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WS-17-1226 Pyr°tui 1 �- = T 226 Miami Shores Village P@lC'T,�" "iCNW �;l,Ittlf`S 10050 N.E.2nd Avenue NE t r rk a r t r t re plat Ment le q qiq� Miami Shores,FL 33138-0000 Phone: (305)795-2204 tell APOROVED �'CORNII' Issue pew Expiration: 11105/2011 Project Address Parcel Number Applicant 8701 NE 4 Avenue Road 11-3206-046-0660 CYNTHIA LAM Miami Shores, FL 33138-0000 Block. Lot: Owner Information Address Phone Cell L CYNTHIA LAM 8701 NE 4 Avenue Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 HOME OWNER Total Sq Feet: 0 Type of Work:REMOVE AND REPLACE WITH IMPACT RESI Available Inspections: No of Openings: 1 Inspection Type: Additional Info: � � �, 9� Window Door Attachment Classification:Residential ° + j Final Scanning:3 M, Review Building JOB, 7A Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-5-17-63904 DBPR Fee $2.00 DCA Fee $2.00 05/09/2017 Credit Card $79.60 $50.00 Education Surcharge $0.20 05/04/2017 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $129.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that.separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certi that all the f regoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F ore,I au o ize the above-named contractor to do the work stated. May 09, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy May 09,2017 1 I� Miami Shores Village I.AY 0 nl: 1+i1- �I Building Department , - - 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. �� PERMIT APPLICATION Sub Permit No. FE-]BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF [:] CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 8701 NE 4th Ave Road City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: 11-3206-046-0660 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Cynthia K. Lam Phone#:305-333-2177 Address: 8701 NE 4 Ave Road City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: Lamsync2@gmail.com CONTRACTOR:Company Name: ?lZol' e bluniky Phone#: Address: City: State Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1�. s Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: Remove and replace with impact resistant material the Sidelight and Door. Specify color of color thru tile: Submittal Fee$ + Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$5, 00 Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � < �} (Revised02/24/2014) 1 Y Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. p, Signature - Signature OWNER or AGENT CONTRACTOR ��T��h77e foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ,JG251A day of April 20 17 by day of 20 ,by Cynthia K. Lamrho is personally know—Vo who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: v Sign- ��. `-` Sign: P r i n : /® C7' Print: Seal: Seal: Nwry thmNc Se�ee�f Firma emij N sword My Cwm d$WW 00 7031 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,6tiow D Miami Shores Village Building Department 10050 N.E.2nd Avenue �R Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: OUA-bN, m DATE: ADDRESS: D qo ( NE q Ae " Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed personas a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial_ 3. I understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.1 also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits andt/ . Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,whi violates the exemption. Initial S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and bmunicipal ordinance. Initial (�'------�� 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously Implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries.I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial- Q)/_ 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. V r Initial k—)- 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htta://wAfw.myfloridalicense.com/dbnr/oro/Cilb4ndex.htmi Initial C` 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the propose construction activity at the following address: Initial •d� 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,If an unlicensed contractor or employee of an Individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of MAY 20 By iA- L4` who was personally known to me or who has Produced there License or as identification. 5 OWNER NOT Zoyaro&e�� Not Public State of Florida o Sindia Alv2rzz a My Commission FF 156750 ®r�o�� Expires09l0312018 0 Miamishores L Village 't 193 Building Department �.� a 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 EORIDA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance, embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ac owledgement: (JfUL'KA4- 4-J5,1 7 CYf 01 Qualifier/Owner Signature Date Print Name Sidelite - Impact 31 7/8 x 80 5/8 NOA No. 16-0629.17 Mullion 2x6 x 82" NOA No. 16-0218.03 Door- Impact Tx 6'8 x 1" 3/4 No. FL14569R7 CITY j� UVINc ROOK o r I l I0000 ��,° • • 0000 0000.. -,� .. 0000 • • --=h�J • . 0000.. .. . 000.. 0000.. 0 • 0000 0000•• 0000 • ROOM DINING • • • • 0000 0000 0 0 000• 0.00•• . 000 0000• • • • I •• •• 0.00 0.00•• •60.000 • • • • 0.00.• 0 0000•• -- 0 • • • • • • •00 0 069 •0000• .. 01 LLJ KITCHEN • � v\ < L_ O < J L ' _ I j LU 1_ --------------_.__ 1 V ') L TERRACE s c } CL c` z L1 J w o 1 st FLOOR Page 1 of 1 SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ C0RP0RAT10N 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com alfarooq@afceng.com Project Number: 33284-2574 Date Requested: 3/22/2017 3:25:31 PM Client: Cynthia Lam Mailing Address: Cynthia Lam 8701 NE 4th Ave Road, 8701 NE 4th Ave Road, #8701 #8701 Miami Shores,FL 33138 Miami Shores,FL 33138 Project Address: 8701 NE 4th Ave Road, Job Name: Home Project Information Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10&2014 FBC. sees Wind Speed 175 mph . • . . .. . ...... Risk Category 2 ••• • Building Classification Enclosed Design Trib.Area(ft 2) Zgrily'4•• •2bn 5 •: Exposure Category D g Roof Type Sloped 10 +53.1� �;5J�6 +53 -71.?*:'*- Mean Roof Height 25.00 ft •• ••' sees" ZANE X1"1 d-1 0%OF LEAGSWGEIYONTAL DIVENSION • • • • ' • Elevation of Opening 25.00 ft ZONE 5 HEIGHT'H'F;R SLOPED ROpg j illE b9EAI*••••• ROOF HEIGHT • • Least Horizontal Dimension N/A •••• • .... H - . . General Calculations Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 1.13 Velocity Pressure Coefficient(Kz) 1.13 Topographical Factor(Kzt) 1.00 Velocity Pressure(Qh) 75.0 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 75.0 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. ©2017, Copyright AI-Farooq Corporation CAN (EB)#3538 3/22/2017 c)(029 . krA MIAMF MI&M-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOAGC RESOURCES(RER) Mami,Florida 33175-2474 BOARD AND CODE AD1 MISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) *".miwnida&.gov/acmomy PGT Industriew,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: Ibis NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida BuildinkCeie,. 0000.. including the High Velocity Hurricane Zane. . DESCRIPTION: Series"F'D-1.01"Aluminum French Doors w/wo Sidelites-L.M.I. APPROVAL DOCUWNT: Drawing No. 11005-1 Rev F,titled"Alum. French Door&Sida Utes,Impact:',sheets a through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industaiesesigned a"scaled W Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision 3tnt4 with H'ae•AIVotice eh... 000 0000 Acceptance number and Expiration date by the Miami-Dade County Product Control Sectrshi..0 . 0000. .. .. 0000 0000.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant .�.... .• Limitations: • . . . 0000:. 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXX:OXO and CVM-The . lower design pressure frons X,XX door or O(sidelite)shall control. 11 : goo 0 0 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16714S glass at interior side. 3. +/4 3 Elco Ultracon(former Tapson)to be 4"OC into Cone.and 6"into CMU(jambs). 4. 1x or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and series and following statement: "Miami-llade County Product Control Approved",noted herein. + +WAL 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 cfNOA. 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#15-0528.24 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Uhaq I.Chanda,P.E. NOA No.16-0629.17 o Expiration]Date: Qrtober l k 2017 Approval Date: July Z 16 Page i 1� 1, PGT Initigstries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed below) 2. Drawing No.11005-1 Rev F,titled"Alum.French Door&Sidelites,Impact',sheets i through 10 of 10,dated 04/04/2012 and last revised on 06108116,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/ TPS, Super,Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,Inc., Test Reports No(s)FTLA717,FTL-8970 and FTL-8968,dated 02/15/16,06/07/16 and Q§12,0116, all signed&sealed by Idalmis Ortega,P.E. • • *see" 0000.. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC 169 202;94:• • 2)Large Missile Impact Test per FBC,TAS 201-94.06:00 000 0 •••••• 3)Cyclic Wind Pressure Loading per FBC,TAS 201 X•4•.•" :0000: .. Along with marked-4T drawings and installation diagram of fixed sidelite(0)W.hisulatg..• ...". laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Repauta No(s)FTJ.-i. 00000 6864, dated 04/02/12,signed and sealed by NlarJin D. Brinson,P.E.(Subm tt d&Ander file;412- *98609 0516.02/#I1-1013.22) ":': •. 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 • • ..... 2)Uniform Static Air Pressure Test,Loading per FK.TA$202;24 0 ••• 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked up drawings and koiallation diagram of Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No FTL 5212,dated 05/05/2007,signed and sealed by Carlos S.Rionda,P.E.(Submitted under files'#12-31.6.021#11- 1013.22) C. CALCULATIONS(Submitted under file 915-0528.20 1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC- 214(5a`Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02,04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). 1�,k�•, - UA Kam Ish g handa,P.E. Product Control Examiner NOA No.16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2416 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SIIBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours&Co.,Inc.)for"Kuraray Butacite PVB Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MAA)former Solutia Inc.for their"Saflex Clear or colored interlayer",expiring on 05/21/16. F. STATEMENTS(Submitted under file#15-0528.24) 1. Statement letter of conformance to FBC 2014(5'b edition)and letter of no financial interest, prepared by PGT,dated 05/22/15,signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#15-4528.2#,expiring 10/18117. 2. Test proposal# 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascon,P.E. . e .... ...... ...... .. . ...... .... ...... .... .... ..... bay L Chands,P.E. Product Control 1 gaminer N©A No.16-0629.17 Espiratton Date: October 19,2017 Approvai Date: Juty 21,2016 E-2 STANDARDS US®: .2014 FLORIDA BUILDING CODE VBCJ,5TH.ENTION NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) •ASTM EIMO-os ..-_ .ANSUAFSPANDS-2012 FOR WOODOONSTRUGTIQN IaRPUCf>:6Yg1t8 1_GLAZING OPTIONS: *ALUMINUM DE51GN MANUAL,ADM-2010 A 318'LAMI NQM.(,402 CONSISTING OF(1)LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •ar�I s1a0 ortsz- all 2mn �ol•�4at zf•!7' SAFLEXIK'EEPEAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS- PSAF S.318 LAMI NOM.fA W)CONSISTING OF(1)LITE OF IV HEAT STRENGTHENED GLASS PLUS AN.090 PVS INTEP&AYEROF DUPONT SUITACITE OR SAFLEX4TEPSAFE % MAXIMUM PLUS(1)LITE OF 3118'HEAT STRENGTHENED GLASS. C.7116'LAMI NOM.(.4661 CONSISTING OF(1)LITE OF 3+18°ANNEALED GLASS PLUS AN.(190 PVB INTERLAYER OF DUPONT SUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LffE OF 311W HEAT STRENGTHENED GLASS. D.7118'LAMI NOM-f-4651 CONSISTING OF(1)LTTS OF 3118'HEAT STRENGTHENED GLASS PLUS AN•090 PVB INTERLAYER Of DUPONT BUTACITE OR SAFLEXIKEEPSAFE 52 c IL MAXIMUM PLUS(1)LITE OF 3118'HEAT STRENGTHENED GLASS. NOA DRAWING MAP ` E.13118'LWI 10 NOM.(•840")CONSISTING OF(1)LITE OF 3116'TEMPERED GLASS,V0 AIRSPACE,(1)LITE OF 118'HEAT STRENGTHENED GLASS PLUS AN.ON PVB INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS, TOPIC SHEET 0 a 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. GENERAL NOTES............ 1 2 A.NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130D. CONFGJMTIONS...........I O B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300• GLAZING DETAILS........... 1 -1 o 3.CONFIGURATIONS:X,O,)Q(,XO,OX,XM,OXX,OXO AND OXXO. DESIGN PRESSURES...... 2 4,ANCHOF AC E:THE 83113'A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED O STEEL a F' SCREUVS,`THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING GODS.FOR ANCHORAGE ELEVATIONS 3CID REQUIREMENT'S SEE SHEETS 8 THROUGH 10, VERT.SECTIONS _......4 ..... HORIZ.5ECTi0NS........... 6 5.SHUTTERS ARE NOT REQUIRED. PARTS LIST ...... 8 � � U) 6.SEALAI4T:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT• EXTRUSIONS,... C7 7.REFERENCES: .... 6,7 u8 TEST REPORTS FlL-4984,5212&6884 ELCO ULTRACON NOAS:;ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE"""'"""""6.10 DESIGN MANUAL. O 8,THIS PRODUCT HAS SEEN DESIGNED&TESTED TO COMPLY WITH T14E REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY GLASS ABBREVIATIONS Z HURRICANE ZONE(HVHZ). AN.=ANNEALED 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: � A.THE LOWER DESIGN PRESSURE FROM TABLE 1,OR 2.PREVAILS- H$.•HE PEERED NGTHENED B.FULL LENGTH REB�ORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 6),IS REQUIRED ONLY AT ALL ODOR TO SIDE LTTE CONNECTIONS FROM TP.=TEMPERED Z TABLE 1.,SHT.2.REFER TO TABL=E 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT- il 4 O' Q . 93� ��3} 81 0 �1 u. zl X30 80-83 (73 112"GLASS BITE 73 1!2"GLASS,SITE 74t�4 ASS SITE EXTER1bR n, nwEk7EORC 'U8`AN.OR 7� 3118'A1LL OR Tt 114"AIRSPACE- J "�H}S. dY4 I HS.GLASS HS.OLASS 3118'HS. GLASS 3118"HS. 3N6'TP.GLASS-+' 090 PVB INTERLAYER GLASS ,090 PVS INTELVY6R� - 4tASS. • •• .... '�� r (DUPONT BUTACITE OR (D NT BUT$C1TE OR • • • • • V8"HS.GLASS • ti�°" SAFLEXIKEEPSAFE I SAFT.EXIYCE�SAFF• • i i •i •• •090 PV8 NTERLAYER-- MAXIMUM} j hCIMUi •• • • • • • (DUPONT BUTAGITE) 13118"NOM. M1 1 318"NOM. 7118"N066! •• -. GLASS = / rAAA' N �t GLASS STACK GLASS STACK STACK �I• .. 3!8"LAMI NOM. : 7PI30 LWI NSM. 13116"LAMI IG NOM_ GLAZING OPTION A OR B,NOTE 1 GU4XdI�G 4PTjOMG QR_.P,.��T GLARING OPTION E,NATE 1 `''rQr"�; kwiaaeaacEd PE -•" •1� • • • • • • P.EI$BTI 0:6 • • • • 0:0 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. SIGN PRESSURES FOR ALL CONFIGURATIONS_ NOTES: °=rasvweu APPROVED CONFIGURATIONS:K)%0,OX,XO,OXO.)=,OXX&OXXO (FOR DOORS Wl SIDE LITES THE LOWER DP FOR THE DOOR OR SATE LRE PREVAILS) 1.GLASS TYPES: RENFORCEAMNT 18 REQUIRED AT DOOR&S11?E LITE CONNECTIONS A.318°LAMI(118°A,.0W AWB,3/16"HS) 8 r1e.w�a' 2 DOORS WITH GLASS TYPES A.B,C,D OR E B.3W LAMI{i/6°HS,.060 ave,ins HS} C.7/18°LAM[(3118'A..>394 PV9,3(18'HS) HEIGHT D.7/16'LAMI(3/18°HS,.080 PVB,3/16'HS) X WIDTH XX WIDTH79 3/4" -833/4" 87 33x4" 91 E.13/18"LAMI IG(3116°TP,1(4"AIRSPACE,118`HS,.080 PVB,3116'HS) $&- 7° 3/4" 8°-95914° r LL 71 3I4" +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX.OX/XO WIDTH -73112" F' O WIDTH SINGLE SIDE LITES 4NTH GLASS TYPE A MAX.OXO WIDTH-1091n° O co 27 314' +75.0 -75.0 +75.0 -75.0 +75.01-75.0 +75.01-76.01+75.0 °75.0 MAX XXO/OXX WIDTH=107 314° MAX.OXXO WIDTH=143 314" OXY g 36118" +75.0 -75.0 +75.0 -75.0 +71.4 -71-41+67-61-87.61+64.2 -64.2C6 is 3.SINGLE DOORS 335/8 WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 118` y 38 314" +75.0 -73.0 +74.9 -74.9 +70.4 -70.4 1+66.8 -66.8 +63.1 -63.1 WIDE OR OVER FROM EITHERTABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE 1NIDTH SINGLE SIDE LIES WT H GLASS TYPES B C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. j 36 314 +75.0 -75.01+75,01-75.01+75.01-75.01+75.01-7+.5.01+75.01-75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIN&DADE COUNTY. o 0) LL TABLE 2, p ' IGH PRESSURES FOR COMBINED DOOR/SIDE L1TES ONLY 5•EXAMPLES OF COMBINED DOOR AND SIDE LTTE bESTC,N PRESSURES a6 fl APPROVED CONFIGURATIONS:OX,X10,OXO XXO,OXX&OXXO � 6 a Ex.A FROM TABLE 1. � � � (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30"WADE x 80`HIGH SINGLE DOOR WITH 29"SID[UITES � � C] �z DESIGN PRESSURE_+67.8/-67.6 PSF GLASS TYPES A,B,G D OR E Lu z HEIGHT EJC.B FROM TABLE 1. w LY OXXO WITH GLASS TYPE A Q- p X{MOTH XX WIDTH 6g-79 314" 7°-83 314" 87 314 91314" SP,95 3/4" 68"WADE x 85"HIGH DOUBLE DOOR WITH 361!3'SIDE LITES 1,290 LL r 2ti 25 112" 49 473W +58.6 -58.61+55,4 -55.41+62,41-52.4 +49.8 -49.81+47.4 -47.4 DESIGN PRESSURE m+70.4/-74,4 PSP = 27 112 513!4° +54.9 -54.8 +51.8 -51.8 +49.0 -49.0 +46.5 •46.5 +44.3 -44.3 .C FROM TABLE 2 Q OXO WITH GLASS TYPE C 29117 553/4" +51.7 -51.7 +48.8 -48.$ +46.1 46.1 +43.8 143.8 +41.6 -41.6 30`WIDE x 87 31C HIGH SINGLE DOOR WITH 26*SIDE LITES 28 DESIGN PRESSURE=+43.01.43.6PSF lie a 31 1/7 5° 59314" •+'49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 •41 A +39.3 -39.3 -1 EX.D FROM TABLE 2. 20 33 112" 54 63 314" +43.1 -43.1 +43.1 •443.1 +41.5 141.5 +39.3 -39.3 +37.3 -37.3 OXXO WITH GLASS TYPE C 35 1!2" 6?314" +38.1 38.1 +3B.1 38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 83 314"WIDE x 80'HIGH DOUBLE DOOR WITH 26"SIDE LITES S LIESIGNPRESSURE=+43.1/-43.1PSF d $ 3° 37 112" 6° 713/4" +34.01 -34.fl1+34.01-34.01+34,0 -34.0 +34.0 34.0 +34.0 34.0 0 WIDTH GLASS TYPES A,B,C,O OR E 8.FOR COMBINED DOOR AND SIDE LITER FROM TABLE 1,WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 314" +75.0 -75.0 +75.0 -75.0 +75.0 -16.0 +75.0 -75.0 +75.01-75.0 CONNECTION SEE SECTION E-£,SHEET 6 FOR RETNFORCEMEM +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +_ D. i i i • 12 3Y4 . SINGLE 19° +72.4 -72.4 +68.5 -68.5 +65.0 -55.0 +61.9 -61.9 +59. -58.8 �: : : :•; •• SLOE LITE 21 3'4" +84.5 -64.5 +81.0 -81.0 67.8 -57.8 +55.0 •55.0 414 •M 273W +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 44.7 +42.8 -42-6 .fid 36118, +35.2 -35,2 +35.2 -35.2 +35-21- -21+35235 35.2 + 4.11 x(14.4 .'• ••• • • 364" +34.0 34.0 +34.0 -34.01+34.01-34.0 +34.0 34.0 +34.0 -34,0 i•i i i • ••• • • a LYwre�aL�R P.s ••• • • • • • • • P'E@ 68106 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX 109 1.7 43 314'MAX. �+--—Ta 1I2'�MAX ' "SEE NOTE 3----36 WIP 38 314' 1 SEE NOTE 3 36 314' so Emp a�M ae Fia•x MAX. I I" MAX. � �'—MAX X48 �9 4941 ! X u Al � Ej K LIZ SEE 0 v X AG . X tNAC _ G �- V) u. ' NOTE 4 SEE NOTE d— � -SEE NOTE 4 SEE NOTE 4 M OXtai KO SEE NATE d oxo SEE g rt 314"MAX 36 314'MAIC. t) r-3MAX A E DLOrr "p) OLD(T P-) G I► DLO(1'YP) ,� {_ r 49 Hd T. W 49 41� G Lu HT. TYP. 95314- 84 yQz� A pm. MAX DLO /// h6f J/f //� 13F X TYP. - DLO� • (TYP.) DOORd DLO HEIGHT =HEIGHT-11 Wo IL 40' DLO VMTH W -DOOR WIDTH 1215(18" ^o ff DLO WIDTH"•DOOR WIDTHI2-i1 6118" (T�'P)Dt fff iC3 C �C F �� L{ X At1NAC ••• •• • F • • • •• SIDE LITE DLO HEIGHT-HEIGHT•11 318' • DLO WIDTH -WIDTH-3118° A�1 •• ••• •r • • • •• NOTES: T.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. f 2.FOR HORIZONITAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. - 3.SIDE LITES OVERLAP'X'AND XX DOORS BY 314°WHEN ASSEMBLED TO MAKE 7C0%"OK0"XXp',D)OC =X(Y•CONFIpRATIDNS. 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLIC ILI SHEEM. • • • • • • OPENING S.CLEAR FOR'X'AND I)M DOORS AS FOLLOWS: (w DOORS a WIDTH-S.6d6) f�DOpR J WIt WI;TW2.4.oP•8) : : A.LYFUtI7�LLOi RE • •• • • • • • • P'E'N 887Q6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ` � I awrsbYatw^MitlmYLwids �4 — � EXTERIOR IN'T'ERIOR y� owl �L� m iMn wed E7 N V. (10 1 2 r �- N65 ATHEADWAMSU37 X60) ATSILLI.IAMS (�} CO CLEAR-COLOREDr p EXTERIOR INTERIOR f $ J r t W O z o MAXF g z 2 _ MAX. MAX. MAX SIDE 6Z 0 Z DLO DOOR OLO LITE G HEIGHT I HEIGHT U d .9 i-- Lt ' ON SL VIEW G^C7 oa �30 61 CORNER ASSEMBLY ` Cl J • i 1.Ag8 • • ••i • • • i i ••• /DOOR SECT._A A SEAT.B .• •'. .•e VERTICAL ^ •• 'VERIM : . •o. : : titYaw RaE .•. .. • 00 go ••• • 0 • 000 0 • 4 49 MAX.VC WIDTH.. r LL L4MAX-�- DLO— LXX'SECT.C-C \ "DLo3"1 x LU o d36,; HORIZ. 48 45 32 � MAX.XWIDTH --_.._ _ rd 20 .,_ co Cd O ` o w -- x INTERIM J • O LL P 0 a d D � X'SEDT. Q-D EXTERIOR HORIZ. SPACING,SAME As � 67).s JAMB ANCHOR SPACING MAX.SL WIDTH MAX(-►-- SL WIDTH �— — (SEE SHEETS 7,8 AND 83 J F Qg a 62 p�6 V • •• • • • • • MAX. \ ••• ••• • - .- - •• ••• • • ••i . pi 22 SEETAULES 9 AND 2AN0 1/y 1 NOTES ON SHEETS t&2 FOR APPUCABILITY SL SECT B . E-E 62 6 SL SECT.F-F `�._.% .•. -.r-_ . HOF%IZ,(DOOR W/SIDE LITE) ` %•• : : H.QRV?-(gNGLE SIDE LITE) q LYMI MILLER PE • •• • • • • • • P.E.408706 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • i s ON 101 7 9 FSJID. x. a rw 3 7MW .18T X.=FOP �fCMM a E PLA SONESTRUCTURAL M HOTtELT BUeilr y2MM7 HWY.= - 8. A e SILICONE3H8"NOM. Cestui a JAMB POLYIISO13UTYLEN 1141 NOM. FOAM NFE� WITH i0 WITH DESICCANT DESICCANT 1t 817 0 : 11 BT7 .• - T4A.0T Y 11 Y N 71 13 N (HAIML EXT.(il.t.39 EXT.GLASS tl� 6 t 1A 4t7001A AQHTAL9 A .086 MOUSE UK— WT. DLGeQ) ti t 5 S 095(KH MQIDa01 f U 5 7t0m AL SPACER.54D E 1 �.• f'� d d L r a •- 101 uvsTP.,n4aN.590 uaT.Gtoss INT.GLASS uL. 88am axe tuoazz777oxa , TI-6— 5 7S SBX1. $QA l�Ll ur m.9 T k.,s 1bVER KOCIISPACE et SIPPER tt 4SG TPS SPACEfVXTT°' -' Ails 71iflCLtPFA ax.Te9Px�t eras "' Lu .167 X IWD � a Bt1$ U. � rL 9a 710d8FP 9 eX. PK 8bt8 ft ALUMRAXI od 0 REINFORCEMENT POLYISO- DEs=ANTFLLARFA m co onwm1 1 D RUTYLENE, 98 8B0 7 A 1 NUT —6M8'NaE U? 9T G74A 9J16'NOK SEAL r88.ICANE SEAL 9a X. FL. EUTYL& ROLL-FORMEWKET _ R PANELSTAee DESICCANT— STAINLESS STEEL m FOAM 41 WF FApApwL ExT.GLASS f r 15w5XB#15BOB EXT.GLASS f r g Jty, G7 4911242 0 44 E984 P 6A1.5 LL 69x1 P AS 2 i' gA? Taus"m �.1 RBBY 47 1 I / �' INT.GLASS W.GLASS It. a � .� 599 X.7 K F7..8A48 AY Pr.Laox AsDURASEAL® XL EDGE"" e 7o Rue9erta SPACER SPACER sen 4 rz aL a ar:r� Ile PLATE I FA M10 x MPH PL Sms 64 eTHME 11 a Jt FA X.7�PM FL W g Parte Q•>v`1ip8017 61 min ' e Kommeft 4SG'TPS SpOW SySlarn d. 12 s1 s Sea tt� 6�a 63 17 7a QA ou*8 s 81 QU841ex Super Space nXr with Flat Melt Butyl Sheet for 15 wal A 82 Quat7ex DummW Spacer Matetieb -A WAR97 IRTALaclem 3js7x+ r X70 vi x x • •• • i i �•� •• 7S •• ••• •• • • • •• 92 w iN 318 I f19' 318' • ••• • • • • •• .. TAr LAM] He • • ••• • • • • • 0a SLA to,.w PYB.afw m 1=11 411 ACETAL WAGFK,2N 4tJOLISE 90ECMN Mao Is 17-19,28,20,W.W.6816%74+79,8491 8:0-1 a 11 A&NST tJe:uyJG ARE Al 1`4�T Or THIS APPROVAL. A.LYNN)XL LM P.E =IF9i OE"ea, L•Qa( 000 • • • 000 • 1 P.E.4 Sam 0:0 •• • • • • 0:0 •• • • • •• •• • • • •• •• ••• • • • ••• • • 1.750 � �p�r m•ro. 1.760 1,756 I� 1,g bed. +-t.750 f �t.a80+� 060- FA noa9 �- i � I L � .256-r1 fes- •>EdsY 4.7nWEA77 STFUP CHANNE 4,626 4.728 d-1 682 3.000 .060 8063-T5 r }LL 4.000 .062 4.100 .062 E 4.160 .082 4.675 0.375 C) 4F 4.87.5 p < I I 4.100 to i A.to r ` ui $ /20 DOOR FRAME, 2' ,126 JAMB � r 6063-TB DOOR PANEL / DOOR PANEL DOOR PANEL r DOOR PANEL �, TDP 8 BOTTOM RAIL \ j SIDE RAIL INTERIOR ASTRAGAL J EXTERIOR ASTRAGAL fq� HINGE tL ��••• 6063-TS T$ \`j 6Dm-T5 8083 Tb �� 6083-T6 06 O -1.578-4 tppr ?-- --.525 .890 I+ CD f-+-3.1t1--►i p5p 1 Z .750 .883 '� .683 � uS 7,400 550 - 060 ", 060 Z LL .050- 1TRUSS CLAMP 31W GLAZING BEAD 172 7/16"GLAZING BEAD 3.000 N LL a FILLER HEAD ADAPTER 6053.75 7 6083.78 6083-TS I j� 8083-T6 - 1.082 3600 - l 4 I tb3GLAZING BEAD SLJAMS I.a79 626063-T6 liexa� a 1.272 1.479rrl 1407 6.489 .0766.212gi f FRAME HEAD 8.085 /^' OUTSWING TFIRESHOLD 1 6063-T6 .6754 c COVER 050 2. TO &80 I+ 2.750 . . ... A 079 - 7A89 6O . . . . . • � 1.000 ` . . -L T _- - 3,0 � r� 3.000 • •.�R•R• • • s- ��LL•J�4 .� � .126- QUTSWING THRESHOLS? SL READER al Siii :•• : : •4 �0l�TEBR 1� TUBE MULL 60$3-T8 0 88D83 T8 •6663-� • • : : : • � 9.OB'•►T6 ! 6063 T5 A,�'�eb I' ••• • • • ••• • ••• • • • • ••• • • Sam • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EAD AD INE-„©__ DltN —ZO "T t_ZONErrMZEAD ONEr�1 �znN � l—zo�_ ZONE'E•l x e MINIMUM t�ppltlRr bA 7prPtoe10� JAMB ANCHOR " LOCATION. xLtj Xx ujp w XO OR OX - ADDITIONALJAf� N EL N rk 19, ANCHOR LOCATION. m U r ito � j m EQUA11 Y SPACED AS ^, REQUIRED PER TABLES Q er d 3-7 ON SHEET 9. v C6 10 FSILLISILL1 SILL_. ~ZONE"C• ZONNE'D"- ZONE"'D•~ ZONE'E"-- �`ZONE M, 1 ZONE'r-1 z V) LL SEE TABLE 3.;,SHT.9 SEE TABLE 4..SHT.9 SEE TABLE S.,SHT.9 SEE TABLE 8.,SHT.8 IC HEAD HEAD HEAD HEAD EXAMPLE Q r• -t-ZpHEAD ry �`AD HEAD r zoNE`D'�zAD oND'F�z � `'°ENEZONE"F' ZONE"P 1 ANCHORAGE S©LUTI©N FOR A CONCRETE I / OXXO INSTALLATION z I A.19•x 83 314•SIM LITES"B'AND O L+_ � / "E"ZONE ANCHORS FROM w TABLE 7,SHEET P. 8 U a Oxo o XXO OR OXX Oxxo z No PLUS; m m to B.71314"x 03 314"XXDTAB ZONE 'F'ANCHORS FROM TABLE 4, F SHEET 9,EACH"F"ZONE. *' �+ SEE ENCIRCLED VALUES,SHEET 9 Z _ 1 ; SOLUTION: old fL I I ` J ( I I f TOTALS(4)TYPE 1 OR 2 ANCHORS o= }ZSILL ONE-¢ }ZONE f-- —{— —t ZONE F �20NE� �Z �_ZONEI EACH JAMB ANDANCHORS AT HE? SILL SELL SILL SILL gam- TYPE 1 OR 2 ANCNOli3 AT HEAD ,ZONE"F" ZONED" ZONE'F' "E •• ••�• • •Z "�• • _�QQ •E" °E• • ri • • "EIiTA '7 SEi "E" AND AT SELL SEE TABLE 7.,SHT.9 SEE-TABLE 7.,SHT.9 • _ &LAMP OF E A 11 314'x 83 314"7SX•DOOM +=ANCHOR LOCATION FOR NdETH 18'n93 ifd"61OF Ar ION AT RIGHT) EXAMPLE ABOVE of Sao NOTES: 1.APPROVED AEVCHOR TYPES ARE: 1.114"ELOO TAPCONS 2.114"ELCO S84 CRETE-FLEX MASONRY ANCHORS 3.X12 SCREWS AMITIES ARE BASED ON SPACING AS FOLLOMG(4'MIN.O.C.FOR CONCRETE,B•M .O .FOR CMU}:SEE EXAMPLE aXXO ANCHOR LAYOUT ABOVE. 2.RNCHOR c211 i' .C••• • • i• p 13 114"MAX.FROM CORNERS AND 23115'MAX.O.C. HEAD&SILL OF DOORS:S•MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS ANA)V14MAX.O.C.•• HEAD&SIEL.OF SIDE I.ITES:EE"MAX.FROM CORNERS AND 24 314•MAX.O.G. • • • • • • • • •• • • " T S sH • • • a'a��a�a.e 3.TO DETERMINE ANCHOR QUANTETIES FIND THE COIiF{t3URATION ABOVE THEN REFER TO'C;4G 4PPR�!QREATE AFjLE �1 m EE��y • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3.X DOORS TABLE 4.XX DOORS TABLE S.Q SIDE LITE TABLE S.XO&QX, TABLE T.OX XXO,QM APPROVEO 6KHOR TYPES: {ALSO?C DOQR OF X &OX B OXXO 1.114"ELCOTAPC. N$ �0°aP4 1"hkasNoAat. OLA88 TYPES A.R--D.E GLASS TYPES A.9.C,D.E GLASS TYPES A,B.G D,E GLASS TYPES A,8,C.D,E GLA93 TYPES A,e,C,O,E � ! ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR FYPE ANgiDR TYPE 2.I W ELCO S34 CRETE-FLEXSUBS 8 ANCHOR TATE 2a WOOD 9,2.00NC 6 BtJ9STRAT1i 2.3.M3DCY4 1,2,COW &SUBSTRATE 2.3,WOOD 1.2.�iOtJC 6 SUBS7RA.TE 2,3,WOOD f,"a Cx7NC 3 SUgg•1pA 2,8,WOW 1.2.ODNG MASONRY ANCHORS ODOR WIDTti6 LOAD ZONES �. LOAD ZOt�E9 yam LOAD ZONES DOOR W9219 LOAD ZONES MDR WIDTHS w "O'•10.7 `�-25, X-25. 3.N f2 SCREWS tC ) TO 37.5 TO 71.7 TO 36.75 TO ST." TO 37•� F` 4.ENCIROLEDANCHOR {{ • * •a W {++ �' :" OUANTITSES IN TABLES 4 1 _,: m m ` _ �, m z,: P:d AND 7ERTAIN Atm ITaE g U <i F q g SOLUTION ON SHEET 8 y r WOTH x Hr. x k xe K V.x HT. '�'�� WIDTH x HT. o WmnTH x HT. a e LrTE LITE 1 o ix, 0 o x x vViD711 x Hr. o O � 25.50 x 7%78 5 7 2 7 x 2 3 47.75 x 79.7 4 3 8 a 2 3 90.75 x 79'.76 4 1 4 1 10.75 x79.7 4 2 4 2 10.75 x 79.7 4 2 4 2 83.75 5 2 7 4 2 3 83.78 5 4 7 4 2 3 33 4 1 4 1 83. 4 2 4 2 83,7 4 2 4 2 Lu 87.78 5 2 7. 4 2 3 87.75 5 4 7 4 2 3 87. 4 1 4 1 87. 4 2 d 2 87.7 4 2 4 2 2 91.78 5 2 7 4 2 3 91.76 S. 4 7 4.. 2 3 V1.75d 1 4 1 91. 4 2 4 2 61.7 4 2 4 2 © LTJ 95,7 8 2 7 4 2 3 96.78-ST-4 7 4 2 3 95.75 4 1 4 1 96. 4 2 4 2 95.75 4 2 4 2 hl E3 Q 27.60 x79 7 5 2 7 4 2 3 81.76x79. S i 7 4 2 3 1275 x 79.75 4 2 4 2 12 78 x79. 4 2 4 2 1275 x 79.75 4 2 4 2 fSS� 06 83 7 12 7 4 2 3 83.7 5 4 7 4 2 3 83.75 4 2 a 2 83. 4 2 4 2 '� 83.78 4 2 4 2 O 87.7 6 2 7 4 2 3 87.7 5 4 7 4 2 3 67.7 4 2 4 2 07. 4 2 m 4 2 87.78 4 2 4 2 < Q 91.7 0 2 7 4 2 5 91.7 6 4 7 4 2 3 91. 4 2 4 2 91.7 4 2 f 4 21 9fJ5 85.7 8 2 7 4121 b 96.75 8 4 7 4 3 5 95.76 4 2 4 2 95.7 4 2 4 2 98.78 4 2 4 2 Z 29.50 x 79.7 6 2 8 4121 3 66.75 x 79.7 5 4 7 4 2 3 19.0D x79. 4 2 4 2 19.00 x79.7 4 S 4 2 x 19.OD x 74.78 4 S 83.75 b 2 8 4121 3 83.7 5 4 7 4 2 1 3 83 a 2 4 2 83.7 4 9 �{ 4 7 2 83.7 4 3 4 2 k Z 87.78 6 2 5 4 2 6 87.75 8 4 7 4 2 3 87. 4 2 4 2 07. 4 3 �! 4 3 2 87.7 4 3 4 2 4 2 91.7 4 3 4 2 91.76 6 2 8 4 2 6 91.78 8 4 7 d 3 5 91. 4 2 4 2 91. 4 3 x i 95.73 6 2 8 4 2 5 95.76 6 4 B d 3 5 95 4 2 4 2 9B. 4 3 4 2 98.75 4 3 •� 4 2 $ U LL 31.60 x79.78 5 2 8 4121 3 54.75 x 79.75 5 5 8 4 2 3 21.75 x79.75 4 2 4 2 21.78 x 79. 4 3 4 2 21.75 x 79.78 4 3 4 2 Z BS 75 B 2 8 4 2 5 83.76 6 6 8 4 2 3 83.78 4 2 4 2 83.7 4 3 4 2 83.78 4 3 Q 4 2 Q 87.75 8 2 8 14121 8 87.7 6 5 8 4 3 5 07. 4 2 4 2 87.7 4 3 4 2 87.78 4 3 91.78 8 2 8 4 2 5 91.7 8 5 8 4 3 5 91, 5 2 4 2 91.7 5 3 D 4 2 91.7 8 3 D 4 2 ova 7 2 10 4 2 5 95 7 8 5 8 4 3 5 95.7 6 2 4 2 95.7 6 3 4 2 98, 5 3 °� 4 2 33.50 x 79.7 6 3 8 4 3 3 03.78 x79.7 S fi 9 4 2 3 27.75 x 79.7 6 2 4 2 27.75 x 79.7 5 3 40 4 2 27.75 x 79,7 b 3 a 2 a78 4,%d 83.75 6 8 9 4 3 6 83.7 8 8 8 4 3 8 83.7 6 2 4 2 83. 6 3 G 4 2 83.78 8 3 F. 4 2 H 87.78 8 3 8 4 3 6 OT. H 5 8 4 3 5 87.75 5 2 4 2 87. 8 3 4 2 4( 87.76 8 3 4 2 d c 91.75 7 3 '10 4 3 5 91. 6 S 8 4 3 5 91. 6 2 4 2 81.7 6 3 m 4 3 91.7 8 3 a 3 a 95.75 7 3 10 4 3 5 45 7 7 0 10 4 3 8 88.7 6 2 4 2 96.7 8 3 I 4 3 95.7 8 3 4 3 0� 8550 x 79.75 0131 6 4 3 5 87.75 x 79. 6 5 8 4 3 5 30.13 x79.75 6 3 4 3 35.13 x79. 6 4 t 4 3 � 36.13 x 79.7 8 4 4 3 83.18 6 3 8 4 9 5 831. H 5 8 4 3 5 Ki 6 3 4 ••• Bi3-7 8 4 4 3 93.7 6 4 4 3 87.75 6 3 8 4 9 5 87.7 0 5 8 4 3 6 07.75 7 3 4 3 • BPJ 7 4 i1 87.75 7 6 4 3 91.75 7 3 10 4 3 6 91. 7 6 10 4 3 8 91.75 7 3 4 a •i } 1 as 91.75 7 8 4 3 95.757 3 101-47 S 95. T 8 10 4 3 5 96.76 7 3 4 • A5. 7 4 48 98.7 7 5 4 3 37 60 x 79.7 6 8 8 4 3 6 71.7b z 76 H 8 8 4; 3 35.75 x79. 6 3 a 3 30J5 x 79.7 e a 4 3 t 38.75 x 79.7 8 4 4 3 lar jj 83.7 6 3 8 4 3 5 83. H 6 In 9 4 3 6 83.76 8 3 4 3 83.T 8 d 4 3 83.7 6 4 4 3 (/Z•N �87.7 7 3 10 d 3 5 87.7 8 5 8 4 3 6 87. 7 3 4 9 �.7 7 6 4 S 87.73 7 5 91,7 T 3 10 a 3 b 91.7 7 8 10 4 3 6 91. 7 3 4 3 51.7 7 4 • 91.76 7 6 4 3 95.7 7 3 10 4 3 5 Ob 7 8 10 4 3 6 95. 7 3 3 •/ 7 •� 4 • 98.78 7 5 4 3 A LYNN UILM P.E. • •• • • • • • • P.E•68r06 ••• • • • ••• • ••• • • • • ••• • • - • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD 1314* 1 7X WOOD 3*4 KSI MIN.CONIC. 314, -1 13)4'MIN.E.D-� �—MIN E.D. MINED. BUCK NOTE 2 f: BUCK NOTE 2 34 KSI MIN.C IXWOOD SUCI(,NOTE 2 13/8"TYPE 1 TYPE 1 1314'TYPE 2 + ir lx D I V4TYPE 2 131a'MK a'!-4=ur2v BUCK N -;o ONC WOOD OTE 2 -11W MAX 11,C MAX -19'MAX SHIM SHIM EXT. SHIM SHIM WOOD — CONC, C CONC. EXT• WOOD EXT. ANCHOR ANCHM C4 LL AN0110R. ANCHOR 140TE I TYPE 2 OR 3, OT NOTE I TYPE 2 OR 3. NOTE I IW pQ0R HEAD(WOOD) DOOR HEAD(CONC) I 13V TYPE TYPE I I(CONC)OR2(CMU) NOTE 1 SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 0 <CL '- 13/8° VJA.MAX 1 314 TYPE 2(CONC) 1114"TYPE I OR 2(CMU) pr a 4, MIN. 1 3w TYPE I(CONC) 1/4'MAX.SHIM SHIM -T 114'MAK SHIM -1318"MIN. 1314°TYPE 2(CONC) Y4"MIN.E.D. 314 CONC. MIN.ED. wow ON CONI SV cl STAGG5UP 1.6 KSI MIN.CMU OR ANCHOR ANCHOR. ANCHOR NOTE 1 WOOD CIENTERS,- Z ON 3.4 KSI MIN.CONC. TYPE STAGGERED ANCHOR. 1 WV MIN,E.D. 20R3, CENTE11A 1 VfMIN.E.D. 20R31 NOTE I NOTE I WOOD IXWOOD BUCK ZXWOOD 0(1- NOTE 1 z 2XWOOD EXT. 1.5 KS M ,CMU OR SUCK NOTE 2 IxwOoD8UCKN0TE2- BUCK NOTE 2 -NOTE 2 3A KS!MINN,CONC. w SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) z Lu DOOR JAMB(WOOD) DOOR JAMB(CONC) WOOD ANCHOR TYPE 2 CQNC.AN*IOR. It OR 3,NOTE I LL WOOD ANCHOR,TYPE 2 OR 3 NOTE I CONC.ANCHOR,NOTE I 1X WOODEXT x NOTE 3 z SUCK NOTE 2 Q EXT. 1/4"MAX. LL EXT -1/4'MAX Ile MAX. 114"MAX < SHIM SHIM SHIM 1 3/r TYPE I 318'MIN. 1314*TYPE 2 1 1V MIN. -1 3W TYPE I 3.4KSI MIN. • 314-TYPE 2 CONC. 3.4 KSI MRN.CONC. ---7 mid" 2X WOOD BUCK NOTE 2 AIN.E.D. iw DOOR SILL(WOOD) DOOR_SILL(CONC) SIDE LITE SILL(WOOD) MlN.E.D. SIDE LITE SILL(CONC) NOTES: 1,FOR CONCRETE INSTALLA11ONS IN MIAMI-DARE COUNTY,USE ONLY MVMI-DADE CouNiVAIPPOSO:LCZ I ft WODER I YrIN MIN,(TYPE 1)OR 1/4'S94 !; ISE CRETE-FLEX EMBEDDED 314'MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER Of ANCHORCO r"CRE 314'. FOR WOODSTALLATONS U 912 SCREWS,W(TYPE 3)OR ELCO 114-SS4 CRETE-FLEX ANCHORS EMBEDDED I 318" TO SOLID CONCRETE OR CMU-WOOD BUCKSMIN- t 0 0 0 a 2.WOOD SUCKS DEPICTED AS ix ARE LESS THAN I 112'THICK Ix WOOD BUCKS ARE OPT951AYLPEWST&JI&TA1013� J� RCC DEPICTED AS 2x ARE 1117 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED OTHERS ORAS APPROVED BY THE AUTHORITY HAYNG JURISDICTION(AH4 3.1F SILL is TIGHTTO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NO"HRINK,NON-METALLIC GROUT(3400 PSI MIN.).(DOW BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SELL THAT IS NOT TIGHT TO THE sLtSjf*?e,ANr?TRANSFWR SHEARCOAD TO SUBSTRATE. IFSUBSTRATE 13 'kSTaTE,OR 19 4PF"D By,"ATmpRrry HAvNG juRawTiolt WOOD.304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SU 0• :• 0 0 0 AA-YMUP-F- UER�- l�lf�lA 110. 1 b-OZ Ig.�3 MIAM�►DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RF.R) 11805 SW 26 Street,Room 209 HOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NCIA) wvnw.miamidade eovhcon�mv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE.- This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NO1si,shall not be valid after the expiration date stated below.The Miami-Dude County Product Control Section(In Miami Dade County)and/or the AHJ(in areas ether 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 Alu may immediately revolve,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it Is determined by Miami Dade County Prodgeb Control Section that this product or material fails to meet the requirements of the applicable luildibg code.•••• ••••;• This product is approved as described herein, and has been dcsigncd to comply wig the Floridd 1'=d4ding •• Cade,including the High Velocity Hurricane Zone.- see:** •• • got***••••• 000060 0 DESCRIPTION:Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.UI,• •...• ;•••• APPROVAL DOCUMENT: Drawing No, 6300JR, titled"Impact—Resistant AIu fthlt i Tube Mall.;ons", •• •• sheets 1 through.' 25 of 25, prepared by manufacturer, dated O81291f%*•frith ret1 t+t B ••••• dated 10110114, signed and sealed by Anthony Lynn Miller,P.E., bearing the Mian%made CvunVl'roduct Control Revision stamp with the Notice of Acccptancc number and expiration Ja I-Ai the M!Aiz Dade •. 0 . 000000 0000.. County Product Control Section. 0 0 • LABELING: Each unit shall bear a permanent label with the manufacturer's ria�t3e 4 logon coin,•state,:••••: rnodellseries, and following statement: "Miami Dade County Product Control Approved", unless otle"se noted herein.. RENEWAL of flus NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively afrecting the performance of this product. TERMWATION of this MOA 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 f a ony 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 terminatio and removal of NOA. ADVER.MFAIENT: 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 and renews NOA#14-1105;01 and consists ofthis page I and evidence pages E-1 and E-2,as welt as approval documant mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16.02'18,03 vl�tAM D lY Expiration Date: May 26,1021 _ —14/111 Approval Date:April 14 2016 Page 1 PCT Industries.Iue. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED A. DIRAWINC�S 9. Manufacturer's die drawings and sections. (Submitted under NOA No.10-081'9.05) 2. Drawing No. 6300JR,titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10110/14, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1).Air Infiltration Test,per FBC,TAS 202.94 2)Uniform Static Air Pressure Test,Loading per FBG,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic'Wind.Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,and TAS 202-94"9 0. along with marked-up drawings and installation diagram jop�Chpped sal uminum :' mullions, prepared by Fenestration Testing Lab, Inc., Test.Ujwst No`ATLt-6443 ..,;, (samples A 1 thru E-1), dated 02/28/11, and addendum letteg dow 05/05111, signed 0000.. and sealed by Marlin D.Brinson,P.R. .ease ••••, • 0000 0000 0000. (Subm#ted under NOA No. 10-0819.05) . 0000.. 0000 09900 8 0 9 00 99 0000 0000.. C. CALCULATIONS 809909 . .• 1. Anchor verification calculations and structural analysis, coraplyung with FBC 201.(1...:. and. with FBC 51 Edition (2014), prepared by manufactured da�e4 01/2I3�11� a. and and sealed by Anthony Lynn Miller,F.E. '' 0 *so. ; • 00 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. r ManV, 6�- ez,P.E. Product Coaaminer NClA N1.2.18.03 Expiration Bate: May 26,2021 Approval]Date:April 14 201+6 E-1 r PGT l ndustries,Inc. !NOTICE OF ACCEPTAP�TCE: E)IiIENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBCa5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed.by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.41, issued to PGT Industries, Inc. for their Series "PGT" Clipped lL'xtruded Aluminum Tube Mulliun LALL, approved on 02/12/15 and expiring on 05/26/16. 0000 . :0:: *goov ..000 0000 0000.. .. . 0 000000 0000 . 0000 0000 :0000: 0000 0000 00000 0000.. 0000 00000 0 0 00 00 0000 000000 :00:0: 0 00 0 0 . . 0 000000 0000.. . . 0000.. 00 . 000 0 �Product Coiner 1�flA1803 Expiration late. May 26,2021 Approval Date;April 14 2016 JE -2 7 r SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES HE NON-IMPACT OR LARGE AND SMALL. 1)DEFARB BHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADOLTION TO ANYANCHORS REQUIRED ULD BE MISSILE NPACT•RESISTANT PRODUCTS P84M RATION PRODUCT INSTALLATION.TYPICALAPKICAMON3 ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD 0 BE �1� EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, 9ENERAL NOTEe _ -_,- 1 E} MUST SEANCHORED PROPERLY TOTRANSFER LOADS AND AMTOBEDESIONEDBYOTHERS, �T�%TI�--"•"""'"^."'ELEVA7I Lkl� K1N0____.-w---•--�-. c. �9 KwLL TD 2X �.�..,.-,.•.,•.....2 2)TtjETYPEAND NUMBER OFANCHORS ISORITCALTOTHESTRUCTURALPERFORMANCEOFTHE MULLED UNITS-MUUlONS �Tolx M"ONRY•_„__,2 ..Y MULTIPLE {{-- OPEfOlXi a10TH I'QRYERTICAL efwt—.. AAtM TO BE 0B0DE HAVE BEEN TESTED AS`FREE-FLOATING'ANO DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLM BUT SHALL IDISTALLATION NOTES._...._., 2 d MULLIONS i 9EEA �pK� NOT HAVE A GAP OF MORE THAN'V4'FROM THE CLIP. KILWILL TO IWEEI,ST.'""""""'"-,3 N KILL To STEEL BTIId___...3 m 0R To t.a S)THE ANCHORAGE METHOOS SHOWN NAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO TH£REf]1RI tHO M,UL.L 70 Tsa t....._....r.___._s 2 r DESIGN PRESSURE.MUWONSARE CALCULATED TODEFLECT NOMORE 7HANL11B0.THE 1/3STRESSINCREASE WAS NOT USED ALT IN1H13ANCHiOREVAUTATION•THEN.BLOADDURATIONFACTORWASUSEDFORTHEEVALUATIONOFWOODSCREWS. 9AYMW�AL"K*,.__.,4 �I{ 1 X2X.1211 MULLSPCCS—_-.E Li{ 4)PROPER SMR40 OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1X2x.araMULL8PEC8--.6 US3 �A� IIf-11H11� J`/{ �L tNSTRUCTKNi3. ixusx.sasMuLLSPE00 _7 it 1X2.MX.86llUlL8PECS---B � O 11 1 X 3,1261(.=MULL SPEGB__....8 {- 9DETAILS /f, 5)USE THE COMBINED WIDTH OR FI61GH7 OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DI TERIAHV£PRESSURES AND 1 X;X_t25 MULL BPEcs.._...--•10 F BSATHRU a (� I!k _ / 3EEMUILs ANCHORAGE FOR THE COMMON MULLION,BE E EXAMPLES ON THL4 SHEET AND StiEETZ4.FOR MU-T1PLE UNITS,CSkIBJDER 1 X 4 X.378 rt 0E MutL BPr:6s_.tf `t '•BTA '.:"_ I AT+III<Le' ONLYTWOAWCSNTUNITSATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHOR4CiETABLF�.THEIOW£BT06SION ix4X.2nquLLL$PBCs_St eHEETsaa PRLMMOFMULTPLEMULLIONBORF£NESTRATIONPRODUCTS SHALLAPPLY, '.25x3.IBaX.285MULIsPMs_12 1/1 I ILSLOHr 1.20X3MX.f00MULL0PEL3__13 2 MR S)WI#N FINDING YOUR SIZE iN THE MULLION TABLES,ALWAYS ROLAID l�TO THE NLXT SIZE SHOWN ON T1I£TAS E(3} IasXt S.04X.824 s�41 LSPEtM__•1is 1211 LEN HORLTCN7Al 2X4 X.20MULL8PMM-,-...-..•1E T)ANCHORI'M9EDMENTTOOMEMATERIAL3WiLLSEBEYONOWALLDRESSINGORSTUCCO•WOODHumBYOTFiERS.Mt1ST 2X4X.28MULL SPEC8......_.._.17 e3AO.e, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL HE COATED OR CORROSION RESISTANT 128X 211 X.125 MULL SPECS.,..10 1.., � RHEET ASAPPRCpRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED To PREVENT 30°X3.25 BAY MILL SPECS._._10 �/ �/ REACTIONS. 46'XON BAYMULL tNSKIN—28 Z MUu,pN;CLIP DWEN9tON3.«.•E1-23 G I PL?ryPSTnATuxN 8)PZTRENCE:TEST REPORTS:FTL•5443;ELCO ULTRACONIAGGRE-GATOR NOA'S 1:'%PDM E t 8 2...M---..,___.a4 N PROOUCFB NAYOADe.RD E7fAMPL88.._.___..._.25 eE aFANY1YPe. 9)wWONS AND CLIPS HAVE BEEN DESIGNED$TESTED TO OOMPLY WITH 7HEfTEO.UIREMENT80F THUSED FLORIDA0A BUILDING *+D� In NUBT B5 CODE.ANDAREAPPR0VE0 FOR IMPACT AND NON•MPACTAPPLICAMONS,MULLIONS ARE ONLY TO BE-USEDWITH P= "CRD PGi APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. .'O�_ I / 10)MUL IONS ARE.IN COMPLIANCE FORUSE IN THE WHIZ 1S)QUANTITY OF UNITS WTTHIN AMULTIPLE KLLED ASSEMBLY IS UNLUTf£D PRQVIDFDTHATTHE SPAN AND OPENING 14--• Sf�eTex 9 WIDTHHEIOHT OF EACH INDIVIDUAL.MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA LENGTH KORMUFAL MULL LBHMTN INSTRUCTiONB: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: i)DETERMINE THE DESIGN PRESSURE;REN,TUIREW-Iff 6ASlF'T_'_1 FOR THE OPENING USING THE ASCE•7STANDARD, I••—HIXtIL MULLLEN6'RI•--y 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH- -It WILL 1' � �WaRTR�� 3)REFER TO SHEET 2570 DETERMINE IF THE WIND LOADING IS'RECTANGULAW OR'TRL4NGULAAtTRAPEZ01DA1.'• irtLotwGTl:svtstlD f r a Ne 4)FIND THE CHOSEN tw00JLLtON 6 MSL I L NQ Ma(1�-$tFM FROM TABLES fA Tl LIQUOR 16A ON SFOE7S 5 THROUGH 2B RESPECTNt3 Y,USBiG SLertdec µ{ H SWIDTHOR BdfdtuBCoder Gils g LSNIGTN +� /� dFM y kLitt $M'I CAPACITY�L=09 OBTAINED 94ALL MEET OR EXCM THE DE9IGPI PRESSURE REDUIREMENf R.asrFT+�FOR THE OPENING OBTAINm 2N Aaasttlmn'e� I�� r L f ! �TN H �__.. 5)FROM THE SAME TAME USED IN STEP 4)ABOVE,FWD THE VALUE IN THEN EXT COLUMN ANGHAROAT'ACITY REQUIRES LLL M THIS VALOR T`�, fhodo0t REPRESENTS Tlirc WINtXDAD TRANSFERRED TO THE SUt#STPATE By THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION OPPACtTY. SWGLEMUELION SINGLE MU ^PCRveRTtcutAlLL B}FR{lM7HE4NCtiDRfcAP00 goo 0 iCiTYtS88}TE91�01�RkESAb1ESHEE7ANDUSINGYWRACTUALSUBSTRATECONOCfI?N{MtkTIPLE .��( LYNN/Nj�R��i�� OAeoNs wnm ANCt•4L•jgit-K •E/AWHOR:LINWA•TJ'ET••I M4Y APPL1�SELECT AN ANCHOR CLiP PATTERN AND VERIFY THATTHE REQUHtED ANCHOR a�\�:'��GyNSfi•/��Q FM VERTICAL LAULL GAPAC ,f71'S M R' ••.�c • • • • • • • • MUITIPIEMULLIONS 7)IFT�efitLiLL L%gAI�rf� TCtTI�NEOHMTHETABLEiswGHIFRTHANTHEDESI P RE L FCFtTttE = N0.58705 L FROMFlOUREtA13C/L OPENMKi.YOUMAYWETFIE ANCHORCAP/LC{TYADJUSTTAENTFDRMULR'7006T THE LOWER ANCHORCAPACFTYREQUIRED.W1I'lIllS VALUE ALOWER ANCHORCAPACPTY OPTION MAYBE SELECTED FORTHE SAME SLRSTRATE �•{a ,�TAHDARDS USED: B) FY�'I0D£SIGNIPRESSUR✓i RATING(LWT'<)F( THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLK)N :p(�'•. TE F :•j✓1 e2414 FLORIDA SUTiUW000DE(F90),61NfDITION TTY 01liAiNET3�ORNH£MtHLtID►15Y�'T(y1.TH£LOWEROFT14ETWO SHALL APPLY FORTHEenlREMULLED F"ESTRATION ''•.!r(ARIDH.•'�� oANSVAF&PAND9.ZW2 FOR WOOD CONSTRUCTION pR� SSEM�$$LY,000 • • • • • `•� S' �,��, sALUMINUM DESIGN MANUAL,ADM•2MO %HTOHLIG pP17GNUS j AtTILi•VALUMUSSD{.A SPECIFIC AP WHi:N USIN13 T}IS P10A TDAPPlYFORA PERMFT. A.IA44� •AUSI-S 100-07182-2010 000 • • . ••• • FL P.E�fg�i8705 • • • • • • • • • • • •• •• 000 • •• •• r I fill di DE AILA MULUGN Mt WON ATTTACHED TO PYX MUMx PPHASUSS'MTYP.ANIC1% MULLION TO 2X WOOD BUCKW( D BUOKAND MASONRY AND 9BE9E87ABLES1a•468 r!OR WOOD FRAMING (STANDARD CUP SHOWN) BY THER8 a (OFFSkTCLIP SHOWN) SEENWEI, I muLu01.1 I SHEET 7. /� b { I •,a t I { MFN 2,7 X61 .,.. •..• f r EDM / C 1 24^r1F'OR1441E .d la I 1 CONCRBTECR CMU' „�,6161'ANCR J/ 1 tawTow a •p � EQGB OIaTANCB m�B Tae{.E5 a <� OFFS SILL a ESE °� es 1 e WR.H1:amiRY Iy.7 •� 4 AlP 41AY66 11 FCR{MOpO 'f t 1 ANS OLs7Au EDEN n a f R WE a an• t I SIDE VIEW 7� Z THIS f¢EYR6H. e ` 1 �.2Ea`kFAX FOIL d^ F ALL IAAIJONa o' n a e1THERTNE U ' a• ,/1 T a r p dp CUP W1Y BE. �2 kli EXTER—{OR 7rasL�iEv1oD: a 888 Z a g - EWE 0 4 4 e• s DWANGE a •'a, z ¢ Q •a' S FOR 4M1 Q o MASONRY e SNB P6ETCUP i3 ANCHORS UJ EXTERIORa°— �° WEiPDOYP lwwY q D: 4^ 2 2 N. 07HNR FRATvrdL �tl (J z l( 00 TYP.ANCHOR TYP.ANCHOR -PHISU93YRATB+ rM.AWM /—PERSURWPATE SEE TASUMli.1aB P6RMWTRATE, SEE TARM IS•108 ��BE$TABEEa1B•1t /� gwrAm BUC RS` "TANCE AND -aE8TA8LE8 - ATTACHMENT BY OTHERS. EAtBEDMENT BUGlC7RIP 18.166 6OMEM' •�: aEE NOTE t. SN9E1'1. ATTAp1MSNT '.e 1•• ' •i^.:' SHEBT 1. •. ._ AI.12.71�1 CONCRETE OR CMU FRONTViEW yy«Yi�Fft SIDE VIEW '24 A FROtdTVIEW INSTALLATIONNO 1{11 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL VMSM OR STUCCO. •• ••• • • • • • •• N` !� 2)OUANTiTY OF ANCHORS AND MULLION SIZE gHOWN ABOVE ARE FOR PICTORIAL�Oh • • • • • • • • *`�\ ONLY.BECAUSE THE ANCHOR CAPACITY 15 BASED PARTLY ON 7H£ANCHOR TO ANCHOR DIST E THE • •• • • • • • g iT CORRECT QVANTTTT AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO TI E.TABLES %THE•• • • • • ••• •• -�? Na.58705 T-OLL(MING SHEETS^FOR DETAILS AD,EITHER THE STANDARD OR INYEMRCUP MAYBE U86ID• 000 •• • • • •• 3)ANCHOR HEAD TYPE MAY DE PANHEAD,HEXHFAD OR FLATHEAD- 1�'. � � l b t•LU d)WOOD SUCKS ARE OPTIONAL,SEE DETAIL Cn SHEET 3. • 006 • • • ��•• STT. 't1[ ,'b • 5)FOR MASONRY APPLICATIONS IN MIAMt-DADE COUNTY.USE ONLYMWNI•DAOEGOUNTYAFPIOVE?= ••• • • • • • '�/ `S( �(�l1 �i': E!CO ULTRACOM Of?ELCO Ih>•S.S.AGGREGATOR MASONRYANCHORS • • • • • ••• • • • •• • • P L1©A11LLE1t��.E• • •• • • • • • • FL F'.E+#66705 • •• ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • 000 ••• • • DETALLE: .126-NIX MULLAkTOMUWON QETA L INTERBECTtON NOTES. Iz � MULLION DIETEGI7.Y ATTACHER TO WLIP) 1)MAY BE INSTALLED IN"TEE'OR'CROSS" MASONRY STRUCTURE iNTISEOTONS. (STANDARD CLIP SHOWN) les �'t 2)MAY BE INSTALLED HORIZONTALLY d (SKOWN)OR VERTMALLY. tY 1 i IV.ANCHOR 3)SEE U.CUP DRAWINGS.SHEETS 21-23 3 }- F1rHHtRO I PERSURSTPA1R FOR CORREBPpNDING MULLION, W SEETAFM Il-138 TOP £W srANDANG � I �$N,I.IpN m.IF�tuv� � I; t i oaro��vE YARSta -•--t � � a wsrAu.eoBY � TH18M rMOP t \�+H�E ` 8EL*12 ORlLLJ 6�RE�ilii r� ^MULLIQNANO USE 8ME UJ d W SJ1 W vJ pa X V EXTMOR 4 + THEQFfBETtt&L4• `� Z V ET1OEOi4rANl'A ' PORMA90MCY. .,,- • C,y r d RECOMMIDI R!1•FltAUED� �,WiFRSI?CfION ANCHORS '- WRm4W9.BtRfiIAY UCLtP Y1+ �,,, yR ALSO CE usw I EXTERIOR Z "� r a; +YfHERffUA�E'FYF65. \� _° F .ANGHOR '`t 'G � Q �--�RBIID9iRAl& d Se26HEETS77.xi+i:•OR `� / 81 rABlS4 fs-18a tYP.vea t1w.E Lo EDGE SBCHow *09T 19130 FRONT VIEW L�aE AM usu 2 ATTACHMENT $8a7A8C98 VOTHIM. 18.18Eassiowell Q 5 Q • �' WeET I. FDG& " DISTANCE §LDg VIEW a m TALtes +AN ZI K81 CONCRETE ON CMU us7s:tKs7cGHSRETEAas OAU 1%tss DETAIL R: FRONT MEW SIDE VIEW MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) srRucluRE I1"ST1,VATION N ES: TYP.ANCH(;R � SURSTt)ANCHOR,EMBEvuENT TO BABE MATERIAL$HHALLL BE BEYOND WALL PRESSING OR STUCCO. � �� BEETA•LEB 18.188 �, 9ROtiUI'T REVtSL�D 2)QUANTITY OF ANCHORS AND MULLION SIZES HOWN ABOVE ARE FOR PICTORIAL REPRESENTATION '1D 1i43� ® cs eempwng with&M 1:1 ONLY.BECAUSE THE ANCkiOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THEHOLE' BUIId"F+g nide CORRECT QUANTttt AND LOCaT10N CAF ANCHORS MUST BE FOLLOWED.REFER 70THETABLEB ON THE `~'� LOCAMONB Asapl•uv I+7o " •�� FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR INTERIOR CLIP MAY SE USED. Y•°tw�1 �O ��\ Fti1LLl�1 3)ANCHOR MEAD TYPE MAY BE PANHEAO,HEMEAD OR FLATHEAD. Bul y 4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C,SHEET 3. Al~ • • •• LYNN". b)FOR hOASpNRYAPPUCATICNS IN MMI-DARE OOUNTY.USE ONLY MIAMI43ADE OOMTY j'F�OGED �i • • • • • • • • FOR 87 EEC 6TUG51778R�ER7NAN 0433 : �t'�''tGLNS '•. to&-LAMOCOHLWU YMH THS It GL84OIN0 w �?.,• is i ELCOULTPACONORELCOIWS.S.AGGREGATORMASONRYANCH •• •• ••RROi1T E • •• CwE.A2XWO6DOAIdsERP816TU9H0. c ' • • • • • i I AU7SE OO •• ••• •• KO•,+ /()� _ SIDE VIEW 1 NO C'. X1{7 : tu` CU.. • ••• • • • • 1)FOR 2%W000 ST � ];).SACKED STEM UDS,WOOD :�� 1. • • • • • • • • • ANCHOR VALUES MAY Be USED. r fisr .� — • • • • • • • • •• • • 2}$!=E CORRESPOND6JO IdfA-LION TABLES. A.�I`.Y(�}I(tj�4L�,�•E• • •• • • • • • • SHEETS 520,FOR MMM OP SCREW$- PL P.E#SS705 ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• t � DETAIL F: DETAIL G 1 i IQNIN3TALLATION � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP SAY MULLJONl_CLAP) � q (F'Cup) (ANGLE CLIP) aA aR L SEE a 2A"3. BAY A1ULL Toap 2ANODEOA N&TAUAT4DN (y TO SPFDIRC SIIBSTRATffi. 9 AiI7LLKxV Yn 'S' A O 2 1� O O O TOP VIEW Q Q OSIDE VIEW I ay U F- CG TO_P YtEW SNCNNWRHI'xrx.lw MULLION I Apaim '-r A•aes mTf. EXTERIOR 1 1 i i sEeTAatGslesoRiee 2 YYP.ANCNCN PER4U9BTRATZ, I 1 EXTERIQIi �ldOAiFIEO TO flffIflAAMM MILLION� 1 8B6 TA9LE61&1d9 sZl 1 1 �Z'Xe,WOLE a,Ia, Z �L O OGIDIIIONS' ! 1 1 1 1 I 2 PER tdU.tAOtt eND.ASJ$T BB Ct J t F I WSTAUPO IN9pE OF DAY KILL F- ..O 1 (� d kUlli0tl y 11 I I I rA04"CLW, �-" O 7PFRMU-LIMS41% (L, 'z N I 1 I mmoFtAULL TMANCHOR P9R$1f81RAT0. =TAs=1&119 @ROYIOCO. ORA4180NRY bRERiOA MTOVJD00,5TSEL, 1jIAN0ARO CLP TO BE EXTEIRIOR AULA cmu OR mkmNRY ARID@CDINdPfID. L'XfEAdCR p1SSN' •��~ -"�.. ARCOUCCkwmw � ns wmptying w1tA9so Florida �C swlahgco� �' l Aeoep{atwNa�n'®'Rr181� � NTowo�,sT�I. � ExplimlEoA Onto ALIMCMIONUMNRY ,�.SSy ti.J 6� DAMCE i psm �cA AN ROR t Dsrl'AelCE E • • f • • • f,..� NOTES FOR 6V6TALLATIONOPTIONd.$H' �! i FER A1Sf1OR • �f pi `R.$C,•y1GEN5fi••', 'Sy �r • _V• T)USE 2 ANflLE CLIPS pgR MtAL10N END.47.3'8 MUST BeWSERTEO INSIDE OF MULLION. NOTES FDR 31STAI CATION OPTIONS F; •• ••• •• f • • ••f 2)DETAIL f3:SEE TABLES 113-14B FOR ANCHOR QUANTIFIES AND SHEETS V-23 FOR HDL£ _-;:: Nn,GBT95 1)DETAIL IS NOT APFUCASLE FOR THE BAY OR 1.20•'X 2.11'X,125 MULLION- LOCATIONS. tY TE 2)SEETABLEE1B.13tIFORANCHORQUslt�7RIESANDSHEETS21-2s FOR HOLEELOCA7'IONS. 0)DETAIL1iS££TAB1.E51lORi89FORANCHCIRQWANTITIEBANDSHEET22FORHDLE �.�I••."` S jd • ••• • • • • LOCATtBNS 8)THE4X6CLIPISNOT SUITABLE FOR THIS APPLICATION. • • • • • • • • • r`i«J+`;••.FLOIZ♦A�-'•�C?`� • •• • • • • • • FL SBPDS ••• • w • • •of • • • • • • • • • • • • • • • • • • • • • •• •• • • • •f •f � T tl j� TABLE IA Ma Irtp Wlrlet(To* vv-ii_e*ANg6 rr6ikofa ar 1)H11�ht(torh9 p61ffar14 $ 4pb 103h 1207n 14810 1Wh R 8010 80M T06 �0 pAwflaiv120mg. rfoo ir4 ba 6 'e�N1w10• T64 t•etan8umr Db* Rmxnow JUVUaa➢. Rs9bnWttr Lo*"La►Q�q LednO t[n3n6 lasfp 1os4N i•adh0 LosLadn9 Leedlq los3n0 1xax.188 t44alre u4mne 49aft LMAV 4As�Ig letinn La.+w 9°i°ro Sun Tube f -mid ill Fil ,Vil 0, if it i 111111 F111 i i ffi, ,o # 42h to 408 'Q3.6 037 00.2 408 ki68 828 70.9 406 10IA 321 N.0 400 19fA 5'q 821 480 1044 an W.0 408 16LO 310 46.8 406 104A 19 � s 4019 J4.0 S12 1fA 23B 924 512 77.4 282 08.0 31Z 67.8 739 46.6 At2 362 049 41d S1Z 61.3 IIN 37.6 312 31A ?M 31.2 ii9 60.0 640 26.6 312 61A ?M 2S4 812 6SA 214 Ci I•,-=,, W.3 281 T0.8 734 633 ffiI 61.6 229 46A Zai 86.7 274 50.0 735 821 221 36.6 761 80.1 2M 31.0 201 40.3 214 26.6 23l 40.8 219 72.0 201 48.8 1% 240 201 48.5 113 to � 3410 � 2p OTA 207 fA0 34'7 40.0 902 3T�0 747 44A 103 32.6 747 41.8 106 962 10 16.4 101 26.8 947 36.4 102 21k 21J 361 1Q ri6 247 547 143 10.4 WT 56f 108 U. W10 08A Z47 OFA 179 026 209 3SA 166 2TA 208 163 wa 200 Z6A 700 31.3 200 VA 189 10.2 700 28.9 15r 111A 200 76A 168 B36 03.1 181 63.3 110 27A 161 303 162 2L? 161 2E2 140 1D'.7 181 Sr1.6 116 11.4 161 22A iM fst 161 24t 143 � 3818 2d6 166 30.6 142 24.0 f66 28.1 1� 20.6 166 al 136 166 16S 21.8 134 721n 222 1:4 1 265 1 120 i46 139 19A 116 15.4 130 17.6 118 r 7001I69 I W103 I 100 11&7 1 la Its 1 197 I Mb 17.4 110 10A 104Z ANCHOR CAPACITY AOJU>;TMENTFORMULA: N � T E1B A21ehmG T•b3 ANCHDRCAP.,,,,,,,,,,, ANCHORW.- m "� SA847xa• Ha2oe174u {DP,o,}X{ ; 8ubf ndR nttl 0°0 1Atid MU[LH?N CAP.,,,,,„,.a 1/488 Eku Wwfloo_;K-78 fao s"Sud 012•pel 31261601 S Andfol'tYPz< 3riY81eolA0sCd+ V4'4lDof7AnWn 61 81'IYRo4Aima9a iN'�aD18049cn tCstla. t*N- A saua p5)X4'43) 9niml_ USE CTryRE HIS FORMULA OSTA(N ONDIN TCIA A6chw COp R3913msMKS" CAPACITY REQl11R�'OORFLESPONpLN74 TO AN E6pr Daft 0a 0n a1 r atrr 3'VS r 2- P 2•tYY r 3176' 2' Q46' aw 4.574 A"j&FRESSURE RERUIREMENT FOR THE em e•nf91 t 4t+ 1•2P 1-w 134• r 1014 1aHr i v+• 1•taP 1•ta ai i 1 442 OPENING WHEN IT us LOWER TtV4hi THE MU)LION fY 0. 1dds6orgfM f4t•1x 200181' 8fa 19+4 2t R449s 1bf 749 8T4A8 66233 wa Imms CAPACITY(FROM 7HEETABIE)OFTHESEL£GTED _ 4Arnif9n .YM•F.0.0.'79w.domi4 tap(F'6.2x '16534 W"A tYA NIA pot Lbf N!A WA N7A MUI1)CN.IT WILL Y9ELOAMRNIMUb1 ANCHOR '7 fAep 9'14b o-Gr127 a9(Or aarlFp.It r99a m96w 366 1680144 16166» 6t91na 2s Nu 796 ps r ms 6491eo i0B23a ae2� 1a 1 a CAPACtri'WHICH MAY BE US ED TO C:l1AA1.9FY a AOODa0�9.46 f4t~o. + ,139.126'A4m lFp.+1. 1t1A WA 19A !OA tYA ti9t Nf�. iW ADDITIONAL ANCHOR Op910N8 FROM THE 1Anm,otLF•c�6p.6: iW9f b ase OA 44869 mix t37pN -74-0-I0. 17r1br 31086 1873LL 33216s SID' 31t1m M IOf 900199 ANCHORCAPACITY TAKE. lAnoMe 1.fY7An.n6/FaIA II449s0 Ori 1811 WA WA WA 19011 WA WA A 1'6A NOTE:FCR THE OF'FSETL•UP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. F7= F Er TXLEN67'ES: pRpIIUCC1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND 8"ERT 28 FOR INFORMATION ON LOADING, awk fftTil wiFll6te FxtaU ® ® SEE SHEETS 2.4 FOR GENERAL INSTALATIONMETHCDB. M1.�' mhio rr'( � e`f�" 2)LNFAR ItiT'ERPOLATKMN BETWEEN MULL LENGTHS ANOfOROPENING WIDTHB L4ALLOWAHLE i I` BY E MW3s 3)68U WON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR ExACT pit9E7NSK3NS,SEE SHEETS 21.23. HDL.ES TO BE OFSLLED IN THE FIELD FOLLOWING DIMEmum4 I RESTRICTIONS SHOWN ON SHEETS 21-23. 2 -- 46� ® FIGURES&Hcr WaQV9 CDAF4-g0XI%TEHQLE40°AA1jCVS- i2V �,� {��NN ..... i ANGLE CLP MUST BE USM 84 PAM 4)SUBSTRA"IL53:CONCR3M;z 44M i0t4i SPEOFFICAT90NS.HOLLOW AND OROUT*1LLED �Y�.•��G£NSS Q� ; (;NCRE'TEVaXUNr! SBIfI eotV"RMIQAST04G90.WOOD SHALL BEPRMURE•TRFATED YELLOW SO 1`1 � ARS"#.SS.41L1M tNUMS ALLSE8083-T6 AND SEA MINMW OF-12h FIGUREk FlC3URE8 FIGURE it e fyg UOS ARi*AUMeRAULft3^4DIW M40K{780AUG4$MCTURALWEELTOBEA7 1•XY%.125"MULLION = 17: laq 5� Lgi .128"THICK AND AM ALL ANCHORS INTO METAL SHA4.L W-END AT LEAST 3SCREW TWEADS eEYDI7D ;f}„ ��, 'Lt ll (I I i4 Il i THEMATERLAL#90B k1aANLBIDL/S NTOWOODMAYBESTEEL.t888&OR410S8. �ry�.{t14 OF ¢ 1. • • • • • • • • •• • • A.LYNAI pE • •• • • • • • • FL P.E.&68705 ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE-;2A Mumg•C •8 T" �r OpMIR NIIBM(ta1•T9 B9JaW1A}Pr rtk*H ift{O,rtmo 1e0m - ►j AON 7q6 100h In 14016 73 t t10@1 •/7h76trt -ftw la>,8. de01•tg14r lwm" 14F T p °'iE It-SO RdofaW74e1 7rvptMW TfbY17g6• TMw�p4. yRAacIu+OWr T�'AdlyyArG. 'IyRp�w6s9ubr yx$+p�fXrO• ubf T Lomft• Loft Loaft yy$. yyp., ygy yy$ K1' 18dhkNOb t4rG+9 4w8K1� IAa0n9 Lad3771� I '^ O L-drd to AW xt.TuhO "` ys � �' ,7jy�� Cfi� '{�((�. � Qp' �I jpp� ^4y� ${g�y�• �. $g 34�� 8$ }j�(� qg � sg yg� �$` � rp � � �Ly S IR S� d 6 i i i8 R 21 S i ! d iQi 0 #1 42 q 4766 820 1788 416 An- Inv T19.7 tlm2 tT6P ID0 1139 1!@ 469.8 6'IB 1069 e82 78.8 b17 1109 AB to 121.8 007 178,0 ig1.1 60Y 71a2 i10 88.6 89r 188.7 d07 7Q0 Ap7 1028 809 67,8 tWY 909 207' 868 OT' BB.O 706 W.7 tIB.O b9g 43.4 SOT 986 308 880 80! WA 968 00.028te 586.7 d58 114.6 37B �1 488 g9.A 's11 T41 i� BO.fi 984 44.6 A68 44b 760 6TA 466 619 86T 80.8 400 8aP 788 447 158 980 390 3T.P 4136 AOA A5A 92d 158 8D.0 89fl m 8th BSA 400 W.0 336 717 488 868 126 01.0 400 T27 372 ttrs.4 400 fR.3 91A 17.6 OB6 6W 876 rt7 A08 �.3 311 998 4W OL6 7f6 866 480 61,8 3'q 28T IlR 07.6 810. tl ffS2 260 80.8 414 d8.8 283 71.6 821 439 2S7 31.4 87t '790 195 78.0 324 ,IQ6 7Sd 221 334 d6,8 283 10.8 331 40.0 'Lb3 A0i. by3 374 W.g 278 6S9 374 W.7 270 44s 5d4 '� Y S79 Ede 269 77A 232 44A 7g1 46,7 %A 90.4 2g1 4A'-8 211 39.8 294 90.8 737 2t09 200 8T,1 Td1 269 204 307 731 27.0 281 318 200 199 2g4 9}i 226 168 2W 38.4 280 a l.b 488 288 wA 780 79A 2AA 424 224 39A 288 87,9 22f 79.2 71� 84,1 270 HIO '188 31,6 216 23.4 796 2Pe 112 i91 280 20.6 210 16.7 788 2L7 216 14b 209 27.7 20g g 72b 3Q9 228 77A i98 80.6 276 322 S01 267 716 7.bA 18A 77.6 2288 708 280 770 22A 162 tb0 7?6 77.7 1710 166 77b 18.9 til 12.g 716 160 176 f1.3 778 109 178 N 7gb 3t1.® 2m 72.0 777 2Q6 2V4 27A to 20.8 202 73:0 170 10,2 21.6 167 17.0 2W 167 1m M8- 767 16.4 /0.i 129 2112 10.7 780 14.8 7!2 1Q8 166 80 742 5Q6 tm •r• , 70h 789 102 28.A iW 23.6 iB1 7G7 188 762 101 22.0 181 iR7 192 1iY 160 147 iW NO t� 147 18J 18S 186 1L8 178 182 462 10.1 182 144 780 0.g 702 142 td0 ! mN 10.3 f4f tg.0 72B JSA4 N4 1 16.1 131 I IC >>eh 70.2 127 tae ff3 ANCHC7R CAPACtiY A0,1usTMENr FORMULA. � X z 'CABLE 2B p•ah9t 9 T'abtg ba (OP S X t ANGHOR CAPfNGHOR CAP.,., to i x47p�y Rdll PTI NSJLUIN•L CJOP.,,,.,,,� O< Q 8u7�tnb: Y.711 ue 91 11r M E199 t71r Etta vY88 Ebo 9W 91891 N361a1S F12 60101 USE THIS FORMULA TO OBTAIN TF1E ANCHOR 1 6r1b .7 gf0'FM Uftk em 174'Boa Ulumm ABpK1" um" A9P9fit Om4Y71891 4-W 180 SwAt 6l kV hW TY;w 311r EW L%1740 1w Elm uww" iwer4n CAPACITY REC ILAREW CORRESPON09dt•D TOAN D. An0hor C6p Paftema ACTUAL PRESSURE REQUIREMENT FOR THE Ea97 a17•+171d 1 tart r 7V2' sur f• A r 9VC x st•• 2' a1r °•64• OPENWO,vYFrEN IT IS LOWERTHAN THF-MULLION Eei07•e•6 14Vr 1SN' M1d4• 40.01• i•1ti• W. 1.776 1-1rP taN' 4Ur T 1.316• 1.3!8• 78077 37 40. 841917 447tOs DW«a 2 a 141. .cl9t art7G67C8PPW xPu7 seem. 160 ma OgOfu t6M•t P bs Aw WA RA 9r � 1f2giha CAPAC"(FROM THE TABgE�OFTHESBECiEG 4 Aed4r■ t.ir pi7.Ctp.IBteeBW lOrtia7vAe9 ".2k 70610. 781 WA x71 WA pn x0. a A7nYm Rst�n.0.0.x30 6A1�et3fpOr1R0•sk 7WW Y8060 BDB•,0 tsom toaft IWOOA =*a WA 7� 7�f8c WA 770W �8i IeA 7760+ CAPAORY WHICH MAYMULLPN.IT WILL �BB U9FAT0 QI7N.9P1'R 2 090.x616oarv�gK2*JWAeaaft'4k rw uu WA rw wA ADDITIONALIWCHOROPTWN3FROM THE i A01➢Ot77-C11F(FW6 7V.ftd 226 D3 103•t 621 136 t401b7 177100 37900 wme T07 AlA 91700. Mf2t� 860&a ANCHORCAPAC17YTASM 7 hors 1.10'NOt 0.61 6 m0 TAM ttA KA - x71 tW M 11A0 NU WA 1101 NOTE.FOR THE OFFSET CLIP,USE THE ANCHORPATTERNANDANCHORVALUES ASTHESTANDARD CLIP. Bft1x911cr REVINSO FIGL[RE 2: ABLE OTES: 08u0Wdt8g� �_?fes iTGURE1: -.•� 1100° �-- AgorAM 740 EEsHEETS2 MR GENERAL1)SEE SHEET I FOR �pTABLES miAnd METHODS• MIR67iFf`f25FflRINFORMATIONONLOADINfl. 7` 2)L04CAR v4TERFOLATION BETWEEN MULL LENGTHS ANUM OPENING VA THS IS ALLOWABLE, A?4Iem1 Mw9049' FIGURES. MULLION AND MULLION CURB SHOWN ARE NOT TO SCALE.FOR M(ACT D"EN61ONS,SEE$MEET$2173. yap• �`;OXY LYNM dfj HOLES TO HE 1FT'Rie Aa9 F0UOWIN0 DIf9fCA144L RESTRICTIONS SFKANN ON SHEETS 2179 L `. t*•. !!. FiauREssHq�tsL�r3fsT�D,�;awc•�nA�HaeulucprroNs. P:•.• WceNSF'•..Cp , el 301 EPEGFICATpNS.HOUiJW AND GROUT-FY.I.ED ,375' ANGLE q•1P MUST BE US 90 114 PAIRS. 4)SUBSTRATES: S .Til :x R�Tp��A O,ylgp•W:0SHALL69PRMSURETR3EATED No. CONCRETE HIl[1CK UhyTi U1 S - E1GLe4E 4: FIGURE 6: FIGURES'& YELLOW SOUTHERN PINE 4W"1g1 AN 34 p66 .ALURI:NI�A�HALI HE SO�i•T6 AND BE A MBiUAL9,A f7F.126' 1'X 7'X 978'MULLION TWf i(STEEL STUDS TO SE AMIFSMUM GRACE 3i AND.1748'TMK ifs GAIJ04 STRUOTURAL STEELTO SEAT `A tU 0 � LEAST.128'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 83CREVJ 11 A tEAD8 BEYOCtD g`i TE F CV THE MATERLPjr- '-sORSINTOWOWAdAYHESTFe,18bSS.OR410SS ......F107�4P..yL,�eti` UJI--� • • • ••• *00 ••• ON A., ti� • • ••• • • • • • • • • • • • • • •• • • A,L'SiKR�I M11+13TFt,P.E. • •• • 0.0• • • • FL P,E,6557D5 ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • I " TABLE SA � Ii11iU•H06 9 T64� 4171 y�7�t! u, • 7YId�f{k8i61171 LhW 47TCp6D{N H91gM(107hP113M110�'•9�I1fIt91111JR�4� 100b 9 120b 1401e fj u Mm 60K 1111t1 A FisawK Loo6 � is2.76% uw1v *kft Lump L- v 1a3o Iu4deII IleAcelor•�'•tr ta��D 8�a ;2f53i .3711 Tube mullan VolVIM if i fill N 4291 17DP 029 i70A 416 170.0 74i 1700470 170.0 000 170.8 680 770.8 998 176.0 610 17a0 1110 170.0 621 1102 1240 11'40 471 1M7 (8111 170,0 021 127.8 160f VTO.8 621 111.0 1301 170.0 011 J IO to 1766 100 itOA 614 170.0 M0 170.0 004 170.8 D99 5508 030 170.0 14]0 1740 a41 15LO 1Lim 170➢ 677 f30A it>• 170.0 bm 1132 f136 17aR 000 D7.0 1160 170.0 040 0'LI ti30 17x0 060 g •. WA261n 1740 74T 't1a0 L63 170.0 610 170.0 031 167.0 1032 4780 604 1448 1QSZ 170.0 724I 1432 110.8 747 /17.4 10]2 170.8 7® OTA 4'RR<Z 1713.8 706 61.9 4042 tt0.4 TTl 74d 1151 57a0 700 � glin 470.0 797 iMA 012 101.3 007 170.0 Oft 100.2 907 154.1 730 120.8 997 f026 776 00! US.q Tft Q6.8 Of8 t4L1 710 140 OOT 549.8 70! 90.1 007 14DA 76@ 66.6 1107 N40 709 96h 1Aft 735 141.6 6ffi 117.8 710 13D3 611 106.0 739 NU 691 80.2 736 1662 610788 DDA 000 10.8 796 OS5 076 00.6 736 91.0 b74 60.4 736 Ot.8 874 44.1 786 81A 074 � � � ,g 6330 121.8 090 1840 870 101.8 066 111.8 d9T 41:0 060 40.9 687 7" 904 99.1 A14 07.7 400 13.8 061 949 fi84 79E 621 80.6 040 7a6 621 40.6 086 768 621 30.1 000 76.6 021 coin 440.8 4U! 1124 a22 aaa 001 90.1 611 78.1 001 1 86➢ ODi 063 401 77.1 493 90.D 8Gf 71.8 460 63.0 067 8`!d 481 163 007 B34 418 37➢ 867 42.7 474 54.1 a9r Q2.7 474 7291 8110 610 049 443 80.0 610 TSA 431 68.01 nQ- 443 420 0fA 610 bT.8 1f0 +tOA 410 a13 41] 4a6 6411 40➢ 406 31.8 4a8 05.0 :AVM 4372 462 362 a42 610 4l4 3M 23A Otq 44.5 309 � J 78% 00.4 466 Ta 400 07.0 466 61.7 7119 49.0 484 64.1 389 43.4 444 46.8 '376 38.6 406 448 770 34.7 f114 41.4 361 36.0 406 577 21.9 21.7 6.40 1L5.7 .� � tom-• 76b 04.2 436 OTA 661 46.8 460 86.0 673 46.9 436 S9,b aP6 66.4 40 447 360 39.7 436 W➢ 306 521 436 34.1 -;51 20.8 466 SIA 314 329 4l6 91$ 311 2&1 406 32Z 340 SIA 4L6 737 F3.1 290 34.6 327 36,4 266 29A 827 St.B 100 30.1 877 26.3 976 339 J2T 787 271 23➢ 7 20.T 206 17.4 327 21L 872 ti f•b Sbi 287 66.4 787 26.7 207 200 252 31,a TBT 7a0 246 213 2M 23.1 244 19.1 25T 70.0 240 7YZ 267 141 2]T 14.4 707 10.9 262 ig6lp 2l2 z11 81,7 -257-2;2 221 209 701 17A 221 f60 166 111 b 2L5 214 297 194 16.0 Nb 141 161 lag 2t0 1a6 500 1Y } 12b 1n Sl.8 tE1 173 107 r 4 Q TABLE 3B ANCHOR CAPACRYAOJUSTMENTFOi99dllLA: 0, � to OhOT T•bt6Da1 R1ed 7TSQao6 T44LF (Dpm)XtANCHORCAP.- ANCF10ROAP.,,,, r'E sublUlta vva ata 0-0k Gvra _ I -1 air 610 ytb`t]fnUMfmOn t googoo lllr•Dt 1N`80 67•'Woe iM•9961W 6F681/81 9178Ue1 81281611 USE THIS��OBTAIN TW-"ANCHOR p69hor1SlpP9i19rn• An14ar>y� Yf09Iea1I � Isneaa Aypndiakl I•vaw haK4�ta 9a6wtc� 9awr� CAPACiTYREQU6iEP•CORRESPONDING TOAN 66 omme 4N: t• 2 72N f b1TT 3.110 r IIara r 2171 r &t• r a46 0•al 457a' ACTUAL PREESURE REQUIREMENT FOR THE Wmaodal•0 9-074• 1374 tSk• 4311• x 1+1tC 1.174' f.iN' 1-tr4• Mw m4tm 1.9� taal' +a>a4 OPENING.WHWITISLOWERTHANT14EMULLION 450 Ws 16M 9• 270 b 40170 841 W 074 2 Afvl�/!w .a e orOPlet tFl0 t9 r WA Oa 6MRS times CAPACITY{PROM THE TABLE)OF THE SELECTED 4 Af•Ia4141 L1SNbi 0. 38Nn4oM 1ar011mi1136 91 486be >fY MIA !UA 19A NIA 3061b4 A MLP.Li i.IT WILL YIELD A MINIMUM ANCHOR a Moron a' oaT 2<6AnD•COpa7079ak TW OA Ir 6WA 15661 taf6iL1 810a 160144 WA 766L4 749 tm8• 1892 roc 037 114 4 M CAPACITY WHICH MAY BE USED T4?62UALFFY 21of01••f10.45' 43.lV4SOA1lto12YAWa.tFW.Aa WA IUA WA WA WA WR WA M74 Imh WA N!!t ry6� ADDITIONAL ANCHOR OP(IDNBPROM TI'E tAwlgN f�C9p t6b.47 l460a 1 ?70b 4458• ffi2b 174m 140 k1 tiT•1 Obe 197101 09'14+► 4i 1759s U. 960 Ym ANCHOR CAPACITY TABLE. 2AEOhOr1 1.16•MY.0.13JP 4T 2W► ]60 VA WA NIA WA RI WA WA pgp(D1 iCTT2BVSSTeO NOTE:FOR TNL OFFSET CLIP.USE 7HE SAME ANCHOR PATTERN AND ANCHORYALUESAS TFE STANDARD SLIP. CBtCLEU VALUES ARE USED IN THE E1GA0lPLE ObF 9I-EET24. #gBb1{dYFa{14171 BOLLding Cu69 Accept•m6No14i1"G�- B1WU847a0D:• 21 F RE 1: E 2 TABLE NOTES: 1.046' ® ® ® 1)SEE SHEET i FOR SNSTRIICTFONS ON USING THE TABLES AND SHEET 20 FOR iNFORMA310N ON LOADING. 6 11 ;hroAw1{�v1U0A SEE SHEET'J 2 4 FOR GFJ�4AI WSTALLATKIN 9IE111008. •• ••• • �1�"�t'' `� �OPENR4G WIDTHS IS ALLOWABLE. ..YN1V 2111 NTERPOtAT10*BEiWT:1 Al " FIGURES: • • •• • • • • 3'MULLIONANDMULU S*OWNAWNAiSp E.FOREXACTQWSS$Hi S.SEESHEETS21.23 27�" .'��GENSg '•.j1 ® HOLES 70oaRF Eq 11;FIE�Ak�ARO4iU1�tTEHELEQIOCA+T �RESTWC(IONS8HOti1'N ON SHEET321-23 FIGURES S SU =_ ANGF.E CLIP MUST 13E USED IN PAIRS. 4}SUBSTRATES:coNORRm SHALL.CONFORM TO ACS 301 SPECIFICATIONS,HOLLOW AND t3RL1UT FILLERj 1 t STs •'0 FIGURE a CONCRIM BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GED.WOOD SHALL BE PRESSURE-TREA.TED FIRURE4 Ff�URE S: KL BO�fii♦16U0•INE WnIK AN Be W C.80.ALUMMUM3}�Lt.RE 8063-TSAND BEA KNiMlM4 OF A277 (� •. S1 ® "4*TH�K(180AUGEry.S'(RUMRAL8TEEL70BEAT 1'%2.70"XJTS'M1J1 Ltt>Tl , _FtTHREADS BEYONDAL'II1 8�127VNU�(O�JOtIDMA'AB�3�:11�3•S.QRd70&S. � �Ilk�;I}y.��12'�P.E- y ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 4A ouUiancb 16 ��' nin�WldBlt�ve+ficet,+aPa+rvDGRa or tutfirinrimtJmltarts} iDDh � 7018 50h 1•m 10044 120h fS08t 4 wm . A 0 p 1a23t7x Rwhn•8a Th Tq(8074 T» Orpr418,a l2.otmOWr T1s O. P+ElIM0477 T Rm18,x dx 7664nUby R76t PA 461 Le3d00 LwbnO bk o A56Ak1fa Lei°a11 fa7dt6 t46A6Q t p*, twafq lame Wag 1,06ft L08dne tmt0,a Lbtd,a 1®dm LaaOaa Ic6atw 0+ 4110 170.0 825 1740 435 1740 744 170.0 476 1704 886 176.0 588 176.0 002 170.0 5H t76A NCA 170.0 821 178.0 IxS6 170.0 621 R40 7159 170.1 521 588.7 1520 tiO,D 521 430.5 152D 170A 121 Gbh 179R M3 '� tl7A 770A 1>w ftaA 661 9700 as tH.O WO i'f6A 1103 170A 501 f74A 7275 170.0 071 170.0 1417 f70A ebD 111.7 x417 4YOA Ow tY1.6 1417 170A Ow 19Q.8 1417 170.0 BD6 � a �. {4.01610 1446 7N 1740 683 170-. 808 170A 09i i7Q0 1018 1700 66i 170.0 11014 1780 R3 1528 1715 17D.0 747 148.9 t2bJ 1740 786 12fA 1206 {789 745 t01d 1268 tt6A 755 N.4 1x18 170A 780 64fe 570.0 707 170.0 61x 170A 060 1709 871 1709 1118 170.0 784 75D.7 113D 170A 403 120.4 1190 4746 837 1�.8 H19 47AD 865 1004 4120 17D9 864 541 4180 1708 561 76.3 1434 17aA 467 80k 1740 556 tJ61 761 t44E 416 1528 781 1201 0110 141d 716 101,9 D16 17x9 TS} OLA Mo. }p31 726 q.0 416 118.6 726 721 016 114,9 716 62A alb INA ita SSA OH 114,9 716 � � 516 ISLE 670 181.8 710 i2aA 4110 1344,tl04 564.8 630 7Y.4.2 641 919 bw 1122 070 64.4 530 1066 862 i8A {30 4•.4 6511 60.4 030 Kd 646' 84.2 546 44.1 810 47.1 530 %1 644 MI6 194.7 7✓9 110.d 550 1109' 767 118.8 880 7N 1049 574 67.5 761 041 61A 73A 741 51.1 506 48.1 737 4R.2 506 65.0 79 70.0 d9! 172 767 78.R 801ru 41A 757 752 801 ! 7281 4017 030 106.5 072 Old 630 ISA 610 727 595 541 450 03A 036 722 Ali EEA � 56.8 514 50.8 696 4G.0 405 ia-1 098 57.2 R70 853 � 553 4Y7 31d 576 932 447 � � � c '° 78 k 110,5 571 W.4 446 7x1 671 761 MI5 T1 67.4 N0 111.1 OYt 00.5 414 (5.0 571 4S6 461 48.2 571 1011 456 65.0 671 4/A 481 809 Wi 165 #4t 77.0 671 448 446 W Q 78h 44.0 842 50.4 474 007 042 468 454 67.1 613 5x1 455 SDA 502 057 440 44.4 647 4fA 44X 44.0 GR 47.5 487 033 5� 126 +f20 250 658 120 426 269 64 441 424 N to 6041 6x.1 40i 6iT 761 43A 407 46.4 984 671 107 91.6 Sia 028 M77 90.3 318 248 MT 32.1 834 x0.0 107 20.0 014 217 407 241 947 150 407 241 4'ffi 109 401 71.0 516 553n 42.4 395 UA 320 50A 965 3T,x 84 ;7 355 0x+0 200 20.D 364 446 301 736 466 26.1 900 211 2� RGA x06 it8 358 219 254 148 355 442 284 C1 k t05h 30.4 x89 �.6 x60 20.1 283 to 299 261 21.4 x53- x2.6 247 748 ?88 ia9 214 187 243 740 210 141 202 1010 287 C.3 X 4 O 111 h 27A 25J 240 XIX 78.1 207 X40 X35 40.6 'x67 20.6 745 SLS x57 H3 Z4f 15.5 267 16.5 4201, Z4A 370 71.9 248 16.2 zo 746 205 76.7 720 16.2 200: Q- . pHCNORCAPACRYAPJ4787!'bEfOT'FORIAUS.A: g TABLE 4B MlfkorG T• t ►16na t )X(ANC1tOR CAP,„„wt QANC1{OR CAP.,, "� ` nsw F7me c6B1 t N!UtL10N CAP.,,, TT atbelw tie ase o DP Elko Imseft. /I001w 85x8141 nxelea USE T"FORMULA TOOBTAIN iHE ANCHOR ArAW7 NiSt37al8tm7m t74•Eb.U11=0 UN3666 971C4b3Llt•4046 18PEMUItnm A040m BU6om ky.0�7e7 8a4wN6711matiGtl9 6an•t051 CAPACITYREOUMEWCORROPONDINGTOAN A66haY C�P8h1iR44 � 1 au1 4• 9.110 7• 2 SYr t' 21lY Y 3 Y8 Y 6.43• a ACtUAL PRFSBURE REQUuw-MENT FOR THE snt 41fP 144' i34• ta7r Y 1-V4 4.11(" 1.114• t•fA• 1.1m 1.174 r tdAY law ""� OPENING,WFtEP11T4S LOWERTILMI THE MULLION 2Amp4• UI. fa vOka1 940165 4wI07 a0e s5ota Cts b. bs 166 4184 w16f i I bs CAPACITYfPROMTH6,TABtE}OFTHE.SELECTEO 4 A,dtm 1.6•WL QG-+at•ia•4<M rsr f+'In IM 1o6ms. WA WA WA NCA 356146 A !7A WA 6U ®aa4 11X8.6 MULLIDN.ITWiLL Y7Et.D Ad1INfMUM MICI•t0[t 4 @36ano6.7trias5Aw1►awi 7wft Maw GIN Im tsmRX 540 FA 800N4 WA 7 xr Aaic6 5008• 157xiW lSXM I6Be CAPACITYWHSCHMAYBEU9EOTflOITHe 7 Moan 440.46"404 o.II-IVGOA 1M6.12YA4e•.{Fia.q akA WA !9A WA WA HIA WA 7W1 A 61A WA 70A WA AwvriaNAL ANCHQR OPTIONS PROM THE 7A6•wrIF4710 6T fa4L4 i 074 226M 4460!4 87xp 107 140 th0 t7l•0 8 N4 1676(0 0m 478 tb 77065 7718 2DOXn ANCHOR CAPACITY TABLE. PRQDUC'Y RAY139D 2A,aFWe 1.18464401 flq W laA WA 7YA 100616 t0A NU WA WA 941 Raa 442m4 566Y,0 OB c,niplYiab,>:+i1b 6m6F NOTE FCRTHE OFFSETCUP,USE THE SAME ANCHOR PATTERN AND ANCHQR VALUES AS THE S TANOAI4D CLIP, CIRCLEO VALUESARE USED IN THE EXMVtE ON SHEET 24. 114(11{,8 FI Fit) RE 4 URE 2: TABLE NOTEB:. "'` 4,p�rp• '" B3y( n61a f , g 1}SEE SHEET 1 FOR R+ISTRINCTI0N9 ON USING THE TABLES AND SHEET 25 FOR INFOfLNA710N ON LOAD4Yt3. F1Y BEE3HFEl8,2APORt4ENERALINSTALLATION METHODS. � Mi•tt `ttt t7ii 2)LWEARDOW06AT40N&Ei�(EENyttR1} N HSAIC�OROPENM70WIDTHSLSAilOWABLE q�Q Gi NS �P f F RE 3: 3}78ULL10R AND MU.LIHN txpySH40W?60AR8N066 T4Si""I p FOR EXACT CIMENS10N8,SEE SHEETS 21-22. 2760" 3)MUL TD 6L ILLpbg1 SNE gELpFOW3tWM0i71M691S10NAL RESTRICTIONS SHOWN ON SHEETS 21-23. 71'_t i,1O,66706 Fi4UREst6Q1'�T��' o%QI1P.T �LacA•�ONs. ( = AN4L.E t2.lP MMT 8E USED IN PAIRS. 4CONCRETE TI41.oCK 1N41T C( SgALL SF{ALLCt7NF03IM OASTM OBD.YlOOUSHALL BE pRE9SURFrTREATEt7-FILLED • A••. .•I� Jew R of . FIGURE 4: FIGUREU: FIGIR7E� YELLOW SOUTHERN PINE WITH AN 60 OF ALUr MM SHALL BE 8063•SB AND SEA WWUM OF.125" %��`�,••. /t,OR70?,•�(j�� 'CHICK 18 GAUGE(•BTRUCfURAL STEEL BEYOND LEAS.S'tLtINIJ A DOBIALANC MSINE33FN0.04A t i'X2.75'x.85t1'MUWON iBEAT �`�^ T�, LEAST.I�THI ANOA2@ALLAhIGHORS61T4�dETNLSF{AIj,EXTENDATLEAST39CRE1A` `s TI1E M IAL.111 D&%12IQ4eMnINM WOODMOY BE46TE61,1"S'S'OR 410 B.S. 111 a 1 t 1 t`t • • • • •• • • A.LYNN MILLER.P.E. Mo: i•• i• i ••• ••0 ••• FL PAM 68M • • • • • • • • • • • •• •• • • • •• •• 000 • 0 • ••• • • TABLE SA t nG• 0 760 �a�tt Op001 92%81 9Dryof6l�pbtxlnptntillaTa or hf hors Baro I 14016 ImIn E 30M 0fl 70b sob 06N 1alln 120b 4 _ mew*" T�• L�Loaft 7rt11010nD. /•pippxlY 7/pYM•g � 4 �oten•+fa Z I> 'Ft7WMS4• lbpfax•. [7>toLn010r ttpfObm• R6W� •Y. 7bLaod* 1.00400 wilt W4814 •' 1 T1ir Am 6 low" 1 � F sit wh ma 520 1740 130 1700 744 1760 a8 170.0 1•e 1709 49D 170.0 5115 170.0ata 1740 1516 traa Ott sT6A 1219 iT4A $2! 1746 1464 170.0 01 176.0 1735 170.0 621 1841 180= 178.0 fi2f 4d h 179- 700 170.0 W4 170.0 060 170.0 601 '170.$ ti12 Y76A 030 170.0 1123 170.0 001 170.0 S1T0 710.0 071 17ak 1417 170.0 000 107.7 1677 TWA 160 1741 1517 170.0 006 1182 '1671 170.0 860 Q 40.6231n 178A 747 170.0 BE 17@0 w 1 -S, 17x0 1018 176.0 i6+ 1905 IS. I. 'A3 ITOA tab 176.0 747 110.0 144+ 710.0 760 Wtd 1495 170.0 7$9 121.0 1105 170.0 781 94i 14M 170.0 360 1dl � 1,_, Dib 770.0 791 iT0.a 617 170.0 050 170.0 001 17x0 4118 tTOR 741 t70A 12x6 170- an 100.1 MI T1a0 037 140.0 1401 170.0 060 t2+.8 fiat 471W 081 1048 U01 17x4 Ili D3,! {4D1 170-0 867 N 04N 1"A 006 Wu 761 120.0 40O 576.0 7W MOA 1180 1704 07d 930.7 11$0 167- M 12163 1100 1468 017 111.0 1150 YB.7 010 114 "$1 144,5 000 743 SSW 140.0 981 ODA 7100 MA 003 7 to 09h 17DA BJO 170.0 740 IObo 1049 520.0 4" 137.0 so Is" 06D 110.0 1010 141.7 66O 1005 160 1320 I0i0 05.9 1013 120.5 016 TDA 10W 110.3 026 �A 1049 110.0 8M 851.0 1040 NOA 6151 � � Zt 90b imA 085 170.0 709 130.8 903 7SIA 604 1161 965 137,7 740 1042 "S 121.4 77b 126 906 1120 700 03.4 Df16 100.4 707 SNR D56 97.8 740 40.8 066 40.7 140 60.1 96b 90.7 748 G1T .. 77b 1240 003 734.0 d97 tOT9 80.1 ti4.9 OtA 003 105.4 OTO 867 603 182 m 71.4 003 MID 6W 863 663 ?0.6 842 SQA 010.3 722 037 46.0 068 404 6O6 40.1 084 BD.T 007 70, 1093 7M 114.1 tO+A 76.0 721 OT,O d16 78,0 711 644 806 88.5 '231 763 $06 64.7 711 30.1 608 81.6 720 604 679 488 721 (QA 804 184 721 QA6 604 6LS 721 841 643 '1C 78h 181.6 004 1054 890 013 041 09A 007 72.2 004 ?$A O70 00.1 004 70A OOT 60.1 004 OL4 060 80.8 w at bit 4Z1 dot 61.1 041 a&I 083 61.3 078 848 941 86.8 07'1 }. Q DD h 63.0 814 47.0 400 81.0 81! 874 4!8 4TA 044 60- 140 41.1 M4 444 4173 748 614 iab 427 124 614 N.6 421 274 614 334 417 274 5[4 304 408 204 614 2A 401 iq b 643 482 55.7 486 152 460 47- 190 387 402 40.0 380 a7A 462. ffi4 386 961 40 320 378 VA AM 09.0 173 226 481 144 306 174 0.2 242 300 181 4Tt Z7A 346 � t� 1006 341 750 �A 022 31.7 SS7 72.7 317 273 9S! 25A 312 20.0 767 23.9 306 21.1 067 227 110 19.0 687 204 290 144 387 1sA 306 148 357 182 967 t1A 307 1&D 709 r F) 61} N lith 36.1 330 754 306 51.•2 314 00.1 b0i 204 230 241 O36 21! 336 2'1'1 2D2 14.8 it8 704 240 t7.O 716 f0A ?04 14k a3B 10.3 776 taA 776 54.6 90 NA 036 W.6 200 x 1206+ 9.7 209 292 214 23.6 280 IS.T 280 19.6 200 W..0 286 173 2N 16.1 262 t6.+ 289 10.6 20 Y4,9 799 f+A 51.0 Z+D Y20 746 D9 769 71.1 720 8.7 219 10.4 212 Q d ANC3IOlt CARACrrY Ap►U8T61ENT FoMULA: TABLE 66 Al10R , ,,_. 2Jb 0010 5.6OCOx0. ti6o4 ANCHOR CAP.,u 40°°6 � �I x(MUtiiON CAP•,,.,,,.. a 1w as EX43 aw&0 tra•BOltfeo OM Bed 8ta114tsi 5121x1001 AixhOt'g7e feteremwa:m fM'i7.OUAlaeoe ��IM 8'18.174840ueom y4•Ct610o6:MAcomodor tf0•cm A9ptlfiabx txawta5l8ttar(ay 94f0wx(o03 U0ETHISFORO�HATOOBTAINTHE*ANCHOR R86a4rIIap P6Nbtns Eva"" r D.uz v 2•x2• 8.106• r 7•vrr r 9-vr Spormm TO AN z 34�• r 4e• 664• ami• �aAgTyR£SURERWUR£JENTFORTH 1 Y4' t•5/' 16N' f•9C r 7- 1•x4' 14M. Y•v4' 1614• 1-ir4` � ; Im ACTUAL EN NO WSHEN ITEIS LLOOWEIA THAN THE MULLION 1947c1sn l3tatl®Nat)0�C75 11x W. K. m 1ta OA6.0 t170m0 CAPACITY(FROMttETABLEIOFTHESELECfED3Y O�+ b6 k°t740 OWES f6D mft 74ew9 0l03n Ism" GO •6 7170•S MULMON.ITWILL'jJE DAMINIMUMANOHOR 4AXnmw 3'400.47.0.1 2rAA1010cga! 3l 7601x4 766 os 800M WNA /VA WA WA bA NIA 3191 WA tVA F1tA 1077100 GAPACiTYWHICH MAY H£I35EDT0M THEan a* ADDITIONAL ANCHOR 165•s t0o0n 5T7m •s 1OT86 brat 4733648!84 BHORO AN CHOR CAPACITYTAB TIONS FR00d 7HEOdED th N04 it13b NN fN1 NH WA 694 P&tempt 'RS sbAbo NOTE FOR OFis�TCL1P.usETHESAO4EANCHORPATTERHPhiD?IdCHORVAWE3ASlH£u7AHDPdiDi11P. ascOmplf�6t+If4eb0Fa N1.006'-t anNslua !6'821 Ae4cptaut4110 181 PO P01C Fitt RE 1: FIGUREZ: 7AHLENOTE4: 0 9I SEE SHNIT 1 FOR SNETRUCr10NB ON USiNG THE TABLES AND SHEET 26 FOR INFORMAMN ON LOAD00.6. B7 ® o3aa t� SEE 37�E'FS 2-A FOR O>:Id1:Rl8.B13TALLArIUNlN6TF1DDS. LINEAR MWRFON IONOHERNEENOMULt4WHS&)g1oR OPENING WiDTFS IS ALLOWABLE- 3.525 �` �3 ...... FOR EXAAC S dk FIGURE : 3j Att1i3JMULLION CL�It fICfM NOT AtE T40 SCAEXACTDIME113iON8.9E£SHEETS 21•;67. 1 D �PRI OFOfOD: IBIONAiRERCTO88HOWNON9HEE21.4& j,��•.• Nn.55705 FIGURES". •.7r Y •P Ik4 ELOCAKION6 AHGLECLIP 1 p�9T BE USED 1N PA1R&. 41$UBSTRAT 8 CONCRETE SHALL CONFORM 70 AO13019PcCfFK:4TIONS HO6I OW AND C3ROUT•FtLLEO WNORETEBLOCKUNIT(MMSHALLCONFOR38TOASTM CBO WODASW+LI HEPRESSURE-TREATED FSIOURE4: FIGURE& FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF0.4&ALUm94UMSHALL Be&Doa-TS AND BE A MINIMUM OF.125' rx1t28'X.SMOLUON :�7.(.fi• FtOR10P..•G\: Twcl(.8 C STOIXAMINNNMGRAVE3sAND.016'TH=(7aUAUf3£ISTRUCtt1RAL3TERtTD6EAT (v VF toN1 LL tf 4EA9T.�TI AND Z L no 1 4 M"�L EK6ENDA7 LEAST 8 SCREW 7}SiEADS BEYOND ��,S�StO NRS�t+ .� THE MY R1A1yS iN;O 006• Y B:BTif!P1 18 a S.S.o0.450 S.S. A LY1lL£R,P.E. • •• • • • • • • FLEE.#88706 ••• • • • ••• • • • • • • • • • • • • •• •• • • • •• •• R i TABLE SA MAxin coputolrTabb Pot `it! OPmingWAlB3Karo WEPevlrglHi�o7�s)ArOAwftg iDiptd{9brfsltlrd rd) �g Tot" 40it Obin 4W la 1740 tW31 TWh Be6tmimim7 wF n0o1•yAw • wne+s -aft 740• RIa66014• UOXT•t4 TS+P'fda4L Rwie6A961 is4x.146 tsM1• tiaela ""ft L..k* I"" LWIT4lrmbp L-Wol; L6adm tOfd00 f4�W Logo* 16699• Loft L•f6tN0 l•lanp too" l•K08 �z d ° oil IsiI11 1 f 11 it f 1 1 11 111 1 11 9 4210 176.0 420 4740 976 170.0 7M 170.0 474 INA 166 170.0 690 170.0 an 170.0 914 170.0 till 17.00 621 1TDA 1240 1700 625 170.0 144 970.0 all ize 1470 1TOo m WA 1441 174.3 92f 4610 1700 704 1700 814 170.0 744 1706 6N 1140 882 1745 ISJa 1740 117E 170.0 Wf IN,D 1277 1730 677 164.E 1503 tuo 974 1303 i3R5 4709 1SW 111.7 1342 1746 990 W.7 am 170.0 681 a� dL 60A79M 17118 797 ROA 774 179.0 0W 17.0.0 751 170.0 tow 170.0 6G •TOA 4913 imil 723 1981 1416 1730 T47 140.6 I= IN-0 766 217.1 1296 170.0 766 iWA f2J9 170.0 766 679 1230 170.0 736 o d Bfh 170.0 107 1740 712 170.0 Ow 1740 b0f t7at 11w 170.0 769 INA 1764 170.0 903 qT1 1168 1700 737 122.0 117E 370.0 4G6 107.9 SSa6 5709 761 71.5 1107 170.0 702 773 4f60 1740 06f 10 00 In /700 64.4 1740 TRS ISB,Y iq2 170.0 707 5424 1043 tO1.f 1182 iJS1 1942 t4A7 816 1113 1012 136.0 Qat IWA 1917 2101 781 1114 1442 174.1 792 7f.3 1042 146.1 761 1192 1831 762 63h 170.0 831 4700 740 1611 442 16J.9 Ei4 121b 90'1 144.0 711 1134 82! 9V-0 741 to07 02 121.4 761 867 •� 114.0 706 769 tlw tet{ 776 81.7 OW 106.0 744 69.7 1060 TK =Z) 180 587.4 447 120.0 794 1JT.3 GQ 1660 7E6 11i1=00 160.5 761 1WA PR tf7.7 781 9l9 BUT p0.7 736 027 047 I= 727 914 147 07.1 TIE 00.1 Oil B4A Ili 657 897 040 714 72). 130.8 147 144.7 737 SSEZ 6w 121.4 712 97A 144 im 779 49.4 EY 00.4 616 79.9 710 61] OB4 ITA 840 l2.T 67tl 067 610 75.3 1161 Mb $94 72.6 700 42.5 144 72.4 6111 = to � h6.0 797 1147 004 01.8 707 f029 E62 12.6 7M 00 649 722 792 8" 474 81.2 7B2 7448 a0 MA 7E2 544 6q 40.1 76,7 Mo 982 45.3 792 740 897 94S '/M WA 680 ,d 7410 140.0 TId 221.1 139 649 721 I4A 011 70.2 729 679 661 617 719 94.4 694 60.4 729 86-t 691 999 729 924 W3 440 724 679 673 262 714 04.3 667 511.0 721 633 996 � � 90In 80b 693 71.8 4fA 640 813 08.7 474 d47 lib E24 460 439 643 47.1 475 55.4 Bw 429 462 d0.0 713 39b 416 24.0 143 319 44D 19.1 643 ffii 4E6 2L7 653 mT 426 fy 1• 6T.3 476 564 421 47.1 W 40.7 415 449 476 431 412 US 476 38.6 906 11.5 476 34.5 4W WT 416 320 896 139 476 00.1 5M 209 476 49b 3W 179 476 298 971 N� �p M kq 111.3 277 41.4 041 3546 377 349 305 21.6 577 399 500 991 377 20.6 St4 2TA 177 24.0 D21 211.4 377 129 317 19,6 377 18.0 SIO 149 877 17.1 309 x•, 111 h 37.1 367 51.4 923 569 1152 21.6 015 216 367 2TA E1E 27.2 567 049 M 236 167 229 306 116 Y+T 211 561 16.4 307 9.1 �!)f!. 120). 21.0 391 29,E 279 21.6 306 26,1 ?74 2411 301 21.7 270 16.5 3w HL2 20 t3.3 308 172 286 '� •j• X Z y IMM 1TA 211 171 107 TABLE 810 ANCHOR CAPACITY ADJUSI94ENt FORMUM m Fa64173N 6bld �rjpq}X ANCNOR ANCHOR W.- PT 071 W6cnfe enun MULL{ON CAP. ,.. 66GwrlYp6 9tt8'Eb6fIDm66 114,EN 10274.0 Sf16'EImUMe6m 1W'ato1Slba6m Vfi&28k6 91PT Bw 11•>fi Ebb if09mtl at21b05 at2SGd A01f6516� 4.0414090 AOI16C4ttaf 86wq(116}6446.1653 •ww1t161 USE THIS FORN9U4 To OBTAIN TFIE'gNCFiOR Anoborcup PammoLwom CAPACITY REQUIRED"CORREBPoNom-rO AN H40►Ok•lna fwl ,• 4-,h• 1• 2.272• }tis f• 94d' r 2.262 r 3.116' r 040' 094' oS41' EM1xW1t 1.874• 17+4" 1.344' f.0a• t t•H 1.111' t-VP 1•VP c" 1.414' r 1318 149 •74104 ACTUAL PRl.S81A'T RII.QUIREMENT FOR THE 1 4.J6't9ktt3.0.fsfma•eer071afa0119y •t 84DM 4s MOW b 7.491166 iIr 5411• 442166 •0 dPENWG,WHENRlBLOWFRIl4ANTHE Ml111-1QN 4 9218 Mb. 0.l8UM64(0041251291 iF416k 66 100 890 a4 1110116 van at 510@0 WA 830703 WA. IDL WA 862 In 115 1126.6 CAPAGI7Y(FROAd THETABLE)OFTHE SELECTED 6An0I•a101.48 .tL4181sntlr9SaOl65CW10'4-ix W@M 1490166 WA !8A WA 131E mw* WA 949 117.0 WA 196E6t4 1TRIto iiwb MULLIONYWHI A.YIAYBE MINIMUM ANCHOR <A1aha6 O'U1s47.41TA•b[8 apet N: Taoln2 T iba 180o11a 16410 aloes senor. ems INN ImM4.. ,K' s1A166 ew1a. 1174.6 cAPAGiTYWHIG1111AVBEU9EQTo45iN.tFY 0 N87as E'h1".o.C.l QI401 14062 E19.5% ItT010c 1 166 20zD 3s 2f4o6s ABH Iea 5S0 ew is 1A 1-1060 1122x• 41N 1J271b/ 596100 ANCHOR CAPACITY T OPTIONS FR069'11fE rRIX3Ucr AMSSD 4 A"ONm Q14Qr 14h O.G.fOQ,INo.125'AIm.1Ftr,73 WA WA WA WA N1A A 1UA FDA WA WA WA 819 14300s ANCHOR CAPACITY TABLE. 2Nc31n @AZTban-QClF•SSb .bk 70004 X00" 280.0 700.6 47166 WA 280163 A 94002 719 6t51R 414Ih6 8662w BuI�P1Y6P47446 9WA IM WA IEA WA072Tux 06501 212016 •-{ i.odb' �••� Asn�al4al(h"b'�Ia,ID'� 7447E MTHE OF ET CLU'.USE TFIE SAtAE ANCHOR PATTERN AND R VALUF9 A9 T1iE 5TANMRLi CLIP. TABLE NOTMMI FIGURE S: FR3URE 2 FIGURE 3: FIGURE* FIGURE M F)GUREO; 1} S 1FOR INSTRUCTIONS ON USING T14E TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 11 J 1 • A 0 0 o s ® ® aLo • o TSP�R i'"i��TALkAT*T3:�f6DD8. � 2)auvEARWp��I�B�f"F�-_I�lU�L�L�GTFISANaroRaaENUJGw4aTNststuLowA1�. �`�:'' '•.3r • a • • • ® • • �•+:7g41i 4.000° 7 j No.88705 d)% LLN*,;o 6212 WON Gff�9 ISOT To SCILLE-FOR EXACT DIMENSIONS,SEE SI�T3Z1 T3-HOLM TOM ORtLLEO N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23•FIGURES SHOW FIGURES: FIGURER RG51RET SUGOESTED.APPRGXRWTEIIOLELOCATIONB. �•L7,'•,"` �� •;• !` e • • • g64jRAtES1j�NC SHA4.LCON RM ToAC1301SPECIFICATIONS,HOLLOW MDt6ROWFILLED 7•. TA'E \+,..`: • e 6 • 9CONOFs7EITLCGiCUNIT SHALL AST'CAO wODQSHALLBEPRf SIJttETREATEOYELLOW '•7ON- CIP•'1C9 . MbUTWERNPINpd4117�1�F ao BESa83-T6 AND LBEAMINIMUMOF.125'THION.STEt?L -� •r�Sn��-��C�• • • • STUD�TO f3[A p1 Ilt�lMIARgOE i{3 ANp�M16• {15 SAUGE).STRUCTURAL STEEL TO BE AT LEAST.T25"THICK � 17111 5 511 ANGLE L16P(FIr,LbtEs SM)MUST 8E USED IN PAIRS- • VO 9 T AL1.A*WW OdTC W E94 914.041 TE Al LEAST 3 SCREW THREADS BEYONQ THE MATO IAL#10& 11 X 4•X.125 A.LYNN Ua P.E. ••'q12 RIQCHORS tNTO+R8O61iIA.Y BE STEM-11e-B 3S DR 410 S.S. 16uLL5oN FL P,E116BT06 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t � TABLE TA MuIIonC T•61k �� Open 1Mr49I(�13116921<ilep•n61fg1fa8cf1e161 R�tpnttl«tw4 f+mirgfa6a°rol 11Dtn 100b d o ODM 0011 190111° 501- so in �� Aeak9aalr 11aPT46W BsaMOA� T0-0fiN ar Tmp�0Im0. 51Y Tffi;1n403. WaM�a909T 7rRRd�➢• 14eWsa911ar 'm2•T 9na. R 444et0+0>d4 LOad08 �� todne H 164x.676 Tnofts0• tWep feeero leeaw 'feuftnO Lot41t@ tautna 1444ep L0as1a Aktm.T1A4• t+o� Lo9a9g cooanp L4emg toe•m taaurtz 4a�+6 _ IN }}.... it fit MURIM I fill .11!11111 420 1749 1170 179-0 4S6 170.0 144 170.0 474 170-0 666 170.0 400 170.0 7!3 1TCo 619 170.0 1190 770.0 80.1 1780 121E 170-D �1 461n 1780 704 310.0 824 170.0 069 9MR 093 170-0 9� 170.0 830 176-0 1953 170.0 401 174.0 1718 1YD.0 877 170-0 1417 978.0 900 17b.0 1700 170-0 860 t740 19Q 170-0 064 10tH 2004 O 90.827 174.0 747 1N.0 b® 310.9 004 17410 081 770-0 1044 170.4 664 174.0 111• 176-0 724 170,0 1344 170.0,.147 170.0 UM 170.0 760 170.0 17W IrDA 765 100.0 1010 47oA 788 t46A 4019 fM10 fD Aw OiV 310-0 787 iN.6 BtX 170-0 066 1780 001 1700 ft* 170.0 744 170-0 1X76 170.0 403 two 1484 17" 457 170-0 1884 170.0 466 960.4 1700 IT0.0 1m1 597.1 1710 170.0 081 190.0 1749 17-00 809 � � V2 641. I= Bas 170.0 701 JTRO 1048 170.0 747 170.0 1040 "Ra 674 1780 1417 170.0 444 170.0 1604 170.0 108 146-0 Ia1P 178-0 1065 924.6 3419 770.8 1003 441.4 1413 1784 1083 na It{f9 170-0 1005 036/ 170.0 030 1700746 170.0 1110 704 039 170.4 1D4X t"A VA 170-0 1484 170-0 1016 164.7 1613 n0A 1470 U1.0 790. 11oA 11'4 1t7S 1642 986b 1166 106.7 1632 S41A 1167 00.1 1612 i67S 1147 � 48h 170,0 ara 170.0 749 170.0 1110 170.4 10.1 170-0 1564 1780 1002 160.4 141:0 MA ion 148.8 1472 166.6 1146 126-0 T47X 14M 9160 107.1 1472 1N.6 Ii60 4f.O iN2 140.0 5164 ORS 1472 140-0 I1N 7291 970.0 003 170.0 7078 176.9 t378 1740 1W9 160-0 13X0 10-02 ti0f 1520 1700 948-0 94tQ in9 4320 1372 1000 109.0 134 9244 1W9 10.0 9320 1170 tOM 74.4 Sa1p 1128 1615 60.0 1320 N2.8 1612 76M "AD 7127 M-0037 140-0 1164 149-0 1919 4263 1161 189-0 01M 1122 tIM 1X3.7 Wa 63.1 N4N 1166 1164 60.6 1184 1076 952 T4A tf41 47.0 4916 M.1 1104 03,1 827 1141 1161 425 476 T 7816 1449 1184 176.0 007 136-0 117-0 147.0 946 110.0 1124 1X48 937 {90,6 1124 9964 459 9A3 9124 106-0 914 016 1124 96.6 900 690. 1124 d0A e00 69.8 11X6 64.3 261 01.0 9ta4 0'62 073 POW 100.1 404 1116 760 941 64( 91,3 720 712 431 62M1 TZ4 67A 8K 75.3 712 00.1 ON 00.6 702 844 614 41.4 640 /6A 9!i 642 t7e 36A Oi4 66A 468 360 643 N.7 492 N ~ Nh 401 742 9476 063 742 7Y! 772 (L✓32 85A 742 673 041 64.7 7aZ N.6 851 404 742 04.1 OSL 41.0 149 460 514 67.1 T4X 9.8 89e M.6 T4Y 346 660 4TA 74X 37,8 644 1061n 82.0 466 BSA 630 421 630 63.0 601 74.7 OY• 48A 613 08.1 688 41A 006 046 064 87.3 396 31.3 680 3LX 442 741 606 2P.• ,q1 228 800 20'6 470. 19.6 600 24.P 780 S X& w v los 47.d 666 60.6 OP3 ffiO 866 49.6 316 412 ebb 42A N7 860 466 36.0 440 326 S6O 4L2 373 .70.4 340 3L6 467 7A.D 6$6 Tft A67 10A 465 24.3 440 140 448 22.4 F•' 1X017 ma 476 444 435 30.0 HMO 39.6 490 422 476 ri,T 496 9mb 476 39.0 414 34.8 N4 24.3 409 924 47B 216 464 70.0 476 27.1 IO.S 476 St.T 967 143 476 17.4 361 R a 14411alp 476 b,7 306 220 310 924 401 154 330 ta.5 297 t4a 570 na 264 ANCHOR CAPACIT7 a,D3USTMENT FORMUU4: tY�c TAB 7B ANCHOR CAP.•. .'\ AalaRor Table Mug {Dt�,)X�-14 CAP_ ^ANCHOR OAP.,e g 3.16.oma. t'0e61;Y3f FT MUU.Tt7N G4P.,e,,,a vresstm 9irrv" twaseoo 019611 612at9N se421W USETKSFORNIULATOOVAINTHE'ANCHOR bis AMY9N 37fTBWUt•ooe 1!4.OkolAMam ,� 3918'6i4ofAUaca1 1MBkolMeaem , , Ameba s<7sr iI= 8pt x10497 �,ACI'n'REQUtREWCORRESpNVOMTOAN AtlaD16tCApPtll6M• 1- t44� W �� ACTUAL PRESSURE REQUIREMENT FSR THE Ease dluoaelb. r 7•trC r z-I6a } alrr r z• >r.IsS 0pEWNG,WHEN IT IS LOWER THAW Ile MILLION CAPA017Y(FROINTHETABI.E)OF114ESELWI'63 42Ami•e f9A.7EMI0.0.C.1a1mdd091C4514 0`k- R iaup WA oma9l20m MlRL40N.RWILL YIELD A69I41N,UM ANCHOR, Aaatao e24S 6W.0.c.ratwma4l«omw7 C•16•az 700m roo9» 6wew u141cs 962a few te6 aao0u WA M WA 1366 ma Im" X2ab CAPAC7TYW"CH MAV BE USED TO WALIPY 9Aromn 01.1f1M1t txa.rBUMst9laa040e6 1419• 980M IIOOmI WA ADDITIONAL ANCHOR OnONSFROMTHE 4 @Ttairtt3A7tit27A r s 7e6m Tea awe. who 184800 Gams 19476 t0A i09W 7a80s I401I am= lf071b9 Ba61ls 14A ANOHORCAPAgTYTABI..E. 6Aaifas @9•MM.OA 11217x6 taepa! TIMMS "TO IPA p9 7140 2MIn Baine 6439x IOA 1t407b7 Its 9s I. 23 ms fORK Os Il2Tm � P801AUCTABVISBD 4 Aretws 4.15'tdk ai7.l1F1�7,1at0,»'A110.314• NIA N9s NA VA 06A WA MA WA 349 f>7 4904-00 Gam us awuP1yf08w0L 19e 4401364 2.V+or6r1•r8227 O.CIP•00p 330m 8990e 7900.4 700 ata W. N91 38064 IaA 51609 147-01 749 m9 IB706 440 f1 g1014i65 ' ,.Qarjl .63 dMOhele749 t.W fes O.oY 1>k 48011s room WA 19 VA N1n St4 ma Nil IW W --y .tA82` �•-- "-°'{ 7.000' �-- PAS tib NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR FAT7ERN ANDANCHCR YALUES AB THE STANDARD 17L1P. Sy TA13L£N171E3: 1 t I I 1 f I I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR NF08MAT(OM FIGURE t: FiGURE2: FSGtIRE& FIGURE 4: FIGURE& FIGURES O�LDA61Nft.8EE6HEET32-AFORGENERALIISTALLATIONVFTHODS11,P�/ 4f • • • • • • • • a • • • •,•v oin �•t • o • •• 3)i•IN�P ii""ii•OR9E"BEN•NNE:ENGTHSANOCROPE.NNOWIDTHSISAUAWABLE }e��•'ytGFIdSC s • ° Mi1LLW /�dD y@w y1414�CL1g9 ARL•NOT 70 SCALE FOR E%AGT DtMEN3K)NS OU 4.004 .507116 3) r ° ° • • + • 6N4f9i•�. TO DR '((►►��EEF�ELDFOLLOWINdDIkENSIONALREBTRICCitkIS SHOWN ON SHEEfS 2123.FRIG S Ot41AGOESTED.APPROXMIATE HOLE LOCA710N8. FIGURE6: FIGURES: FiGURE7: 41BMMSTRATES:CONCRBTESHAL'-OMFORMTOACI301SPEOIFi0ATMS.W%=WAt� ` i rOy6 :•uu e w e • LITIM, CRETE13LOM LKIT(CUU)SHALLCONFORM To ASTMC410.WOOD$HALi Be YEHEiIl4P@4EK?IHAN5GgF0.9&ALUNiNUMSF1AltBED BE �p(IMl�.4 126" Ck S-*EL�TU65 TO SEA t.Nm"MI GRADE 33 ANO 046" 373 S7T6' �- _Sj 7jj. AAtA1-$ATF.EIvTS T .926°THICK AND A36.ALLAN CHORS 1.K q•X.376 1•Q�L� 1 A.LwNIV1foULL c,P.E. © • • 6 MGL£Cf IP{FlGLIRHS 580)MUST 8E USED IN PAM. •• INTO 3TAL 9 HALL WrEN 4T ST 3 T BEYOND THE MPTEPUAL 739061712 7•A1ULUON FL P.9-256765 •••�CfR R3 KTO VMMD MAN BE STEEI• S Qff410&S. • •• •• • • • •• •• ••• • • • ••• • • FLV,8A � a pLW>fonCa ae 7•tlb elv (w pSnnUprn17o!s)1tTDpbn$ti3H (fa elxinIIm116n66} loin gain •ala 1661.0 1201n 1101n p tl mmeRa 10M m6 � TiaplOirg. eml�d•1Er 9 N9t4a 1lgllrflg0, k 4 9um T� Sia Lom" furans L446ta L"ft LA-ba Loft 1.0ean0 Load"" 644�n0 Lgdlq Laa.10 �}SiIB LL Is Tube mull It I I a1111 >� 1 � a ,� as 1 a a � 111 11 11 11 1 11 i $ 1 iT0.9i 1786 170.8 61{ f61B f700 f76.0 621 9215 170,0 829 170.0 496 170.0 794 110.0 474 7t0A 1ffi6 170.1 680 ROA 0n 1740 519 ROA 111E 170.0 0 11: 11 1111 11 11 n 11 1 170.0 1410 R0.0 621 170.0 1468 110.0 � � rn 1816 176.0 101 170.5 024 170.0 660 .t7b.0`8M 179.0 062 .70D 630 •170.0 1133 170.0 669 176.0 14?!6 1709 477 1TOA 19R 170.0 680 109•$ 1846 tik0 d80 i82T fold 1N,0 68D t{a.1 1816 S >Y 806261q 47DA N7 176.6 1185 170.0 086 170.0;93t 770.0 taN 174.0 886 1'16.8 Y7f6S 80.0 178 170.0 1345 170.0 147 167.0 7166 •470.0 786 i3a4 146$ -170.0b 70.0A 57D.0 711 5700 1i/2 170.0 968 1765 68f 1160a M1TOA 7861760 Y216 RaA 843 1611 1870 179 897 109.0 1076 110.0 196 7a1a 4170 170.0 6b1 1048 1376 110.0 661 619 1�6 178.0 661 WI8 170.0 886 17DA 761 716.0 1063 178.0'787 1WA 1966 170.0 618 •180.0 1155 IWA IN 123A 1166 1WA 910 1133 1Ib6 146.0 842 02.1 1380 1MA WS 11.4 1186 194.0 868 899 tt61 fH.6 006 z 83M 1708 $80 It1A 746 700.1 1061 I7IIA 860 487.2 1031 166.9 892 •1741 3061 342.0 646 106,1 (861 tvA 631 46.1 1051 7iEC7 896 80.1 1084 119.8 an 6E8 7661 N0.9 471 608 1653 130.1 631 h 1R.1 881 wa- 700 1843 061 131E 606 110.4 061 134.0 100 104.4 667 1214 777 009 467 112.0 761 OS6 $$J 106.0 789 689 Ob'T 100.0 764 60.1 047 00.0 798 flN 196.7 844 1802 W S972 609 116.2 63OW 804 101.8 874 669 806 01.4 n 11.6 101 i6l 668 NA 601 me 643 439 804 7tS 631 469 901 MA 820 443 1D4 69.8 825 10, [0@.4 772 114.1 630 Pf3 123 47.2 616 762 772 06.3 806 WA 711 71.7 !08 60.4 7ffi 70.3 066 667 T2L 889 660 464 172 605 810 30.1 711 06,1 !x6 362 771 862 164 !If Q C 78W 7012 688 1060 660 664 866 89.5, 636 773 666 769 617 'E33 615 70.5 686 66.2 864 6416 660 5" am OdI 686 422 610 61.0 W3 35Z 838 81.1 647 319 685 697 686 jLn x r O O pfrt 689 6Nr 60.b 467 640 616 a70 dN 47f Qtb MI 441 41.2 615 467 434 36,$ 816 409 428 359 big 31.4 471 tial bis Yit 418 28.6 516 869 407 $O.d 813 70.1 401 0118 54A01110.6 409 463 436 41.1• 9$7 369 186 HA 501 •.09.4 9169 58.9 303 902 AIR 88.8 370 273 403 30.4 374 2B 464 =0 368 469 488 293 S$0 RA 453 720 800 � M 10890 96,1 Sgt 90,0 323 3fA 366 3x6 3fd 213 398 289 313 23.6 360 763 4N 112 .966 93.7 969 19.1 8[iB 289 300 159 $f0 160 709 Q 111 h Al 338 369 308 40.3 3M 3df 361 26.1 836 2d1 F?m• 12.0 030 27.3 701 19.6 386 20.0 960 175 336 70.1 288 Q 1266 27.8 285 249 269 252 200 239 260 119 208 759 268 179 7teD 162 263 16.9 200 4E,4 249 d. •- _ (� 144 In 1&1 201 16.3 186 ANCHRCApACRyADJUSTMENT Fla RMI31.A1 -s _ TABLE 11 tC c bbM•ICFWRCAP-..,mac}.APICHIQNA4f- Rima GM7 Fle0Cfat u•m IDF;,,}xt MULLPQN C.AP.,,,,„.. y1B 11m Ima4oa f74'15coUxxm W4'6000 3719•!x8 yr 98tico 86n 5tbd 612171eet yt28fea1 A6tt1O717ptr 9MgEkolx•imf V46niou65t0?I Aypeittiur umeim Awa spwtas)3e1.7tc1� 9eterli31l USE'itUSFORSrtULAT00B1'A,RITT4Ft&7AIOFIOFz Aneh77rC6FF5i18meE S4te' 7 098• a6d 0 OAPAGITYRIMS IMRREQQUIF9EMWFORTM I ateica '1' 2,.4? y 2_17$ S1A' vl 2.172 f• 2-tit' 2,' taw` aar 7sry tar,c r i•V4• 1-ur faN' 1•vr 't-'ua` *fes' � � �44z7a No OPENING,WHO tr1SLOWER 7!-WNTHE MULLION 0.976'Orkocralasaba t IA 46D 590 1614.7 met WMA WA !tA !4)201 6afloa ni4a9 GAPArITY IFROM THE TABLE)OFTHE SELECTED dAlYttott 1115-w l.C.1B14iA01tlI03 ZF 06P9q 70x68 9/A tYA WA RIA 4Atttdt4908'idh.414.i�8746A1g6 7¢iO SF 3.07:156 7801E 940E8 X.- 180691 0 7a NfA 190ttn 7M IDS 4MIm Io L9261 .886x6 11� C{1 PAC1'7'/YdNICH MAK IT WILL YBE USED 7O QUALIFY W 4AOG6m9@O.d4'6M 61.'t.ftl•G4p,Im0.12 Ataf6$'{L 4j WA WA WA WA MM WA NSA PYA PYA WA N8f NM WA 4490 tAaC1077 yAy B) tOSW 14666 Ohm 4aa 0E 8291W Sf4m 149 b6. 117" 078106 1$T Rt $S79a wA 91tm 4/2M fl90x1 ANCHOR CAPACITY TABLE. ONB FR47M'73 P191JOl1GT RBV186O 2Arq>,f08t18 faa O.GJ 94614 9978 WA IYl1 311.0 lm tib NGA f4A 34N WA 11 Cemp3y4ywl0f 444 Fl1xtde NOTE FOR THE OFFSETOUP,USE THE 6.0846 ANCHOR PATTRJ9N AND AN0 OR VALUES AS THE STANDARD CLIP. a617dingCafe wp-621$•493 A666F761wt90 . 8a' imOa o10�t FIG E1: FlOU 2: T/1BLENOTES: ® 1 f SFS 6P4EE1.1 FOR INSTRUCUDNS ON USWG THE TABLES AND SK&--T 25 FOR INFORMATION Miet� 1 y 1 I ftI t J l 0 ON LOADING.SEE SHELTS 24 FOR GENERAL INSTALLATION MUMI)S. ` N j6EAnE%OLVCN/ETY/30EN41 0 i •IgGTNBANDJOROPENNIGWIDTHSISALLOWABIE FI 3NOT To WALE.FOR VACT �J�Ul3.tC�l D 99.1!°89}iOYINTFt6®FfELO FOLLOWING DIMEN9K)� TR(GTtDNS _ i1 S 8- �TIMNS.WE �1��0• Ma.53(145 - BCUPE7U6ED ajOWN't H 42. I U U6t3E8TFD.APP74O)[9iWT6t10LELOt;ATLONB. 385° IN PAIRS qi BUBSTRATFB:CONCRETE SHALL CANFORM 70 AEI ZM SPECIFICATIONS,F{gLLOW AND - O.i'•, Lf Ll®:-"T, � GROUT 00.1 EO i�NCRETE 96ACK UNff(OA4U}8F1ALL t�NFORM TO ASTM CSO.WC04 811N L l 5 1 t 0 F1G1NiEk FIGLFiE& FIGURES �E FATED YELLOW SOUTHERN PINE WITH AN SG OF 8.60,ALUMINUM SHALL. {j'``,,� BE MIN 34OF.126'7WK.STSW-STUDSTO3EALU MUMGRADE33ANC1 i �{1 Vd'YFIA�UL6L(ON) N ,� ••�G4{UR9 x{19 rR CTU 6g7EE1?Q BE AT LEAST.BADS SEYONDA38 ALL Nf� gjTET>C REWTHREADSBEYONDIHE9AATERIAL ALf1T41sLP,E. �„ • i31084t8�ANCHORB•1 W D AYB� 6.6.OR4%,SS. FLP-"58706 ••• • • • ••• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • / I L15 9A h imieDeO Table L''�� Ope1Na Yp191tk(fD79Q71roetliDQnl m0iom)•rOp1Q3 Hi iri(bTa�mrde QWSQm1 yytt yy w !pin EOb TOh cold fain toots !lith lab) M)* 1p O 1.2II xS1II act.�mrar T»Yittsq• p9ohpwlr Trip'YAaq. 19wiYwlY7 1pAfti92i. 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TABLE NOTES 1}SEE stET1FORINSTRUI;TIONBONUSING THE TABIFSAND 6Ff� Rfd SHEET si ON LOAmo.SEE SHEETS 2-4 FOR GHNEPAL INSTALLATION METHOD. t 1 f ••2'1.I��NT�RP�LA��8E1�Hffi1I:ULlc�ENOTHSAND/OROPENVN^�WIDTHBISALLOWABLB. ``��i�W.(LYNN F41�!''��i FIGURH3• 325&' : :P'•��S:flNSE••(,p �: AHOt£ •3)MULI�9 Aq{Ts fi A ARE NOT TO SCALE.FOR E7(ACT OIMal81DNS•SEE y,.•• iC CLIP MUST5�-2� 0" D 0. iN7i1E FIELD FCLLW1rytlO DItINSiANALRESI'RICi'SONS •r': NO. 50.705 8 USED ••SHt}1YNItiN sHaEis a+-� �VV SUGGESTED.APaRoxHSwTE HOLE LocdlTwNS. _ •, iN PAIRS. 418U8STRATES:OoNCRETE SHALL CONFORM TO ACI V1 SPEOUVATIOM,HOLLOW AND 100' 4ROUT-FH.LEO CONCREf€BLOCK UNIT(CMU)SHALL CCNFORtd TO AMM C-90-*001)SHALL •'•. �_,,qJ � �t FIGURE 4 FIC?44RE 5' FIGURES; E99 TREATED Yp.LO1M SPINERNpwEwrrHAt4$GCFO.P.ALumwumsAuBE H -- •^-{ '-' 1A 1'C$$ ,U.;••f'6 A AM0�A Q1�CiF.10tai STUDS TO BE AMNIMUM GRADE 33 ANDEAT LEWA-V THICK AND A30.XL T 3Iacr&V7HAEA06SEYONDTHEMATERIAL MULLION '',;$S'(UN��t•Fti•'� i190#1Z'ANCHOl6S�I M WOW MAY OR SIEEI.18.8 Se"p-410"' A.�.Y1+81,E fL69 P.E ••• • • • ••• • FL P.E.9e 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10A -- IBAIIOrt C•D•dfY Tom Ppe) ��a BpeNrtOW[dihON Smile 80610p4)orOpan16sW4P1 } � 64N win To 60k py, VPm 140N �� y Rsfanddn Toord hO PA*tWWir 17!@01ae4• 160IUWltr ThplfDrnO. 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A68t 4 MTA Nd1 NM WA 1141 WA WA 1771 1170 HfA WA WA 1ArclIYt F•Cdp 'Bbm 8081a 11ab• 411.4 ea t0 131:9» 1m 3L vfml 379163 187166 Am a4141p 0-620 fi64186 ANOHORCAPPACITYTAM-M �72pM THE PRODUCT IfViM IIW'11;8 2AOC6of0• 116' Cllr 28013 8600Y 8YA WA NLS 18087! YUA 040 t@A mtwmpWre 1250° mixat9m4 fpjp�i FLGUREi: F{GURE TABLENOTES: •{)QE1=SH$ET I FOR WS•fRWMNS ON USINO THE TA8LE8 ANA SHEET 26 FOR U OWAA7ION 6y •1'7 ' ON LOADINCh.SEE SHEET@ 2-R FOR GENERAL INSTALLATION MAMOds^ 91 S 11 1 f 7 r 1 A4,( e• ••• N tlL3.%ENGTNS ANW,,R CFE",,WIDTHS IS ALLOWABLE. .`,\•C:;nlGLNSg ��J�� 2)LINEAtiai`i Mi .> FIGURE 3: ••3 MULM AND NP RAWN4OLIS'i9iSiro t+RE NOT TO SCAi.E.FOR EXACT OM ENSIONS,SEE 32168' ,c ANGLE FST NQ E9R0 DROJEO IN Tie Fon FOLLOWING D4AENSIONAL RESTRICTIONS Nn. itS'105 ® $E1p •• NOQGRdN8F644TS2f-l3 FICJ4JRBB°140W5W.S!TED.APPRO)OMATEHOLELOCA'EON8, f U1 PAM USM I - i)SU6STRATE3 CONCRETES MALL CONFORM TOAC1307SPECIFtCATtONS.HOLLOWf�i4 -'t7Tf GROUP-FULLED CONCRETE BLOM UNIT IGMU)SHALL OONFOF3Yf TO 0-5 1 GAO W13OD SHALL j� PINE WITH PN SG OF 0.55.ALUMINUM SHALL BE _3• t��''•, s FILURL4: FIGLJRE6.1 FIGURED • •gpRE$SURLTREJtTEDYELLOW9Q)177 .., LOr7l0+�•' �a • 6M.TBANDQEAMN'NMOAt OF.1Qp`Iy�C1{rSC�ELSYUDSTOBEAMINIMUMCiHADE39AND `,�StQ�Q) nf...4��;�• • LL TK (}g�}41JQq.gTRL{GTLWAL97F1'I�BEATLEPST.52STWOKANOA36.A&T J� t TE f 125`0 MILLION 820 tt e G OFISINTO T SPWLL•ExTEl10ATaFJliT38CREWTHRE4[}BBEYtNNdD t1UWON A.L�'NwIMILR.P.E. ® ••• i! #i2ANCHB � � •18•B3.S.OR410SS FLP.EUSS705 MgYWQ ••• • • • • ••• • • • •• e• • • • •• •• e•e • e e see 0 e 4 rA5LE 11A 901 ctwel TahleOb►Rts1 &MIgo*i_ in- L -jIi FA a t4►h ftoh Ma N10 70a wa 4a too?aQ- y: ft•lani Towson Rntg*u T4gRA5.1p. 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X O 10810 017 777 810 676 845 777 70.7 716 61.7 771 6.3 874 5tA 771 04.9 5,1041467 771 A10 660 4" 771 44.0 W 743 771 318 ►411 73.1 711 753 421 %.i IN 3E.4 012 M 114M 7bi 730 D2 661 63.1 7� 65.1 000 44.1 790 N.S 610 43 730 0.8 631 411 no 4€11 622 373 7b 41.1 6U 316 770 750 600 779 733 343 boa 43.7 730 203 081 X � t81a 641 am 5tI 58 462 021 6U 500 473 911 412 BSI A 811 393 S4/ 3LB !S4 $$ve 977 N.E 81d 322 637 269 886 01.1 bY9 !L4 024 941.1 SP3 057 610 1016 Ni tXr! U7 146 Po X.? 433 M.1 440 249 493 794 385 413 457 Ka 306 21.7 493 !741 386 193 tl1 409 381 17.7 435 to 2 318 D. ANCHORCAPACITYADJUSTMENT FORMULA: D '� T T 18 hsrcr dry TrW9 FSrdCIlt1 V7wwd MWI DP_ X rANCHOR CAP.,,,- mANOHOR CAP.- how a90�ta SAIQR. MULLION CAP.,,,.,o. tR'satx Yt8'FItE t7C7498100 •IE80M 0f41N0ai rifffla A1Wlar'I}prc y18't3toDA7aa7 v4'Eicobinwrt uRoo stselolHDum v4•fdcOVO4[OOtt 417 tem At07 ta7 t0c0a(Oa} oet07rp� USETMISPORGIULATOOSTA04TF4E•ANCHObI AnchbrC657Pstd6117i r s4at r 2:•sra 2' 9.17•' r aA9' ED4' 41110 CAPACITYREQUI�'CORRESPCrNDM1OToAN CU1mt4 1' 2'•172 1• 2JVA' 8-116' 5ea0mt t m ros 4u9a 7•p r aays laEstsr Iaw 44 OPNtNNG.WHENrr OWERTRANTHEMAUON vearn@4s6 fano. 3s17Edaaa , a •t aaosn 4 a aAm•m Lm'tmac-re111a•d16r �®s 109m 1179 WA N04 Nu eSDm Nov t4M Nm tMA HG tm4dr eases 119o7a MULLION.CAPACITYIT WILL I LYITHETA MINMUMANCLF)OF THE SELECTED JARDmNSY•.O.C7 4169 Clpti 7$O iDt Taub 4BD E8 70(LNA 110e®I b10M 0@Im NN 7HEe4 9k NOar 'Mffim 68R�m 1P�m CAPAL WHICM 6�AA�Y BE�US£D QQUJ>� 4A60Maa�Ob4'RPo:D.G7.4rbp.6d0.fOCAtOM1 N 1041 OR NK ILIA 8141 WA tHlt wilt 749 lamtart Ftrp 3} to6•s tOSm ^.16 4ab lal m t411m 5410 Ds 101.3 310N0 I" 337 47S 1,F 110561 24im 0116116 ADDITtONA3.ANCHOR OPTIONS FROM THE 2t0Yta+7a 1.fawaLo.CtF tMta Iia•t N7A 7W tarA Nu. 511066 WA tut to Ns4 00t6as 4a25m 6mm ANCftORCAPACTTYTAI3L£. aaistA3�+s`* i69ePkt,54l 38Adin$COta 1.260 AcKgsmltaNP unplLt$.o IIgi Dam ov Ft 1: FIGURE 2: TABLE NCTE9: Ij SEE SHEET I FOR MIBTRUCTIONS ON UMG THE TASLES AND SMEET25 FOR INFOR1AAT10N Pn9delci ON LMING,SIS SHEET82.4 FOR GENERAL INSTALLATION METHODS, 4 7111 t l 7 7 •21 LI&WgRpg{p'g(964 BEtevEle4 MURfENQTH&ANDlOR OPENING WiDTH318 pLLCNYA81£. FIGURE 3: ANGLE ••3B)tSMEUELi543Y?130•WH0�M1EwS4iiOY&LIDP&pVAitd RE NOT TO SCALE.FOR F1EIFOLOWW6DM6ANGS7IODNOAAfFR663ESI0TTR49IC,TSiE0EN3 V'r• Np75 ® ® BUMUS SED T ••SNC14 11OH 73118E►6 2136.F3GYR£S SHDV £STED.APPROx1MATB HOLE LOCATiON8 W PAIRS. 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECWICAT43N8.HOLLOW AND ` fl' GROUT-FILLED CONCRETE BLOCK UNIT(G1STU)SMALL CONFORTA TO ASTM C-91 WOOD SHALL ^"i} •, ;'TnYo r .'?U FIGURE4: F7Gta1Eb: FIGURER: 3SWttDR��E TREA YELLOW SO HERNPINEWITHANSOCF0.S5.ALUMI LN SHALL B£ '�'•' CUIttG, . 0 • �E� -Q � RtIOF.10�' STUDS TO 6£AMINMMGWtDE33AND _�.• ',fit Sl;,.., h-•:1�, ;. • 04CTHICK{1f S CTU SS ;. "LEASTA2eTHICK ANOA36.ALL trS v ® ( • ANViORdJNaOMk7AatSMpLLiXT9I1"T 3SCREWTHREADSBEYONOTHEMATERIAL. P.E 7 7� • $1110*12 ANCHOAS OTO WOOD MAY Q SWEIa 9.5 S.S.OR 410 S.S. 7.216'X 394'%.625' �a LAN 4713LL�P:. ••• • • 0 000 • #BILLION Fi-P'E.060706 0:0•• • • • • ••• • • • • • • • • • • as • • •• •• • • • •• •• o•• • o 0 0•• • • TABLE 12A pplWanCa 7bON a7wnn�1A5tib 7rortlPUy Dp17tf8or4Jw 1P•nbpHBHIfNR11'faBizul• mt�on) m 404 i1 13Bm 14Dk t60b iiif�� 60In bon ', 79k /Oh bola 188074119479 •'1 6EbW 1..4dup9 1.60•p10a x,24X.26 W.dlr9IN 4r I0FPo6 1w'1rH f 477ad1• 1�+0 Laadn9 t.0{ba9 W." 14{67Y Wang WOOD WOOD Alum.Tube '"MoD � � � � , ,,F0, 1111 - 1 0 11 I= d7ti rraD 623 fiAb 44 1700. 741 ROA I" 170.0 800 Ina 006 170.0 997 5700. 6!D RAD lite 7790. 021 170.9 120 1700. T 48h ttO.D 700 770.0 644 R00 BOD 1700. 80) 5760. 9114 f7dA 890 170.0 1133 170A Wil 470.0 1'176 11R• 017 7YD.0 1417 1749 680 470.0. 1780 IT0.0 7180 4700. 1113 7700. 400 470.9 Y+f67 tt•A i�8 > N O fi0.818b VCA 747 1180. !6] 4700. @4b 174.4.611 iTAb 4056 770.0 EB4 179.0 t19b 170.0 1xJ R8.8 7348 1760 747 170.0 1494 1700. 746 i7bA 1191 RDA 704 f70.d fYOA 7bB 970.0 x361 t70,0 ibs m M►r 370.0 '1W 170.0 642 1700. 936 RAO 6N 170.6 7N6 570.9 774 770.6 Ixfb 170.0 bW 1780 1434 1700. 627 1700. is91. 1760 b6B 770.0 2913 4700. 01 1700. 4831 ft@0 861 1700. 7AW ROA �1 0010 170.4 663 1770. 791 fi6A 1W3 I7AP 797 110.0 7249 7700. Ms 3?DA 14R 1786 911 RAD t6W 1760 6671 IVA 1771 MC 1033 RDD x190 170.0. 31� 770.9 20.0 N0.0 11.3 415.9 x019 570.0 t063 � tG 611n 1700. 980tTBA 748 170.0 SNB 3700,1h0 170.0 131p 1700. 010 179.6 f�8 170.0 4018 1700. t97J j70A 1079 Ing 140 1709 1191 7700.W719.0, 110.0 1d6A 7583 110,0 itTt 140.6 3033 rin6 irlt Din 1700. 874'470.0 769 170.8 1769 170.8 903 ROA 1344 170.0 1002 170.0 1668 370.0 1096 174.0 1761 7700. 110 170.0 1918 1700. txi0 1790. 27J6 Ina 1278 1619 3197 ROA 1366 1228 2SSI 7YPA 1x•3 T2k 1760 tib Ina 878 170.0 5x78 178.0 I= 1700. 14477 470-0 1129 9700. 1704 f70A 1924 176* 984$ 4799 lS16 179.0 2425 110.8 1307 1480. 2101 170.9 109 1740. 7174 170.9 14'79 1082 2764 770.0 1630 70Ot RdA 7112 170.0 937 174-0 1316 370.11 1080 770.4 1180 170.0 1�D 7700. 1191 170.0 307x i0F1 7969 Ina, 1121 t40.6, 1984 170.4 1606 7438 M 16f5 ibis iDLt 1689 16ib 106 029 tW6 475x7 telt � Y � 30 7491 1760 1167 170.9 f� 7700. 1391 Mo 3116 1'160. 37tH R6O 170.4 170A 1643 ROA 1389 162.7 116! 1709 MR WA 100.183.1 1660 111.6 1063 1473 1475 46R 146! 16IA 7489 069 1062 1" im Om l76D 4328 RDA NM 140.1 1399 161.9 f3f9 f27A 1393 736.6 jilts /9i.b 1391 137.3 1178 98.4 1796 /192 1'103 890. 1395. t6Lb 1147 74A $10 89.8 112}. 63.8 1�0 637 110b 4`36 7346 x69 3097 z 7755 Asia 147.4 1229 tete Im 727.9 1729 527./ 1478 1043 1220 1712 1461 1x40 M.9 1M4 68.9 7'779 89.0 1=0 73.7 7339 N.1 1916 61.5 1?2B 121 903 �.7 18M 66,9 9Tf 4&1 riJB 4331 {73 10tH 109.b 4771 {9168 Bf7 68.3 $71 $46 40 760 611 712 849 467 171 6b.4 487 fi7S 011 819 836 61.3 921 ebb btb 431 971 490.. 710 10.9 911 440 78x 624 914 40b 717 X 11(k OR 974 913 W2 79.8 7139 910.' b16 61.{ 116 70.8 836 t8 439 791 93.0 019 86.7 791 47.7 919 81.6 774 347 939 460 786 261 849 4d,2 742 70.0 919 23A 739 � fo16 78.8 iD6 736 718 429 103 84.8 'His 66.9 7716 66.8 890 47.2 7N 40A 708 410. 786 410. 077 67.7 764 48b 77,6 70 740. 943 "J 788 SL9 bd1 x5.0 166 Bd+1 871 144h 4S7 blb dl] 684 760. 849 37.8 496 512 609 31.8 197 373 fits x0.2 169 MIA •UB Sb3 470 2f.a 6E9 099 474 562 646 19.6 461 t6A bllf 579 d86 47.7 846 169 416 �^,y.'' A9ICHORCAPACITYADJUSTMENTFORMIJLAc Q.' •tY TA9SE 128 ,PNCHO� RCGP-.,,.....1.ANbHOR CAP,_ -i rL'8 T8b16 cuu p i4a4at IDP„)X J a cove" ? tt3a Iu91ttlOkCAP.e.o 7r7speefpOWN Cacm vrexou9acon vPbsE39 77t6•Ek0 w•11s13e• 91DNt46 0126Wv1 45281OE1 USETHISFDRMLA.ATOOBTAINTHE ANCHOR A719ttorCl�Potkml AnenorTypc 6H6'1Je015sCp7 veIX9<rtIt3W41 ftw A9Y4E31� 1781xm ASQteGalt9 aa'M4r I OW CAPACITY REQU9W CORRESPONDING TO AN FA96D4wc96n S• 297 1• 2 3 P zirr r 2V+2 r Elifar r Doe' Whits ACTUAL PRESSURE MWIREMFMFORTHE tm4a90us cafe 1,1'r Carr 1 r t-9r H7fr 14M' 3-ur /•w• 1•ur i los OPENwe,WHEN IT IS LOWER TWN THE MULLION x yM, , er O�p79 167,! so xg 9n ao. t •1 280 W6 .1 won J CAPACITY(FROM THE TAME)Of THE BELE-CTED 4A7YnP7 28B'SR1 O.f i.lBlb70wd OmOIyC 211987 YAo4 71Bp (66N NOs t6 7R4 b1 HAA 6407Be Nu l•Stlb WA 6m n6 1Y16 10r1<88 18J7 t{ !'M60mo- 84L1LL10N.RW1LLYfELDAMBdIMIR�+I ANCHOR bA7Clgli®jn^xth oArelewnl a*6e0c 4 SSP.B 66 1946 t• WA N06 TA9•e Nu 799 ms 107 H01 CAPA01}Y WHICH AAAY BE USED TO OUALIFY 4799hx{ Mira OA.1 06 M0k 0$ri1{F11.3): 588 mO bS 3499 j08pIN HA 79060 7i.lh 8000" no an 80.2813 663.6 21bf ADDITIONAL ANCHOR DPTlf3H5 FROM THE 7L107ta n01 540.6 t172d v7P 0B 7196_ 4[422.106 7327 '�. ANCHORGYPACfPf7ABLE 4AfrOm TLk..O.C.I 9r6A L`0{79498t 1 1• 1770b 102810! 260 x8t4M 014077470'7 1tGY)8� J AAeO•R9 L7QMLi00.19 ,I4fB.72SM1A. NTA NA 1710. NIA 180. NU NIf. WA w0. N/A IYA 22 .0 SAMn011 064.39a.6RfLLdp,Ml0.g6'Al06t A' b NIA Wl1 729. NEA (90. Iipl WA 1194 WA N!0. tYA IE7A mgmPlYat6sri*ta60 f1f611fI* BW14inb�� 1�P'CJ�t .� 2A17g7a{38 f4IR QCJF'QO Oj 8@.O 37066 3 103 T 9C 73241 HEA 839 e9 N67 SEOtltl NJA 4007 100. $411`1 7!AOC YMIn.O.C1F j0k 441143 b16100 178164 918 NSA NIA b60.0 NEA bS INA 190. NOTE FORTHE OFFSET CUP,USE THE SAMANCHOR PATTERN AND ANCHOR VALUINI AS THE STPNDARD CUP. ! •"e BEd VALUES ARE USED IN THE 7�CAlAPLE ON SHEEP 24- ++",� 2.00G 7�Afs[8 fxwRE 7: FIGURE 2: FIGURE 8: FIGURE 4: • Tf� E-Num: 111111 t 1 f f I, o OEQ • • • 1)SEE SHW 1 T (nUSMS MgPAME6 AWDdIHEET 25 FOR INFORMATION ON LOADING.BEE6HEEIS2 4FORDEHERALLM!)4A TIONM • ..r GUREs . • 2)LM1EARU4mMUlONl3E•�N4NI ILL:M*;T* •�M'NGWMTHS'SALLOWABLE 4.000' .:'". Nv.:iL705 ^ FIGURES" •• ••• •• • • • • • • 3)MI LLM AND MULLION CUP15 SHOWN ARE HOT TO S AL ?OR EXACT DIMENSIONS,SEE SHP fB 21.25.)50168 7D DE DRILLED W A' f M El m o Tf Je FIELD FDLLOWHIG D)MFNSIONAL RESTRICTIONS SHOWN ON SHEETS 25.23 FIGURES SF W 3LXGRESTEA,APPRDXtMATE 7tOLE LL • LOCATIONS � F OF .S/: f1_•,�,:�1 CIPI I TIONS.1-MLIDWANO GROUT-Flit CONCRETEB)OCIUNR �.fi5�•ti FiGUFtE7: FIGURER FlWRE9 FIGURE AHGLECLP 4)SUBSTRA5ES1F1N tE CdN ,1A1CI E EATEOYELIOWSOUTHERNPlNEWITHANSROFO'SS' x^X14r.X 6flitUCN '�,`S/C)Illji �`; IE {0{dUyStlJUl009lFOR%TOAST h� •• �SfUgSTO8EAMiNiM MGRAD633AND.owTH=(18 1`• (FIGUR�CS 638} At UMtkUM SHALL 8E 806&T6lNL1t8E M D QF 9 S PAOtS. GAL104STITURALtffiZLTOBEAR4B95T.IWTHI D ANCHORSINiONOcTALBfiAkl IXTfsNDATLCABT9sCREYt A. FLP.E.D657050® TtiREADSBOMTHL' WTSIAL.55143501MNCHCR9ifii'tiWOW YBESTEEL,j8-BS.S.OR4103.9. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• o•• • 0 0 ••• o • TABLE 13A rig m4Atl4n TaIN• x YdidHS wi0crxyap67Wnprtitll9>nsjoT +iflnp Id it@d Qa�9r11) � 1[416 120h 5106 10@19 SDt» so N 7010 1108 odN iia4•ap622 Tr■6ra1■n@ IrmeUapYv TttOl70■00- Re■I•�R1 ee8• C KNOXVIOU Iwdtg We6r0• ,to •s�70 u," Emote Le7d■➢ lada7 taad4+e 190.060. x 4 x Aa L-a"" la•b04 1 L•a189 Iawdro t.6M6@ LO■Ikm L L OFi T,1010i 426 170.4 920 •460 4ss 170D 7R4 11760 470 170.@ 966 1'70.0 1D5 l76D 902 tt30 019 1709 {416 1769 til i79D 1216 1709 921 1760 u$0. 170,0 621 17@9 17% 1109 621 1760 1 4709 OYi 45N 1709 706 110.0 Gla 5roA 060 17114 681 170.0 ORt 1M.0 639 7799 1105 170.4 061 1799 1239 1709 077 170..0 1417 1760 000 176.0 17@0 170.0 OEO 1roA 74l0 17419 604 570.0 � 1760 099 � � � QD.8S68 170.0 MA TR7 U3 1799 840 1709 �1 1m0 I= 0 Ito$770.0 614 l". VU 723 !7%41 1716 1769 747 176.9 im4 S7Q9 769 170.@ 1785 170.0 764 170.0 8602 170.0 t!d 17iL0 2380 1199 708 � � � 6lN 710.41 187 i%D 0st L7Q0 960 170.0 641 170.0 1110 170.0 7K 1789 7276 1709 0'03 1700 1434 178.0 657 3730 1194 11'30 000 47@9 4440 1749 187 i70.D 2231 170.0 061 170.9 ?e0D 1760 061 F 10h 170.0 685 {70.b 761 1709 1094 f70.D 707 1709 4844 17119 678 170.4 1477 t7DA 814 170.0 1904 170.6 108 1709 1771 1709 1W3 1709 2125 770.@ 1044 4749 209 1709 i@e2 '170.@ t70D 104} 6aN 1700 939 1709 746 1109 1110 1769 Q0. '1136 1902 1'7@9 410 1760 1'100 1760 1916 1739 1073 170.0 787b 17419 1069 1160 1172 176@ 2271 77D,9 1iM 17DA 2906 t7U.9 irit 1749 20.76 4760 4171 � � � 008 1709 074 17611 708 1TQ0 1!0@ 170.0 913 170.0 1961 1739 1602 7760 1!10.9 7760 5019 1709 1784 170.0 1106 1AA 1910 17@.4 1219 1760 2786 1709 14177 1749 Tl2i 9709 1200 576.8 9117 170.@ 1760 _ +L$�r}, 72 Yr 1760 1643-1760 9R 770.0 1210 179,Q 1000 1766 7405 1709 1179 7799 1700 Y760 1716 170.0 1117 1760 1816 tAA 1176 1709 t3Q 17@9 216'0 770.0 11� 176.6 7x76 ritla 1621 7709 9100 5740 1030 � v gZ N v � m 7010 17'00 11?.T 1700. 007 110.0 1514 170.0 1000 1760 10711 770.0. 120P 1709 f7@R 770.0 1012 170.0 2116 ITOA 1175 170.0 7213 170.9 1000 tt6@ 21292 ri0A 5529 1740 1140 1709 1041 1709 0.51@ 7709 77@6 � Q 0..9 116 1709 1167 1701,0 0.07 1709 1761 120.0. 1116 ri6A 1811 5709 1Y.A '5709 1612 170.0 1964 1W.D 0072 4709 iql 170.0 0902 7799 1660 1709 1740 1709 1IW9 LAID 772} 170.0 mr 7749 1661 170.0 1748 o Mtn ImeMA 5720 1709 17M 570.0 i®4 1360 1570 1709 1506 1769 5199 1709 2125 170.0 1557 179.0 2361 170.4 1761 1709 2800 170.0 1018 1r60 1106 1009 2120 1169 8418 1709 2275 5966 541$ 1709 2701 MN 4768 7417' 1760 122:1 170.0 1790 770.0 1454 7760 1883 170.9 1621 170.6 1107 570.0 170.4 1799 89110 t76b 1f� t7b.0 2830 170.a 2095 190E 3196 170.6 7570 157.1 Sfl• 1059 24M iffi4 3114 1 AO 210D X 18010 4769 10W 170.0 1401 770.0 1915 i7A9 71117 1799 2297 1709 1870 476A 2W 170.0 2078 104.0 2751 IroA 22'M 1465 1?94 1018 2030 'IZs•4 1701 140:1 7161 1061 2785 1259 1254 98.7 270! N 11116 770.0 5631 170.9 1408 1730 1008 7709 1709 170.0 240.7 170.0 7402 5709 2021 1766 2549 181.1 2934 - 71/9 t90A 2632 4764 7214 1199 1@82. 7291 2106 VA 26:8 116.1 2116 119 106,1 7080 1296 170.0 i77f 176.0 1004 TJOA 2121 I70A 1056 161.4 2M2 1669 1441 589! 71!52 N1A 1081 120.! 2^.62 1172 19Je 100.1 ?1ffi tis! lots 061 g6t 99A 0072 718 2742 94@ 1886 679 71dR 61.4 1W0 fV 0 O 1448 Ie 711 IMO 4417 iMA 1601 199.1 5179 00.4 16M BIA 1407 761 1L84 80.7 14� 499 .7061 72$ 1375 02.0. 1681 �,7 1010 tD.f 1660 869 •0iffi 447 4694 492 1908 049 5908 /1.4 5197 yvp� ANOHOR CAPACff Y ADJUSTMENT FORMULA' 1 C edk Ai1CWOR CAP.,--).ANCHOR OAP.- c 273 SAkckw IW0• fl160Qe7 PT M11N j'x(MULLIONGW.,.,.„.. 71t6'l:k9 114.80 Fbo 1p91•i9mD twasam nasi• Ousted 0.418106 Amr8at 7yps 3rie•8.6umd0f 174"'F7ca t186e0q 1IrS :1to,r IA4m;4n WEta taoOn tAa■wn A9D60■07 6emv(35)aft0 t05) [ttm9(105 USB THIS FORMULA TO OBTAIN THEA 0wFl A41bhb7t3Kp Patterlta r 5 tre r 0.42' 04' o.sar GAPAmv REO7RRE0.OOFIRESPONOMK3 THE TO AN Egpt1•wn.mtkl: r zvr 1' ttg 176` t• �• OPENR•113.WNENITiSLOWERTRAMTHEAULUON 144 1' FimL6anit tv4• 7.974• 10.21• SJR' 2• t•tM• s.ir4' rix• - f4M 1gr4` r lard' S t01eu ACTUAL PRESSURE REAU1IiEM .•FOR 4yDae Ra 200 Ox. 7 374 I got. i 4Amtxs 75•la7s.ao.r9 orD2k65gtp s� ormmm tm2.1 tee tm2a• am•e t N6 C.aPACfrYtFROMTNET.46LE)0F'tliESe.EC7'ED 4>um6ouB4AB°1't8n.0. .f9la1dMtl1pi076NJ 0'16 @>• m 700765 0940. 17801b6 to Sam Rio r0.. T941s t4t91s 6 1.iCA46,t).¢.rBuader67aOM4006PtFq• 1 I• 1100140 191o9x 769s 664 -WA -WA I muLUoN.IT WILL YIELD A MINIMUM ANCWM WA 9t01d laA 100086 � 806Ns 16@2 fl02Tt 1060. t�6ie CAPACITY MONAILFOCHMAYBL°NSFFOMTHFY Melfaa 9'tgti o.0.r90166AtON 1IFA'.0.k 70.0 769456 610®6 495D1bF 1610" SIO Ba .0Bb W6 !YA 76006 7.1 179066 312484 4103x. 77roW6 2MOa AOOITIONAL ANCHOR OPTIONS FEiTNE OAmhxa 3`7♦1i.U•0.7I21N6APWRR907 41 144084 7440164 19w0♦ @710. 374204 ue686 7120310. WA 106OK NTA 2o76iq 11%10. S700M ANCHORCAPACTTYTARLE. pRt71W�CT RSVISED 11 1.8'480.©.aImfts QW&r i7 Ue mcg Um 1110q 776096 N1A 1151 1070.4 RIA 1690 m6 t9A 4111 WA 560. w0. 1 Ne 41oampl7iit�v7AhG21Phxt45 4A1g0.6161 O:O.liFCNLid0.131'A4n.(Ra11• 109 WA WA t0A wA 602 t0A MA A 5+-2.000'-•'i [100df9g *-021$.Os 509 iYA VA WA VA wA x94 wA WA 14.01 wA 296 a sAr4so. 69.anrt7a7.Ra.ticAwn.0i0 W A' Pro0D0l 2Aaoldd aetredi.Qct f-GO Dib.76k MR. 3➢0 m6 Isom 0.90@4 1411 P. A 4rov00•�a N7Aw� �NA� w0.- emlM 1t�2oata'6 .20n• 4 AACGw! 1.71.13b.Q.c7 if 889R• 760161 1o5>ec 1240 w R7n Dy NOTE:FORTHEOPPaFTOLIP.IJSETHESAMEANiXiORPATTERNANDANCCSiiORW4LUMASTHESTANDAIiDMS' TABLENOTfS• 1j11111 t1 t/ FIGURE 4: F13URE 8t F56M&F7811RE 10: FKtURE 51: ` Off{L:.... d•!/( �.'i' URE 1: FIGURE z AOURE 3; • e a• ♦ 1j SEE SHEET 1 FOR NSTRUCTit]NS ON USING THE TAMES AND SFi£Ei ffi FOR WFORAIA • a • • • • • •L(IAIDINQ ON MEtBi 5rq.2-A%OR GENERAL INSTALLATION METHODS, FIG e o . •. • • • • t �••me,fq�• • • • �t•:;�it�tttSg'., P • •�i�i"i T".•gAjVi ML"LE ENNOTHS AN WIDTHS IS ALIAWAHI.E 6.0aw 'r•: • • . •m • • • • =$.t 1.tn,553705 ply M 17SH60971 ARE NOTTTI SCALE.FUR E7<ADT OIMeaDNS.SEE SNITS ♦ e • a e •• • •• • # Egt�Otl'Ei}f;iSEDINTHEFlP1DF0tl.OWINGWAENSMALRESMGIIDi48SHOWN ON FlQUR£0: FIflURE e: ;;Z US 7- t:'TS 21.23.ROURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FAU nTL•0'r S e m e 0 • • m 9 tRAPLE 4)SUB.+TRATE9:CONGFtETE SHALL tX7NFORM TO ACI 341 SPEGtFICA716N&HOLLOW AND OROV1'•Fik 1 Fd � C. •.,n nums':••'�0 (pis • GO BLOCK U41T(G�N4j SHALL G13NFORAI TO ASTM G9O.WOt7D SHALL BE PR@SSSJRE-'TREOF.1 c m • •• 8-71 • A � EI�4PAVEl40TMANSGOF0.05 AltJtdWUlh3HALLBEHl08TSANOSEAMIt1PAU6A OF.125' R 0 • • Y tiE • UD^,ial A61I7191MUMGRADB93ASdD.IM6'THICK(18OAUt3E1.8TRUCTU1iALSTEEL 70 'sir a UBIr. • • • a m e a • u T 25'7 P ALL1tNCHORSINTYlMETALSHALLEkTENOATIFIST3SGREW 2`XO'X.29' A•L1rt+�4F7� P.E. PA� � �ON4•�jylq t,•1110&A'!2 ANCHORS INTO VYOt>D M4Y 9E STt:E1.18S S,&OR 41084. MULLION .Fi.P.E.#507013 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••a 0 a 19 0.•a a • r i TABLE 14A 2&718aRC11 Y Io a�� Op6nIEg1f6ldpt 1E711 jglnit}pwj•TDPatkWN AtikrtwA 101porro} � Tah aatl 907n M1OOW 17Dh 1408 fW 1n da 6D7n 601a Rpa Lc.aapN it4mrrdaAlaBalaimassroa• 3af0n R4gW1at1 t6emn6 7AOd0 tl , R4r Trt9asRtd0la g ` x11pTMC I4aV • LDK2 ID9 ID7hL+ 0 neat L"ft 1a82217" iDtio Looft lcemq to ILI Gin AU .M 137.0 426 7202 008 14A0 410 103DI lm134.6 4t1 401 !� 73ii 4t/ 724 644 iB41 4H 60.1 824 134.1 itt 81.0 iQe 131.1 477 �1 6fi i64.f at, 80.6 400 100.0 335 6U 431 -1 376 W.0 4!e 414 727 bpi A03 67.4 3t1 66J A� 781 016 p.9 401 T¢6 314 406 103 788 SSi 6lb 462 766 31i 362 4W 769 314 Q W.mu 425 902 '9t.0 I 301 I 44.8 1 30 1713 201 60.6 361 71.8 297 6t,6 361 672 46.7 302 648 26t it2 3B2 A38 20 348 332 316 9R 2DA 34L 416 ?�/ 4A7 S42 61.8 93'4 64 1n 6T.8 013 74,1 20T mis 314 042 .631 Mb 218 4T.7 424 bib 636 2b2 37.7 314 40.8 966 130 316 486 2� 263 8t8 49,1 246 21.2 376 431 918 ZL2 3i6 481 213 F b "in 40.8 28B '43t 270 472 256 46.7 .114 3S3 23 10.7 270 30.0 204 47:t 201 97.4 966 940 3D4 Z4T 274 39A 203 266 246 82.Z ?Ot A.7 96B 322 i41 t66 244 3Q9 Sal 0 427 231 18.0 900 8SA 934 QH.1 SBO 306 284 347 762 .'01.7 Zi4 3t8 M1W 23T 931 2i4 146 2tt 134 280 1B4 17.4 084 24.6 t43 16,3 244 20.0 761 t2i 931 39.8 133 d. X10 372 773 W.4 'lai 71.0 211 33.7 t1@ 286 313 SBA 176110.2 213 ZT�O 174 206 9t1 26.7 170 78B 213 x1.7 160 t4d 913 922 107 78.3 213 ??A 186 iL8 Z79 21.0 100 � �$ � � 7010 960 770 W.1 165 29A 170 26.8 .1W 2DA 770 ?74 749 '77.0 479 20.$ f47 169 179 76.7 146 •�.I Z 76%n 2A1 101 M4 213 161 21.0 137 17.4 787 19.0 SB6 16.Z 161 i7A 139 N w ?Sin 2Z& 162 23b 133 76.8 161 18.0 121 187 152 17.6 APLCROIR CAPACITYADAIA Nlr TP:OdiAtULA: T BLE 1 } X o extaf TSN p 1449 NFu,j X/ANCHOR CAf'...A1.AMCHOR GAP. r waslc at%tt:c. tutor u FWe3= \MU2L10N CAP.a,,,,,,,J ED iV ttP 38 Ek9 Mr Eke tA•03Etla 0tD 8tetl M2310ei b@81eet USE THIS FORAAULATO OBTAIN THE'ANCHM Y AOtp17 tYPa 31t8'E8618t•[01 tlf Bml44DtOn bf16'EBeUEat4t 1lN Ek09188301 A2poaw UlScen Ap7t0lIM 0�'eft[aBI 4U01 i'3� BNN(D9 CAPACITY REQUIRED'0ORRESP010ING TO AN F to AndhesClpPcfNowvi 7 Des .6.64• Rst4• ACTUAL.PRESSURE REQUIREMENT FORTHS 6C ' EWeD112me6n2 7' ffL' 1' &VB.: 3.46' 7' 212' 1• M1Tt' 4-010` 1' _ 0eN0047N tdt4' 1314' r 4770 1n1' 7.v4' t-u4• 1�ir1' i vo' 1 bt t m 700 bPENWG,WHEN IT 19 LOK2R7HM1 THE MULLION u� 4AR�e s6 pp3ftl mm I I =m79A400 t8D6m a69 s wA 701716 7 66064 PPAOITY(FROM THE TABLE)OF-ME SEL=TW p MULLION.RWILLYIELDAMINIMUM ANCHOR CAPACITY WHICH MAY BE UM T45 QUALIFY ADDLT�NAL ANCHOR OPTIONS FROMTHE ANCHOR CAPACff'f TABLE TABLE NOTES 1j SEESfIEET1FORINIsTRUCTtONSONUSINGTHETABLESANDSIi "S FOR INFOR%'AT40NONLOADING' 4-1206•^1 t'�[SWUCrfWVIS6D SEE SHEETS 2.4 FOR OENBRAL INSTALLATION METHODS. 1 Ds 66hP1p011��wllfi0w FltuPba Quifdm�Cndi 2}LINEAR INTERPOLATION BEwASN MILL LENGTHS ANINDR OFENING WIDTHS IS ALLOWABLE• �1lxnin�e6HD FIGURE 1; 3}MULLION AFAQ MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR MOT DIMENSi�,BEE SHEETS 21-28. ® HOLES TO 8E DRILLED IN*110 FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SF�TS 27# 2.10 " Q7 FIGURES SHOW SU�GESTEO,APPROXIM IE HDILEL00ATI0NS. r 12;1' 7 t 1111 r! CUP Be USED W FAIRS. 4j BUBSITRAT£64 WNC9FT1:SWAW CON)jORM O 13q FICATIONS.HOLLOW AND GROUT4tIU.EO ANGLE CL -E �`•`p�IK 4�• MIL�F,J��i CONCRETEBIOCKUNISI•MIASII�ILGONW A��W000SNALL13EPRESSURE-TREATED yELipyy�@(}{ppNPINLgWttH**WMF6fi6.•aLUMINYMSHALLSEOWS-74ANDOFAM1N74UMOF•128' THICK STEEL 08TSoft PGRIstOMO1140.WG'THICK[18GAUGEISTRUCTURALSTEELTOBEAT 7.26 x2.trx.7za SttfiIJON LEAST.128'g RAS MNI'ALSRAtLMIfENDATLMT 3SCREW THREADS BEYOND (II RA[Mi11.LION1 =71:;' Na.587D6 THE MATERIAL.#10831 CII ��I 18S82.OR410SS. of • • ••.• • • • • • A.L I M1ELK P.E. • • • • • • • • •• • • • •• • • • • • • Fl.P.E.O 58706 ••• • • • ••• • • • • • • • • • • • ••• • • • ••• • • f � M TABLE 15A { 4WIIWa Ti111btd awI4I1t9{{q yy�,63y 6p611rirpm A1D11sf b2 d1sa116013•tpi9!([oT tom) �5 7'ON Wb 1006 1201e ti06 i604t tl Wirt 501P IO Yt IAd. I46aWtP0e Tom• 14 .pet.ep. 7144TI1{W9• p 7r�re�9. t+�wla t7P6 Am Tow7wa64. Igem46p1• 1Mmt4tO• 1leofe60uk4 93PTAB9Q 6aedE0 163062 6awP9 �dPO Bx , 148690 1n30Yg Loom Looft LP�da9. Loddho Looft 658r" 664d99 waft� L089iq I64A69 f58.19 lc9At0 1n4d00 111511.Al. If � � i a � I,1 � .m f lei 1 � flo! Q �'Ip 178.0 tr46 1 010 570:0 439 t70.0 744 1708 470 570.0 bea 176.0 196 1708 w7 f748 959 170.0 1156 SroA 821 1708 12io 470.0 by 170.0 M86 174, 621 170:0 1716 470.0 f2t 14.01 75,6 V. 40h 1760 766 1700 164 17 64 680 1f0.e 6B4 11 570.9 091 17x0 030 47p.0 33 17" 10t i7a8 17/6 5768 677 IND 1417 17ao 17 080 1W.2 1677 170D BlN 1966 1692 1799 OED 1142 1622 170.4 466 06.01616 f7oD 747 .110.0 E81 17&O ode 17&o 695 570.8 iMd 170.0 481 570.6 1546 170.0 'fes 17D0 1946 1706 747 i69.t H45 1T&�1 786 16IA t/49 1708 766 147,9 1i1S 1760 708 102.0 546 t70.9 766 LL! bdb 1710 787 IR{D M2 1740 966 170, 691 910.0 1116 170.0 701 170.0 1776 170.0 093 706.0 69SI 1700 637 144.5 1585 1744 666 1223 13A 17oA 841 W3.f 196) 1708 661 90.2 13✓0 f7Q, 064 W pte 1700 8Ba 570.9 70'1 170.0 too 170.0 tar 1MA 5710 470.0 370 14&1 1118 170.0 '014 128.0 1918 780.0 416 itbA 9216 1®.1 47A W.9 1716 t46.1 4fa 64.6 1219 116.1 919 75.1 7310 74.01 au 036 510.0 494 t70:d 746 ODA 111E 170.0 6W 190.2 7140 186.0 PO6 131.0 5760 165.0 414 11x0 1140 111.9 119.07 7100 1943 366 07.6 4160 120.7 WI 76.1 ftW 4202 870 Dal 1160 14&2 670 Ym 770.0 074 170.0 7� 162.0 140 194E 0E1 1966 10.0E IA08 �l if'!.S tOd9 556.1 660 5018 14ffi 1?3•i 6!9 91.4 30th 1td.J! 630 703 fW0 50&4 d]! EO.3 10W 106.2 616 BT.t 5014 109.2 010 � 72 IN 144,$ DEO 147.0 704 117*H 600 1298 74B tddb 490 f10.0 7M OER 699 400, 722 70Z 693 OpA i9A 661 Ot 478 7B0 84.1 0 0 37.4 700 St b 4 3 701 OAA E6.i 00.6 }�! ® 701n 118.7 79D ^1261 06.6 780 106.9 OTI 65.0 790 AA.S 09S 74. 7491 110.0 760. }163 837 829 780 9&1 641 74.9 780 9S9 872 093' 740 17.1 &!1 •013 760 TDA 692 56A 769 66.7 005 489 709 "A 804 56.9 79b EY2 606 114, 700 98.E 860 fSS r Y O 06 72.1 ifl5• 5{A d60 W.1 663 624 X91 Otb 403 84A 466 4&1 W3 US 476 461 109 44,4 090 3&1 564 j 4W 'D1.0 .493 0&2 462 268 4" OA 444 726 69 3f.0 d42 r 016 60.1 490 64.1 447 14.6 490 61.5 .976 42A 486 463 427 371 ,A Wit W 48A ;4D3 83.5 415 24.7495 400 91.0 443 29.7 106 31.7 496 26.6 ''194 1&8 495 20.4 VJ 1636 45.7 Sdt 47.6 S9S 941 791 36.8 04920.Y 641 69.1 30 19.1 597 27.0 957 231 361 298 993 290 901 27.p 9P0 97.8 601 19X 821 14A 581 17.6 316 511 fn 26.4 574 602 396 STA 370 538 7,0 271 670 786 230 6f.o 670 266 520 ESA 970 228 610 102 970 9.53 3t2 Sao 770 16.1 i0 Q Q 1206 344 S71 E9.9 7A4 las 377 24A '284 25.7 517 713 760 l8R S57 i0A 7R 10,0 117 57.9 273 g a Cn 544In 17.9 f7k 2IX9 .. 1? ANCHOR CAPACITY AAfUSTFtt:NTRORaH1>lA: L L L ILE 15B Armhof 114Dk3 {ANCHORCIIP,, l-ANCHORCAP.- Ilk5.6Y7684 Q4u Fagv7 �r)X`M11LLlONCAP., , d1�19o1 tN•98 EYa p7i6'F179 twomvt y1d 41P01 4f781r7 p28Poe1 Amw77p8: 971SEket481Oee 1tt•HPeUBPea+ uf4twen St18'8m10m000n tr4•E9aoVPtaPm A9pooma utm Aot ww07WBareB9o+S 6a40N61 33SE7H!$FORMYl9ATOQ8TAiNTF(E%ING 111CHOR An4horC4pP41Hot744 B 4' ACTAVAIPRES&UR@REQ111RECORR�NE�NI N'FORT7lE p7 9„} 1• z•1rr r s14r st6" !• 2.142• r 2.1/1' 7• yt7r T &�° OPOIKG.WHQ4ITiS LOWIIiTRANTHE MULLION .. EmbMYnmt tSf4' 1•Y1' t6N' 1•SN' T 1.1H' 1•iN' f•Y6' 1.1tP t•V� 77D mate• m Q60p 3 8420'1310. 0.f0997s I !: 390.8 460p p 97dY 7AOW4 4 3.b Mm.4Grl2171sAgpQ91/4x2.2}: 730116 T94p 1670148 20231b 976 ®0IE0. NtA 112566 7181b1 DOOfY� 1612168 6x 065 1170189 A RRWRLYIPmE AAmIm U�t ANCttoR BA6ePPe1 2J1.106.QF lt?12t 468 Wi 4 1170 1 t1291Y0 066.1 22.00 2451 b0 417.0 bb WA 1059 3>• NIA p 70A t 21Y3 .1597•f t0E0108 CAPACITY WHICH MAYBE USED TO QUALIFY -. ADDITIONALANGHOROPTlONSFROMTI-IE 7RFiDUC7t7$171S9fl qN0(-Lpf4 CAPACITY TA43LE u ewrotyieb WW 4 FJOWA �O FIGURE 1: Apl8 1JC-V%18�$! 1)81�SHEBT 1 FOR GENERAL iNs ON USING ATIM ET ODS.TABLES AHD 3NEEI'28 FOR INFORMATION ON LOADING, By f✓f[lE SEE SHEETS 2-4 FOR QEh ERAL 7NSTN Ut71ON METHODS. mDip 2)LINEAR INTLTH9'OLA=N BFTWMN MULLLEi9GTHS ANWOR OPENIN6IVFQTFIS IS ALL.OW?.9LE. t t t S I I t t t! FIGURE= •• ••• • • • • _•�,•� ,12s' ,�`�r1j F 3)MUI.LIONANgMtALION+,a.IP39FlOWI+•ARRt4tXT09ClLEaFOK�+tHF•,�IDlC3'ISION&SEE 3t .7521.25. ��• ` >:�.'............r Is,S n • • ® ` HOLEST093EDt4&LEDIN7AF•FIELDF OWdlt' MNMONALRiiSTWCTIONSSHOWNONSHEETS21zS, K MURES SHOW SUGGESTED.Ij�PRO T L0 00I d.•: •• 3150° n`' go.587 •• •�! y SUBSTFWTk'S CQRiCRETE SHAI.t.CVAOPoVrT5AC9 'I SpjCIFO0A"09.1i011Q4VANb GROUT-FILLED FIGURE$ CONCRETE BLOCK UNIT(CMU)SHALLCONFORMTOASTMC98.WOOD9I1AllPRESSIIR&TRPATEO Z LJ ' 'f1ERN PIH£Wf7H AN SO OF OBfiAIUMiNIkd SHALL BE 8093T8AND(BE A MINIMUM Of:135 l ty LTC BEAT 2tt"9AY ` '• v-S F9EYQND 08D.LION °".�,;^ '•..F...... C9.+ ' ••.••,. ;• • • • • • • p L'1�ri Miti!&P.E, • • • • • • • • •• • • ANf3LE CLIP(FIGURES t-$)MUST BE USCG IN PAIRS, i•• i• i ••• ••� ••• . Pi.P.E.#68705 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••0 a • 0 ••• • • TABLE 1815 Mal' 08 tillHs It(1ka g d DPa1ingWld1(ta14e159tA5*4 m1111 tirOpalA tffi6i 1631n He h�pmt 700 ffifA 000. 10016 Sbin 83b R4eY7194w MPrTdW 190�1°r ter 'iiap/iA4ng r TIa41t9m19 Rvagli•6• ena wxmnwter 1up rt1�a• + Rw w tep/lit�nv. d 325,46 1da608 ilt4tp L0W00 L96un9 ia06r4 to60n4 l7 l.oa644 LO14oQ 1!00717 1,e4909 L4�14 ►osk14 i�adN 140814 Imdn4 Io651g ►00449 ^L' c�' DRO.AL A!3 BAYMULL la 4111 170.0 W 11015 An 170.0 744 1t0A An 170.0 1 666 1740 600 lmu !82 17401 810 1I'OA /1}NF 174.0 b11 1744 1?AO 1744 69h 1740 1404 iT0.0 S41 170.8 +788 770.0 621 540.8 1794 ROA N g N 4 4BA 576.0 700 171{.0 9115 5X0.0 896 174.0 984 tt0.6 972 1744 630 4740 +133 t7" 867 1X0.6 71.76 170.0 ffi7 578.0 +4t7 174► 8110 V817 +� 170.0 68Q 140:8 149'! tTOA d80 122,4 1837 170.4 000 Q' 1 �01bN 170.0 747 1Ta0 603 {70.0 676 170.4 65i 177+.0 7698 570.0 481 170.0 1495 170.0 725 +70.0 7740 5708 747 4740 1.004 174b 760 747.1 1689 170.0 766 170.i 1631 170.0 768 110.4 1651 17¢0 760 lbh 170.4 787 1740 674 t74.8 064 681 176.0 at 00A +196 1760 764 17.0.0 1976 570.4 40b 010.4 149.0 1740 637 184.7 5.066 17.00 868 S26.b 7434 1740 110.4 170.0 1 468 161 0715 1465 576,0 464 ,C"�C SOh 178.0 865 174.0 701 179.4 7003 70175Y 770.0 17.04 170.4 tlib 76X•1 1300 {7015 094 530.7 1138 130.0 90.6 196.7 14W +63'6 994 1410 1809 18L1 962 803 1049 1751.1 062 7a• 7309 961.1 >se2 lU 8Sb q40 936 170.0 746 1r4A 1718 4740 m102.0 57.07 naA 810 14?.6 1247 111L6 !•3 1447 421:9 1620 486 114D 1147 tit8 961 96.0 1917 1342 960 414 1141 19+.7 888 7115 7247 136.7 431 N 0810 7740 074 170.Q 780 170.0 1160 1TOA Y03 5444 1100 10.1.7 965 ina i194 5CL9 966 1784 1110 134.5 946 193.0 1160 721+4 �f TOfO 1 677 1019 07.6 764 503 1010 1877 7 8 'a Z rtm 161.0 Go .im' 6n 134.7 5070 144.6 060 1t0A 1070 147.2 851 141.9 1010 ttli 628 89.9 1010 fffi4 817 40.e 1414 � T4B 673 406 747 7l8 40.1 ffi4 712 N6 428 906 Tae 706 ob 70M 147.0 906 149.6 707 1146 B08 7120 Tlf 10.1 008 197.1 961 14.6 ma 962 748 70.3 9q+ 603 X86 641 906 0.23 r 73b 197.1 067 197.6 784 306.0 081 172,6 138 64.8 691 iF9.6 729 78d 841 80.6 779 70.8 945 lib 79 0!3 661 T4J 494 60.9 681 06.1 661 46»5 mt 88.6 5696 390 067 83.7 012 � 9467 42,F 846 66,i 8715 8a4 658 125 d65 39.7 446 4215 684 31.7 046 98.Y 648 4a0 040 {8115 697 4115 486 4Y.4 670 643. M6 41.6 940 20.6 646 84.1 651 144 7746 0.6 607 r Wb 864 601 14S 600 54.6 6ffi 551:1 IN 46.7 5818 8115 44{ 426 ffih 4876 460 $7.11 860 151.4 476 94.1 666 56,i 1576 181.0 976 97.4 4$i 21.9 L06 80.6 1552 Rf3 866 Zaf 447 100 in 47,9 44P 1115 1505 3915 10 41.2 907 341 410 Sal 303 20.9 744 31.7 7&' 26.8 444 9415 362 1M 449 281 9YI 10.6 644 177 380 17.1 1510 2015 301 40.9 449 1015 956 � � N cr clr 5{10 44.4 415{ .440 306 90.6 425 $715 970 313 876 02.4 679 2i3 416 8154 367 21.4 446 282 888 97.1 2115 386 t6d 476 1157 669 16.8 476 ta0 743 % 5240 9415 004 38.6 335 16.1 384 ?156 629 270 861 263 325 2f: 308 728 417 18.4 .9415 74.8 010 4715 368 167 3W IL Y {4147 203 Rha 44.4 233tag 763 77.1 780 ANCHOR CAPACITY ADJUSTMENTFORMULA' TABLE 188 C• 14617 rof,)x ANCHOR CAP, �,„ ANMORCAP.,, 315k Caw. d 2.TkGMusSe fb0ve tt4.8som Of}6'E1w wasEw0 61o4W0t 20" e7aslad MUFAULUON CAP. wrA AA10w StfB'6108111n441i ur6r4eu716an wir 311r7Eta 11198W71• imEw6V11avo6 dy o 7�pww 811011*%94.4tal Bamr{a01 USET�gF07ffi4UU4TOOBTAINT1�ry44C;44OR Alt4hoTCup P•4ern4e tromm -t7Y 7' 2•YC 2 R• 6:ffi' 054• oa9r CAPACITYREQL M WCORRMPONONGTOAN 848681atsmls r uta• 1• bi 3.176' r ACTUAL PRESSURE REQUIRE14F1dT FOR THE 6n•abm0lt 1 .3n• far i 2' 1.174 7.1x• 1-114' t-v4• 1-1m. "tare R' 1srS 42 ieil°` pPI341W0,NMiNITISLOWERTHA14THE MUL+•7014 ®s OA.rQ44aA•w7k99t 1k ffi6b Abaft 800 1790 b w 7100• of Ow 976 361 La ams 8606x CAPACITY�FROMTt3ETA9LE}OF7E $ELEOTEO 147rhm - GArI37yeAn91/1k7r9t�q.2k Tfi06t N iQi4ftN 7737104 Mo. B7t 1915 hPl4184 T486s 804 160147 m2 ms b tnop MULL"N.ITWILL YIELDAMINNAUMANCHOR FY OAnNiva 4.77'!10.�0,7(E276Jm1k 7 3k It I44 ttmibs 6801ot 7340tgi 2201•a IN4 840•e WA f0591W wA 7310 18F 1074@6 .13391na 5666410 ADDITIONALWHICH MAY PTION9 BE FRUM S ANCHOR CAPACITY TABLE m cw ipWx I whh d D f1 ildirg 1n6 wits 481 FStv'06 {Wilding 1�•C21$.47'3 FIGURE 1: TABLE NOTNt?9: � s fml0norc By ml H SHEET 1 FOR IN8TRU NN8 USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1AADM S4 Ea SSIEET92.aF73RGF.NERALALINSTALALLATINHMETHOD9, MIu4 a6 2)UNEAR INTERPOtA7TON BETWEENMULL LENGTHS ANMDR OPENING WIDTHS IS ALLOWABLE FIGURE 5t •• ••• • t!Y4DIMEN6ilON6,SEESHEE7S21•23 21 ,� a�4YNRfq��J��i�� 3y M1A UON AND MULLIOAMCUPS SH13Niii A Jd�T p TION6 SHOWN 014 SHEE7S 33. A2V 45' �� HOLES TO BE t3RN.l.m 94 tFIE FIELD WLLOYVJNiv D�Vs� a:.• 45 E::] • • PIGllRE9SKOW913GflESTEe�Rt/DIRAATEH46LEWDiTFFDi1Si: •• �T': '•.:t w 4y SUBSTRATES:CNNCREL3HALC t•,C�dFOR�TO.005301 516EC(61CAi'WNB.L+O11.OW AND GRBWt•FILLEC r��I •: Lt; FIGUREtXJNCREiB>MOCKIJMTtCMISJSHALLCOi1FORAATOASTMC90.WODU8Hq+1 BE PRE8t3URF•TREATED ;"` 1� ;•Uf YEELOW50UTHERNPINEyYtfHANSC60F056.151UMIN�48HALL �83TBAND AMeJPAUM OF.9^ ;•�3 '.` 6 c o � c TNIGICSTE61.8T`UDSTNI4EAMINM4LiM73RAOE33AND.044'THICK(18GAU0�-STRUC7UW+LSTEtL 70O 6E AT 47 MY OF A jT33CF4VtTHREADSBEYOND MtAlION ;C3� '•..�'ro1750?.'�j` LEAST.12.5'TFllGKANDAI6.AQ 16CHOFi96N`fOMET61.SHAtLEX'�NASTR +O S.S. i ��t, ••.,, .• (�`C'� THBMAtERNL.44111$7r12�544OifQR3W47OtllObD6MYBFSTEEL•1 • • • 0•i i • • ••• • i A�YNIyf4R6 kER#'•E- ANGLE CUP(FIGURES 1.3)MUST BE USED IN PAM. • •• • • A. • • • PL R.E.#65705 ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --� ,.WO• � --�,.oDm f"- -.126" I-°-1.288•---# �� , 27 2.780' .126" 3.126 .126' .120' .126" 2.140' 9 LD ^ 1.000' 2.DW' to N i $�W t 0 .126' 0 .37r -T ...,E .970' t -T >�o• 1 _ vxa,25 x vMULUCN i.2b•x3.1b6'x.2wuDWON 1.2WX2.11•X.,2S'MULLtDN 1'X2.'X.126'MVLL[Otd 1'X 2°X.378'MULLION ,'X 2.75'X.375.61u=N ,'X WV X.86ff MXA.LIDN 6083.76 AWMI 8C63-T8 AUJM. 6083.78 ALVA 6146ALVK 06346ALUML 8683.76 AWE{. XSECTION %SECTION X•UECT)W t� 668 SECT1 ALUM X.9ECTION X19ECTION %SECTION �.' X.4ECiI0N � f-.,26• x.-.,26" •i r• .,ZS tD r TABLE A y 1 t 2X6 ANGLE CUP D,m alar Value on) For 1YIu1910D; = rL1 STANDARD CUP I 8083-TI ALUM 2.000' 8063-T8 AI.UI� 2.1 V %-SECTION A X-SECTION U•CilP 2 • a IBM 1.826 I,X2•X.126" ,2s 1 TU� .125' �tX�TIOMae96 mumm D 0.740 125' A 1.125 N F aqp• e 2AX 1`X$• n ai Aiuknt,6m,n, �^�''�� 5.500•-.. c o.996 TWA Malik" vO� F^-- -3•t2S- - i_CREur ATE HERN s4uE MMY. r8 Or180 d e •O DETA,L F.st r 6 - A 1.876 a+a MINI. .-M.M"- r-----------_-__ - 8 30� 11X2.7r•X �--'------"+ •-------� A A I "LIP � �_""�-_--- -^--� 3Ylb ANGLE CLIP C 0.767 .376 I 8083-TGALUM. �S".. 6SANOALUM. Tdm Mullion TOPMEW TOPy{EW D 1.118 STANDARD CUP CENTERUFANCHORHOLEMUST{dEWTHWTHE E • Min. ¢ TAND RD CU DASIM RouNDARy.SEE SHEETS 5.17 FUR THE A 1.312 1")t 2.76"X GENTERt .{NCt10RHOLE9AU3t1. W-MAyOpftW Am" s ANCHOR ANCMORO.C.DISTANCEM'-MUMANCHOR wtTHINTHEI)ASHER14OLE BOUNDARY.SEELE HIMEDVAIETER:ANCHORDIAUE!M VI8'- B 3,0D0AFORTHEARM=O.C. DASIED c 0.+78 ptgTANCE.!l+�VOMUMANCIIOR HOLE &wg90UNDARY.3EE D 8.8;18 Tubi MulNl61 DIAMETER:MCHOR DWAItER t 1116'• ANCHOR C.C7 R7HE .T.ABLE S A 7.030 D, =.M,,AXl0U, 130T Part 2.837 11 W21P X fit�ibuCT�Rgsyss� ANCHOR HOLE VIAS n Wmat� �Cabe t � bs6u 376" D,WTMR:ANCHOR idull14t1 Std.Clip t1Me•lcup "Flp A,t{lleCSp TO Mita eandtogCoE�1��l3 �� Mw• DIAM6TER•1116'. C 0.883 TubeAla9 t¢+n r�•eE 395 28'(6) 6660Ci 669„3M 6U61110M 666243M t11M p 1.931 OW WO GN1141A BBe•111�'d M44M SM12M A 2.6x6 976'{✓ 1_ 'X3.ledf D7 TMdofhoducl t------------� 8 3. ! 666D7 686118ts1 6661120M 0%246M M513M! b6a1181A ONI121M Bl36246111 688b14M e �� y�yPt..arl(Xf6U06{B)• •g6371y1 66a1116A1 W1114M S2M 66661SM1A• 1i.289'(I� 1M W311i7M 6861113M 668241M 66a516M A 1.913 .121•Atum i - •• •• Tube MUM -_-- 1. X21,"X.126 {i 70 NIR f17A WA B6d917M _ C� OFFSET CLIA NMP- IiA > 1 .125• 6663-TB ALUM. • • ��rc,,�� ,./� jWW Ct•DIMEN2 TALRESTSXT70NSOffVENONTWOV4EEf. �:'��'••. PLOFM;'-.k?l•a TOPwEW 11 HOLES iO6E�R=11®uy��^=F>F{ 'i"- `_L_, • • ••• • • • •!.� ��(•�� •74Q'T"1 '` }}__ Hrt�E TIONS&ANCHOR 0.0.DISTANCE, 2)S,EE%MEETS 0.28 m sw .�QDX��TFr `F � FC F.Ervtx►,68705 9)SEE Mrs 2r4 FOR OENEFAL INWALLAT1ON" tODSe • •• •• e • • •• •• ••• • • • 000 0 0 1.aDD -j 1.00U r.082°+fJ p 740' - AW 4.f 0" .128"STANDAROCLF Y 4.000' 4.006' 0063.74 ALUM. 2125' 2.W0" 26OW-MAIUMP 2.625' 20DM X-aECTIC&1 V•CLW 80H3-'SaAiSJM,I 12C4 .128" I B6a3•T9ALUM. Xti4E33TlON . 6' .126' � X.SECTIDN � Aw V3 " AWT CEM'Ekl OF ANCHOR HGV.£MUST UE VAT14IN THE 0ASHED 80UNDARY.SEE MTS 62DFORTtM_.. _ $. .166" ,g7S" ANCHOR O.C.DISTANCE.iMkvJkWM ANCHOR � Op �T -7• r HIJJ9 DAME)lf:MCHOR DIAMETER a VW � co 1'x4•X.376' I 1'XCXIM Y3 6.800`- '"j 6.000• s* MfRU01f MULLION •r-MUWON ��TO li .376` �� NIfN. N �3-TBALUM. 8o61Ta A11/M. BQ83•'f8 A1UM. " $.f25'---"'�_Z.A*E ,F.IP.BEE XSECT ON x-sECTIDN X-9EG"OON MIN. 06faL F.st�67d -X, W y 1.280` I 375" ----- -----------�' -�.37fi• I---- ..i-------; ---"---7II AN HOLE ; -MW. a "t t.9Sa' f MV I 9 I LIE W THE HER I +S r 1 I ' 90UNDARY-SEE SHMTEE-20FCA ?.878' 1 --. .` I f - 1 T' 4 :TtiEAMX'a•[OR O.C, t .• C.Y I 1 F DISTANCE. 394• I I 1 MAMMUMANDWI O 32$0• 3260' DIAMMRHOI.E t I DYIMBTER: I 1 I 1 ANCHOR E___- -___.+ Q IV .100' 100pfA/AETERfiHB'. 2X6 ANGLE CLlP 100' {• STANDAROCLW U•CUP a063•MEW 6063•Ta ALUM. 6063.70 ALUM• 70PVYY -�• -�- -� CENTER OF ANCHOR tP]LEMUST LIE TOFMEW TOPVIEW ^•I.820"I`_7 +i.820'N --!.820 N- 4YITHIH THE DA6HQ7 @OVNDARY.SBE YASLE C CONT. 1.25 X30,XA011' ,26°X3.26'X.824' 1.26'XD.A4X.924' eH�T6E.MAX THE ANCHOR O.C. T�!�� MULLION WiLL4ON MULLION DISTANCE ANCHOR WTER+tB �191•htd06 V•ttr F6RMUIItc1,: Dim.n+lon VntUs }For tAWHttht 8006.76 ALUM. BDDS•TBALUM. 8608•T6 ALUM. DµMETER ANCiiOR OUIMETER•w V1B c p ,. 1 X-Se=N X-SECTION X•68CTMN Q t, 125` O 0.66D X.P24 .H 2960 Aludh. . "1.639 AItlt IMM 5.6a0°� 000 3.250 Tube h 2661 0Xr, 125' .3 .375" 6 7� vs- Q 1.199 X.6E4•1.3,77_. 2 _--- 2 Ata mm, 1 Alwi wm ^ROaUCT itpvl$RO r -- Tuba& i .280 TubaWAIVA aseamplyb*withtheFlitkni,yg' 8" F 30'Sa4dhVcaft*IG4M0.09 Ye 760 X.100' F 8 4S9 MWI Acooptan�,caW1Tbe MW--- TABi. Q ,46 BAYM • •• • • I •• Paattbiotanewn ��%�. ISfIL,'eD°SAYA7UU.IOH 6003-To •. _e_A_...j• • �- , SI..........x-SEC • • •• • •J • tiu8lan .Clip ORv1011P U•Olip .Angle 0110• •] • • i'x4'x.128•t'IOJ tga4 •3�8111M 6�1122M em41M SWIM l,.�';•y`r, �C •• ••• •.t+p$' .•8092•TBALUM. 1'x4•x.276•l,1)amer CU 68010 :Be6Y12M W1123M MOWN! 968 OM ��:: 340.6$'706 TQ"Ew i"X P X.370°T•(i1) 64889 .840112M 66E1129M 8R82azM 6w111M 1 .228• {"-•.981• ;226• �•-•.99,• .T4U' 1.23 x3.2b'x.f60't13} 241 1127M m1f2!!d 81P�4,DM e0661i�d 1. X39lrx.b2Y(14f 20161 B8B,i2BM 6881t28b1 aW2af1M ee66i,ffiJ •'O },G�{ _. 9jf1DL@STD SEOR1-lE00V7FEFIELi3FOLLOVtINflDIMEHSx)NALR@STWCTIt%1$QN6AON•:4t1SHEE7: o•• o•• •`• 135 x3.R4"x.824•fl1} 20/696819,7M e66,th1 >,seZ4111 8803i7M ~:.�p�., Ft.oR,v!"•'�Ci; 2)SEE 9FiHEYS 640 FOR SLIQ6ESTE0,AFPROI0MAT8 HOI E LOCATIONS. • • ••• • • • • • 3D OaOa,e kid 09819 WA WA WA 66a6110M F ��•`� • • • • • • • • •• • • 4S rw 98860 N,A RYA NIA a80611,M !"a� p,(( R,KE. 3)SEE SHEETS 2-4 FGR QENERAI.INETALLAMON METHODS. ••• •• ••• ••• ••• FLt'VPT. 88703 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5 Mfg �� Mull Dimenalon Pt97'Pet#� F..- � .• (64108!'iJ} iti1 u190n Sits.G11p 1!•�C1 ! MCI-CI4p � I !I .125' � -�{"-•128" -.•{I••.--.125' r X4•X.25(46) 06802 9HMNI 988271(14 9888112M gg ' STANDARDC1,iP 1 -TBA 8'0&1•TBAlUAL by 2"X6"%28'(17} 6@BO4 86821i2b! 688272M 9889143A9 8 X3'eLTI 21 OOO� IbN t1 2.000 X•SEGTION LO - I N .128 L .125' m 1)HOLES TO BE DRILLED IN THE FIELD FOu-OWING D7'OL110NALRESTRIEOTIONS INDNTHISSHEET. O 2)SBE BHEETSSZOF{7R&uGGEBTED.APPROXIMA E �^-1,480' HOLELACATIONS 3}SFE SHEETS 2.4 FOFiG£NERAL INSTAt1ATION METHODS. _._._ 5.500• � 0 { GUTFIERETO, 0.000" .376" fn 2.6hM •��3.600'-_- € ^i_BEBbEil�10.�P• �• � 378' �—..�— �A1W. MW. SHEEI'4 MNL �. 1 � a I 1 COWi 3.436' � + 3.435" -il-- - - 1 2•XCX26' `• r 3.438' J }_ MULLION Iv+ 110113 ALUM I I I 1 j t X.",ECTICN { L--------------------- - ------- } INN. 1'- -- - t -------'� -- --' ____.- L- STANOAHCJQIP 2x8AOLECUP Z OFNT6R OF ANCHOR HOLE MUST LIE 8083=TBli{.UM. U•CL1P,8083-TB ALUM. CENTER�OF ANCHOR HOLE MUST L� 0863-Y8 ALUM. D, .U /USEDfOR 2•XTO�PV V SHEET t8 -YMIMTHE DASHED laMNOARY.SEE TOPNEW c 250' w1THINTHEDAS11ED9a1NDARY.6FF TOPWew /// SHEPSG26FORTHEANCHORO.C. It • SHEtTB b•20 FO$7}MERNGfiOR O.C. � �OFANCHOR HOLE MUST Li15 ISTAtXF-"AXIMI ANOHORHOLE 18STANCFs.MAxsdUM AA'CNDRHOLE VIf[I-BNgH,a DASHeT BOLNOARY.9EE DfAMETBR:ANG{CR DIAMETER{•1118'. pWAETHR:AM1IC1:fOii DIA1iETER•1H8'. SHEET a&28 FOR THEANCHORO.C. . S.SO� T ASTANP.E.MAX IAUM ANCHOR HOLE CUTIM'btBTO OUIMETF'R:ANCHORDIAMETER+IRW. 0° gpOp• 3.W .•"I CRBATEFLUP� -.- .376' {••--2060'—'� .375 �_eEEOeTAa.t, r37� MW. 64W. SHEET4 .375' I ! i � I t ^Rti�UCT RI:YISED ' I 11 1 I 1 m wvrPlYf•+Sivi6+l tla Ffaa� 1 I �8',1t�t37.Dffi.d?: 1 1 1 I 1 1 �•� $1 I 1 1 1 OY - -.. Ib86° 1 , 1 y 1 t i 11 I 1 t 8.069 — -- ; � 250• i 5.438tri .`ICENSE 1 • • • • 1• • 's • • I I 2'XBX2V j •• • • I• • c • • i I = '` NO,58T05 MULLION 1 • • • • �• • • • • 1 • •• •• I • • •• i •978 6883.78 ALUM. I �FIAI 7G9ECTION I I _-____--_----1 '.•'id•. "I" ! •••.... • • • • U-CUP 2X5 AM%E CLIP s� • • • • • • e 666aWMALUM. 8063 TeALulL .26W Qp :•i i : • ••• s T x&•M1AL�N SHEET 17 TOPVIEW i 1 • • • • • • • e TW'YtEa� A LYNELI.8LR.1}.E ••• • • • ••• • FL'St.E.#68705 • •• •• • • • •• •• EXAMPLE 1'6MOL>i, RTiCAI.151=2! THE SUBDING SUBSTRATE is WQOYPN TO Be WOOD ON ALL F•OURSIDES,THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIMIl A DESIGN PRESSURE OF 46WI-tkO PSF. �A a+otivOHOPswtr�+O USING 1)INITIAL(YASSUMINGTHATAt"WiDEMill-MISSUITASLE.TH£MUWONLENGTH1872'AAtDTHEOF ANOVWDTHIS32`x32+1^=B6".Rt�EXAN WILLMET.CAECEEDTiEREQ 3 _ RECTANOUI.AR LOADING MUST 13E USED.SCAN THs MULLIDN TABLES FOR AMULUON THAT IS AT LEAST THE WINDOW FRAME DE"OF 2•iW'AND WILL MEET 011 EXCEED THE REQUIRED DESIGN PRESSURE OF•�80.B1-w.6 PSF.IF THE TABLE DOES NOT SHOW THE EXACT 812E,USETHE NFXT LARGER SIZE AVNIABLE. L Beg •�sfifi FROM TABLE ZA,SHEET 7.THE 1"X 2.76.X.$7WMULLION(LENGTH•T2',OPENING WIDTH c 70')MEEFS THE DEPTH REQUIRED,HOWEVER THE D+E914N PRESSURE t8•H-88.3 PSF AhD W47UL0 tl 4 FENWRAT04 DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRDOULTS S�a S THE RE.GUdiEMENT3 FOR THE Ar'PFtcwAt PROM TABLE 4A.SHEET 8,THE 1'X 2.75'%.560'MULIJON(LENGTH•72",EpEMNG Y.90TH-]Q7 WAS A DESIGN PRESSURE OF+1-72.7 PW WHICH EXCEED OPENINQ AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 630 LAS• N 7F •LENQTH TRNDTHEX ACHORsATtTYACLETVP£ EQIEFOHEWODD SUBSTRATE BOTH11E 3TAI CUPNTHf4}$1YANCHO 2)USETABLE4BTO FMTHE ANCHORTYPENERroINSTALI. ANGLE CLPSWTH(4)M12ANCHORS HAVEACAPACYOF85 LBS.THQUdi EhERONEOOILDBES1,THEBTS.OARDCURIS 1� D Agg, 3)VmfrfTHEDESIONPRESSUREOFT14IFFENESTRK-NONPRODUMSUSEDVWTHTHIS MULLION VYSTEM.THELOWERDEBIGNPRESBURE,OFMUWONSORFEI"STRATIDNPRODUCTS.WILL 3 �N SHEET s APPLYTOTHEOVERALLASSEMBLY.FtNALDESIONPREBSUREREQUURESTHATTHEBOTHTHEMULUONIMPTHEFERESTRAriOOPtODUOTBEWSTALLEDiNAOCORDANCEWRH-DIE 2-s INSTALLATION SPMVrAT*NS INTO RESPECTIVE SUBST FIATTESANR F94ESMVON PRODUCTS TO MULLION. �.. R4 THIS EXAMPLE.THE DEot�s SIGN PRESSURE RERiUI3ED LN'AS+)-6DD PSP.7N•t£OVERALL MULLION SYBTEMYfAS DETERtA1AEDT0 BE 72.7 PSF WTlFtAN ANCHOR CAPACTPf,QF83s L@S.ALTERNATIVELY, m { -•NA-AN-CHO-RS•1INN-W110M-BILLTHE ANCHOR CAPACITYAD.tUSTMENiFORMt1tACO1R.OHAVEBEENUSEDTQCALWLAYETHEANCHORCAPAOtTYREOt1BiEDFORTNEEXALTDESH3NPRESSUREOFSDPSF: F f -i F� ar iduLl.vwH (64 PSF "0 ESS)•524,8 LBt1 (MAY BE USED TO QUALIFY#IC STEEL SCRen FROM TABLE•6'1 - L ^- THEBtiILDiNIIBUBSTRATELSKNOWNTODECMUONTWEdAMBBANTtU$ESACONCRETEFfEADERAND SILL.THEWINDOWFRAME OEPTH482-318'.THE OPENW6REQUIRES A DESIGN PRESSURE OF+5iL07•tF6.D PSF. `- FOR THE YWrA MUS.UON' ' 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION 18 61$TABLE,TH E LWU.ION LENGTH IS 32"+7r+1MIr3^AND THE ENING W=IS 38'+W*i-.IT.REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADINQ SHALL BE USED.SCAR TjtE MULUONTABLES FAR A MULLION THAT IS AT LEAST TFd'WINDOW FRAME DEPTH OF 2-3W AND"LL W XATAIPLE 2:MULTIPLE MULLIONS MpET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-55.0 PSF.;F THE TABLE DOES NOT SHOW THE EXACTSREXT E.USE THE NLARGER SiZEAVAILABLE• 0. FROM TABLE 3A,SHEET 7.THE 1"X2.74"%.376'MULLION(LENGTH•1o',OPENING WIDTH•8M MIiETSTHE DEPTH REQUIREO,HOWEVER THE DESIGN PRESSURE IS+J-15.1 PSF g1iALYMTH-•r- AND WOULD NOT BE SUITABLE FORT11(S APPLICATION. . FROM TABLE 12A.SHEET 18.THE r X OX,26P MULLION(LENGTH•13L8'.OPENINGY07M=86')HAS AOEIYON PRESSURE OF 4RtT PSF WHICH EXCEEDS THE Fl=REME'NTS SEE•� MR 7H6 OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF B71 L88, see ry �. "ET•s SECAUSA IT 18 NOW KNOWN THAT THE MULLION WILADD 2"TO'THE VJIDTN OF 7FIE MULLED UNtt;INE ADJUSTED OPENING WIDTH(s 3$'+�8`¢2"•T4:NOT 73•AS PREVIOUSLYNTAIN / T 1�PRooutrl ASSUMED.VERIFY TttAT THE DESIGN PRESSURE is STILL APPLICABL•EFOR THE ADJUSTED OPENING ALTERNATIVELY.THE WINOCiWWIDTHB MAYSEREDUCED TO MNNTAIN aPrRaV THE 717 DIMENSION 972't36.11L tr:T3} _ r _ •+ 2)UBETAKE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR 11-2 CONCRETE SUBSTRATE.W THIS EXNAPI.E,ASSUME THE POURED 111 - CONCRETE HEADER AND S)U.ARE s'VIDE IF THE MULLION CUP Wditp TO BE t ENMED WITHIN THE S",CARE MUST BE TAKEN T.0 MAINTAIN THE FASTENER'S EDGE DISTANM. Veenaf•`L _ •J �- USING THE STANDARD CLIP,VATH(6)311¢'ULTRAWN ANWORS AT AN EDGE DISTANCE OF2-1 W ONtS AN ANCHOR CAPACITY OF 1p60188 WRBCH fS GREATEtz•AND muui ��S8E THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITY OF 871 M LFXRTH {$TAIL E, Nle A s>L 182.3 sI•BE.Ts FORLHEHOR1xONTA[._fAt1LL�9: H6�� BEOAUSE THE VERTICAL MULL WILL BE A2'X 4'X 260'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HOMZONTAL AND VERTICAL MULLIONS,AL-IERNATIVELY;ANOTHER .. FOR MULLION TYPE COULD S£CHOSEN. PRODUCT REVIS13D "mmWlU0 PscemPlyt WiltnlboFlaQ1R �� 1}THE MULLION LENGTH 4838°ANOTNEOPENINOHEIOliT18$2'72"+T•'I09'•REFEREPlC1N0SHEET 25,THE COLUMN U$INGTRAE'EZOIDAIJ1AiANGULAftLOADWOiUAYBE Bag . USED.FROM TAM 124 SHEET 15.114ri 2'X rX Sd4'MULLION(@ LENGTH^42`.ORENNe HEIGHT•120I HAS AOESIGH PRESSURE GF+M70.0 PSF WHICH EXCEEDE THE Aco¢(»I Nu 3'�'O^t.i�t•fl? REQUIREMENTS FOR TME OPEMNO A14D MAY BE USED IN THIS APtn.LOATION.NOTE THE ANCHOR CAPACITY REOUTRED OF$21 LB$,* Pb• 1• ttibsTaNts. 2j USE TABLE 126 TO FIND THE pNCHORTYPE,ANCHORQUANTITYANDCLiPTYPEREQUIREDFORTHECMUSUBSTRATE.INTHISF-�'mnF,ASSUMEIMCMUJAWSSAREW BY iW6ETS WIDE.IF THE MULLION CUP WERE TO H�CENTERED WITHIN THE jr.CARE MUST BE TAM TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USNO THB 2X6 ANGLE CLO'8 WITH 111 I I 1 I t 2a (4)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF I^GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH 18 GREATER,AND THEREFORE SUITABLE.PORTHE 71kQUIRED ` �LYNN p� �i ANCHORCAPA9MOw4S8• • • • • •• ............ 'e r __ • • • • } �,,•,. 36'.NORM 4)FOR11-111UO3 PINTHEWORIZW4N.:ULQWL O�Kj�LIAULLi0N U8ETHESAMEANCHORCAPACITY0FG21LBS.TABLE 12l1FOR THE UCUP3HOWSTH 1LSS.TR V�.: yLCENsg'•.-P MULIAENGM MULLIE"NGTH CAPACITY IB 10114 LUIS VOW USNGill ALIWHIRS, tY'EATER,AND THEREFORE SUITABLE,FORTHE REWIRED ANCHOR CAPACITY REQUIRIIaE NT OF 521 ESB.THE •-CFEMMVMTHFOR V11117CALL ILL ANOHORTYP�.t12STaEI.SC1i0P). • • • • • FROM THE A9OVE BTFPS,OUR MULLION bESIGTfPRE81RL�3:•• !t aJ-8&TPSFE-T20MTMHVERTICALMULLiDN: +•v •�` ® rF170A PSF(°Rt d THE 88'HOi11LONTAL MULLION ATTACHING TOCMU; fiU..• TSA r O t +l-170.0PSF FLRD �ORfZONTALMULUONATTAC1iWGTOTHEVERTICAI.MUL41�1(NTSRSECTION}. , '�` ••FCOtit1??`••.Cq�: THE LOWEST DES N��""�� E t8 x.84.7 P i 18'.W W:AfP1.Y:OfI.L OFTHE MUt11iN18. %`°S . .• C'� VBRIFYT1tEDE4i0�IPHr U PRUDUCT9U59DWLTHTHISMULLI0NSY3TFJA.THELOWER DESKY•TPRESSURE,OFMULLIONS ORFENESTRATION ��QNAL�1� ` PIRt7DUCT&1NL1.AP7'7-Y�LT^��A �INALEL•�SIORQI4lSBUREREQLIRE8TFWTTIiE80THTHE ODUCTSANDTHE REI STRATfONPRODUCT 8EINSTALLED IN A.LlLP.RRLIIIT,A,E. ACt�RDANfAMI.1HTHEiNSTALLATION TiOHB E�T� 81BE��YE SUBSTRATES ANb fE34E8TRATtON PRODUCTS TO MULLlIX1. FL P.EJ7 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • qb�U.^1 v --T EXAMPLED OF 6QLOADING: EXAMPLES 0FTRAPEZOIDALXfRIAM1It}ULARLOi°iDIN& ppi pti Pw PW q aw i �x r HtDH SH(DH H SHID ( PW' / PW #}s14 0� swOn S LOA01td0 OF VERTICAL MULLION LOAxNRQ,.VEfiT1CJJ.MULUON J Y tmO BILL OPWIIDOWBNOTANCHORED w(7H FNTERSECTKr>HORRaWAL MULLIONS t SGD LOAINNG OF VERITOAL ML{LLM f PW LOADING OFHORIZONTALMULLR)N LOADWe OF HORIZONTAL MULLION r T Pw PW - SHrDH gli�H 81110ii SH1DH - l� SHIDII IOADMIOaFVERTlCW.MULLiaN LOAOINOOFHORIZONTALMULU N SltiOFW(NDOwSNO7ANChPORED W(IHINTERSECTINGVERI'MALMULLION r PIN PW HR ' � f S LOADING OF(2)HORMWALIO 11'ON LOAOINOOFHORIZONTAL"J=N LOADINWOFMORMONTAL WJUJON _ 1 HINGED I IlOTEB: ;imurT REV(SSD DOOR Pw Pw as cam(rlinto 6o Ft rl& _ 1)DRAWINGS ARE Rulldlug 1 RERE9ENTATIONS OETYPICAL AcnjvnnM { / I ... ply OONFIGURA110M L j _'-'- CONRGURATSONSNOTSHOWN Rp MAY BE EXTRAPOLATED FROM M( THOSESHOWN. / / / ((/ r •*• • /• f 2)IF THE LOADING:TYPE CANNOT ��Sta( LYNiti MI il�� (/S • 1 • • • • REDETERMINED,USE FNS ^� • 1 • oil •PW RECTANGULARLOADWO. j� �ti E''•.P • aW F• / ,l 3iSEE pRapUC'7'g'APPROVAL FOR . ..- .. •.• • •• ,/ ACTUAL ANCHOR LOCATIONS. t LOA13ING OF VERTICAL MULLION LOAWNGOF VERTICPL MULLWN 1 1JJ/ PAf•7El.OFHINGED DOOR lSNOTCAPTUREDORANCHORED WiTHINTERSECTINSHORM(TALMULLIONS { ` '^i'• � [L OF I SOD (), • 0:0 • �7omv .•' itq�,C ••• • • • • • L�ADAIG aPl{gRT10\L: LOADING Or HORIZDNTAL • • MULLION • • • MULLION fi P.E. 68708 ••• • • • •• 0 1• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V'L * 411=17 Florida Building Code Online • 4 a BC iS Home Log In User Registration Hot Topics Submit Surcharge ! Stats&Facts pubikadaru FBC Staff SCIS Site Map Links Search NProduct Approval r 0 USER:Public User Product Approval Menu>Product or Application Search>Appitration ust 1 , • r t Search Criteria Refine Search Code Version 2814 FL#. 14559 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ All Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-A Ications l Tvue Manighcturer Validate¢By i Status ( FL14 - <Revision JEL.D-WEN }National Accreditation 86 Management •••.i: tprove� t•••• !R7 i Category:Exterior Doors t Institute • • • 11* • i Subcategory!Swinging Exterior Door 1(804)684-5124 . •, • i • } � Assemblies •••••• •• • ��•••• *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. •••••• • • • G2Mct Us::2601 Blair Stone Road,Tallahassee EL 32399 FhWe,85D-497--16 ••• 0000 ••:••• The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::AccessibYflt.Sb.*"ent::Rj&j Statement 000000 - Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a p IRS request,do no•send electronic •• mall to this entity.Instead,contact the office by phone or by traditionai mail.If you have any questions,please contft 80.48?1395.' uarrt to Section • 455.275(1},Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department Aan emalymf jf they ha"0000 one.The emails provided maybe used for official communication with the licensee.However email addresses are pub*recoup If you do Wqp t o supply a personal address,please provide the Department with an email address which Can be made available to the public.To debefmin•If Wu are a licensee under Chap4r • ••••• 455,F.S.,please dick cera. •• • •••• • • ro • Pduct Approval Accepts: •i ®®Eq ME Credit Card safe h*llwww.floridabdidng.org/pr/pr app lst.aspx 111 4/19/2017 Florida Building Cade Online p=a ¢ iziv BCS Home Log In User Registration i Hot Topics Submit Surcharge t Stats&Facts Publications FBC Staff : BCS Site Map Links Search � r �' Product Approval d. } .�ii�i? USIR:Public User Product Apmyal Menu>Product or Application Search>Application List>Appflcation Detail FL# F114569-117 Application Type Revision Code Version 2014 Application Status Approved *Approved by OUR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 3ELD-WEN Address/Phone/Small 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jedd-wen.com Goes Authorized Signature Kaede McLaughlin • • • •• • • • fbci@field-wen.com � Go: • • Technical Representative 3ELD-WEN Corporate Customer Service e•e G • Address/Phone/Email 3737 Lakeport Blvd. • • • o Klamath Fails,OR 97601 •Go• •••• ••••• • • (800) 535-3936 •••••• •oG• •Goss customerserviceagents@field-wen.com soeGoG • • Quality Assurance Representative • • • • .o ss o G • Address/Phone/Email • • ••e•es :*see: Category Exterior Doors •• Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute i Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https•JAmww.foridabi ilding.org/pr/pr app dti.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWIDOuyPOG87LWwGxpHtrgMQ2/u3d°/a3d 1/3 AA9/2017 Florida Building Code Online Date Submitted 11/11/2015 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 summa ry of Products I FL* Model,Number or Name Description 114569.1 Contours Steel,Wood Edge Full Lite Door, Outswing,6'-0"x 6'-8" Limft of Use --- Certification Agency Certificate i Approved for use In HVHZ:Yes FL14569 R7 C CAC NI006255-117 Certificate p_df Approved for use outside HVHZ:Yes i quality Assurance Contract Expiration Date i Impact Resistant:Yes 09/30/2019 Design Pressure:+60/-60 1 Installation Instructions j Other;Product must be installed per manufacturer FL14569 R7 II 1WO509-03 Installation,odf Instructions as stated on drawing 3WO509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3392.odf Created by Independent Third Party: Yes I 14569.2 Contours Steel,Wood Edge {Full Lite Door, Inswing,6'-0"x 6'-8" i Limits of Use -�� —i Certification Agency Certificate i Approved for use in HVHZ:Yes I FL14569 R7 C CAC NI006255.02-R3 Certificate_pdf j Approved for use outside HVHZ:Yes ;quality Assurance Contract Expiration Date Impact Resistant:Yes i 06/30/2019 Design Pressure:+60/-65 i Installation Instructions s Other: 1 FL14569 R7 II 3WO509-04 Installation.pdf 1 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes i I Evaluation Reports 0000 FL14569 R7 AEPER3I93.ndf • • i i I Created by Independent Thir Par;.Yes 0000 •"•••• 114569.3 - - _ t Contours Steel,Wood Edge i Full Ute Door,Outswing,6'-0 :t 8 Limits of Use Certification Agency Certificate ; io • Approved for use in HVHZ:Yes ! FL14569 R7 C CAC NI00625e-F"tQrtificate.t,al••• • • Approved for use outside HVHZ:Yes Quality Assurance Contract tion Data••• ••I••. Impact Resistant:Yes ( 09/30/2019 •••••• •••• ••I•••• • Design Pressure:+50/-50 :Installation Instructions ••• • • Other. ? FL14569 R7 II JW0509-01 SS 20.199-07-02.pt •• •We• • Verified By: Hermes Norero••157" • • ! Created by Independent Third Party:Yes • • ••i•• • Evaluation Reports • ••••• • 1 • 1 FL14569 R7 AE PER3391.pdf 690 ••0••• Created by Independent Third•Party!Yes 000, • • • 14569.4 Contours Steel,Wood Edge i Opaque Door, Inswing/Outswing, w/or w/o Impact&Non. t Impact Rated Glazed Sidelites, 12'-0"x 6'-8" i Limits of Use j Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CHIC NIOI1062 N1011062.01 Certiflcate pdf Approved for use outside HVHZ:Yes Qual-rty Assurance Contract Expiration Date ! Impact Resistant:Yes 04/30/2020 Design Pressure: N/A !Installation Instructions i Other: FL14569 137 II 3W032012FL- Installation.odf i Verified By: Hermes Norero 73778 i Created by Independent Third Party: Yes Evaluation Reports 4 91.14569 R7 AE PER3321.pdf j Created by Independent Third Party: Yes i 114-969.5---�M �rContours Steel,Wood Edge -- Opaque Door,Inswing/Outswing, wJ or w/o Impact&Non- _.__ --.--— ---_-_-------i Impack Rated Glazed Sidelites,8'-4"x 8'-0" j Limits of Use I Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC NIO11061-Rl Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Data I Impact Resistant:Yes ; 04/30/2020 Design Pressure: +45/-45 Installation Instructions { Other: FL14569 R7 II 3W072012FL Installation,odf Verified By: Hermes Norero 73778 f Created by Independent.Third Party: Yes i j Evaluation Reports FL14559 R7 AE PER3322.pdf i Created by Independent Third Party:Yes 14569.6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite,W-11"x 6'-8" i htfasJ/www.floridabuilding.orglpr/pr app O.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW1XNZ.W1D0uyPOG87�WwGxpHtrgMQ%3d%3d 213 411WZU11 riorlua tsullaing s,00e viulne l I,In1it9 of Use Certificatioln Agency Certificate F i Approved for use In HVHZ:Yes FL14S69 R7 C CAC NI011082-R1 Certificate.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 08/31/2019 i Design Pressure:N/A i Installation Instructions } @titer: FL14569 R7 II S-2104 Installation odf 1 + Verified By: Hermes Norero 73776 ! Created by Independent Third Party:Yes ( (Evaluation Reports 1 FL14569 R7 AE PER3398.Ddf i Created by Independent Third Party:Yes __j 14569.7 Contours Steel,Wood Edge i Opaque Door, Outswing,w/or w/out Sidelites, W-11"x 8'-G"^i Limits of Use Certification Agency Certificate i Approved for use In HVHZ:Yes FL14569 R7 C CAC NIQ11096-R1-N1411496 01- Approved for use outside HVHZ-.Yes R1 Certificate.Ddf I _ Impact Resistant:Yes !Quality Assurance Contract Expiration Date i Design Pressure:N/A 06/31/2019 i ! Other: Installation Instructions € ( FL14569 R7 II S-2108-01.pd ! ' Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes ! Evaluation Reports ++ � I ( FL14569 R7 A-E PER3832.odf i Created by Independent Third Party:Yes FTq 0 Contact Us::2601 Blair Stone gged Tallahassee PL 3239.9,Phone:650.4x7-1824 The State of Florida is an AAIEEO amooyer.axlm4rieht 2007-201 State of Florida.::Privacy Statement::Accessibility Statement.:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,citembseM electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please mora BSD.444 11.1395.+Pdtsuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Depa�men an email A&M W they ha%E••••• one.The emalls provided may be used fpr official communication with the licensee.However email addresses are public W� you do notLa pply a • Personal address,please provide the Department with an email address which can KA be made available to the public.To determine If you are a IjFri;er Chapter • 455,F.S.,please didc hem. •••••• •• • • Product approval Accepts: •••••• • 92 RAI E •••••• •••• •••• • • •••• •••• ••••• Credit Card .... ..... Safe •• •• ...• ....:0 . . . . ...... 0 000 • • • e0000 httpa./Avww.floridabLilding.org(pr/pr app cit1.aspx?param=wGEVXQwtDquxTVBjriRcYg%MEHWlXNZWlDOWPOO87LYVwGxpHtrgMQ%3de/aid 313 NOTICE OF PRODUCT CER'T'IFICATION :t CERTIFICATION NO: NI006255-R7 t DATE: 10/14/2005 CERTIFICATION PROGRAM: Structural\ COMPANY: JELD-WEN CODE: 104-3 REVISION DATE: 05/05/2015 To verify that the"Notice ofProduct Certification"is valid,please visit www.NAMICertifcation.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approvedcertification label must be applied to the product to claim certification status. please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series"Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood- Klamath Falls,OR 97601 Edge Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate•• • Hurricane Astrati • .. .... Configuration:XX • • ' Glazing:Mr-1/8"Temperede(tilass�' •• • sees Laminate-1/8"Annealed Glassl0.090"so'lutiaMferlayer/1B" • a 00 Annealed Glass "" •••• • sees Frame: W-1880mm(74") H-2 VY) Panel: W-940mm(37") H-2"74,xa f V) .• DLO: W-559mm(22") 11-1626T%(6411) :"' ' • see* SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing,Laboratories Report No: NCTL-210-3195-1/SIW2011-070/W-1556/W-1565 Expiration Date: September 30 2019 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC, 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 L . Steel a CONTOURS STEEL DOOR,WOOD EDGE tD 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT a ro r UTILIZING COMPONENTS FROM ODO INC.AND _ 74" MAX. OVERALL. p M r--a to FRAME WIDTH o m o m C� I;NDURA PRODUCTS INC. 37 1/2" MAX. C a o FRAME WIDTH36 1(2" MAX, m n0 35 3/4" MAX. PANEL WIDTH — `v v QirNEAAL NOTES PANEL WIDTH w(ASTRAGAL o I •Mtn t.THIS PRODUCT 1S DESIGNED TO COMPLY WATH 774E CURRENT FLORIDA BUILDING M t`�oL. m CODE(FRC).INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH A M E THAS201-WING: TAS20i-94 TAS 202.9a TAS203.94 i- 2.WOOD BUCKS BY OTHERS,MUSTBEANCHOREDPROPERLY TOTRANSFER 2O t/2" --I w MAX M,e,X O 23 LOADS TO THE STRUCTURE. w MAX ti x D.L.O. D.L.D. p 3.FRODUCtANCHOR35HALL8EAStfSTEDAPIDSPACEAASSHOWNONDETAIL5. 7� D.L. W �Wj ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING Td. INACTIVE ACTIVE DRsrucDo. o a a p. / O o 6.DESIGNED PRESSURE RATING SF-ETABLE I,PAGE 7. 5.THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY 1 3 3 E t7 HURRICANE ZONE{HWO '4 6.PRODUCT DOES NOT REQUIRE SHUTTERS y 3 / 4 °a 4 3 / 4 Z \ fj ` �~ � Lw RESIDENTIAL INSULATED STEEL DOOR rCommon to.111.11 conditions} [0 4 / n / y In O d z DOOR LEAF CONSTRUCTION: z�� a Face sheets: 24 GA(0.021"min)thickness.Galvanized steel A•525 ro LH o U_w commercial quality AKDO per ASTM 620 with average minimum yield oI T c a z 5frangthFy(aVe)m30627psu A A A Core Deslnn: Expanded potystyrone with 1.D to 7.25 Me oenslty,by Jaid-Wen Inc g 4 2 4 2 4 a a Panel Construction: The active and inactive panels are corutnicted from 24 GA Ln m (0.021"min)galvanized steel.The face shoats at top and bottom are beal 90'over REF ASTRAGAL BOLT ITEM 12 m o the top and bottom rails.The top rail measures 1.0"high x 7.688"wide.The stsel SINGLE_OUTSJYING UNIT (XJ DOUBLE OUTSwLw UNC' lXX) 1z C-z O bottom rad measures 1.21'high x 1.688'wide.The sides of the Face shesis are mil SCAL r..' 1/2" =1'—O" SCALPS.- flZ' =1'—O" ED, formed into the latch and hinge stiles which measure 1.00"high x 1.688"wtda.The z Interior cavity is tilled with expanded polystyrene.The face sheets are glued to the O¢ti cc a wipanded polystyrene.The pastels are cut out for the twopiece ODL Aluminum ALL p00R MODELS ARE VIEWED J z FROM THE EXTERIOR SIDE ` ALLEN trams.units are glazed with tampered and laminated Impact I"lG.On D} 9 double door applications the inactive door is fitted with an extruded aluminumN }}.. astragal of 5063-TS alloy,mawlectured by Endura. TABLE I DESIGN PRESSURE RATING W 0 W W W Frame Constructlon: The framssare constructed of fingegolnted pine jambs APPROVED FOR USE WHERE measuringSij.4-9116'x 7-7/4".The head jambs are mottlsod and butt joined to •• INFI TRAT!4 PROTEOTION FOR WATER IS REOWRED NOTES:— ALL VIEWS FROM EXTERIOR. o o w the side ambs,and attachedwith three{3}76GA7It6"crownx2'long 2 — FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN r�r staples on each side.The thrashhoid Is attached to the side Iambs with POSITIVE • • • • • +eco WF • MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. three(3) 16GA 7116°aovmx2"longstaples aneachaide, NEGATIVE • •• • • • • tIGG? 3 — FOR VERTICAL ANCHOR IN 1X BU titDflTIQ)j IN Gtazintr: OOL Insulated lite is 1"overall thickness,conststing of one(1) pane of 0.125"tempered glass;D.5'airspace;two(2)panes of 0.125" $ C r^NTS • • •• MASONRY/CONCRETE. SEE igiL5. w o u m annealed with,090°PVB interlayer by Solutia.All hies are sandwiched SHEET# DESCRlPTtt7N ' glazed into the panels. ti O�+ Dare 6/18/13 1 TYPICAL ELWUgM st e:AS NOTED 2 VERTICAL Coon M-FON?•BILLOF R1AL ado,By. EAG 3 HORIZONbl CROSS SECTION!• • • • t +, t .ty cwc sr.-S. SAFFEL 4 OPTION`L 1 X BUC& mmsommCR ROS RONb � „ DPAMNG 110A 5 ANCHOIlIIftlLOGgfIONS • • 6 COMPONENT DETAILS ftio%c nty1slpmnaappr-In g this document .E JW05Q9-03 7 UNIT COMPONENTS Date:2015.024911:141A-05'W iaPH0 !o® r�2es7a slim I of 7 • •• •• • • • •• •• ••o • • • ••• 0 0 ��-1" MIN. r----- 1" MIN, Item DESCRIPTION Moterlof m 1 S16E JAMB 1 114"x 4 Y-/ 16'FiWC O1NTE0 PINE PINE 2 NF JAMB ( 4 x 4 9 16'FLNGERJOINTED PINEPINE MIN. MIN. 19 MIN... 1" MIN. 3 4'x 4" BU17 HINGE 12GA 089 M(NSTEC z4 #9 x 1" PH LIP TH WO SCR S7E q v _ 78 35 S 70 PHkLfPs HQ SC EW WfTH 1 1 2 MIN. EMBED. E� 20 10 X 2'PHILLIPS FLATHEAD WOOD SCREW S 1 1/2" 1 4" MAX. : 2 7 B X 3 PHILLIPS FLATEHEAD WOOD SCR STEEL o m cl'� MIN. EMB. SHIM THK. 20 8 f'PHLUPS FLAT H WOODSCREW STEEL p o 2 C M MON W TH ST P L" L" DS-650 V(M"_ '� a0 m m 1 E OUOSWING THRESHOL ENDU ALUMINUM 4 ee 2 12 ASTRAGAL THROW BOLT STEPI.ROE). 5116'x 18 STEEL '4" MAX. SEE \ 13 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL o I,U.�v TIM THK. DETAIL A SEE ON HEAD JAMB m= . x SHT. 7 26 14 i Go. 7,11C CROWN 2 LONG STEEL M R IL u° DETAIL A 15 KWIKSET LOCK SERIES 410 STEEL = E SHT, 7 26 i6 KMK ET DEAOBOLT SERIES 760 STEEL 28 17 ENDURA UL71 ATE H RRE ASTRAGAL ALUMINUMis Y i 5 9 28 79 ASTRAGAL BOLT S IN x WO00 BUCK T SILLWOOD 1 21 1 34 9 30N R LON L "~�'�• 21 DOW 995 SUCONE SEALANT Sf CONE w 3O ^: '',: 21 22 i IMPACT IG ASSEMBLY BY ODL S c5 ".;•.. 3 1/8"TDAPERED GLASS GLAS5 0 0 23 3 6 HATED ANNEALED GLASS C w 21 21 21 21 5 BLOCK SOLID WOOD x 72'L(;) wu a o i SEE 27 TOLRAL 5GA MIN GALVANIZED STEEL STEEL 1--o LvL V¢ w DETAIL G EXTERIOR w SEE 28 pZAm L'OLY5T4pF I.O TO imu DEN5RY 6Y MD--Mw) m 0z¢o V d SHT. 6 x o DETAIL G EXTERIOR 2y L 1>oGx P s1nN MATERIAL 24GA O LVANVEO STEEL 0 Ld 23 w p SHT. 6 A-525 COMMERCIAL OVAUTY 0.021°MIN. TMCK, : ❑ : 23 31 N GER JQL 5 V!. LVL z�3 m tJ0 22 2 (FINGER0 LVL L y o -j- 'co j ' 33 8 x 2 PHIL LI TH D WOOD S REW S7 L m N Um o24 22 34 J/16-jjW BUILD TAPCON WITH 1.25 MIN.EMBEDMENT STEEL p NT=R! N 2¢ OPTfONAL 4x WOOD BUCK WOOD .: w o N I m .: > a t C> m n 21 21 -q- 21 21 Am co 30 21 NOTES: z z 30 ;; 21 Q FOR TAPCON MASONRY AND WOOD SCREW ANCHOR 3 28 F SPACING (ITEMS #5 & #34), SEE SHEET 5. z 29 0lk-0 x 27 28 FOR VERTICAL ANCHOR IN IX BUCK OP71ON IN _ z 29 MASONRY/CONCRETE. SEE SHEET 4 FOR DETALS. W L) o 4t W N OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW tZ Q w w fa 17 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 1 5 + f T EMBEDMENT IS ACHIEVED. m ••• ! • • •• ��^q . rte, 1 1 34 • • • 1 1/2" MIN. EMB. • • • •• �� ESF O sir wavm¢Z 1 B • DATE:6118/13 • IN Y G Sca.E•.AS NOTED `q T� . - owc.or: EAG 1" 1 l g w •" e • �I • • • �'• T r E� I)RK wS. SAFFEI MIN. MIN. i •• • T i l �w i i �'� v .4 C C O 3 •Y• D • • � JW0509-03 s 2 Tf•GOD FRAAt.E INSTALLATION SCALE. S" =1'-0" 2 CONCRETE INSTALLATION SCALE:- 6" -Y'-O" FB9E � sSEEr 2 oa 7 ••• • • • • •••of* 0 000 • • • •• •• • • • •• •• 4 3 5 MIN...-�`�1/4- MAX. 7 1/SHIMAX. i MSN. I SIM SEE DETAIL A SHEET 7 15 22 SEE SHEET 7 1" 1" SEE MIN. MIM. OETAIL G x 9 M•o :-a, SHT. 5 :r hZ O? C v w 30 21 n 31 O m o en w 9 21 w Of 23 .--a Q w 0,o 00 0C) Go 00 MIN. LL ::ii'S::`:I`L: ':�;•'w v,':'•1.:%-;•;. {::'y: e;`� .:.: -•-•.^i g'M4N, d Irr,gr R't:: •. 4 ..i'?"��`t.^.ji....,.:c,�.:.. � p^•< q.�i.�.- LL {I '� "y:�:i:3'#, r�vr��yn�� xl.^_•i:::rt"`s,i;��d:�j� �'r. ��y� x 25 24 21 +,t E 2a 32 29 4 19 W 21 3 20 Y 1 19 A a 3 HOOD INSTALLATION (SCALE.• S" =f'-0") 700D LNSTALLA7110N (SCAL&` B" _!-0" LU B 4 34 1 1/4" C.5 q F- MLN• EMU. 1/4' MAX. 1 J4,MAX MIN.EMO. -�. O N Z '(''''�'� 9 I SHIM 1 SHIM I�'•' 1" p C?0 U f I� MIN. SEE DETAIL A 28 29 22 SEE DETAIL A SHEET 7� MIN. �U� MIN. MIN. � SHEET 7 15 SEE p ,� Y N 9 _ DETAIL G � 6 SHT. 8 30 a•�-: 0 O cwt 9 3027 21 r�sw 3t W2p J rt: i5l 1" MIN. .. L:t:v 23 T .::;.�: .3. " :'1.;.:.�.� MIN.1" y p N ._�, 41 MIN. ::t�t:-0tt`.,r.;'.i �r�:•S`�...;i .': .r.',f,T;'.r;f.;:,i,.; MIN. a ..F..i,;{.).i',:,::i�e°,q:•i;;.:^,. p W r`p O 33 r"'<,,f's e.A;1;1 :f:G°.'�1.:,.6,''�.':�•i�!t;:S:�'}"::�r`<'i". O W V7 t-- 1B 32 25 21 24 21 29 28 4 3 4 34 4 5 to m 26 20 Ar �z 1 e 3 CONCRATr INSTALLATION(SCALE' 6" =!'-0") s 3 CONC.4RTE JNSTAL,LATION(SCALR. 8" =1-O" 5 m O z NOTES: O 2 t7 E>ASTACAL FASTENER SPACING DETAIL F.SHEET d. (TOTAL OF I4 SCREWS). ~ z sNTERIOR � O 1 8 1.../LATCH AND DEADSOLT STRIKE PLATES MOUNT TO ASTRAGAL W(TH AD.NSTABLE NUT PLATES- 80TH PLATES REQUIRE jB%3"PHILLIPS FLAT HEAD WOOD SCREWS. Y� :> w a .. i_.`•,.'_,.'..�.•-r:.";..<,:!f�:�. � ;i:,.:;'•.,2'::::�,°. �2n BUCK TO 5U85TRATE FASTENWO SdkY UTfLIZE OPTIONAL 3/18'IJW BUt1DDC T4HLVN. >...t. r•.}r '�q:,�:',,j!;�;r.`•,';rt,`r,' •t�4 •..:�"L'i ®FOR TAPCON MASONRY AND W000 SCREW ANCHOR SPACNO(ITEMS#5&X34).SEE co tD O :i.*r't.'i %`-`: >y.i.-:;]t:.iy 1.�.t:r"•: .•'I�{r;#:i;R•# SHEET a '- O w INACTIVE ;t y.s:.'!'a".'•: stl;'t:, ...•'e. •tCT�E• O m Q • • • FL>FOR HORIZON-AL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRESEE SHEET F FOR tV p •• • • • ••• • DETAILS. 1%vi UI Nils .-•LN-4- 28 29 32 •••2 •• 0.: ••• -• • ••• OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION 0 VIF AJ'/�,ONG Lt7 ^p AS MINIMUM EMBEDMENT IS ACHIEVED. •�� .... 'r Z 8173 RST,jj4GAG GROSS SECIj0 TT�p• : '•�Q f SCALE:AS1 NXED (SCALE: G" =ir-0�•• • • • • 7 • • ='�' . i'�' EAG • • • • • • • • • • • • • • • •• • • DRAW=NO.: ••• • • • ••• • i `' JW0509-03 Fgp {( I 29WB SHEET 3 of 7 ••• • • • • ••• • • • • • • • • • • • • t 34 1 1/4° ---IMIN. EMB. 0 1`h11N.---- 1" MIN. t1/4" MAX. cst 1' MIN. -1'MIN. I' ( -1 r SHIM rn IN. Mt. SEE DETAIL A 28 29 C.6 c It m MIN. SHEEP 7 15 0 m o cl N 22 Q C ryNP v 21 SO DETAIL G an d �^m i Ll I 23 SHT. 5 DR m 42.d. 35 1. T .0.j tai w'�. 1" MIN. •s'.p.:%+(.'•", !OL•EELra$ FI r. 1/4" MAX. 20 MIN. co LL SHIM THY.. SEE 33 Y' DETAIL A '^.:..r,,... ,( jQ$ SHT. 7 26 25 21 24 BHORIZORrAk CA 28 2 4 OPERATING UNIT 1X BUCX 35 32 1 34 9 r,•. OPTION IN JUS0NRY/CONCRZT4r 20 1 1/4' W Z r"i;;;..: 2t (SCALE- 0" >f'-0") "1 MIN.EMB. q 30 v L:::s r.. 1/4-MAIL f w w e 1" U 27p 1 SHIM 21 SEE DETAIL A MIN. O G9 fy SHEEF 7 t' h-4 ZM SEESEE x o DETAIL G DETAIL G 27 30 z 9 MIN. odw Jlot q SHT. 8 SF{T. s �� , o Z 23 r��+ 31 Q CD: d 'a WH N 22 24 $ % ."'< 's i.r:•tr`,�'`•r;: ,.;:i;.f' MINMIN. S Q n ;;•St :;�`r,�,•'..iµI .. ti'ts' 0 O � IN7E.F10F Y^.. '•!,S';�i;V+.x•1C- '`"•'." � oI to a O~�Oiz XZ n21 27 1 1/4. 27 29.. .28MIN, w 30 _: EMS. 3 2D 35 34 1 m 21 C N 34 19 20 *!EG CROSS SBLTIDN TYP. 6 28 ;I... , o l 2 31 32 - 4 OPERATING UNIT 1X BUCK 27 `•,°r::.:.. 28 OPTION IN MA30XRY1tVAVNB'PS �_ RICBT XINCE S4WVY 4EFT SINCE OPPOSITE SHOW t'MIN. > (SCAlfi 6" �1'-0") O 71 Z O � 1 34 r w W a a \ o voW • • ` ••• • • •• n FOR 7APCON MASONRY AND WOOD SCREW ANCHOR SPACING(ITEMS J5&P4),SEE Nom• f • • E A l...v SHEET 5. . 1'MIN. :R Z D OPTIONALLY,ANCHOR CAN 8E PLACED IN NARROW SECTION OF Hq{�ak1Rl WIQ4,AS LONG "- -^I t°MIN. I i"MIN. ', • • • • • AS MLWMUM Eb6EDMEN7 19 ACHIEVED, NSA S F• t i 'U z 1" MIN. d • •• 't� • • • •• v :£C, ter„+ DAM 6118113 - MAX. d �AS NOTEiJ 2 4 OPERATING UNlT 1X EL?Cff :• 1 1 SHIM Ei wvc.BY. EAG =/2 MIN SMB. • • �'{t ; OPTION tN AIASONRY/CONCRETE • • ••• • i • i •0 v az =atx.BY.S. SAFFEL (scala- e"ar'-D^J •OATiCiNl�t�'tA�O�lR�/CbNG?' 7 IJ$SYALLv ` CONCRETE/ 17L�i�. JW0509-03 BY ••• CROSS SECTION OF H—WA S OWAMB iia HTR OTHERS Pea • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE DETAIL 8 2 I SHEET 6 a SEE DETAIL 8 L-A" SHEET 5 *a uO o SEE DETAIL. A 33 SEE DETAIL 9 0 m o m N SHEET 6 io 6" }^— 12 t/2' NP. 6—j SHEET s g 0 2 am In i _ J In �� d L j Q�j Q�LLvv fl u'w 5 vt vii m co m CL u M TYP. 4 SEE DETAIL D•- "t E Illj NP. c , SHEET 6 cu A N A n 8 a C C n D wo, r m _ io 34 Y 3 U p z 5 TYP. ce¢ M 5 TYP. o a w U yr I V ws-S} zo SEE DETAIL A �— / If 37 3/2" SHEET 5 6 S 2 1 2" TYP. 6" SEE HEET TAiL A a m 74" m rn p 3 ALL DOOR MODELS ARE VIEWED 11 ?$ y FERN THE INTERIOR SIDE �1m m wo� SEE DETAIL E SHEET 6 uz ZZ 000 us in b U aK ANCHOR= LOCATIONS AM ONNG LOCAT�O�N�,S DOUBLE k�Z V' OUTSIYINC SINGLE" UNIT f'XJ OUT5 FIX UNIT t X z SCAL.R.- 1/2" =i'-o" SCALas• i/z" =i'-0'• _w a C�,r 2 O O Ov 1 •• •i i i i•i •• tSttttrl,��4 F w o m¢O 11 ��,Z. .•''�� 'ftfl"^ amore:6/18 73 7 SAS NOTED • ••• • • s4 :A _w rnrc BY; EAG • • i T cwc ar:S. SAFFELL •• i • i•i i i • ••• i i + Cx+� icy 3 4 • •• • • • • • • oaaxmff r+o.: DETAIL '0 ••• • • • ••• • JW0509-03 SCALE: 3 =i'-O" SCALE* T' =9'-O" aF 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t 4 9/16" ANCHOR Cal EXTERIOR SIDE t EXTERIOR 3/4^� 1 1/4" 13 7 34 Z m 10 y n Q t6A in 2 O O a m m N® ® 3 34 33 ® m0 co°D uJNTERIOR i 3 517 a„u.DRILL 3/8" ASTRAGAL maILRETAINER BOLT HOLE ETHRU FRAME/MASONRY 33 3433 x 1-3/8" DEEP D87'AIL B DETAIL C DETAIL D n re U A -JIINGE hffltJldTJNC LlETAJ THRONIBOLT STRIFLi PLAT,€F4R IfEAD STRIKE' PLAPIV, M JAMBS STILI"PLATES Tp 4SMCAL Lu SCAL 3" 0" SCALL'• 3" =1-p" SCALE. 8/8" =1'-0" SCALE' 3/8 =1'-0" o ti o � o rt go Cs M Q Oso GS i� _jz0 W N M ao J, 0 DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE eo THRU THRESHOLD/MASONRY x 1-3/8" DEEP " 1/2" x t/4" CU-D SPACER aI -o m coo `t w 30 gi a a rn v: c� } 1/3" TEMPERED GLASS ¢C' m zz 1/2" AIR SPATE21 m V1 0 V1 N 7 34 TYP. ° } z 8 o z m ti a a 0.090' PV9 MAYER BY w 2 o o soLcOLL fn mA ?1 �" ` >;xrERroR � a� f 5/8" GLASS 2T 1" SITE 1/8"ANNEALEC `rr-'ooQ •• • • • e ••• • • ••• 64� DETAIL E DL"1'AIL F - ENLXIR 4 STRAP •• s • • • • DETAIL C 0DL w m AT (GAj AETAIaJR'R STRIff& PGATts �(l�SILL• • •• GLQ�INC DETAIL 1SULATED GLASS %ftfitrJtrt� SCALE 8" =1'-0" •• e :• • • • e• SCALE.- 6" =1'-0" �� F SES . J ZA0 r+ DAME:6118113 X.T ., = sru AS NOTED s •• e• A :a _ DWG.BY: EAG • • •• • • C•• 10- eHx.er,S. SAFFEL est *we DRAWNG NO.: • • ••••• • • • • • JW0509-03 Fea�fe SyEa of 7 ••• • • • • •e• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4" 0 O!D O MN A O O a'r m N O ♦ m f — 4 9/16" I m m a ua m m A A �L N�•• 1/16" (Min) �� A h It.Ln M z m==m P. ~p Lt LL BUTT HINGE 4a4x12 CA. 9 SS )'J R /a e 10UTSH'tN TNRESfTOLD (ENDIIRA) E SCALE. 6" =1'-O" U SCALE.- 6" =1'-O" gtrs--650 SCALE 6 =i'-0" SCALE. 6" =1' O1' O 2 1/2" 7 13/76° 7 1/4"r 1 3 M d -7 1/8" 1 3/16" 1 o Q L. R RN 11/16" ` i/ -� oaq z --� s mrGzr 1 I WCH yQ- O s�ocx `x f UZATCH 1/16" mwIL (LVL) 'STILE(LVLB TTOM RAIL3 I r '7 URA .ALUMJA7TM ASTR { 5 - STILL' VL27SCALEr 8" -1'-0" SCALls6" =1-0" SCALE6" =1-0" . 6" =i'-0" SCALIs 6" =1'-O" ' o' o a 2 1/2" N m 7 3/4" - UZ oa �� w =WmzZ V) rr ASTRAGAL BOLT MAT.- C/R STEEL ROD ASTRAGAL SILL ODL31 MltN60SRSY 57- all �o o �2 off CjIRO.3fATE •• ••• • • • • • 18 ,rjQ • • s • • • • • SCALE""6" 0-f SCALE`.• 6" =>'-O" SCALE 6" =i'-O" • • •• • • • • • 104: w 0O o • • • • • • i • • \�ti/t1H 1111/� •• ••• •r • • • •• .`��I ES F. i��irr waUm¢o 3/16" C-SINK. NOTE 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN, EMBEDMENT �p y DAM. 6 1a 13 t WHEN INSTALLING INTO WOOD SUISW49 AT VAD & JAMBS. i N 7 �A5 NOTEC 2-USE #S x 2 1/2" PFH WOOD SCREWWHEN ONSTAriI C 1NT0•14 Llgl _ * :* = M.er: FAG \ 3-USE 3/16" ITW TAPCON ANCHQP W/:1 1f4.B sr:S. SAFFEL E �IDcmVaNG NO-- WHEN INSTALLING INTO CONC 1MA9NRY SUD +4TEU ill-S. 40AZALL A - CdIINT SJNX DET 4TL ••• • �� JW0509-03 SCALL? i/4" =i'-0" csrE c t a t�� srr 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •