SI • DOORS OR A DOUBLE, DOOR' BOTH USING EITHER THE STANDARD OR THE LOW -RISE SILL THE FRENCH DOOR ASSEMBLY BEAM 18 USED TO ASSEMBLE ,( la AND Q UNI'T'S TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS RIOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. A I3. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7. REFERENCES: TEST REPORTS: FTL -4311, FTL -4312, FTL -4316, FTL•4627, FfL- 4828, FTL- 4629, FTL-4530. FTL.4921 AND FTL -5941. ANSI/AF&PA ND8 -2006 FOR WOOD CONSTRUCTION ADM -2006 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, MVCLUDI G THE HIGH VELOCITY HURRICANE ZONE (HVH Z). NOA DRAWING MAP TOPIC Sy�HE� GENERAL NOTES............ 1 CONFIGURATIONS......»..1 GLAZING DETAILS........... 2 DESIGN PRESSURES.. .... 3 ELEVATIONS. ....,....._...... 4 VERT. SECTIONS. ...... 0 HORIZ. SECTIONS...—. 8 PARTS L.IST .................... 7 EXTRUSIONS... .... ...... 8-9 ANCHORAGE......... ..10 -12 w.aitp AroiSS S4 Bee AG 12004 L.T. leneekat F Onkbsa 0 Rafts Nal71ukOE3 THOWSET F8020(00000 °HANOI Ime 1 or trawourov wawa FL OM wz P 1rOW 13 274 .- _GENERAL. NOTES AND DRAWING MAP adestAdd, peek, rile* ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ifra F0780 RAIL a 12800041 E ..ttt►i�Irrr :, $11° OtYle N A4l(l PSSE :1:41; 8106 , O1+lAL�;ti"' A LYMMS iL.%1s, P.E FL P.E.# 58705 veto it ,ea 1 EXTERIOR 7/16* NOM. 3/98' ANNEALED OR HEAT STRENGTHENED GLASS .080" DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 3/18° HEAT STRENGTHENED GLASS GLAZING DETAIL SANG BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 718" NOM. 7/16° NOM. 3/16' ANNEALED OR HEAT STRENGTHENED. GLASS .078° VANCEVA INTERLAYER 3/18° HEAT STRENGTHENED GLASS 6/8' GLASS BITE =BM GLAZING DETAIN SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 3/16° TEMPERED GLASS AIR SPACE 3h8' ANNEALED OR HEAT STRENGTHENED GLASS .090° DUPONT BUTACITE OR SAFI.EX/ KEEPSAFE MAXIMUM PVB OdTERLAYER 3/18" HEAT STRENGTHENED GLASS EXTERIOR 6/8' GLASS BITE GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER Wit WSW tholikee 7/8° NOM, 3118° TEMPERED GLASS AIR SPAN 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .078 VANCEVA INTERLAYER 3/16' HEAT STRENGTHENED GLASS 6/8° GLASS BITE GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER OWNS wocaw1ee7P T 0 mama Tw8m*T FK VI 23,0,04 L.T 418418 I INCHNOLONE NOKOMA R. = P�P.O. l62i FL874 GLAZING DETAILS ALUM. FRENCH DOOR 8 SIDE LITES, IMPACT PD780 pueo 2 0 12 I al. 8003-11 I E .01 eINN ilk 11/ *: ,........��`. A. L1MMMILLf, P.E. FL P.E.# 58705 Table 1. Maximum Design Pressures (psf) Configuration . Width (In) Allowed Glass Types Height (in) 79 314" (60) 83 314" (70) 87 3M" 91 314" 95 3/4" (8°) French Door X ( ) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -1006 +1000 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 XK 71 3/4" (6°) A,E +70.0 -80.0 +70.0 -00.0 +70.0 -80.0 +70.0 -80.0 +70.0 .80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sldelits Full Jamb 3611/18" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Narrow Jamb 30 11/16" C,0 +100.0 -100.0 +100.0 - 100.0 +100.0 -100,0 +100.0 -100.0 +100.0 -100.0 33 11/18° C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 3611/16" A, 13, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 S6.0 +70.0 430.0 C,0 +100.0 -1000 +99.9 -99.9 +983 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100;0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Table 1eI. Q and Test rt Number A - 7/101" LAM 6".0,.010 PVS, 3116"H14) e .7/18" LAMI (3/18"HS,.090 PVB, 3/16"HS) C - 7/98" LAMI (1916"A,.075 VANCEVA, 3/16"HS) D - 7/18" LAM[ (3/16 "H8,.075 VANCEVA, 3/16"HS) 6.7/8° LAMI LG. (3/16"T, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) F - 7/8" LAP4I LG. (3/18°T,1/4° AIR SPACE, 3/16 °H8,.090 PVB, 3/16"14S) G - 7/8" LAMI LG. (3116°T, 1/4" AIR SPACE, 3/18"A,.075 VANCEVA, 3/16"HS) H - 7/8" LAMI LG. (3/18"T, 1/4° AIR SPACE, 3/16"HS,.075 VANCEVA, 3116°HS) F'IL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 F11'.-4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4630 FM- 4311, 4312, 4315 UPGRADE Fit- 4311, 4312, 4316 FTL- 40327, 4528, 4529, 4530 UPGRADE FM-4527, 4528, 4629, 4530 A 1�NG THE OPTIONAL LOW -RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST SE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL -6941) lb.a6te Reddel ININSINN OsNe m"ecc aga O Nv Ors 0106+10 ISNINNar 0 OreleeN 0 InIsbNe 0 tOnirerN14E1r0AE191E190 02 Nowwwolsaspeurr dR 12 173104 LT. 4405 WO nieleirl,00Y DONE NOKONAILSOM PQ ilk DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES IMPACT bF s 1 0NT 311 0 12 "k i!w 8000-11 I E 7313N8" MAX. WIDTH 95 314" MAX. HEIGHT ALL QXORXO 3T MAX WIDTH 28° MAX. 1 DLO ALL 79118° MAX. 01.0 ALL X 110 518" MAX. WIDTH 145 318" MAX. WIDTH QXO QXXQ (SHOWING EACH VERSION 8I©EUTE) 71 314" MAX. WIDTH-1 XX NOTES: 1. CONFIGURATIONS WITH SIDE UTES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET S. O (FULL JAMB) Q (NARROW JAMB) amia Oft w°" . tote FAY bil°147" CHIAN eidrhoe rso usr N+ THOSHEET 0 00#0404$71#18001T Roam 0DfHAAK1001H MIT Lt. t$ 14,05 I 11170TECHN Wee ORM N WA R. MTh P�t62A Fl. 01214 EXAMPLE ELEVATIONS ALUM. FRENCH DOOR 8 SIDE LITES, IMPACT rNTSI 4 12 I' 8000.11 E VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD VERTICAL SECTION B OUTSWING HEAD ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP RAIL in ail MAX. DLO-- • MAX. HEIGHT ORIGINAL VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION D OUTSWING SILL OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE am 0 0 mum Sag ASSEMBLY HARDWARE QTY (3},11° FROM TOP & BOTTOM AND ONE AT MIDSPAN DETAIL SLAB AT. GLASS BED DETAIL G STILES AT ASTRAGAL SEE NOTE SEE NOTE DETAIL FULL JAM SIDE LITE AT HINGE JAMB) OSP/0 UMW tbot Milfroosa lokairs Bug 5 DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE % Std ,N•NN l Mti,1�4'''. ` 5gT06 • iosot �FSSloHPti.�" A LYNN kiI P.E. FL P.E.# 60705 TRIBSAAMP 140750 000R(8) fl'VM DWG6! 0JS *I'TRON 1 PHASE PARTS 8006 PRAM. 68006 2 8003A cpyrswI*181U. 6M03A 3 80040 OUTSWiNONU.COVPR 680890 4 8001 . k PAP 3 11111�11� � •':l:. •: ♦ � 1111111 mgrAU.PLATB MBA N,:,= :, Y: :': 68x2 1JILLI L. ,: ;;i .. �.M1 1. ■ 8017 VCSMAVEEP MEM 04X ic:; 0316 61017 61016 N M I , n• 1E! E. 77 1. 2._4111_7..� +� 11krIrr u,A,41. • WW1 bri,1 < +].ir t "_ 411111110..111111111. 0111 t.r.1111111111111111•111111111=1111 ■4;!0 1 ..1_iiF ;,w,'l:T'i:T14,1. 11.Ml;i: „1111111.11111111111111 • • E8LTOODE ■�w�w�� ..r • 13C6T • „ MEW : v X Yr SS ” _ TRHD VI 1:,Y2;..IS':1i /:SMM1LliJ ! +�= .1!�iU)� ;u� W5I10440 gm ma°� Y.�.TH: �: +�� : v X3/8' SSIIIRLTRHD WI 1.:LLII-11,L1211.-2.11a11111.1.1111MIETMI In THEAD&E L _1, . •ii:.! ....tti._11312:.l1,tI- • LtY::1:�:)a!kt! 1, ,11Vry!riulat i `rLLAMli:.•�" ',iL1,7 r 1 ,, , ]0 I 7:.,111111 111111111111111 (4 '4+ 1:1'.' r:F2'H11111111.111M11 7838?AX H 117 1AOR41.TS 2R F. NO 1001134 LT. 418/(!6 110 ONEEr 88780 8()[ LJAMB SIDE UTE /1W4 QW441 8006 n80 WQON "MAD .SHL$c/AMR 4 8068 1PCAP 6 8007 COVER 8009 ALI.PLATE 7RAM0ASSI3MELYSCRRW 118X P OHQUAD 20 8012 21 8014 22 81H3 RAIL TINRTA P RCON 1648X3 ' 36 F1A1'0p11E1CNUT 2d1618 37 61 I' X3/4" 19$0)l8OVETEC SCREW 61006 6800 68007 68000 78JP9A 16003 68014 X13 3990NUTA 76)04P8'1'a 010750 NAR*MUM' SIDE LITE 1 8006 -HEAD 4 .0/9PCAP 6 8017 SCAEWCOVER mIL 6100/ 7 8009 O'8TAILPI 478 61669 8 IPS DI FRAME Y8 wl/1MPPHQUAp 781PQA 804 • !/1 18X 1E1 'mo 37 60 xy4.. rig AS$MBI.Y 80 86338 FRERCHDOORASSEMILTDEAM 81 0084X2V2- PHSLWW 8b 1001111XNUT A 0)3X1V2'TS:IO)1OKSCREW 84 8036 8118911L43P710NA1.) GLASS, BLAHS& SSUWNE 90 91 92 • 93 94 7/18' LAtaNATIDaASB(3/16'ANN,.090?w YW 810 SLAMINATE4aASS(3/16'HS,A90PV8.3H6'HS) 7/16 IAMD4ATEDGIA880/16' AN N.,.073 VANCEVA.3/a' 149) LA MINATDaASS(V16' 118.873 VANCEVA, X16" HS) TAMIL* T 1/4' SPA •- 98 109 106 107 )80 109 MIN 740 MM11.0.0116' T 1/4' SPACK /($' 0111„00P03L3/I6"129) TAMIL( 61. T 'At_ : 6' 41rd:'m (KdfyA ALL t •T «:f*1CN:cwI iL1: ='1= ILSii> � 8622 8AcKMAD 8026A SLSACIOWAD 68026A 800A 8024A 2224 7/16' MAD 718' IMEEAD vereL0ABV/STPMICK) 0701110WOLOGY DRIVE NOKOM0 16. P.Q 1801 MOMS 68013A 68024A 10602101/ MOS* PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1,dotfas,t Yw J,utr tld,,,,/1PS !Iw F21760 NA T s 12 8000.11 E o G NSE "1 • •;' 68144 • 11 j �PZIr P ; �a :4" A. LYiI/MI4en1P.E. Ft P.E.# 68706 T 1.00o - 3.636 -- 44 O#8006 6063 -T6 1 FRAME, HEAD, JAMB AND SIDELITE SILL 1.938 7 #8008 6063 -T5 INSTALL PLATE T i --- -3.636 #8003A 6063 -T6 \.✓ OUT -SWING SILL .1- .583 10 #8056 6063 -T6 OUT -SWING LOW SILL -4 1.353 1. 3 3 #8004C 6063 -T5 A OS SILL COVER 1.378 .100 8.250 O #8013 6063 -T6 :J BOTTOM RAIL 1. .100 8.250 (� #8013A 6063 -T6 ()BOTTOM RAIL, LAG BOLT DESIGN i�^ 3.990 #8012 6063 -T6 STILE 4 4.434 21 #8014 6063 -T5 TOP RAIL 1.838 ••1 i `---- 4.434 ----►I #8014A 6063 -T5 8 TOP RAIL, LAG BOLT DESIGN #8008 6063 -T5 DRIP CAP 1 050— 1.180 1+-1 710-1 `��4T #8007 6063 -T6 ‘..`fl SCREW COVER �#8017 6063 -T5 \:..:/ TOP SWEEP T 2.240 #8016 6063-T6 24 BOTTOM SWEEP 2.544 26 #8015 6063 -T6 ASTRAGAL 170 MAFL34� EXIRUSIONPROFILES ALUM FRENCH DOOR & SIDE LITES, IMPACT 4M1MtlM.f . .r a�aow as MN 11/2 18 07 12 I 8000.11 E `,.o`N LYNN A9gR /, * ; e10. X105 • A. LYN I MILlxri, P.E. FL P.E.# 53706 —.078 27 #8021 B 6063 -T6 GEAR HINGE, JAMB L { J2�f- s1 #8028 6063 -T5 SL HEAD TRIM C, #8022 6063 -T5 �=J BACKBEAD .072 #8020A 6063 -T6 GEAR HINGE, COVER O M, #8056.6063 -T4 SUBSILL, OPTIONAL .142 �1.7883� 29 #8018 6063 -T5 HINGE, BACK-UP .078 0=4 0 #8019A 6063 -T6 GEAR HINGE, DOOR .818 j+ #8026A 8063 -T5 023A 6063 -T5 1 ,. SL BACKBEAD D #87/16" BEAD 70 #8010 6063 -T6 NARROW SL JAMB .887 #8024A 6063-T6 I.G. BEAD .125 r0-1.892� 37 #8039 6063 -T6 TRUSS CLAMP 3.251 1.838 #8033B 6105 -T5 80 FD ASS'Y BEAM -- 2.313 --y1 62 #8029 6063 -T5 SL JAMB TRIM •- +rd.•-...'.%11P,405, . iisan EXTRUSION PROFILES "ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD764 172 11 d 12 1 11 I E dttIuil * ; 140.88' -0 •• ArAe OF . T A. LY 4J8 N, P.e. FL P.e.O 68705 rr -4rrid 11• 11" — _ 10.871" MAX Afflgi O }C. ANCH ... 18.600' �V ,.. f ti F+ HT. QTY. MAX . 98 3/4" - (5) O.C. — 96 314" - (8) 91314" -(8) 91314 ° -(8) w 87 4 " -(6) ` 873/4° •(8) 1 833/4° • (8) _ 83 3/4° -(7) _ ! 79314 " -(6) 11• 793/4 " -(7) 11" igliALA (CONCRETE) A DETAIL B (SNOOD) (SINGLE PANEL) (SINGLE PANEL) ANCHOR �8: ANCHOR TYPES: 1 OR ▪ 3" MIN, HEAD & SILLS 11• 3' MIN. ®TYP -... ANCHOR ATYP. CLUSTER _ (TYPICAL) - 11 JAMB %raj 963/4 " -(6) 913/4 " -(6) 87 3/4"- (6) 83314 " -(6) 79314 " -(6) II 4 MAX. 1 f4 (- 2) 8P. TYPEQ • • - r- A DETAIL C (CONCRETE)e NOTE (2 OR MORE PANELS) ARE CABW PFu ANCHOR R TYPES: OF ANCHOR LOCATIONS 8" 3° II4 11(bQ 1 1 @ 1441. HEAD & 811.1. ANCHOR CLUSTER (TYPICAL) 1111 Oler-11 11" > 96314 " -(8) 91314° -(8) 87 3/4" -(8) 83314 " -(7) 793:4 " -(7) 4144 Q 1 A DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS 0 AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS. NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE - PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE -FLEX 3 -1912 STEEL SCREW (G8) CONCRETE SUBSTRATE USE TYPE 1 AT 18/8" MIN. EMBEDMENT OR TYPE 2 AT 1314" EMBEDMENT. 13/4 MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3G" MIN. EMBEDMENT. 3.8taLEPANW. GONFIGURT(QNS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SILL. 8" MAX. FROM FRAME CORNERS. JVWB3 ...........11" MAX. FROM FRAME CORNERS. 18.600" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.671 "MAX. O.C. WOOD SUBSTRATE (DETAIL 8). 4. T .OR MORE PANEL CONFIOU : (DETAIL C. CONCRETE SUBSTRATE) HEAD AND SILL... ..8" MAX FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS ....11• MAX. FROM FRAME CORNERS AND 18.810° MAX O.C. 6, TWO OR MO,$tE PANEL CONFIGURATIONS : (DETAIL 0, WOOD SUBSTRATE) HEAD AND SILL..." MAX FROM FRAME CORNERS, AND AT 3". W, 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED M ON PANEL WIDTHS OVER 27 3/4". JAMBS.. 11 "MAX. FROM FRAME CORNERS AND 10.671" MAX. O.C. Met* DM Rbbe 10141O141 RO?1P VANNOTo aE RnmrrMa tM%. MC a Rama Ammo" mamawoMVlaMIa 4��a. DIM sNNNs mow owe 4.1% Melia amass etrlat roauweensesfiar 10.571" MAX. L.1: 41105 "ers i ANCHORAGE SPACING ALUM FRENCH DOOR & SIDE LIiES, IMPACT Imo 1 141 O 0 12 1 800041 I E U IIIStt,, LYNN */ No. 58708 gip`: oo 1111 e p�<c STATE OF �� "Si`S/ /ONR4 %, k"� A. LYP9(I d4iLL�� P E FL REM 88705 1/4" MAX GROUT, SEE NOTE 5 CONCRETE ANCHOR SEE NOTE 1 OPTIONAL WOOD ANCHOR, 1/4° MAX. WOOD ANCHOR. GROUT SEE NOTE 2 OPTIONAL SEE NOTE 6 ;3.41 1MIP) i:•.' tg,.. SEE i' '3 .. •: ;. - �` EMEEO. �, _ : r. '3."I Ksi iiAIN.; j.•:: `•:. , BEE 13/8' "C P1�:RETE''; �,? : ' �' ".•t. NOTE 1 "P;•CO RETEI ° n.1 - NOTE 1 MIN. TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) 1/ J MAX SHIM COAETE ANCHOR, SEE NOTE 1 ® CONCRETE ANCHOR NE NOTE 1 OPTIONAL SIDE LITE SILL (SUBSILL TO CONCRETE) 1/4"A MAX. SHIM TYPICAL SIDE LITE SILL (DIRECT TO WOOD) <11:3 EXTERIOR INTERIOR [> (ALL HEAD 8 SILL SECTIONS) A, .!..:i.;„, sl F. ±, t • r` EMBED. �:,r... SEE Ai :".-%:;.:.:-.;;,:.)-4,1 `:= NOTE 1 • "1,:',5 --1' 2xWO0D j SEE NOTE 3 1x WOOD SEE NOTE 3 13/8" MIN. OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4" 384 CRETE -FLEX. MIN, DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °. MIN. EMBEDMENT: 114" ULTRACON -13/8",114° 884 CRETE -FLEX - 13/4 ". 2. FOR WOOD APPLICATIONS USE 812 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE- FLEX -13/8" MIN. EMBEDMENT FOR EITHER 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 117' THICK. 1x W000 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACH TO ALUM: THE MAT'L SHALL BE A MIL STRENGTH OF 808346 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A ()'12 3M8 WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED NON- 8HRWK, MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRA AND TRAPS TYPICAL DOOR & SIDE LITE HEAD CHANGED 'MAQO 10141RACOPP. W FJG TECIMLOGY OWE Maid Near }ply LIR74 5 tttittlit117i� `��4NV LYNN �� i;, ..( /i .....„44,,,... •uCt3NStc •.trip */ No. 58705 '• * IkelhoWdet 'Oak wow - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) FERSHEARLOADTO8UBS1HiATE 10 it t( ANCHORAGE DETAIL6t �.,'� taxlo �� Ire ALUM. FRENCH DOOR & SIDE /TES, IMPACT ��%�SONAL cC�� ay. o* A. LYP I'mI 70 P.E. FD78o 1 1/4 111 e 12 ' 8000.11 rE FL P.E4 58708 owcr <IR EXTERIOR INTERIOR c> (ALL SILL SECTIONS) CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 1/4" MAX. GROUT, SEE NOTE 6, SHEET 11 OPTIONAL TYPICAL DOOR SILL (DIRECT TO CONCRETE) OPTIONAL DOOR SILL (SUBSILL TO CONCRETE) .7. * A CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 TYPICAL DOOR SILL (DIRECT TO WOOD) ROW. A SEE CONCRETE —.- 1, A ANCHOR, SHEET '111 SEE NOTE 1, SHEET 11 . . .. 401110■1■711:1 III!, Mil ■Ii V 41111.1.. 11 3.4 KM Mh>Li•,,r•;:i.. CONCRETE OR 1.6 KSI MIN. MU ix WOOD, SEE NOTE 3. , SHEET 11 ' 1/4" MAX. SHIM-1 I.-- TYPICAL DOOR & SIDE LITE JAMB F.K 123104 NO CIMNGEB MOT UMW, SEE NOTE 3, SHEET 11 WOOD ANCHOR, SEE NOTE 1, SHEET 11 1/4° MAX. GROUT, SEE NOTE 6, SHEET 11 OPTIONAL OPTIONAL DOOR SILL (SUBSILL TO WOOD) CONCRETE ANC:HOR, 3/8. SEE NOTE 2, MIN."'t SHEET 11 1111111111111 1/4" MAX SHIM —.4 1",— W?4VOWGYM NOICOMA AWN R. SON -I ANCHORAGE DETAILS Whe ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD710 174 [ 12 v12 16.1"4‘ 800041 rE %omits', •"' . !-Y * No. 58705 STATE OF /IV? '.•/':%%9*0..'1*f.L.91!1%.4"CrS A. /I:4 P. E. FL P.E.8 58706 MIAM COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, North Venice, P11.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal 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 11OA # 10- 0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidadesovioeca/ NOA No 11- 0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E-1), dated 02/28-11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10- 0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, F.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERi'1F1CATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and 1BC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and xpi 'ng on 05/26/16. 4 E -1 Perez, P.E. Product 1Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS E MULTIPLE ULTIPLE MULLIONS SEE DETAILS ATHRUG: SHEETS 2,3 --OPENING WIDTH FOR VERTICAL INEL BEE DETA8.8 AA,G,1* SHEETS 24 ARCI4STOBE INSCRIBED INSIDE ANGULAR * OAPH 1 G 814881824 LENGTH HORIZONTAL LENGTH 'SEE DETABS SEEMS 23 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFltiURATIQWS: HEIGHT HCRIZONTN. 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT 811E SHOWN ON TIE TABLE(S). SEE DETAIL B. GENERAL NOTES;. 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION 1S UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS TREE- FLOATING° AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST TIE W84DLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT Kt MORE THAN L/180. THE 1/3 MESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER mime OF ENTIRE ASSEMBLY IS 714E RESPONSIBILITY OF OTHERS AND 18 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNPFS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DE81011 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHAD. APPLY. SHEET FENESTRATION PRODUCTS MAY BE OFANYTYNR, MUST= MANUFACTURED BY POT. 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 08 COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: F11.4443; ELCO ULTRAC0N/AGGRE4ATOR NOM; AN88AF&PA NDS FOR WOOD CONSTRUCTION; ADM - ALUMINUM DESIGN MANUAL 9) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENT$ OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH POT - APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MUlLUONS ARE 114 COMPLIANCE FOR USE IN THE HVHZ. Z. SINGLE MULLION SINGLE MULLION 'Th SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE, OPENING WIDTH _4 OPENING MOTH L FOR VERTICAL MUU. FOR VERTICAL MULL MULTIPLE MULLIONS INBTRUCTION8: GENERAL N0T58--- ,- ..»,- .-...1 INSTRUCTIONS 1 ELEVATIONS---- ...»..---- . --_- -. 1 MULL TO 2X WOOD...,.......,....... 2 MULL TO IX & MA 0 RY.,.,..— 2 INSTALLATION 2 MULL TO MASW RY« „ »..w....3 WILL TO STEEL STUD.............. 3 MULLTO MULL ..._...„. „,.,.,,.«......,..9 ANCHOR 3 ALTERNATATE OUP &,.... ».....4 BAY MULL INSTALLATION---- ..-..4 1 X 2 X.121 MULL $PEGS «......_...8 1 X 2 X.378 KILLSPECS..- ..w. -..8 1 X2.782378 MULLSPECS.m__7 1 X 2.78 X.e MULL SPED- - --- -8 1 X 3.126X.500 MULL. SPECS---0 1 X 4 X.128 MULL. SPECS.----.10 1 X 4X 378 MUU. SPECS—.--..11 1.2X 3.188 X.285 MULLSPECS.,.12 2X 4 X.28 MULL SPECK- ,- „..,......13 2XEX.26 MULL SPECB 14 1.28X 2.11 X.128 MULL SPECS - -18 30' X 3.2SBAY AM SPECS-- .-,.16 48' X 3.25 BAY MULL SPECS--17 MULLION &CUP DIMENSIONS-18O EXAMPLES 1 S 2._.._---- ....- .....21 LOADING EXAMPLES..----- _..._22 1) DETERMINE THE 08-51011 PRE88URE REQUIREMENT (LBSIFT'1 FOR THE OPENING USING THE ASC167 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OR THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IP THE WIND LOADING I8' RECTANGULAR' OR 'THWNGULAWIRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S LLON CAP CITY t.881F1) FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MILLION IS B PAAININ0 VERTICA-LY OR HORIZONTALLY). THE _l___4N__W__AQUANEEL OBTAINED SHALL MEET OR EXCEED THE Iw(il Ptfl RFgBI - HEQU8REMENT 0.89/FI') FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALE IN THE NEXT COLUMN jC DR CAPACITY REQUIRED 0S) THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE SY THE ANCHORS AND MUST BE MET TO ATTAIN THE FILL MULLION CAPACITY. 8) FROM THE igl,,actleagaYAM TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERTFYT AT THE REQUIRED ANCHOR CAPACITY E MET. 7) IF THE MULL ltN CAPACITY OBTAINED IN THE TABLE 1S HIGHER THAN THE • ; iS� • - E= - z L_ 12IY FOR THE OPENING. YOU MAY USE THE ANCHOR CAPACTIY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER CHOR CAP ITV REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LOS/FP) FOR THE FENESTRATION PRODUCT TO BE USED AND BARE WITH THE FINAL MULLION CAPACITYTLBS /OBTAINED FOR THE MULLION SYSTEM. TIE LOWER OF THE TWO SHAD- APPLY FOR THE ENTIRE MULLED FENESTRATION RODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. m 3 3 L 1 co PRODUCT REVISED as complying %HINE/O OWNIti; Code Acceptance� P• DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CUP MAY 1313 INSTALLED EY THIS METHOD. /—MULLION 085 840078 111-20 FCR LOCATIONS EDGE FOR WOOD STANCE 4 (611> SCREWS L x FOR ALL MULLIONS EXTERIOR TYPANCHOR SUBSTRATE. SE TABLES TIMM TYP. ANCHOR 7—EDGPER SUESTRATEL EATED SEE TABLES 15-10 DISTANCE SEE TABLES 16.106 FRONT VIEW ,WIALIMMQ11,g. SIDE VIEW 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION GM SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATON ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR Dames, THE CORRECT QUANTITY MG) LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR MAD TYPE MAY BE PANHEAD, NOMAD OR FunmEAD. 4) WOOD BUCKS ARE OPTIONAL SEE DETAIL C, SHEET 3. 5) FOR mAsolow APPUCATIONS IN MIAMI-DADE counmr, USE om.y from-mum couury APPROVED ELCClULTRACON OR ELCO 114* 8.8. AGGREGATOR MASONRY ANCHORS. DETAIL S: MULLION ATTACHED TO 'IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) IN". ANCHOR PER SUBSTRATE. SEE SEE TABLES 113-100 ESN 2.7 • MGE CONCRETE OR CAW' • • I °STANCE, SEE GEE TABLES EDGE DISTANCE SEIM FOR [EMMERT ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS SIDE VIEW moot ma STANDARD OR OFFSET MULL CtEI MAY SE INSTMIED SY THIS METHOD. uJ 03 2 a 1 ; I 0 L I 1 1-4 pRonucr REVISE) as comptyls# wbb EbYdds jflj Code Awailence *,:.;Al DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) ERNATHE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THE MERIOD. EXTERIOR SUBSTRATE, SEE TABLES 113.10B EDGEOIBTANCE FOR MASONRY TYP.ANCHOR • SUBSTRATE. ,r; 9EE TABLES 1& • , 1401E7 KIN CITE GROW FRONT VIEW )NSTALI,ATWN NOTES•. ... _D181ANCE SEE TABLES MIN 27 KM CRETE OR t88) 1B•1001 SIDE VIEW 1) ANCHOR EMBEDMENT TO BASE MATERIN. SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY I8 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) W000 BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI.DADE COUNTY APPROVED ELCO ULTRACCN OR ELC.O 1/4" 8.8. AGGREGATOR MASONRY ANCHORS. DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) 1407g 1) MAY BE INSTALLED IN "TEE" OR "CROSS` INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY, 3) SEE U-CUP DRAWINGS, SHEETS 18.20 FOR CORRESPONDING MULLION. FRONT VIEW SEE SHEETS 1 &10 FOR LOOKRONS DISTANCE EDGE SEE TAMES 1B-10B DETAIL 0: MULLION ATTACHED TO STEEL STUD (STANDARD CUP SHOWN) 8B SHEETS 1840 FOR • HOLE LOCATE SIDE VIEW Mgt 1) FOR 2X WOOD - BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MUWON TABLES, SHEETS 6--17, FOR QUANTITY OF SCREWS. SIDE VIEW ROPE DISTANCE TA�BLSO 1 &108 s 4 1 1 PRODUCTRBVEND BBi C,tda�al0 Accept/1 mNM Iy /k' 1( Date V•, etc rtc „ttt111IT,I,, Nkl 14•M 4/44 ''iii 1j : ytGEN3S •'1) • *: 140.68706 amt :w ATE �. �i •. ,.LOR8o4:•• c it s %� `‘ '�:, S�ONA4 i�,�. A. LYISN' R, P.E. FL P.E.# 88705 DETAIL H: BAY MULLION INSTALLATION (ANGLE OUP) 20° OR 4r BAY MUU. TOP VIEW SLOE VIEW SHOWN WITH 1°X 4"X.126° MULLION TOP VIEW STANDARD MULLION CLIP MODIFOID TO PLT FIELD COMMONS. 2'XrX.1�° ANGLE CLIP„ 2 PER MUWON END, MST BE B8TA11312 QN81DE OP KILL. Zvi STANDARD OUP TO OE MODIPEDD FIELD INTO WOOD, STEEL, ALtB✓!, OMU OR MASONRY PRODUCT REVISED E =Implying with theFladds WA" Code Aomptimoe No . r: ✓ .. j Date NOTES FOR IVSTAU.ATION OPTIONS F: 1) DETAIL 13 NOT APPLICABLE FOR THE BAY OR 1.25° X Z11" X .128° MULLION. 2) SEE TABLES 18.108 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) THE 2X8 CUP IS NOT SUITABLE FOR THIS APPLICATION. NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CUPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLON. 2) DETAIL 0: SEE TABLES 10.118 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITES AND SHEETS 18.20 FOR HOLE LOCATIONS. L�I'Ullt ,t LYNN * 430.58705 %. • t( 19 $tU� Te �i�i(� •. „PLOR10Pr:(9 z A L41 M11212,R, P.E. PL P.E.NI68706 TABLE 1A 1 x2x.128 Alum. Tube Mem Mullen Capaa*l Table (Ib9At) Opening Width (for mo3ons)or Opening He8M (tor hori t6lg nt mullions) 60In 8021 7061 0061 • 90194 1001n 1281n 14012 16011 1911/1naaa. Rentan@ulea 1 7Mp!Tdmg Lading Tte1�0�. 4.6 RealanguIar 160981 1• Loading 186(40 9 1 Reatanular 1.49999 796670910. Lading Wading Rantartattlex 149 231 90409@619 406490 it 1 1 C f 1 1 it 1 1 11. a� 14- 1 1 fi 1 42141 111.0 410 138.8 932 408 118.6 126 728 107.8 321 820 408 1044 319 821 104.0 310 1 66.9 104.0 310 468 408 104.0 319 829 408 104.0 38.0 408 1060 318 4864 74.9 312 10.8 82.4 312 262 68.8 212 87.0 248 468 312 248 419 312 81.3 244 1 379 312 01.0 244 31.2 312 81.0 244 29.8 312 819 244 23.9 81.0 244 60.626M 820 768 83.2 281 81.5 48.8 667 234 320 281 821 222 368 281 621 238681.6 281 43.8 210 266 281 49.3 219 208 428 910 260 281 219 5464 608 241 67.5 291' 43.9 247 49.8 ' 879 44.8 138 329 41.6 138 247 39.4 184 1 29.3 247 83.4 193 21.9 247 38.1 189 *1 199 18.4 247 ,861 193 8041 38.4 41.2 170 320 210 364 110 274 238 219 183 24.0 229 180 21.3 200 87.1 188 1 182 200 269 167 160 200 260 1021 331 358 279 181 30.3 103 38.7 229 149 227 181 24.8 148 *4 181 22.8 144 6 18.0 181 21.7 143 8021 38.8 188 00.8 442 24.0 185 241 138 29.6 261 138 *0 185 21.0 134 721* 202 138 265 120 189 129 118 149 138 17.8 116 7541 18.9 128. 127 109 18.7 121 16.8 107 781n 17.6 148 *2 104 TABLE 1B Maher Capacity Table ) Anal*/ Cep Patten 073 Camels 3.664060 Hdite.CMU 19190 4248 PTWOod Am11a77pK any 86104 8688 1W 306 42166094 N16't tilt 398° Ego 4.81999 114° awe Maxon 144'88 E190 A>r 6116' Ego 114' 88 Mao Ames as 910 Steel 139444910) 1112 Meet 118949 0151 8112 9199 Sin (019 Edge 1216696:9 012 2.115 1' 2412° 3.138° 3.147 r 24? 7 &118° 7 0.411' 0.84' 0.384' 904469090 M 2 Arch= 00475' MM. 0.5.18tmtdmd 990601 C6p 599.1 4 Mime 09 1.78' Ma 0.0.1106988 d COO 136 579.23 1.914° 33808 1484° 30068 1414' 468103 1404' 690894 2° 1041106 1.114' 270186 1.14' 2803394 1-11• 384140 1 -114' 74008 0164° 40826 1.144° 866409 2' 1162166 1.717 32399 • 1457 42068 10608604) se 166 480135 70098 SSA r6A 46A NA 34084e WA 141* BSA 862236 838116 11201 * 4Anolue M 8'M460.01(021019010m1161599. 33 2 Anshan 411048' Ma 0.2. /11429. Into 18° Admu (1118.43 780 04.4 78016 8803.3 1660 94 1800 68 84429 03898 BSA 700464 22898 NO 66 2864 98 08208 E6061b3 1120143 141A 1926 6SA NIA x/A NIA NtA 141* BSA 411A 6SA *SA 718103 1 Anchor I F•B5 579.63 13808 138166 226193 440126 87208 13869 14028 17798 300729 22418 33226 09106 18366 21006 28006 2Anshore 401.16' M66 O.OJ 94190418. 65 238168 36068 KA 19A NIA 190978 MA NSA 6SA 316389 42006 08086 NOM FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD 12.06. 1' 0 0 [INURE! 3: • • FIGURE e: N 0 'IGURE x • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 8: FIGURE 6: 0 • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (OWN ANCHOR CAR...." =ANCHOR CAR.. `A USE THIS FORMULA TO OBTAIN TM ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. TWLLYIELDAMINIMUMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE 81-EET8 2.4 FOR GENERAL INSTAUATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WITH$ IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE MILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- F®.LED CONCRETE BLOCK UNIT (GMU) SHALL CONFORM TO 147861 0-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6083 -78 AND BE A MINIMUM OF .128° THICK. STEEL STUD$ TO BE A MINIMUM GRADE 39 AND . 048" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .120° THICK AND A38. ALL ANCHORS INTO METAL SHAD. EXTEND AT LEAST S SCREW THREAD BEYOND THE MATERIAL TABLE 2A Mul on Caper Table (B151n4) 1x21.375 Ahem. Tube Mutton 899 809 Opanleg WNW (for re ICSIy4per618g muttons) or Opon19 Hetght({a 13 0talp•8paradltg flaws/ 70 In 8081 939 1009 1209 1401a Reolangulat Loadtng Loading R Loading Laadh9 N Loa3i9 11mpTdmq. LosEng Loading 7h1p7rda46 Iasreng tm111ng Trt (rdalg. Long Gar LSOe Leg Redmond Loading 749914,4646 7cW8tq Itdd16 Icy t�prwm Looting Neae<g16ar Loelding Tt '1192. Loading 1 1 1 4281 451a 609,09 0465 009 839 6065 729 769 1790 390 007 1 II 170.0 186.0 1 151.8 418 101.4 eat 607 1 it 170.0 476 110.2 410 1 I 128.7 85.9 abs 007 170.0 108.7 000 441 1 11 113.5 790 458 1149 375 88.4 466 371 74.1 466 90.6 389 64.5 039 836 71,2 400 802 335 81.0 72.7 83.4 324 620 275 51.9 5'1.5 270 920 51.3 284 30.9 294 67.4 262 44.6 284 48.2 30.4 284 430 241 33.6 425 220 220 42.4 220 33.4 81.8 221 292 228 0r.6 202 7665 268 32.0 09,5 188 177 20.0 25.8 32.2 272 191 173 227 228 31.0 202 20.4 239 1188 170 229 192 1 1899 102.8 518 399 1 11 100.9 07.8 882 061 d 11 160.9 098 817 397 64.6 67.8 466 81.3 357 679 318 47.5 460 04.0 310 429 80.6 224 43.9 207 237 264 37.1 234 34.1 218 28,0 288 31,8 210 202 220 219 158 209 228 239 122 167 17,0 169 192 66.1 20.2 152 220 182 17.7 182 127 188 1617 292 102 10.7 166 1 11 00.0 10.3 1 11 08'2 660 I 517 368 1 78.7 80.7 884 BW 1 168.0 09,0 517 398 1 64.8 43.4 682 807 1 1869 60.0 1 I 017 1 08.1 33.0 eat ear 1 11 118.0 04.0 146 486 66.0 888 90.0 366 07.0 486 60.0 356 324 66.0 366 400 629 314 ass 81.8 328 613 313 38.7 400 01.0 313 324 420 255 28.0 324 40.8 222 324 18.8 428 263 33.2 232 22.4 204 38.8 192 280 33.4 230 16.8 93.4 208 66.6 212 19.8 288 20.0 210 127 288 277 14.6 27.7 266 202 221 18.4 130 18.0 228 183 12.8 662 303 18.7 177 163 129 109 226 120 178 129 158 11.3 0.s 225 19.6 179 18.6 168 18.1 187 14.2 166 19.8 108 119 102 162 182 141 162 14.4 180 8.8 102 14.2 180 6018 189 144 10.0 16,4 144 161 126 669 18.2 127 16,0 118 TABLE 26 A716horCIp Morns Substattm AndloarRom Edge gs10 oe 04k 1 067 278 ens' 094 MI MI P 2-12" 1.304` 1344 Co4e0ae 164 040 854066 1' 2+112 1-774 1414' Anchor Capat/ 3.00 Cann N15 000 Mom 6110' 2' Table (Bra) 1516" Moo Macon r 1-114' 812° 1.1/4 Moo 114' Mao Macon P 2,427 1414" 1.24' 4'711024 'or esseo PAW 0ao Aggraflatoe Macon 1/4'88 Mao A0pe316or 810 Mad 012 Sled 801881(48) 50161r (G21) 81281/0 eooldr (G0) 2' 0,4/8" 0.48' 094 5.224 1.1W 1.174 3' Anshan 04.75' 981 O.C.1 Started or 06116 CIp 490.11 4 Mom ®1.15 t u n 0.90 ( F 1 9 . COW CV 4 Anchors 06 5 004 4C. I W 298 APO Cho / M. sr 2 Andm41 0.46'ion. 0.G/ U4119, 11609I8"ANe45184k 390 me 38090 46090 700191 78096 70009 400114 N/A 6MMEM 89698 184490 NIA NIA 16000* 189894 v6 ms N1A 64003 32094 354101 36013 NIA 95091 NIA 7401M 46691 664121 NIA NIA MA 766064 838110 86603 1427 1428" 13813 420109 118296 596 80298 238498 85298 3694) Ole 580104 84095 112083 NIA 006 latA NIA NIA NIA NM a7A O2A 84299 .5BA 116699 748166 1 Ardor / FCtlp 09915 10063 2Anclm Gl 1.15MIa O.C/F.G89(Ftg. bk 2109 16891 125 Ito 44699 822 Ms 13593 140 96 17703 310 Me 20499 33296 89103 163011 21099 • 220 9s 06003 t0A NIA NIA 566 100 83 WA 325 Ms 4140101 8609/ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCIOR VALUES AS THE STANDARD CUP FIGURE 1 • 0 0 FIGURE 3: • FIGURE 4: 181 GURE • ANGLE CAP MUST BE USED IN PAIRS. FIGURE G FIGURE 8: 0 • ANCHOR CAPACITY ADJUSTMENT FORMULAO UP. ) X (MLB110NC.AP.„51.,) `ANCHOR CAP... USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDWG TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT i8 LOWER THAN THE MULLON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALBY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 21 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MW.). LENGTHS ANDIOR OPENING MYTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN TIE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPEOFICATIO NS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHAD. CONFORM TO ASTM 020. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE 808378 AND BE A MINIMUM OF .126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL 87881. TO BE AT LEAST . 128° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --al 'LOW la- 1" X 2' X .375" MULLION TABLE 3A 122.75 x 378 Ablm. Tube 421n 5010 60117 Mullen Capacity Table (Ibdlt ) Opening WRldth00 nun* l5) or Opening HoWht (for hotbomapspanningmem) 7001 0014 306 140ro Redengular tae w 1008115 Loading Rectangular Loading 795292 Loading Ring 19912 Loading Leman 1oad61a Raeoapular Loading Taprmerg, Loading 120 Roommear 140 01 180b loadkts R2targular loading T/19fl1l Loading R9999 TapTdmS. Loading 11 if 1 11 170.0 a 1 11: 1 11 11- 1 11 1 11 pp fl 1 11 1 11 if 1 1 170.0 170.0 744 170.0 478 1700 889 170.0 605 1700 170.0 514 170.0 1118 170.0 621 170.0 1240 1700 621 1487 1031 170.0 127.8 1801 170.0 170.0 821 4914 170.0 170.0 894 170.0 880 170.0 170.0 170.0 1198 170.0 881 151.8 1185 170.0 1089 1135 170.0 113.9 1139 170.0 87.9 1199 174,0 85.4 1135 1789 50028 In 170.0 747 170.0 170.5 098 1700 831 187.8 1022 564 148.8 170.0 728 130.8 1932 170.0 747 117.4 192 974 1039 1700 758 83.8 1682 170.0 786 73.4 1092 1700 758 04 to 1700 797 170.0 812 181.3 170.0 891 139.2 007 184,7 770 1917 1528 720 107.3 148.0 714 648 907 141.1 710 808 140.0 709 69.1 007 140.0 700 304 007 1400 709 30111 141.1 181.8 825 1179 735 130.9 811 100.8 730 1189 852 735 100.2 890 79.4 738 30.8 883 705 798 08.1 878 66.8 736 81.8 874 804 91.8 704 44.1 738 912 874 8610 8e in 121.0 OW 130.0 108.0 007 112.4 570 922 101.8 30.3 111.8 887 87.9 888 30.0 547 807 931 811 721n 019 610 88.8 443 810 79.0 434 747 9w 311_` 68.0 78.2 043 80.1 538 807 77.1 493 87.7 588 506 899 71.8 891 809 590 907 799 679 629 481 90.8 75.8 521 442 407 83.4 478 43.8 57.9 76.5 82.7 621 474 301 59.1 530 748 807 827 021 474 64.3 423 61.0 610 874 418 444 610 893 413 408 510 880 409 34.0 810 45.9 90.2 510 44.4 998 26.6 810 44.8 350 781n 094 488 79.8 57.8 468 81.7 302 489 64.1 43.4 488 45.9 430 44.8 973 94.7 41.8 240 430 37.7 982 24.8 430 359 21.7 470 347 365 78 la 84.9 87.0 381 88.8 582 435 49.8 358 401 44.7 380 85.7 404 385 $1 438 38.1 301 294 435 34.4 344 229 438 32.5 841 201 435 322 840 00 In 41.8 827 801n 34.4 287 491 35.4 344 927 35.4 230 294 327 81.8 20.1 26.9 978 23.2 327 30.7 271 249 887 93.7 289 17.4 21.0 302 14.9 109 258 247 284 21.6 287 280 246 10615 242 327 24.7 206 202 217 304 17.3 227 140 108 111111 22.3 218 227 194 28.9 215 18.1 181 15.8 215 15.8 188 214 141 28.1 944 10.1 294 172 297 18.3 237 14.4 287 18.2 392 140 185 1201e 17.0 184 17.9 187 ABLE Anchor Cap Poems 62290 275 0292,19 Anchor Capacity Table (Ibs) tee Cora Red OW Odd Edp9l341am9 9 2.177' 114' Rico 101200 Macon Mr Elm lagoon 127 Moo 1.1150:40 NO 88 Boo Eico Mom 127 123 Moo 910 Stoal 9/95 039 812 81541 law 99 F.mbalload 3/18' 81owU&m0n 1' 1' esur 24560.4 ®4.76'0.a. O.C. /54514391 or 0164149 Mg. 4And a4 91.18 Min. 0.4. t SlaWmd8901ae266 gig. 9 4Andm tg 3' Ian. QR l 91248 Angle 6p1 / flg. 33 2 Andmal OD 0.486171. O.C. / 44059.6601/8 Num. pig. 47 1.914' 8505. 43005 1-14' 31/005 70639 1.647 450 Ma 1844 9 270 9 aaa 885 20 329 Dm 420 Its gm rola 4) 630 lbrs PEA SOO On MA PEA WA too an 78065 78065 83095 1890 184 938 Uss 89 tbs 882 Ilts 683 NIA 105115 NIA MA MA NIA WA PEA 1 Anchor /14.8157 T75. 87 2 Apo80a 9 1.18 Barb 0.211 F4]p 0'g. 82 130570 225 88 822 6,4 iss 332 Wa 591 Us 183 lbs 210 19 24065 33005 NIA NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: • FIGURE • FIGURE 4: • 0 • 18I FIGURE 2. • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 5: 0 FIGURE & PEA MA mean 430 lbs 580 On ammo VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTSENT FORMULA: MULLION CAP.... USE THIS FORMULA TO MAW THVANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT M LOWER THAN THE MUUJON CAPACITY (FROM THE TABLE) OF THE SELECTED CAPACTTY WHICH MAY BE USED TO QUAUFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. sat SHEET'S 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLJON CUPS SHOWN ARE 140T TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. AU. MUUJON CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACT 301 SPECWICATIONS. HOLLOW AND GROUT-FIUED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO WM CAC WOOD SHALL ea PRESSURE-TREATED YELLOW SOUTI•EFIN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8063-T8 AND BE A MINIMUM OF .12F THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04F THXM (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12F THICK AND AK ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 scam 11•READS BEYOND THE MATERIAL., (W. O. Xi el ua 1 PRODUCT REgiSkitt was complwftyisaacith the Fhatd8 Accerance No TABLE 4A MuMoa Copaclb4 Table (mom) 1x2.78x ASO Alum. Tube ern 601n Opening 1MIdg)(formtleakepemingmull ono) orOpenblgHelib !(forFror12rnde6yF9penni mama) 70 0 &161 60171 10010 17001 140 In Rentengular 140100 7/107218 10. Laaetg 80314401346 1.38010 168.299010, Imam Rea130u93 7re0741.0. R LoatlIg Lasdhg WW2* Loadng Reetemuler Loud% Laadttg ReotnOt88r Lancing Lennang neatenaiaz lading 771112700710. 1.8160 Reo1e10t40 Loading 7140116800. LeadIng de0. Lowing 1 1 fi 1 1 it 1 g 11 1 11 1 11 g 1 11 E 11 1 1 11 if 1 11 1 11 1 1 4261 4810 80426 8 1700 170.0 170.0 620 708 747 170.0 170.0 1700 438 624 583 1700 170.0 170.0 744 860 170.0 170.0 170.0 478 604 4331 170.0 888 170.0 1700 eel 170.0 1700 1048 1704 608 1700 680 1700 884 1700 092 1133 1180 170.0 170.0 170.0 819 881 723 170.0 170.0 102.8 1118 1278 1208 1700 170.0 170.0 521 170.0 en 11700 747 1483 1240 1417 7260 170.0 1700 1704 821 880 788 170.0 141.7 121.9 1488 1417 1260 1700 170.0 1700 521 783 180.7 121.8 104.8 1820 1417 1288 170.0 176.0 170.0 521 708 138.5 188.3 01.4 1820 1417 1288 1700 170.0 1700 821 860 760 8440 1700 787 170.0 812 1700 sae 170.0 881 170.0 1118 170.0 784 160.7 1130 1704 803 1096 1130 170.0 891 1206 1130 170.0 888 100.5 1160 1720 881 88.1 1130 170.0 881 703 1130 170.0 600 170.0 888 170.0 701 1488 918 1825 128.8 910 144.6 748 109.0 915 1325 974 915 726 87.9 918 118.5 760 73.2 919 114.4 718 82.8 918 114.4 718 94.9 815 114.4 715 600 181.8 830 101.0 710 128.8 1388 e94 160.8 930 1282 eel 94.8 860 1122 870 84.4 860 104.8 892 78.0 830 004 888 83.3 94.8 841 860 64.1 848 47.4 001 04.1 849 01n 1321 140.0 110.0 787 110.0 72 In 101.7 1089 84.8 01.0 540 781n 899 871 80A 498 721 671 78,8 488 787 1089 624 826 787 08.1 914 78.4 757 881 008 010 787 042 600 880 780 083 47.2 787 789 891 41.3 760 70.2 681 00.1 No 83.6 889 722 521 40.8 OH 860 628 424 838 87.2 823 838 863 31.8 888 682 07.4 479 84.1 60.8 571 889 484 482 671 916 409 380 871 47.0 481 30.9 671 447 220 44.5 448 7841 00.0 542 88.4 474 887 642 87.1 642 821 410 50.0 642 887 449 44.4 842 61.0 442 40.0 47.5 477 396 842 424 420 28.8 642 408 425 280 542 461 423 8010 821 460 69.7 43.4 40.4 886 37 407 894 349 325 365 289 821 88$ 284 407 228 334 21.7 221 627 18.8 407 24.1 183 219 318 9810 429 888 44.1 820 028 372 314 60.7 608 32.4 809 28.8 368 286 304 23.8 281 21.6 388 2.0 298 176 21.0 8 15.3 360 192 284 10861 30.1 283 304 20.1 283 29 601 219 283 226 247 188 203 19.9 244 10.7 289 181 188 237 11101 27.8 287 283 242 23.1 297 23.8 238 10.8 210 20.8 288 17.8 18.3 281 15.4 18.5 228 120 In 22.0 229 223 209 183 229 18.8 205 10.7 229 102 Zet TABLE 48 M ar ClpPMBeme 27k Comets AnahorCapaol, Table (019) 3.& Cam. Ho00rVIII Fwd 12dU PT Wood Anoka Trp2 041661aoU4r000n Edge 0108/08 Oo)1 1° 144° Mao id69o5 34434 1° 2412 8116 Eton Mama 3916 Moo421e o 1/4° Elm 1141698.1 104186 6�0 A9meBOm 6446° Moo 18.988140 A90ab44w MO Mai 912& 4 Meet B44m8106) 8818.(01) Saw 5104 3416 1° 2112' 4 21131 2° 34/6 0.40' 8.%° 0.324 Embadm44d 860: 1-38° 13/4° 1.894' 1.301 r 1-114' 1.1/4' 1-1447 1-144° 1.14° 14/4" 1406 1418° 2 Anoka 58 476' Mki. 0.0.1 &aodard or Mal alp 39003 3600. 4600. 68008 184408 2700. 2600. 98488. 740514 489101 6841m 11121.8 32810 0. (see note 160 08 112011. 1120188 401 8451.16693.0.0.4 SWUM (or Men COp Q7p.$ 46008 700014 WA 9rA 624 6006» 990 WA 862 toe 4 Menem 1$ 6 680. 0.0.4(2) 2ffiA0�919ps 1(flp. 3k 2 Anoka 420.44360.0.0.4114160 into 116 AW44. 4k 1 Amber 4 9437 8776 0 7 Anoka Ml1.16° 1®4.0.0J kOlp 640.01 240 0t 780 971 700 7600. 180 0000. l4/A 188098 189800 10* 9481 84080 944 68084 887. 974 780169 10. 938 91. 86011. 238404 86208 H/A MA NMA 18809 19893 29908 44600 822 as 13911. 140 014 171 09 37000 23109 333 O0 6010. 8800. NM N/A !gA 18004 MA WA WA 811* fl0A WA 71611. 188110 28008 82770 42008 800119 21000 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLP FRE 1: FIGURE 3, • FIGURE 4: FIGURE 2 • • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 6: FIGURE & • • • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: USE TH1S FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED" CORRESPONDIt40 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MDIIMIAM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FRONI THE ANCHOR CAPACITY TABLE TABLE NOM& 1) SPE SHEET 1 FOR INSTRUCTIMIS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BEIWEEN MULL LENGTHS AND/OR OPENING WIDTM IS ALLOWABLE 3) MULLION AND MULUON CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DWIENSIONS, SEE SHEETS 1840. ALL MULUON CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 13-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATION& HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (MU) SHAU. CONFORM TO ASTM 0430. 1/1/00D SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 600348 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" THICK (13 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125* THICK AND ME ALL ANCHORS INTO METAL !MAU. EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1 as eenoying with the Flan* IluildEng code 4 4110:/I oGENse svi 1$4ViNW* LYNU FL REA 58705 TABLE 6A Mufloa Capacity Table Mant5) 1 "x3.126"x .300" N1an Tube Mug 4010 opening tnnd111(tor xecallyspt: r1u18ions) a opole%HeV t (ex beibe11 a*epam>b1g mlll9n9) 70 61 8010 00 in 10089 1208 140 1n Lotabg 7aptiang. L9a1tlrg Reatalguir boding 11449104112 LoaSng 10071129. Irading trading Loading f Loading 7 1 4 4 7 191411. L Radangub laadIng 7npmsg babas 7n. Loading Low&9e Reclangsdar Lona Loading 1 1 1 1 g 1 1 1 1 1 1 II 1 1 1 1 170.0 910 170.0 1700 744 1700 478 170.0 888 170.0 586 170.0 992 170.0 519 1700 1118 1700 1700 1240 1700 021 170.9 1488 170.0 1706 1738 1700 821 180.4 821 48 91 1700 654 1700 880 1700 1740 092 4700 830 170.0 1183 1700 651 11700 4278 170.0 877 170.0 1417 170.0 157.7 1047 170.0 125.1 1811 170.0 118.2 1577 680 30.52861 170.0 747 9740 863 170.0 890 170.0 831 1700 1048 1700 684 1740 1188 1700 723 1 170.0 1845 1700 747 1700 1494 170.0 758 141.7 1495 170.0 121.5 1490 170.0 749 108.3 170.0 8461 170.0 1700 612 170.0 1700 891 1700 1118 170.0 784 1700 1275 170.0 100 11ea1 1401 170.0 431 149.5 1401 170.0 800 124.6 1491 1740 881 149.8 1401 170.0 581 88.4 1401 8001 1700 885 1/00 751 1010 797 1855 1188 170.0 876 138.7 1158 187.0 925 1 123.8 1180 118.5 911 111.0 1158 1407 510 024 1188 14.6 903 703 1188 144.6 900 61.4 1156 144.5 831n 170,0 170.0 745 189.8 1048 170.0 880 137.0 1049 158.5 eso 1188 1009 141.7 848 11045 1048 1820 838 88.0 1049 1264 706 1019 1103 820 808 1049 118.9 819 696 118.8 8891 188.0 955 1700 789 1596 > 181.3 119.1 858 133,7 788 104.2 955 121.4 778 1 926 855 112.8 788 854 106.4 040 749 59.6 058 987 748 621 1201 1256 803 134,9 697 1076 e9a 114.9 688 01.0 803 101.1 870 845 912 858 1 71,4 801 445 842 750 58.5 809 722 459 803 59.6 878 40.1 SOS fiV 78In 109.2 721 114.1 610 91.0 721 07.0 818 780 721 00.1 18.3 721 709 1 607 721 70.1 888 54.8 721 85,4 876 484 721 89.4 300 721 sae 34.1 781,1 101.0 604 188.4 589 9E2 684 70.4 867 77.2 884 78.4 876 8361 704 017 t P1 084 044 88.8 884 809 881 42.1 884 84.1 541 951 61.3 838 31.6 808 80.8 614 87.5 455 548 814 87.3 448 47.0 514 500 440 41.1 514 446 419 1 884 814 404 427 52.0 014 374 421 27.4 514 336 412 234 514 304 488 514 AO 8831 542 517 404 45.2 47.0 398 007 485 409 580 930 384 380 1 301 5,3.9 27.1 482 90.3 373 22.6 452 985 19.4 452 24.2 108In sal S57 340 322 31.7 927 317 272 367 28.4 312 258 30B 1 31.1 227 309 10.0. 387 10.9 299 109 37 180 15.8 102 11.8 11161 35.1 338 sae 838 88.1 801 254 338 20.1 Zee 330 23.1 202 1 194 388 20.8 17.5 8339 100 280 144 388 10.6 278 14.8 27S 11.0 12061 27.7 492 238 241 289 23.7 19.8 289 288 17.3 151 282 1 144 289 18.9 289 14.8 41.9 280 244 00 280 11.4 230 TABLE 513 Anchor Pabems Subalesta 2.1k Oananb Anchor Cepa* Table (the) Haan MU Pied PP RV Wood Mehl V10' Ow Macon 24' Oka Miaow stir EP WInionn VP EP unman 114* Elm Prawn VC 218 Elm WS` Mao V4* 88 2140 010 8140 412 beel 402 8801 Saw (OM ridge Pahmoe linitedman ZIP SOO ha lbs ess PO Ike 270 iba POP 384 lbs 740 lb see es 1182 LW cis beinale 4) 680 IP 7813 lbs 700 Ita 780 IP ese 1aso am Vatibs WA PO 94 VA WA WA OVA 852 ibs 552 Pia 840 ha 1120 OA WA WA tRA NtA 1 Anchor FPO p 105 94 225 en 446 he 022 194 130 94 440 ea vats tRA NIA VS On NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1K3URE 1: • 0 FIGURE 3: 0 FIGURE 4: • GURE • • ANGLE alp MUST BE USED IN PARS. FIGURE ti: FIGURE IC 0 • WA NIA 210 be Vette PI Ws PPP APICHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FOTIMUIA TO OBTAIN TM °ANCHOR CAPACITY FIC-QUIRECe CORRESPONDING 10 AN ACTUAL PRESSURE REOUREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOIATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MUUJON AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS18-20. ALL MUUJON CUPS MAY OE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AVM C-90. WOOD SHAU. BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF WM. ALUMINUM SPINA. BE 6083-T5 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046* TRICK (IS GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND AK ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1*VF MULLION) ozi 1 re 1 TABLE 8A Mullion Capacity Table (Ibe152) 13142.425 Alum. Tube Mu8bn Opening Width (fw1 ertica7y apanalrg anthem) o7Openiog Height (for tmrizonte9y apamdtg m4gllon8) 88 in 8m 701n 8007 901n 18813 720 la 14031 1002 Restangdar Loattel Waft Reolangular Lang Loading Redenguier Loading 7•m11462 Loading 188. -ng-lar Laamng Loading t Loadlng Lealing Rectangulea Loading 1175/711162 Wading aeeta69mar L••• Leadag Rectangular Loading Leading Vag/ Wang. Lacing Loading 11 1 11 1! 1 11 #1 1 11 11 d 1 1 1 11 4201 7700 820 1708 170.0 744 1700 478 170.0 888 170.0 688 1704 892 170.0 218 1700 1118 1700 1700 1704 827 7700 1700 148.8 1488 170.0 821 1274 1704 4807 170.0 708 1700 624 1700 803 170.0 884 770.0 902 1704 1700 1133 1700 881 170.0 1278 1720 877 188.3 1903 1700 130.3 1203 170.0 771.7 1303 170.0 680 07.7 1303 1704 MAW to 1704 747 110.0 170.0 888 1700 170.0 170.0 884 1700 1105 1700 723 188.1 1288 170.0 747 140.8 1238 1704 758 117.1 1235 170.0 708 100.4 1230 1700 788 87.8 1235 042 170.0 797 170.0 817 170.0 1700 891 170.0 1118 1704 704 164.4 1189 1784 803 1872 1188 170.0 837 133.0 1188 1700 888 1028 1188 170.0 881 802 1188 170.0 881 772 W In 1704 170.0 701 188.7 1042 170.0 797 142,9 1042 104.1 832 125.1 1042 788.7 870 111.9 1043 1308 801 1220 1042 1302 781 884 188.1 782 71.5 1042 188.1 09.8 1042 69 in 170.0 090 1704 740 1012 188.8 818 1208 144.4 703 113.4 288 131.0 782 100.8 121.4 708 00.7 992 1144 708 724 108.4 745 24.8 802 1004 744 98.7 744 6810 1884 770.0 780 137.8 047 148.0 788 118.1 847 1303 786 103.4 947 117.7 792 81.0 947 7067 827 4032 727 000 047 88.1 713 701 047 84.0 711 01.7 711 7201 138.9 840 142.7 787 1132 648 721.8 722 87.0 849 1084 708 84.6 848 984 496 708 049 00.7 808 874 848 827 078 408 848 743 869 408 848 72.8 882 42.8 781n 178.8 732 120.7 886 06.9 762 zone 88.0 762 90.0 640 804 629 60.3 782 742 888 87.8 89.2 613 48.1 782 62.8 802 41.3 782 694 697 321 85,4 7805 1884 724 111.4 884 800 724 844 621 78.8 724 888 08.8 724 74.4 88.4 88.1 83.4 83.4 444 724 87.3 073 84.3 334 724 0007 043 714 489 000 843 80.7 474 48.7 884 288 47.1 458 88.8 843 42.8 402 34.8 843 394 448 29.0 344 044 843 321 488 21.7 30.7 9001 87.3 08.8 427 474 407 418 403 478 432 418 33$ 33.8 31.3 478 408 707 478 23.8 470 28.1 388 20.8 478 88.8 880 478 242 10301 40.3 377 41.1 341 83.3 377 34.8 388 208 88.0 330 877 23.8 988 32.4 317 24.0 221 301 377 22.0 377 18.8 100 310 14.4 377 17.1 884 11107 37.1 37.8 31.8 787,8 27.8 315 232 244 708 351 774 106 387 21.1 801 16.4 387 47.4 284 130 In 29.3 388 294 270 84.8 201 274 21.0 21.7 270 18.3 308 192 18.3 308 77.3 1441n 17.0 212 17,2 188 TABLE 6B Anchor Capacity TOW (5•0 AnchorClIp Patterns 170 Corer& 3.111 Nom Mow 02W HOW WAI Metal VW Ego Macon Ne Moan WIC Rao 3/117' Elm Ultra= 1/4' Eke Macon VC 88 8140 VW Elsa Oman tar 58 Boo AggraGator 010 89761 84787/ 035) Ma Wed Stml Soma (GS) Mir 280 23 1844 Rs 280 We 740 025 426 Ma um Ws 420 Uss IWO We 4} WO LW 4 Moira 110 9-25' Rh 0.C. / 8140/2241 4512 Nth BMW 852 06 lbs 1120 lbs swum= Is tie' tat / Standard C184610. 42 WA WA WA WA 1304 149 2240 835 100 Ws 580 Ito Sys 1430 1113 We Bs 1928 158 2384 Is 552 Ms two n• 1170 28 1470 Ms lbs 840 Iba NIA 1140 Iba OW Ms 3548 Oa 970 Re 1260 W3 MO Ds 4 Anoka ffg 0.451412 0.C. U41112 Wo 1/11' AA= (512 72 WA WA Nth PVA WA WA WA WA WA 880 128 350 to WNW WA WO lbs 818 121 440 tbs 328 lbs 420 26 700 lba WA NIA WA NtA wA NtA 862 25 1120 Ib1 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: 11 : FIGURE 5: FIGURE FIGURE 3: : :10 : FIGURE ft ANGLE CUP (FIGURF-S 584) tviLIST se USED IN PAWS. FIGURE 4. : : 1 • FIGURE & FIGURE 0: FIGURE 7: ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT TS LOWER THAN THE muimot CAPACITY (FROM THE TABLE) OF TtE SELECTED MULLION. rr WILL YIELD A MIMMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TAKE NOTES: 4)5E8 SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS AU.OWABLE. 3) MULUON AND MULUON CUPS SHOWN ARE NOT TO SCALE. FOR IMAM DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FELD FOLLOWING DUMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATE& CONCRETE SHALL CONFORM TO AV 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE I3LOCK UNIT (CMU) SHALL CONFORM TO ASTM 040. WOOD SHALL BE PRESSURE-TIREATED YELLOW SOUTHERN PINE INITH AN 80 OF 0.65. ALUMINUM SHALL BE 6063-70 AND BE A 0404IMUM OF .12Ir THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12r THICK AND AM ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREAOS BEYOND THE MATERIAL 1.007 I- g 11 xr8 a, PRODUCT RHYMED its complying wad* Nor* IMMO* Oath Am/woo Ith . I TABLE 7A 1x4x.378 Abe. Tabs Moglon Mallon Capa¢Ity Table MGR) Opening Wfl117b Par 1erecaBrep9mdng =Mons) or Opening Hotght for hodzmqsly.epannIng mallow) 89 in 8913 7061 8013 9013 10011 120 13 14001 seatensust L Laalro R6924IpN& waste 7 208633 Loading 14381!9 Loring n11ar LoW1811 Lisading 1 2020910 Lad% Tswitlsrs. Loos Redanguler LowItati 111 11 1 4213 1700 170.0 438 170.0 11 744 1 11 1 qQ�Q 1� 1 9q6�6 i� 11 g #1 1 11 1 11 178.0 478 170.0 808 170.0 806 1700 082 170.0 019 170.0 1110 170.0 821 170.0 1210 1700 621 1700 1488 170.0 481 170.0 1736 170.0 021 170.0 48 In 1700 708 170.0 824 1720 880 170.0 694 170.0 1700 830 1720 1133 170.0 881 170.0 1275 170.0 170.0 1417 170,0 889 170.0 1700 170.0 889 170.0 1883 170.0 170.0 sap 6089611 170,0 747 170.0 808 170.0 889 170.0 170.0 1018 170.0 084 170.0 1198 170.0 719 170.0 1348 1720 747 1700 1700 708 170.0 1703 170.0 1600 1910 1720 5411 1720 787 170.0 812 170.0 868 170.0 801 170.0 1116 170.0 784 1720 1278 170.0 803 170.0 1434 017 170.0 1694 170.0 688 159,9 1799 170.0 881 137.1 1708 1700 1789 60 In 170.0 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 878 1720 4417 1488 170.0 814 170.0 1684 170.0 898 1819 1023 1220 1818 1729 1003 111.0 1810 170.0 1083 1810 830 1700 170.0 748 170.0 1118 170.0 860 1700 170.0 840 170.0 170.0 1018 148.7 1542 170.0 1078 141.0 1542 1122 117.8 1042 188.9 1188 100.7 1042 187.8 1161 8911 170.0 074 170.0 789 1720 1189 1700 170.0 1580 170.0 1002 1808 1472 170.0 1428 1472 188.8 1146 1228 1472 189.8 1190 107.1 1472 147.8 1108 81.8 1472 7211 1700 1083 170.0 we 1700 170.0 189.8 1389 188.2 1101 1820 1320 1400 117.3 1320 137.6 1089 108.0 128.8 1049 020 1820 117.0 1021 75.4 1872 112.8 1013 tato 1125 78 3/ 170.0 1122 1700 937 149.13 1184 189.4 1013 1222 1184 129.8 1122 1184 128.7 978 99.7 1184 1103 084 80.8 1184 107.8 002 74.8 1184 W.8 84.1 1184 7813 188.1 1124 1700 139,4 1124 147.0 988 1184 1124 128.6 047 103.6 1124 1184 831 *3 1124 189.8 918 03.0 1124 89.6 000 60.2 1124 89.0 89.3 1124 88.1 1124 0011 108.1 111.8 700 80.1 844 Bib 77.9 821 724 61.0 044 798 00.1 844 894 702 84.0 01.4 893 45.0 844 84.2 878 38.0 80.0 844 oe Is 89.1 742 01.8 883 74.2 77.2 63.8 742 470 841 887 742 89.8 831 742 64.1 BW 44.8 742 408 014 21.1 742 434 31.8 742 106b' 828 64.6 030 89.1 888 44.7 588 46.8 013 301 488 41.4 896 54.8 588 W3 496 313 888 34.2 28.1 208 481 228 we 11118 87.8 89.6 003 680 488 41.2 853 42.0 487 89.0 889 384 480 824 560 343 473 29.8 31.3 487 24.0 089 27.1 487 20.8 889 12010 488 479 48.4 483 00.0 478 38.0 448 sae 478 33.7 28.8 228 414 223 478 89.8 489 22.8 24.6 94.0 475 21.1 805 10.5 478 442 14th 330 28.7 220 880 94.4 109 193 297 106 17.0 TABLE 70 Andw Cep Palms Wahl% Tor 2.7k Conoss19 LW 0302 NW= MU Had CAW taw Ma= 6W Otabstireat or* 2Anohas 4.744491. 0.0. 8W•destt 01p Pa. 1 of 2k 3116 Eloo tams 1/4* Eno Tarawa r 240 6118° Sao IMAM 1/131 Moo Uttacw 134° Woo Ifilowsn lie SS Boo Mr Eke UMW 1/4' 113 Coo AggraGalor moss car 612 Med #12 Wool .890 Ws 4$0 Ns 1644 Ms 270 Ws 280 23 354 Iss . 740 031 A/6 Ws 410 Ws 000 1320 4) 560 160 4 Anima 2.2r 614. OA 1 Sbn:kutl Clp (342. 3j, 700 Ms WO Ws 1410 Ws WA WO to 1130 Vs WA 852 Os 1120 Ms Make 3$ vir i sumps cop pi. 1400 160 WA WA NA 760 0/3 WA 2240 WI 780 Ws IRO Ile 3268 013 WO Ms bs 1480 Ws 938 Ws 2364 los 0 Maws zr ems cc. 32)2s$4908 wee We, W 1P0 lbs 2340 Ws 2544 tts 610 Ws 840 Rs 1494 02 1310 Ws 3548 lbs IWO Os NIA WA WA NIA WA Nets Maw muss 478 Ns NfA 280 20 115 Ws 440 Ls olbs 4 Awhoss CB Wo. CC 14115 (142 (IX ta NIA WA NIA 380 IW WA NIA NIA 640 me NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP MIME 1: 111 FIGURE FIGURE 2: 0 FIGURE 3: 111 FIGURE 8: • • • ANGLE CLP (FIGURES 888) MUST I3E USED IN PAIRS. Rothe 4. 111 • FIGURE P 11 FIGURE 7: FIGIJRE 9: 11 ANCHOR CAPACITY ADJUSTMENT FORMULA: MULLION USE THEI FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT LOWF-R THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING TtiE TABLES AND SHEET 22 FCR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNF_AR INTERPOLATION BETWEEN MULL LENGTHS AND= OPENING WIDTHS IS ALLOWABLE. 3) MCLUON AND MILLION CLIPS SHOWN ARE ncrr TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS PUY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY SE DRLLED 04 THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE CHAU. CONFORM TO ACI 301 SPECIFICATIONS. HOU.OW AND GROUT-FLIED CONCRETE BLOCK UNIT (CMU) SHAU. CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL SE 0083-TO AND BE A MINIMUM OF .12fr THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125° THIOK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. lax PRODUCT RENISED as complylas with the Flares Sundial( Coda Asseptsass ND TWO Ms 1600 Da 640 In NfA TOO IL* Ibe 1120 On TABLE 8A 138': 3.188• a 3W Alma Tube M08 Mutton CapeaBy Table (1b>Yft1) Opening Width (forve78oak-spenrdng minions) or Opening Height (for horUarlally- spann7g mulcts) 60In R02*61487 183850 00In 763570160. babe 70 in 170410108108 8013 80 in 16570 12016 14019 Logare Loading 7/48th. Loading bombe 1798/mee2. Wading Reatanstaf La6W0 723576ta0. Rectannuar Lamas boatanbab 1.04019 1941275339 Loedb00 8881466037 Lanai L387rd0ns twang 1 i3 1 fi 1 1 11 1 1 �i 11 1 it 11 1 1 11 11 11 1 g 1 a 4201 1701 920 170.0 436 170.0 744 170.0 478 170.0 888 170,0 803 170.0 592 1702 518 1740 1118 170.0 821 1740 1240 170.0 531 170.0 1700 821' 170.0 170.0 181.8 1789 1740 821 4801 1740 789 170.0 824 170.0 1740 170.0 992 170.0 830 1740 1133 170.0 881 170.0 1275 170.0 1740 1417 1740 880 18.8 1648 170.0 660 132.7 1648 170.0 889 118.1 1549 170.0 860 80.825 In 1702 747 1140 663 170.0 889 1740 831 170.0 1048 170.0 1740 170.0 728 1740 170.0 747 107.0 1488 170.0 768 1488 170.0 1183 1468 1740 789 1044 1489 170.0 8480 170.0 170.0 612 170.0 889 170.0 1740 1116 170A 784 1702 1276 110.0 1841 1378 170.0 1448 1379 170.0 889 1223 170.0 841 100.8 1878 175.0 881 61.7 1978 1740 881 eom 170.0 889 1740 701 170.0 1003 170.0 757 1549 1155 170.0 189.0 1189 167.4 123.5 1188 1648 019 111.2 1189 180.0 812 92.7 1168 1448 806 70.4 1168 144.0 805 846 1166 144.8 83 In 1740 170.0 745 18.1 1081 1740 1072 1081 165.9 ego 1241 1891 1420 846 189.7 1081 132.3 981 1891 1247 80.1 1061 118.5 822 688 1031 1741 021 640 1061 1141 86 In te7.t 170.0 789 186.3 181.8 1144 967 134.0 1044 131.8 777 *2 1122 23.6 1488 750 695 100.0 750 89.7 807 849 748 72 In 1*1 804 106.2 1072 894 1142 884 912 804 101.3 871 844 804 81.4 113 894 64.1 860 769 643 894 633 48.0 489 629 402 804 088 895 7614 1044 721 114.4 830 91.2 97.2 818 782 645 89.4 722 747 890 80.8 722 70.3 698 047 722 89.5 889 095 870 39.1 722 647 895 34.3 722 7013 101.2 956 1045 800 805 088 677 83.3 885 688 88.2 042 605 688 89.1 422 889 645 543 382 688 01.4 31.8 686 1.0Po 8081 849 643 618 483 840 552 457 404 84.9 40.3 518 403 675 47.1 47.1 317 35.8 515 483 641 41.0 441 391 41.2 516 44.7 434 37.9 453 38.4 086 30.8 302 515 485 400 33.0 428 979 232 772 870 37.4 448 89.4 422 874 275 22.8 615 468 33.1 282 418 388 2,7.8 184 818 453 89.6 407 330 2021 17.0 516 483 807 241 225 404 100 h1 381 389 340 31.8 189 322 319 272 308 264 013 *8 212 22.7 804 191 389 248 300 148 368 140 283 11101 341 388 898 243 389 89.1 26.1 335 89.1 267 220 989 23.2 293 105 335 505 17.0 18.1 288 12001 27.8 tea 232 23.8 289 119 20.6 248 17.4 280 142 263 144 200 144 144!6 141 183 188 TABLE 88 MANI* Clip Patterns Anchor 111314 3/112 Woo MOW Anchor Capacity Table EN) 320 bons Hob* WW1 Point (Nu Meld 1W Om Macon &NW Mao Untaven VW Mao Ulm= Aggentator Otlfr Eno Ns' 88 Eno Aggananur 510 8101 801496 636) 012 bed 012 Steel 2 AMINO 40 Edge 13913933 in 1° 2,3absot Orb 1-OW 4 Anahano Ur 12n. 0.0.1 22502831(20 flp. 22 4801* 300 tbs WO Ow 270 bo 384 Wo 740 Its 024 lin tonna 420 On Ow nols 4) WO bs Anolcao v MIL / MVO Arne Ono Pao 7000N 700 2* NIA WA 440 lbs NrA WA WA NtA NIA WA Ivens 1 WNW/ 2420 (Ms 196 80 2 Anthem 46 tir 628 0.0.124359540. 62 24018o Nom FOR THE °maw usE l'HE SAME ANCHOR No on 226 5* WA 445 In WA IN lbs PATTERN AND ANCHOR VALUES AS nE STANDARD CUP FIGURE 4: • • FP3URE 8: 0 • FIGURE 8: ANGLE CUP MUST BE USED IN PAIRS. 177 Ms POA 370 MI 294 Ma lba 183 ba 219 rho No Ns na ANCHOR CAPACHY ADJUSTMENT FORMULA; USE THIS FORMUIA TO OBTAIN THE "ANCHOR CAPACATY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN TIE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NCTIES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING TIE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETIAIEEN MULL LENGTHS AND/OR OPENING WIDTHS PS ALLOWABLE. 3) MULUON AND PAULUON CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN MUSED HCLES, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING COMENSIONS %OWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-93. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF OM. ALUMINUM SHALL BE 0183-75 AND BE A MINIMUM OF .125* THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND &MALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND TOE MATERIAL 1.21F X 3.188° X 285' MULLION (1-1W VF MIALION) tit gl PRODUCT BMW BRIMENONe TABLE 9A Ida Cape9Ny Table (Porgy 2x4x.28 AWm. Tuba Malian OpanlngWM& (for vsr9 moons) or Opening Hetgbt (for horizoNdyepanningmiCons) 8019 70 19 8019 901n ® 10019 1201,, 1401n 18011 Useeng TagY914rg. 141622 8079072946 Lading ThB• Leming 71827375. Loa21g amtegi841 LaaS 14231/ 3119837 Ladbg 299121839 Re442231ar Wading Loam Laadiig er Lambs 1752111496 6 Uoeditg Fteatangular Loading 11 1 3 42 19 4819 170.0 1700 e9 708 1 1 11 11 1 a 170.0 170.0 435 624 170.0 744 1700 478 1700 800 170.0 808 170.0 992 170.0 819 1702 1110 1730 821 1 170.0 7260 1 11 11 170.0 521 1700 1400 8082819 170.0 747 170.0 1700 684 170.0 802 170.0 030 170.0 1198 1700 170.0 1278 170.0 877 81700 1417 170.0 800 1700 1700 1702 eft 1 it 1 11 170.0 1788 170.0 1 1 11 170.0 1989 1702 821 170.0 1883 170.0 69 170.0 1780 880 170.0 170.0 888 170.0 1700 1848 170.0 884 1700 1180 1700 728 1700 1340 1700 747 1 170.0 1484 7700 170.0 1703 170.0 788 170.0 2002 170.0 170.0 2891 1700 780 0410 11019 1700 1780 797 986 1780 1700 170.0 491 170.0 1118 1704 784 170.0 1278 1704 803 170.0 1434 617 11700 1896 1702 170.8 1913 770.0 861 170.0 2281 1700 170.3 2800 170.0 081 701 170.0 1083 170.0 784 170,0 1240 1700 878 1700 1417 170.0 844 170.0 1894 170.0 098 1170.0 1771 8301 170.0 930 170.0 748 170.0 1116 170.0 170.0 1302 1700 940 1700 1488 170.0 1018 170.0 1673 170.0 1070 11700 1883 170.0 1702 1033 2126 1700 170.0 170.0 1083 1803 170.0 1843 1122 1700 211 170.0 1867 2883 170.0 1171 140.9 2883 1704 1171 8001 170.0 974 170.0 170.0 1190 1702 1700 1384 170.0 1002 1700 1698 1780 1088 1700 1783 7201 170.0 1083 1700 878 170.0 1278 170.0 /70.0 1488 1700 1128 170.0 1700 1700 1828 170,0 1919 170.0 170.0 1188 , 1700 1318 1170.0 1048 2726 170.0 1780 1210 1760 998 170.0 1276 181.0 2497 170.0 1283 192.9 170.0 1288 1387 1488 2180 170.0 1'24.8 3184 170.0 102e 1002 2184 170.0 1690 795 1700 1122 170.0 937 170.0 1348 1700 1000 1700 1570 170.0 170.0 1704 170.0 1881 1000 1700 191 81486 1708 1808 19.8 1000 181.8 7010 170.0 1181 170.0 987 170.0 1381 170.0 1116 170.0 1811 1700 1700 1842 1627 1981 170.0 1474 8 137.4 1081 183.1 1625 114.9 1801 747.3 1848 1081 1900 982 1881 167.0 183.8 7638 7469 02.0 869 1800 1827 1831 1061 137.0 1454 9011 9811 108 81 1700 147.4 1088 1328 1228 971 170.0 191.5 1084 1144 1008 877 1481 122.9 083 1886 1729 971 1660 121.8 890 1219 1079 082 127.8 183.9 744 1303 1210 841 1330 111.2 772 1180 1001 849 11100 11919 94 788 919 7a4 849 832 784 919 81.0 619 981 919 708 1398 1220 1171 910 121.3 09.9 88.4 1170 1044 887 99.4 81.0 81.6 1398 1229 071 110.2 104 812 11821 808 web 10251 73.7 1229 828 1 51.9 971 1019 824 89.6 1147 1018 816 742 814 43.1 1330 1070 071 89.8 72.2 49.0 1122 093 79 889 07.7 37.0 1638 129 871 827 869 44.0 1105 077 792 899 481 32.4 1308 1220 871 769 821 400 1098 987 771 829 784 832 819 88.7 784 1 47.7 81.8 774 30.7 910 44.0 84.1 910 40.2 742 292 81e 37.1 782 78.8 718 63.9 788 DLO 83.9 789 688 472 40.4 414 788 44.4 877 1 37.7 789 404 089 91.6 788 34,0 883 27.0 788 31.0 841 286 783 28A 831 14411 467 442 834 344 848 37.0 483 31.2 848 31.0 461 27.8 TABLE 9B 348 282 480 24.3 846 251 479 21.0 840 222 474 18.2 848 19.9 484 182 548 172 483 187 948 19.8 448 AmharClp Parma 270. 08429& Anchor Capacity Table Ms) 8.8600 0. Mawr 2790: 8110' (94o Mum V4 8400 Uaoalm arty 3118' 18114 Mama 114' no Ultra= 10;104 Mime • • embsdrout 125 Late Wit 1-We 1-3/4' r 6114' 2 A40/1011104.77001 04. / eSp •10. 1 or2): 303$2 820 Ike 440 Me WO 12144 29 270112 4.42Wom 45 OW 04. /64siderdelp fig. 3N 745 tbs ./1,71171 ma Oa 1468 bs 1424 1bs 0 Amhara 1.7r Len 0.C. / lesslardt24 (214.4N Ka as 0022190 0 8951n. / 50 248 Amp Op Mg.* 1170 033 5 Archas 1.34 608 cc map, mo Mat (Kg. ti MA a Naked oar les 0.8. U.C11p, Into VIP Alura. (216 NIA 1020014 2340179 NIA IWA 1896 23 2844 26 awr :54 lin 740 Ms NIA TWA 1/4` 88 Boo NW 0193 Asystklor Meow 409117s tes WA 280 On Mel CIA; PT Wood 14866 VC 66 MOO SW Wed 613 61491 61441 AN99091ur Screw 6351 8441/9057 29,69426) 140 1-5/22 110154) Lie Las de MB 420 ibe 580128 NIA 052 Ws 840 26 150 the Nth tie lbs NIA WA 749 Ds WA WA 210200.2.671116 0.C.1 P422, (Ks ON 370 lbs 870 Um 318119 797 09 712 to 3 And= 1.71• Mt. 0.C. 9424 9.15. or 390 074 99024 340 126 760144 NIA 14/A 797 Ike 528 0,74 1144 las 14m taL WA NIA NIA NIA 948 270 Ite NIA eta tbs 1329 Ilya NIA 852 55 078 en 840 lbs 1280 Oa NIA 440 Me NIA 1182 lbs IWA 828 lbs 228 te 4217 53 MO ft. 580 Ws 240 5s FIGURE 1: FIGURE & FIGURE 2 FiGune • • FIGURE Lk FIGURE 7: FIGURE & FIGURE 0: FIGURE 10: FIGURE 4: • • • ANGLE CLIP (FIGURES 58,8) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMUUK USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED° CORRESPOKIING TO AN ACTUAL PRESSURE REQUIREbIENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WIU_ YIELD A MINIMUM ANCHOR CAPACITY SM-IICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL 3arrALLATIoN METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUT'S MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DtMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AM 301 SPECIFICATIONS. HCCLOW AND GROUT-FILLED CONCRETE MOCK UNIT (CMIJ) SHAU. CONFORM TO ASTM C-00, WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG CE 0.5& AWMINUM SHALL BE 8003-75 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MIMMUM GRACE 33 AND .045" THICK (le GAUGE). STRUCTURAL STEEL TO BE AT LEAST .120 THICK AND AM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. usoliq I Pi co PRODUCT REVISED 79 somplying withthe Motifs Acceptielee No rxex23. MULLION TABLE 10A 288X.25 Alum. Tube 6101mon 60 2 60 1n Mullion capacity Table Mufti) Opening Wtdth ( e a N a a d N s p a r a t n 9 mulionM o r Openblg He ght(Or re nl ons) 70 01 6001 6040 16010 12540 1491n Loo kg LoodIng 1 7 ROWalgWee Inading T Realangular Loadeu 712/Tdan0. Ram Loading Loading Tmpnifall. Loading 081 109612 T35 f5ang LO80ng Rentangular 1086018 102660 Rectangular I 11 1 1 I 11 I la 1 1 1 1 1 I 11 1 1 1 421, 170.0 820 170.0 170.0 744 1100 478 1700 868 1700 170.0 482 170.0 818 170.0 1110 170.0 621 170.0 1240 621 170.0 1608 1700 821 1700 1738 1600 021 4940 1700 708 1700 824 1700 170.0 1700 1700 080 1700 1183 1700 481 9700 1276 1700 W7 1700 1417 170.0 880 170.0 1700 1700 170.0 1883 1700 1700 50.E in 5413 170.0 170.0 747 ra 1700 1700 683 812 1700 808 1700 831 1700 1040 170.0 1700 801 1700 1118 170.0 1700 004 170.0 1106 170.0 1700 1349 170.0 754 1700 1278 1700 803 170.0 1434 170.0 747 1700 837 170.0 1494 1804 1700 170.0 788 176.0 1708 10.0 768 1700 2012 858 1700 1813 1700 881 7700 2281 070.0 170.0 1700 170.0 8011 170.0 086 170.0 170.0 1468 170.0 170.0 1240 170.0 170.0 1417 1700 944 1700 1604 170.0 000 1700 1771 1700 9038 1700 170.0 1083 1700 2470 170.0 IOW 170.0 6003 170.0 1700 745 1700 1116 170.0 860 1700 1302 1700 170.0 1480 1700 1018 1700 1073 170.0 1818 1700 1658 1700 1172 170.0 2231 1700 1189 1700 2860 970.0 1171 85441 170.0 074 1700 709 170.0 1189 170.0 908 10.0 1804 170,8 1002 1700 1858 1700 1700 1763 1700 1158 100 1948 1700 1210 1700 2338 1700 1270 1700 2727 1700 3117 7240 170.0 102 170.0 80 170.0 1278 1700 1008 10.0 1468 170.0 1125 170.0 1700 1700 1700 1013 170.0 1318 170.0 2125 100 1700 2560 170.0 1460 1700 2076 170.0 1700 1125 1700 837 1700 1348 1700 1600 1700 1670 1700 1250 1700 1784 1700 1322 170.0 2019 1700 1421 170.0 170.0 1700 1700 1020 170.0 8140 970.0 1700 7001 1700 1131 1700 970.0 1580 1700 1110 1700 9811 170.0 1260 170.0 1842 1700 1388 170.0 1474 175.0 170A 1604 170.0 170,0 1700 170.0 1700 1777 9040 1700 1828 1100 1144 1700 1594 170.0 1328 1700 1659 170.0 1700 2125 1700 1053 170.0 2391 170.0 103 1700 170.0 1918 170.0 3188 170.0 2128 1580 3413 10.0 170.0 0040 1700 1417 1700 1232 1700 170.0 1434 170.0 1083 1700 1882 170.0 1700 1700 2 170.0 1862 170.0 110.0 2006 160.0 3168 170.0 2388 187.1 8188 1608 10611 170.0 1894 170.0 1700 1813 170.0 1847 1750 2231 1870 170,8 2650 1700 200 184.8 27a1 100 2771 1403 2781 181.9 123.8 281 1404 2281 1318 2781 128.9 2781 11101 170.0 176131 1700 1860 1771 1700 1464 1700 1700 1860 170.0 1210 2123 170.0 170.0 1700 1860 1700 1700 1832 170.0 1700 2149 154.4 1800 1401 125.1 2282 141.4 1084 181.8 1201 182.3 2282 127.2 2250 1838 1308 148.4 2216 1158 2832 108.1 2252 11 @1 1910 80.1 125.4 00.8 2188 1872 87.8 118.1 77.2 60.0 100.3 01.4 1442 126.1 1884 1208 1446 104.3 1581 160.1 804 1884 91.6 1407 78.2 1884 40.7 1800 800 1584 72.3 1373 1 82.0 1504 ea7 611 1864 58.0 1330 44.7 1604 49.2 ABLE 10B Maw Clp Pats= 2222 273 Camels Anchor Capacity Table (lbs) 3.64 Cana Raw 01W Med caw Metal Ands" Tipm 2/18° Mao 1.111122 ler Moo Meow WI, Oleo Maim 3/10. 023 113am 114" Mee Ugranon 1/4.88 120 W18" Elea 114. 813 Mat IMO 821 82949 WS) Edge 643429 1' Embedeverd 50 1-314' 2 Ancemes 04.76' 612. C.C. / Stsralted Op 614 1 or 2x1 39012 440 Oa 9344 On 770 02 384 12 1-94 084 iba 1183 Rs scrum 420 Me 293 note 4) Anchons 4.18' Eln. 0.0 81821831313 (24. 33 750 Its 92 lbs 3084 Ma aso 1480 tbs 1104 12 2354 tba 840 Ito 1120 ha Anshan 523 1.71° 612. 0.C. Standard CIO PIS 'S '11001b9 2695 the NIA 1304 59 222 lba 4 Andra 03 VIVA 0.C. 42) 296 Angle 512 (149. 63 760 28 MO 105 0 Manx 3934 0.0. /El Are09 Cepa (316 63 120 119 12 Mohacs i.r iEn. 0.C.utZ2e3 Angle (Spa Mg. 73 12012 ism 134 slob fin 805 134 1880 see 1238 lbs 540 194 760 35 938 tba 880 Ms 2364 29 1440 24 1120 as 1220 12 WA NIA 1520 lbs 1612 UN MA 1780 the NIA 028 Oa 1804 34 1958 roe 3351 lba WA 1432 53 8 Anobare 0.034•622. / 04294 hda 118° Alum. 049. ilk NIA 2 Anotrose 634.82 Mb. 0.C. / F428 ON. 4w 396 the Nbt MA NIA WA WA WA 3884 Ms 230 lbs 450 as lbs 280 De 354 Ws 852 the 828 OM 420 lbs 040 2 tbs 605 lbe 033 23 Ion Iha 1120 Ma FIGURE 1: FIGURE 33 FOURS • FIGURE 10 FIGURE fk 7:SURE 4: 111 • • MOIRE neuHE Et FIGURE 10: FIGURE 1 • • • • • • 11 • • • soURE 11 11 ANGLE CLIP MUST SE USED IN ANCHOR CAPACITY ADJUSTMENT FORMULA: )X ANCHDR CAP' ) .ANCHOR USE THIS FORMUIA TO 013TAIN THE *ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. 17' WILL YIELD A IVIINIMUA ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM TM ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET Zt FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN IIMJLL Lem:3.ms AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 10-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRIU.ED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FRIED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL ea PHEssuRE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.58. ALUMINUM SHALL BE 6003-78 AND BE A MINNUM OF .126° THICK errea STUDS TO BE A MINIMUM GRADE 93 AND .045" THICK (IS GAUGE). STRUCTURAL STEEL TO BE AT LEAST' .125° THICK AND A30. ALL ANCHORS INTO METAL SHALL EXIEND AT LEAST 3 SCREW TI-IREADS BEYOND TtiE MATERIAL MUUJON 1 A. LYA11144i1.6, TABLE 11A Mallon Capacity Table ( 11) Opening Width (for ver6ca8ysparmdI mu8ons)or Opening Height (for hafm y.apenntngmW8085) 5013 7013 BO in 9313 10011 13016 14081 180 In 128°x2.11" x.126"Alum Tube 141101 1 42In 76687113161. ReatanguIer Low Treprhi633. L tiodna 1186115669. Loading Reba L08r9W 11yff536¢ L R6olar06ar Loading Loseng R6atergeQ L4 Loading Reatsrolar LoadIng Loans 7656'1. 10 1 11 1442 539 d If 187.0 428 1 11 120.2 e2e 1429 11 410 10.0 1 138.0 414 1 961 628 1 134.8 411 801 579 1 11 134.1 1 11 411 72.1 �d 628 1 1Q 11 134.1 411 861 875 134.1 411 31.0 11 134.1 411 461 5aa 11 134.1 I 411 4813 868 403 333 800 403 84.7 328 690 483 83.4 328 80.4 81.4 317 53.7 78 -1 315 48.3 403 78.8 314 78.9 314 403 764 314 30.2 403 768 314 80.32018 82.3 382 91.0 801 86.8 382 792 204 865 882 712 389 81.8 382 872 288 467 328 84.6 284 410 382 283 638 264 362 865 201 25.7 382 83.8 283 841n 578 319 74.1 287 568 815 84.2 281 40.8 318 51.7 280 42.4 318 253 37.7 318 808 228 33.9 318 408 318 461 248 24.3 818 461 208 212 815 461 248 8913 468 250 861 218 412 45.7 214 40.7 210 309 388 272 27.8 238 24.7 33.4 203 20.8 238 301 17,7 228 32.2 18.5 244 322 201 5316 427 45.8 20 968 394 39.1 188 234 34.7 182 28.7 234 31.8 189 267 284 10 214 234 288 184 178 28.8 183 163 28.8 193 13.4 268 8081 37.2 213 864 31.0 83.7 179 808 213 283 178 23.2 213 'O0 173 20.8 213 261 168 213 23.7 188 18.8 213 262 130 7$0 180 11.8 218 920 989 7216 218 175 801 155 170 as 182 284 149 17.9 288 147 169 179 18.1 148 751n 243 181 284 140 203 448 17.4 181 180 135 152 181 170 128 7816 22.8 162 288 133 10.8 182 168 14.1 102 17.5 128 Anehar Capitally Tablet (me) • A6chorOEp Fattens 363131202 2.711 Colas le 3.62 Coro. 110849,129U 14280 Caw PrWeee Nolat A6nhm OHS' Mao 818646 1/4.888 Unman 8/19' Eke 161188on 3148' Boo Moon 114' E Unman 114°88889 A99eGatar 6/18" Woo NOeav1 14 58848 Anne/2w HO 31661 Sow/ PO 1476+68 Sow 924 H2ab81 8=43 ) Edp 013renee MB r 3.4'.1' r 114/2 3.151 P 2-112' r 3345' 2' 3.1/8' 2' 643' 0.54' 0324' Ernbe@o6d Or 1104° 1444' 1811' 144' T 1414' 1.144' 1 -114' 1-1/4' 1.1/4' 1.114' 2' 1801 1401 pee note 4) 4 Aoo8se Q 2 6144.0.C. I 12)3. Angle 0616 pop 18 736446 78010a 6801W 16801D8 1888108 5401bs 560111. NIA 760183 MS Ito 8601b' 2304188 662144 54088 1439 85 FIGURE 1: • • • • ANGLE CLIP MUST BE USED IN PANS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION 014 LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA X `MULLION CAP. �! ANCHOR CAP... USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM 711E TABLE) OF THE SELECTED NRR.UON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL. ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDK?R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1840. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT•FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0430. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 048. ALUMINUM SHALL BE 800348 AND BE A MINIMUM OF .128` THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045' THICK (1S GAUGE). STRUCTURAL STEEL TO BEAT LEAST . 128` THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. .126' 1.28'X211 °X.126'MULUON (INTEGRAL FIN MULLION) 1 PRODUCT RBVISED Bone* 03 wIWt 521421 e A�111ame N0 1 \ \1I1II1t7 0,/ `•\',100 {LYNN 11 �4i,i * i No. 88708 TABLE 12A Mullion Capacity Table (BrefltO) 3.2r30 DEO.AL BAY MULL Opening Width « orver8mey•apen9Jngmu30ns ?orOpenht Haight (for I>oti epandngMUE101s) 6040 60 91 7001 6081 900 10881 120 81 14001 16088 Weed Rededulat Wed LoWp Laded mould L4a51to Waft R441ap1W Leadd twang Laded 1441&18 Rectangular 0.08410 Ind/ Mang. La1Br• Rectangular Laded Laedng 1 1 1 1 a1 1 i 1 11 11 11 1 1 1 1 1 421n 170.0 WO 170.0 436 1700 744 170.0 478 170.0 170.0 170.0 170.0 619 170.0 1118 170.0 821 170.o 170.0 621 170.0 1488 1700 621 1702 1738 170.0 631 1740 48 01 170.0 708 170.0 170.0 1700 484 170.0 002 470.0 830 170.0 1133 1702 881 1276 1700 877 170.0 1417 1700 880 1822 170.0 800 180.8 1522 1704 080 1022 6082681 110.0 747 1700 808 170.0 698 170.0 631 170.0 1548 170.0 884 170.0 1165 170.0 1345 170.0 747 184.2 1443 170.0 768 1869 170.0 768 117.3 1443 1740 768 1443 6401 170.0 770 1740 612 1702 1702 170.0 1116 1700 184 1792 1278 170.0 603 1804 1303 170.0 637 144.8 1361 170.0 1203 1363 170.0 103.1 1343 170.5 881 0011 1702 808 1702 170.0 1063 170.0 767 167.0 1210 1700 878 1401 1218 170.0 044 1369 1218 1432 118.8 1218 1821 924 97.4 1218 146.1 013 8228 1218 143.1 813 73.1 OM 8381 170.0 930 1740 748 1740 1119 1700 850 1802 1180 108.8 920 181.4 1160 183.0 014 1168 1180 141.9 008 1011 1108 1342 888 879 1150 128.7 321 701 1150 120,2 870 870 68111 170.0 7201 140.8 974 880^ 170. 789 1824 1048 1158 081 1308 1048 1482 804 114.9 1043 133.1 880 101.0 1048 123.4 839 91.4 1048 118.8 890 782 1048 108.4 821 852 1048 180.2 018 815 1479 784 117.4 128.0 1808 808 110.8 734 80.0 680 1004 722 808 68.0 712 70.4 880 802 703 56.7 880 792 603 78.5 WO 7801 110.7 790 128.1 600 98.8 780 108.4 670 08.8 780 83.0 74.6 780 89.0 082 sae 790 709 843 082 71.7 935 780 08.1 428 700 621 810 7811 110.8 1166 770 08.1 701 780 08.8 832 692 750 77.1 851 619 780 708 612 664 760 667 808 483 770 80.4 884 306 780 862 088 34.8 ODM 72.1 649 14.4 08.1 083 839 491 61.0 880 60.8 48.1 808 48.8 478 401 683 44.4 438 08.1 689 409 482 880 082 452 26.8 683 393 448 8881 08.4 408 61.1 443 428 480 61.5 436 424 485 444 437 37.1 405 30.9 421 300 409 341 418 28.7 408 33.2 409 28.8 1$1 400 21.2 496 80.6 tad WO 10881 41.7 891 45.8 363 344 90.0 348 29.0 391 31.1 342 08.1 391 279 337 232 391 22.8 330 300 32.8 328 17.4. 391 147 14.9 091 179 315 11181 38.4 082 308 32.0 370 320 370 27.8 370 20.8 24.0 282 21.4 MO 318 102 870 202 312 18.0 18.1 005 12081 30.4 317 309 282 317 28.0 284 21.7 317 225 19.0 317 19.0 378 109 17.9 275 14401 17.0 17.8 TAKE 120 • Archer Ctlp Patterns Ilubsthseel Anchor Capacity TabIe pa) 2.7k Mandate 3.86 Cow Raw MU FDA ON PTWood Archer Rem 0100 Waco 1/0 Eta Usescon VW Man dtrawn 3/16' Geo Wawa Ile Eke 1.112aeon Ile 88 Etco Aggredalss NIV Eke Ullmeae lir 82 Elea AssreSeter 1110 &Bei 912 Wad Sew (SR 012 Reef timsw 035) Edge Malaria OW Enthednent SOO So Stal the fix Ve RN as Mo 488 En Mo MS tee 42o ite She este 4D Sao Ibe 4 Ariake ED 3.594181. 0.0. / Ca) 2x8 S/0111Mils (FID 7110 lbs ERA Ws SR We NIA 112e Rs OW ha 2304 532 Ma Me 544 Its 8 Ambers 073 2.719.11n. / 42) 203 Angle MPS Onit Ws NIA OW Rs WA 1120 the IWO Me FIGURE I: FIGURE FIGURE • • ANGLE CUP (FIGURES 14) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SIEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. * MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULUON CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSONS SHOWN ON SHEETS 1840. 4) SUBSTRATES: CONCRETE SHAU. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CEO. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.53. ALUMINUM SHAU. BE 8013345 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO SE A MINIMUM GRADE 33 AND .045* THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A* ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND TI-E MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: USE TI4IS FORMULA TO OBTAIN TIE °ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, MIEN IT IS LOWER THAN THE MULUON CAPACRY (FROM 111E TABLE) OF THE SELECTED MULLION. IT WILL VIED A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Pe gi 1 PRODUCT BINNED ea compIyIng with Mellurifi MINS* Cade Accepts= No • r By No. 65105 II I STATE . PtoRtoKs c;" TABLE 13A Wien Capaofly Table (Ibstf4) 3.2r 43 DEG, AL BAY GIULL Opening WIdt11 (tor verticalltepannIng mumons) or 0pening Helght(torimdaorde6pspannIn9 nom) 02 001* 7040 16 In 806* 1 107• 1206* 14010 Reotetettd Loading Lobby LsedIng lbessgulat loans boding der Lasting 112/11122. Loading 7221/122. g Ftedemwu LeadIng 12622 Trap/Mang. Loadeig Remmor Matting Rectirwisd 1.031.ro 7• Loading Rsabreolur Lae Lobbies 1 11 1 11 1 11 1 1 1 d 11 1 II 1 11 1 1 1 426* 170.0 80 170.0 439 1700 744 170.0 478 170.0 170.0 808 1745 170.0 819 170.0 1113 170.0 621 11700 1220 1700 1760 140 170.0 170.0 1738 1760 521 180.3 urn 170.0 481n 170.0 708 170.0 524 170.0 80 170.0 884 1100 882 1740 00 1760 110 1700 881 1740 1278 170.0 07 1740 1417 170.0 10.7 1037 170.0 1463 1837 1760 80 122.8 fel 54006* 170.0 747 1760 170.0 1740 831 1748 1048 170.0 084 1740 110 1760 723 170.0 1845 1760 747 11740 1700 70 147.1 1562 1740 708 1961 102 170.0 789 110.4 8444 170.0 170.0 912 170.0 1700 01 170.0 1118 170.0 704 170.0 1760 03 1740 1434 170.0 e7 1102 1005 170.0 888 1213 1760 110.8 1480 114.0 291 *0 016 1760 170.0 170.8 1083 1700 787 170.0 1340 1740 078 187.1 1809 1740 094 10.7 1309 1100 00 11267 130 913.8 994 104.8 187.1 982 09.0 1908 167.1 882 06* 170.0 1760 740 170.0 1118 170.0 884 182.9 1247 1740 142.8 1247 1946 80 1247 1247 182.8 985 1 114.0 1247 144.3 852 88.0 1247 81.4 1017 10.7 71.3 0910 1700 074 1700 780 170.0 110 170.0 1444 1150 188.7 888 128.8 110 147.8 946 1164 110 1388 828 1153.9 1180 1780 914 885 110 119.5 08 742 110 115.1 893 84.5 118.1 12 In 181.8 1010 100.8 877 134.1 1010 1445 858 118.4 1010 1272 842 101.0 1010 1147 80 895 1010 1088 817189.8 1010 05 87.3 1010 0.8 790 571 1010 078 08 uno 7844 197.4 08 140.0 702 114.5 122.0 941 gre 107.1 761 859 982 749 763 882 70310.7 905 88.3 70 672 808 74.7 718 49.1 905 712 710 429 7917 127.1 831 105 784 109.9 112.6 788 708 881 98,0 725 764 081 646 710 740 01 01.0 703 1 53.9 881 78.4 060 861 061 881 464 881 845 847 601s 0.7 648 084 874 88.8 841 72.1 04 521 848 820 04 81.7 848 661 545 40.0 848 805 837 1 41.4 478 945 848 41.8 810 05 548 88.2 811 269 esft 4026 032 80 70.1 800 *1 489 40.7 088 51.4 42.8 45.8 483 57.0 41.4 478 1 94.1 80 861 470 284 80 480 245 30.8 1082 47.8 449 449 41.2 449 36.7 0.9 448 91.7 07 285 448 29.8 302 1 29.9 449 *1 377 0.9 22.7 80 17.1 449 *4 111 In 49.1 40 405 355 860 97.9 315 32.8 878 27.8 0.1 24.5 428 282 301221 425 26.0 164 425 0.7 188 40 168 102 949 355 331 0.1 384 70.8 24.6 304 821 21.8 384 228 317 19.4 354 05 313 1 175 884 167 807 1446 20.2 158 253 17.1 230 Anchor Gawk/ TabI9 (076) Anchor CBp 872@1118 s 276 Cobble 8.5k Coro. Hoew CMU Red MU P7 Wood 01014 0101710 %� 9615' EtbS Masco 14' Elko Me= 512? 1590 Ulnas arts' Woo 1002107 v0.° em IlOwabn 172•es2444 ere• Boo Ullman 112 e5 Moo A5Saelar 9195409 8207 ((ro) 512 steel Slaw ( 812 slag Saw (05) Edge 0bfe1oe801 r aul 1' 2.12 84/8' 1' 2-162 1' 24r2' 7 3112 r 048' 0.887 2324' Embed85m On) 1-364' 1464' 1-312 1454 2' 1 -164' 1.1687 1-14' 1 -1/2 141 1.14.4• 31 148' 1486' (Bag note 4) 2Anoaa f312 636.0.C.l adAbla alb FS1b 3201bs 3161116 450109 800129 1700811 210 es 00106 35465 740107 4081b8 120 Ms 11828s 220105 420112 58001 4 Arab= fg SW 94610.01 0245 A50.6 GIP* (Fl1 2j 760079 700 Ibs 780 09 1470 685 1528 Ibis 540 018 58005 WA 1120 011 03068. 580100 215485 852168s 5408* 112000 8041129.2716811.0.0.7 (7)218 Angle ceps (32. sr_ 1120410 112663 055109 zvems 22545,b WA 80788 WA 1055078 NIA 11110105 WA 078468 1280164 1888165 FIGURE 1: FIGURE 2 FIGURE & • ANGLE CUP (FIGURES 1-3) mum' BE USED IN PAIRS. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTAUATION METHODS. 2) LWEAR INTERPOLATION BETWEEN PAULL LENGTHS ANDJOR OPENING worm is ALLOWABLE. 9) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EEXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. 1531.83 MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SIWS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATPONS. HOLLOW AND GRovr-FtuED CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO NOM 0-00. WOOD SHALL SE PRESSURE-TREATED YELLOW SOUTHERN PIM VVITH AN 510 OF 0.85. ALUMINUM SHALL BE 608348 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MAXIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT Le•st 3 SCREW THRF.ADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FORMULA TO OBTAR4 THE "ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR 11-1E OPENING. WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YIEUM MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. IL PRODUCT MIMES Ammumm No --� 1.000* 2.000° 1 °X2"X.125 MULLION 808STBALUM. *SECTION .375° MIN. 2.000' --( 1.000" I.- 2000° 1" X 2' X.378' MULLION 6089.75 ALUM. X-SECTION f°' .128°' 3.128' STANDARDCLP 608348 ALUM. XSECTION 25" £ 5.500* CUT HERE TO CREATE F-CLF, SEE DEPA4 R 8118874 2.760° 1.000* I+ 1° X 2.75° X .375° MULLION 8063 -T8 ALUM. X- SECflON UCUP 8053 -T8 ALUM. X- SECTION --I 1.000° f-- 7'X 2.15"X.880'MULUON 8083.78 ALUM. XSECTION 375" MIN. 21.16° mut O.C. STANDARD CUP 8083 -T8 ALUM. TOPVIEW 5.8007 � I 1.15" MIN. 0.0. 0.312" .376' MIN. Ir _� ($) OFFSET CUP .126* -+ +1- 8083.78 ALUM. J40' J TOPVEW 0.312' x+,211:: Y 9"UCLO, TBALUM. 1 *X3.125*XY g r TO 3.125' .1 I_1.000 "+-I 1" X 3.125" X .5' MULLION 8083 -T8 ALUM. X SECTION 5.009' .375° MAT. 0.312° 0- 5.000° MIN. 2X5 ANGLE CUP 6063 -T5 ALUM. TOPVIEW 3.188' h"-1260" --1 125 X 3.188° X 285" MULLION 608578 ALUM. X-SECTION Mum Dimension (Meet 0) POT PartT9 Mullion Otd. Clip Offset Clip U-Clip Angle dip 1° X2' X.125" (5) 66605 660113M 6561118M 66024 11 688511M 1°X2° X.375° (5) moots 686114M 6681419M 688244M 686812M 1 "X275°X.375"(7) 66607 686115M• 6881120M 866245M 666513M 1" X 2.75" X.050" (8) 66608 686116M 6661121M 686248M 686514M 1" X3.125" X.500° (9) 80837M 8861116M 8881114M 68624289 686515M 1.26° X3.188' X. 285" (12) 61M41M 8881117M 8661113M 666241M 688516M 126" X211" X.125" (15) 60370 NfA WA NIA 666517M WIZ 1) ALL MULLION (RIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. W NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. TABLE A .900' 1.28'X2.11'X.128'MUWON 60134B ALUM. *EMOTION Dimension value On) For Manion: A 1.825 B 21E4 1° X2' X.128° C 0.895 Aluminum D 0.740 TLhe Mullion E .480 Mtn. A 1.125 B 2404 1'X2° X.378" C 0.835 Aluminum D 0.490 Tube Mullion E 0.460 A 1.876 B 3.000 1. X278"° X C 0.757 .378 Aluminum D 1.118 Mullion E :450 Min. A 1.312 B 3.000 1 "X2.75°X .m" C 0.476 Tithe Mullion Alumbulln 0 0.836 E .460 Min. A 2.000 B 2•837 1" X 3.125° X 0 0.863 .100' AITmT 0 1.137 Atha MO E .460 MIn. A 2.626 B 32 1.X3,188' C 0.882 X.265'Alton D 1,702 Tube Mull E .450 Min. 1.26° X211" X A 1.813 .121" Alum Tube Mull Z O 5 6 3 a J 1 1 1 PRODUCTRBVISED My1adN6 with au Amiga= No ,`twllulrra! N'`cENSF 1F�A�'�f No. 58705 • • ATE ..14.0.? ' /iP„1JONAi- %"`'‘ A. LYNNUN,,P.E. FL P.E.# 58705 Igo 4.000' 1,000 }.- .126° _ _ 1128' 9" X4" MULLION 8083.78 ALUM. XSECTION 1.000° VPW 4.000' 1 °X4' %.378' MU .UON 80&4T8 ALUM. XSEC11CN .125" .376' 5I% STANDARD CUP 6002 -T6 ALUM. %SECTION 3.128" CUT HERE TO `�, _ CREATE FCLB ; SEE I DETA6S, F. SHEET.' .376' .378° MIN. NOTES' 1) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE MILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON MS SHEET. 1.15' MIN. O.C. O 4 STANDARD CUP 6083•T8 ALUM. TOPVEW 8.630' .375' 0 0.312° 3.000' 0 0 .126° mil. .740 ►I 2) SEE SHEETS 24 FOR GENERAL IN8TALLATIC44 METHODS. OFFSET CUP 808348 ALUM. TOPVIEW .740' }-� .126' WCLIP 6083.76 ALUM. USED FOR ALL 1° LL,AL TABLE D TABLE C -*. i+ -.126• 2X8 ANGLE CUP 808478 ALUM X- SECTION 8.000 0.312") - -- 0 Q 0 2X5ANGLECUP T8 ALUM. TOPVIEW Dimension lion Vatue (In) For Muulon: F 3.887 1 "X4"X.126" G 1.000 Alwrtmnn H 2.680 Tube Muffler) F 3.187 1 °X4 °X.378° 3 0.757 Aluminum H 2.430 Tube Mutlian F 2.813 30° Bay Mull F 2.875 48° Pay Mull Mull Dimension West 59 PGT Part# Mullion Std. dip Offset dip U.Ciip Angle Clip 1° X4" X.125° (10) 08364 663111M 8681122M 686241M 886518M 1 "X4°X.375" (11) 88810 666112M 8881123M 668242M 868819M 30 Degree (18) 88849 . NIA NIA NIA 811115110M 46 Degree (17) 88850 NIA NIA NIA 68851110 L.375" MIN. ,.376° MIN. 2.71' MIN. 0.0 (BAY MULLS) 3.00' MEd. 0.C. (1' X 4' mums) No Z x Nr V 2 1 TABLE E Mull Dimension (fit#) PGT Part 0 Mullion Std. alp U.aip Angle Cfp 2°X4" X.28° (13) 5802 866281M 686271M 6085112M 2° X 8° X .2$° (14) 6t4 X81&1 888272M 6665113M NOTES; 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .280° �►-- 2lXO" --^� .378° MIN. 2. STANDARD CLIP 8083.78 ALUM. x- SECTION 1.49° .128° 8.800° CUT HERE TO DETAIL P. ATE MIN 3.800 CREATEPOUP. _ SEE SHEET4 • t • 1,718° MId. O.C. Lam. 3. O t • 2.620° STANDARD CUP 8083-T8 ALUM. TOPVIEW 8.90° -`� I--.12r tt•OL1P 6403-T8 ALUM. X• SECTION 8083 -T6 ALUM. USED FOR 2"X4° MULLION.101EET 13 TOPVIEW U-CUP 8003- TBALUM. SEDFOR2' f8' Tom •! 1 —.128° r 'r 8.000° 3.000° MIN. O.C. 3.438° 0.312- 0 O- 0 0.438' 2XI3 ANGLE CLIP 963-T8 ALUM. TOPVIEW 5.000' .370° MIN. a o a J Z 3 2 d go ce • PRODUCT REVISED se comp$yieg w114 024411411111 13441443 AcceplamoNe 2x0 ANGLE ci.P 60M-T8 ALUM. TO1WEEW a1• 11111 �I * No. 58705 A LYIeGali LtF.R, P.E. FL P.E.P513705 E_ A8 E 1: SINGLE VERTICAL MU1.UCN THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. EI NO 01 HEAD 1) INITIALLY ASSUMING THAT A ?WIDE MULLION 18 SUITAB .E,THE MULLION LENGTH 18 72" AND THE OPENING WIDTH IS 32'+32+1° F88°. REFERENCING SHEET 22, TI03 COLUMN USING I-- MmALION t EN E RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES POR A MULLION THAT 18 AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4° AND WILL MEET OR EXCEED THE REQUIRED 4' d it 8� FENESTRATION PRCOUCTS ∎,. DESIGN PRESSURE OF +80.0I-80,0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE 1315 NEXT LARGER 812E AVAILABLE. FROui TABLE 3A, SHEET 7, THE 1' X 2.75' X . 378" MULLIfNd (LENGTH m 7Y, OPENING WIDTH o 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPUCATION. — FROM TABLE 4A, SHEET 8, THE 1 "X 2,78' X . 850" MU WON (LENGTH a 72°, OPENING WIDTH a 70°) HAS A DESIGN PRESSURE OF +/•72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE W000 SUBSTRATE. 00111 THE STANDARD CLIP WITH (4)012 ANCHORS AND THE 2X8 — ANGLE CUPS WRH (4) 812 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD OUP L4 EASIER TO MI TALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED W►1}! THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULUONG OR FENESTRATION PRODUCTS, VALL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULUON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE — INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. WAWA SHEETS s� IMPACT - RESISTANT ALUMINUM TUBE MULLIONS EXAMPLES Ai Ti 474- 8' Ll� 1 1J SHEETS L - L__.. NOANCNORB N W180CW>GW. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +f40.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 P� WITH AN ANCHOR CAPACITY OF 8� LBB. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUITED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: (80 PSF)X 524.9 LOS BE USED TO QUAUPY 810 STEEL SCREWS FROM TABLE WIDTN WIDTH ( ) a (MAY 4B) 72.7 RIF TIPLE THE BUILDING SUBSTRATE 1S KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL, THE WINDOW FRAME DEPTH IS 2 -3/8". THE OPENING REQUIRES A DESIGN PRESSURE OF +55.01.55.0 PSF. FOR THE VERTICAL MULLKNN: % z 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32°+12'+1"105' AND THE OPENING WIDTH IS 38°+38"+1° a7a°. REFERENCING SHEET 22, THE COLUMN USIN0 RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/13'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0/45.0 PSF. IF THE TABLE 0058 NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER 812E AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.78" X .378" MULLION (LENGTH =108", OPENING WIDTH o 80^) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 18+118.1 P8F AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. MIA L �'IJ` 1 -� i j_ eml-I SEE FENESTRATION PRODUCTS APPROVAL - f'" ^ FROM TABLE 9A, SHEET 13, THE 2"X 4"X 250" MULLION (LENGTH a 108", OPENING WIDTH a 801 HAS A DESIGN PRESSURE OF 4444.7 PS? WHICH EXCEEDS THE REQUIREMENTS see FOR THE OPENING AND MAY 85 USED IN THIS APPUCATION. NOTE THEANCHORCAPACITY REQUIRED OF 971 LB$. DU SHEETS 2 BECAUSE IT I8 NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH 1S 38'+x+2°=74", NOT 73° AS PREVIOUSLY 2 1 ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35- 112'+38 -1/•+2'.•73"). - I FM 2) USE TABLE 98 TO F THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE. ASSUME THE POURED L__ L___ CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION ` U om 5 OPENIND HEIGHT FOR __. DETAILS, SHEEI824 `/ i// —' .1 DETAILS, SHEET3 .i USING THE STANDARD OUP WITH (6)3/18° ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -1/2° GIVES AN ANCHOR CAPACITY OF 1010 LEIS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FORTHEIiOR¢ONTALMNI.UONB: �... SEE DETAILS. SHEETS "° ' � BECAUSE THE VERTICAL MULL WILL BE A 2° X 4' X . 280" MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTA1. AND VERTICAL. MUUJO NS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 38" AND THE OPENING HEIGHT 18 32°+72" •2° '105". REFERENCING SHEET 22. THE COLUMN USING TRAPEZOIDAUTRIAP GULAR LOADING MAY BE USED. FROM TABLE OA, SHEET 13, THE 2° X 4' X .250" MULLION (( LENGTH a 42°, OPENING HEIGHT a 120') HAS A DESIGN PRESSURE OF +/-1700 PSF WHICH EXCEEDS THE REQUIRMIENTS FOR THE OPENING AND MAY BS USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 021 LBS. 2) USE TABLE 9B TO FIND THE ANTXIOR TYPE. ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE IN DES EXAMPLE,ASSUME THE MU JAMBS ARE 5' WIDE, IF ME MULLION CLIP WERE TO BE CENTERED WITHIN THE 8°. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2116 ANGLE CLIPS WITH (4) AMP ULTRACON ANCHORS AT AN EDGE DISTANCE OF I' GIVES AN ANCHOR CAPACITY OF 840 LBS Wt11CH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED HOR¢. mower KIWI* Amputee , REVISED 0v Plorkle Code No - ■t'•i.. .Di .,,•, f 14/,(X; 4 ! % / , .� l:i.. ' ` ''' ' , t�ti 1111 I 1 / I [ }) ( ANCHOR CAPACITY OF 821 LBS. �'‘ ��aaV LYNN �j,�,,, � h�V�;••GFIN3E'••• ,P : . 4� �•' lit :: *.' 1,10. 68705 - • 7.". a d Ltt= :�0 •'. �•.C�: i T • °, Fj,ORIpA. G ,'" /ONAL•,? �` A LYN?J MILLER, ,,, A. , P.E. FL P.E.#I88705 36', Imo. huLL mom OPENNO WIDTH FOR _ I 3$'. HSAQ. �MiULI. tEN0T11" VERTICAL MUU. 4) FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL. MULLION, USE THE SAME ANCHOR CAPACITY OF 521 L88. TABLE 88 FORME U-CUP SHOWS THE ANCHOR CAPACITY IS 1074 LOS WHEN USING 3 ANCHORS, WHICH E GREATER. AND THEREFORE SUITABLE, FOR T HE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE i8 A 812 STEEL SCREW. FROM THE ABOVE STEPS. OUR MULUON DESIGN PRESSURE IS: +1414.7 PSF FROM THE VERTICAL MULLION. +4-170.0P8F FROM THE 38" HORIZONTAL MULUON ATTACHING TOCMU: «'170.0 PS? FROM THE 38' HORIZONTAL MULLION ATTACHNGTO THE VERTICAL MULLION (INTERSECTION} THE LOWEST DESIGN PRESSURE I8 +1.84.7 PSF AND WOULD APPLY TO ALL OP THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULUON SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLK)NS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULUON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE NSTAUATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. i I►. LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERi1CAL MULLION SILL. OF WINDOWS NOT ANCHORED LOADING OF HORIZONTAL MULLION WTH INTERSECTING VERTICAL MULLION LOADING OF (2) HORIZONTAL MULLONS LOADING OF HORIZONTAL MlUI.UON LOADING OF HORIZONTAL MULLION NOTE8: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONffi. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. LOADING OF VERTICAL. MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR 18 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION Eiorida Building Code Online Florida Department Busines Professi a Regulation BUS Home Log In User Registration Hot Topics t;cense 3egtr;me (ai�ly. EMEMiliaaRGEREli 9GCRCT4I Y,„, '-" Product Approval USER: Public User Submit Surcharge Stats & Facts Publications Product Approval Menu > Product or Application Search > Application Usk > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone/Email Category Subcategory Compliance Method Florida Engineeror Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10537 -R1 Revision 2010 Approved Therma -Tru Corporation 118 Industrial Drive Edgerton, 011 43517 (419) 298 -1740 rickw@rwbidgconsuitants.com Rick Wright rickw@rwbldgconsuitants.com Page 1 of 3 FBC Staff BUS Site Map Unks Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensee Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL10537 R1 COI Certificate of Indeoendence.pdf Standard ASTM D1929 ASTM D2843 ASTM 0635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL10537 R1 Equiv of STANDARDS.pdf Year 1996 1999 2003 1998 2000 1995 1994 http : / /www.floridabuilding.org/pr /pr app _dtl.aspx ?param =wGEVXQwtDq... 11/12/2012 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/28/2012 02/29/2012 03/07/2012 04/03/2012 Page 2 of 3 1FL # Model, Number or Name Description — __ — 10537.1 _ a. "FiberClassic ", "SmoothStar", 6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswir "ClassicCraft" or "ClassicCraft Rustic"' • utswin • Configuration -- — Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. Installation Instructions FL10537 Ri II Inst 10537.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL 10537.1.odf Created by Independent Third Party: Yes 10537.2 I b. "FlberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door with Sidelitr OX or XO) Inswin • or Outswi • Confi • uration rLmmits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.2 for Design Pressure Ratings by peciflc Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -98 utilized for .,reas inside the HVHZ) Installation Instructions FL10537 R1 II Inst 10537.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes aluation Reports FL10537 Ri AE EVAL 10537.2.pdf Created by Independent Third Party: Yes 10537.3 c. "FlberCiassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite (OXO Inswin • or Outswin . Configuration nstallation Instructions FL10537 R1 II Inst 10537.3.pdf Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A f Other: See INST 10537.3 for Design Pressure Ratings by specific Model and for any other additional use limitations and nstallatton instructions. (Note - ASTM E1300 -98 utilized for areas inside the HVHZ) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL 10537.3.pdf Created by Independent Third Party: Yes 10537.4 d. "FiberCiassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" (6'8 "Impact" Opaque Fiberglass Double Door - (XX) Insv or Outswin • Confl • uration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: See INST 10537.4 for Design Pressure Ratings by peciflc Model and for any other additional use limitations and installation instructions. Installation Instructions FL10537 Ri II Inst 10537.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL 10537.4.pdf Created by Independent Third Party: Yes 110537.5 . "FlbercIassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Double Door with SidelH OXXO Inswin• or Outswin• Configuration _ — Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.5 for Design Pressure Ratings by peciflc Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -98 utilized for areas inside the HVHZ) Installation Instructions FL10537 R1 II Inst 10537.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL 10537.5.odf Created by Independent Third Party: Yes http : / /www.floridabuilding.org/pr /pr app dtl.aspx ?param=wGEVXQwtDq... 11/12/2012 Florida Building Code Online Page 3 of 3 Back Next Contact Us:: r. ,. r . T. •1 _ r Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: ® LIIR/C Credit SAFIE http : / /www.floridabuilding.org/pr /pr app dtl.aspx ?param= wGEVXQwtDq..* 11/12/2012 R W B R W Building Consultants, Inc. Consulting and Engineering Services for the Building industry P.O. Box 230 Valrico, Pt. 33595 Phalle 813659.9197 Florida Board of Professional Faigineers Certificate of Autlwrivation No. 9813 1'r.odlrrci Evrrl ration °Report t ?eport Date: FL-1053 7.1 R1- `.,. 1 bJ urnr ► 2; 2012 Product Category Exterior Doors Sub Category Swinging Exterior Door Assemblies Manufacturer Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 Phone (419)298 -1740 Product Name Smooth Star, Fiber Classic, Classic Craft and Classic Craft Rustic Fiberglass Door InswinglOutswing "lm pact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporation based on Rule Chapter No. 9N -3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is In compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product icomplies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind home debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This products meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 10537.1 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using tthreshoid item #4 meet water infiltration requirements for "HVHZ". 8. Inswing and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL- 10537.1 for size and design pressure limitations. Supporting Documents: 1. Test Report Not TEL 01460336 -A,B,C STTS00001 15427 - 107362 ATI 67508.01- 106 -18 TEL 06- 1031 -1 2. Drawing No. No. FL 10537.1 3. Calculations Anchoring Test Standar4 ASTM D635 -03, ASTM D1929 -96 ASTM D2843 -99 ASTM 626-95 ASTM E84 -00a ASTM D1929- 96(2000)e01 TAS 201 -94, TAS 201 -94. TAS 203-94 Prepared by, RW Building Consultants, Inc. (CA #9813) Prepared by, RW Budding Consultants, Inc. (CA #9813) Testing Laboratory Testing Evaluation Lab.,Inc. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. Testing Evaluation Lab.,lnc. Stoned by Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Signed Sr Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management institute , certifying that Therma -Tru Corporation is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53, Lyndon F. Schmidt, P.E. FL PE No. 43409 2/2812012 c PF 1454 Sheet 1 of 1 e' 11 THERMALRU® THERMA TRU DOORS 1 1 8 INDUSTRIAL DR., EDDERTON, OH 4351 7 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING 'IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "rah Velocity Hurricane Zone" (HVHZ). 2. Product anchors droll be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressrg or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Builder Code and does not require an impact resistant covering. 4. When used In areas outside of the "HVHZ" requiring wind borne debris protection this product compiles with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.24 of the FBC. 5, For 2x stud framing construction, anchoring of these units shat be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing requuire further engineerim analysis by a licensed engineer or registered architect. 7. Outswing continuations using threshold item 84 meet water infiltration requirements for "HVHZ . 8. Inswing configurations and outswing configurations using threshold item 85 do not meet the water infiltration requirements for the 'Wit" and shall be installed only in non- habftable areas or at habitable rations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TANS OF CONiEMNS $HESS DESCRIP11014 1 2 Typical elevations, design pressures & General notes Eta panel detail (Smooth Star) 3 Door panel details (Classic Craft) 4 Door panel details (Classic Craft Rustic) 5 Door panel details (Fiber Classic) 6 Horizontal cross sections 7 Vertical cross sectlors 8 Buck and frame anchoring - 2X buck masonry motion 9 Frame ancharing-1X buck masonry construction 10 Bill of materials & components 37.75 MAX, OVERAU. FRAME WIDTH 35.93"MAX. PANE. WIDTH - "I U CLASSIC CRAP" RUSTIC FiBER CLASSIC INSWING OUTSWING INSWING OUTSWING 37.75" x 82.25 37.75" x 80.75" 37.76" x 82.26" 37.75' x 80.75" +90.0 +90.0 +75.0 +80.0 -90.0 -90.0 -75.0 -80.0 .41 a R N a Ql oas& 2/24/09 SCAM: N.T.S. mall. ens AL sec Err: LFS moo Ko4 FL-10537.1 j_ ov,JQ 0 t" 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 0000000 000000 0000000 0000000 00000000 0000000 00000000 DEMI A•A Panel reinforcement 1.18' J v 00 �� r< K, 28.86% OPEN AREA MAX. Q:; ff EXTERIOR INTERIOR 4111 laf� I la J 2 sags 2/24/09 z N.T.S. 3 Etas AL m crat. tm !FS 3 rp FL- 10537.1 °a v 1 } to 4 4 DETAIL A-A J' 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000.0 00000'0 0000000 00000000 0000000 00000000 TYP. 4 CORNERS OF PANEL 1ETAO.A -A Panel reinforcement J v • 00 28.86% OPEN AREA MAX. 0.34" EXTERIOR INTERIOR oLour sum EXTERIOR INTERIOR Z is 2/24/09 ems N.T.S. en air. en LFS moo !D: FL- 10337.1 sew 0•j 0 a 0 IIIL } to 4 4 DETAIL A-A J' 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000.0 00000'0 0000000 00000000 0000000 00000000 TYP. 4 CORNERS OF PANEL 1ETAO.A -A Panel reinforcement J v • 00 28.86% OPEN AREA MAX. 0.34" EXTERIOR INTERIOR oLour sum EXTERIOR INTERIOR Z is 2/24/09 ems N.T.S. en air. en LFS moo !D: FL- 10337.1 sew 0•j 0 a 0 C O 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000 0 000 0' 0000 0 000000 0000000 TYP. 4 CORNERS OF PANEL DETAIL A•A Panel reinforcement v v • 0 0 28.86% OPEN AREA MAX. EXTERIOR INTERIOR 1—. 1.43° 1 EXTERIOR INTERIOR 1 g �. EEwaa K Za aces 2/24/09 N.T.S. Datt sn AL aac m LFS FL- 10537.1 sir or 1.Q.. O 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000 0 000 0' 0000 0 000000 0000000 TYP. 4 CORNERS OF PANEL DETAIL A•A Panel reinforcement v v • 0 0 28.86% OPEN AREA MAX. EXTERIOR INTERIOR 1—. 1.43° 1 EXTERIOR INTERIOR 1 g �. EEwaa K Za aces 2/24/09 N.T.S. Datt sn AL aac m LFS FL- 10537.1 sir or 1.Q.. 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0 0000000° 000000 0000000 00000000 0000000 00000000 0000000 00000- 0000.0. 00000.0 0000000 00000000 000000 00 0000000 DETAIL A -A Pane{ reGlforCerneM 0.0° 0 EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 0 z LOB 2/24/09 a.T.S. 0lYJ Bn AL c BYE AL Drew No4 FL- 10537.1 Baer ar jQ 1 1 0 HORIZONTAL CROSS SECTION �� INTERIOR EXTERIOR 1 -U4' met M. M.) 0 4 HORIZONTAL CROSS SECTION Shown w /IXsub-truck INTERIOR EXTERIOR 0.15' 0 C'SINK 00 Will 11 0 11 SA as i MEM 6 0 HORIZONTAL CROSS SECTION Oulswing : -h+9 also approved 1 -114 MIN. FMB. (IYP.) a? i r -g 2/24/09 sons: N.T.S. oes3. NO AL oat en LFS nwdYWa NO.: 1 FL- 10537.1 z 2 1 8 +8 0 0 EXTERIOR a 0 VERTICAL CROSS SECTION Outswing approved - Inswing INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR C) VERaCA& CROSS SECTION Shown w /1Xsub-buck EXTERIOR INTERIOR VERTICAL C Inswing figuration see generrdd notes, Oval 1 for '11VHZ" nx�tertroflon © VERTICAL. •a'l Y �SIJ,..,�•J p see. general no sheer t eor liVt1r water lrimtrotion requirements INTERIOR EXTERIOR OMB 2/24/09 sae: N.T.S. u. e: AL CHIC. ee LFS FL- 10537.1 srser Z or 3 a 0 7 1 RUCK ANCHORING DP < =80psf ituGCKIMER 80 <OP <=100psi L f Rt HINGE JAME CONCRETE ANCHOR ROTES: 1. Substitution of equal concrete screws from a different suppll ' may have dfferent edge d Lance and cater distance 2. Concrete rements locations at the comers maybe =gusted to maintain the minimum edge distance to mortar joints. if concrete screwtocations noted as MAX. ON CENTER " must be adjusted to malntoin the minimum edge distance to mortar ,ants, addlfon al concrete screws may be required to ensure the maximum on center dimension k not exceeded. 3. FRAME MiCHORING Masonry buck construction ft1NCE 3EMAn 1 VTRWRWJAMP LATCH 4 DEADBO&7D AIL t1 "Ij 1 1 A 1 apCEe 2/24/09 z SCAtEt N.T.S. DWO. evs AL ctac. Ott LFS re DRAWING NO.: Ft.— ?0537.11 °o emu OF.. ::::: z::, .., :.:......................... 1/4° 14/4" 1" 4" FRAME MiCHORING Masonry buck construction ft1NCE 3EMAn 1 VTRWRWJAMP LATCH 4 DEADBO&7D AIL t1 "Ij 1 1 A 1 apCEe 2/24/09 z SCAtEt N.T.S. DWO. evs AL ctac. Ott LFS re DRAWING NO.: Ft.— ?0537.11 °o emu OF.. 1' MASONRY OPENING FRAME •--r 1X BUCK TYF'. HEAD & JAMBS PI■ HUM AMMOXING Masonry IX buc:k construction CONCRETE ANCHOR NODES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete =OW locations at the comers may be adjusted to maintain the minimum edge distance to mortar Joints. 1f concrete scsew locations noted as 'MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension Is not exceeded. ........ .......,.. ............................. „ .. .. , . 1/4” !-1/4 2-1/2" 3" •••••,..-...,•:..F...,:i.xxs.z.:•...:....zi ,. 1/4 1..1/4 r 4' • STMIEJAMI LATCH I DEADBOLT WAIL HINGE WAX. 2 g 1 o Me 2/24/09 sate N.T.S. DIG. Ent AL cre. LFS ME nal FL-10537.1 s*Er of isL 2 RILL OF MATERIALS OEM DESCRIPTION MATERIAL OEM DESCRIPTION MATERIAL A IX BUCK SG k 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR -S DOOR PANEL DETAIL SHEET FOR DETAILS - B 2X BUCK SG k 0.55 WOOD 31 DOOR SKIN 0.095' THK. (CC RUSTIC) Fy = 6,000 PSI MIN. FIBERGLASS C MAX 1/4" SHIM SPACE - 32 TOP RAIL (CLASSIC CRAFT Rusmq WOOD D 1/4" X 2-3/4" ELCO OR I1W CONCRETE SCREW STEEL a3 LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC) WOOD/LVL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO AO 301 OR HOU.OW BLOCK CONFORMING TO AVM C90 CONCRETE 34 BOTTOM RAIL (CLASSIC CRAFT Rusin) COMP. 35 PANEL REINFORCEMENT 0.023-THK. (CLASSIC CRAFT RUSTIC) STEEL G 3116" X 3-1bV TIW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H 1 /4" X 3-1/4" IIW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR -SE DOOR PANEL DETAIL SHEET FOR DETAILS - J 1/4" X 3-3/4" ELCO OR 1W CONCRETE SCREW STEEL 41 DOOR SKIN 0.065*THK. (SMOOTH STAR) Fy = 6,000 P51 MIN. FIBERGLASS L #10 X2-1/2' PFH WOOD SCREW STEEL 42 TOP RAIL (SMOOTH STAR) COMP. 1 INSWING ADJUSTABLE THRESHOLD (1S300AJ) ALUM/WOOD 43 LOCK STILE (SMOOTH STAR) WOOD/LVL WOOD 2 INSWING 'THRESHOLD (IS300HP5) ALUM./COMP. 44 HINGE STILE (SMOOTH STAR) 3 INSWING SELF ADJusr DERMAL BREAK THRESHOLD (ISP30M) ALUM/COMP. 45 BOTTOM RAIL (SMOOTH STAR) COMP. 4 OUTSWING COASTAL THREHOLD ALUM/WOOD 46 PANS. REINFORCEMENIT 0.023.1HK. (SMOOTH STAR) STEEL 5 OLTISW1NG STANDARD THRESHOLD ALUM/WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUMJCOMP. 50 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095' THIC (CLASSIC CRAFT) Fy = 6,000 PSI MIN. FIBERGLASS 8 JAMB (PINE) $G >= 0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT) COMP. 9 JAMB (OAK) SG > 0.55 WOOD 53 LOCK 51111 (CLASSIC CRAFT) WOOD/LVL 10 WEATHERSTRIP FOAM 54 HINGE STILE (CLASSIC CRAFT) WOOD/LVL 11 HINGE STEEL 55 BOTTOM RAIL (CLASSIC CRAFT) COMP. 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL RBNFORCEMENT 0.023" THK. (CLASSIC CRAFT) STEEL 13 #9 X 3' PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065" THK. (RBER CLASSIC) FY = 6,000 PSI MIN. FIBERGLASS 16 #8 X 2-112` PFH SCREW STEEL 62 TOP RAIL (FIBER aAssc) COMP. 17 #8 X 3/4" PHI SCREW STEEL 63 LOCK STILE (FIBER CLASS1C) WOOD/LVL 18 OWLET PASSAGE LOCK-SIGNATURE SERIES STEEL 64 HINGE STU (FIBER CLASSIC) WOOD 19 KWIKSET DEADBOLT - SIGNATURE SERIES (980) STEEL 65 BOTTOM RAIL (FIBER CLASSIC) COMP. 66 PANEL REINFORCEMENT 0.023" THK. (FIBER CLASSIC) STEEL 67 FOAM CORE POLYURETHANE 5.77' • , , ,r,xxistatia,— _ _ fr3 4- 5.87 3iiiro ki , .. ,,,................. low_ ,..., , /71. Irmusmoto rs712/181100-- %APE ic---,------- __ I t,..„ ,,,-. 1 .*:::4- I 1. _.. <t'i'it.pCkP N '-,j _ te it , BYRSHOLD raIngp rating +I- 50.0 ps1 0 LiZt.:11ti_..? 0 err-. •: 1 2 OATE; 2/24/09 =NZ N.T.S. MO. BY: AL cBY LFS DIMING KO FL-10537A sterr IQ,