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WS-17-404 Per = " " I Miami Shores Village tlfTtlt Tyj :�iff )IUI �' 10050 N.E.2nd Avenue NE i~k0as5l alsiC?11 �r 0owiD#'ItQr 0'�?1 Miami Shores,FL 33138-0000 .. m _ I IP Phone: (305)795-2204 APF�i� ',,}` jgg, Expiration: 08/29/2017 Project Address Parcel Number Applicant 61 NE 96 Street 1132060130860 WALTER MICHOT Miami Shores, FL Block: Lot: Owner Information Address Phone Cell WALTER MICHOT 61 NE 96 ST MIAMI SHORES FL 33138-2723 Contractor(s) Phone Cell Phone $ 16,300.00 Valuation: SOUTH WINDOWS AND DOORS INC (786)246-2529 Total Sq Feet: 482 Type of Work:WINDOW AND DOOR REPLACEMENT 21 WIND Available Inspections: No of Openings:26 Inspection Type: Additional Info:WINDOW AND DOOR REPLACEMENT 21 WIND Window Door Attachment Classification:Residential Final Scanning:5 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.20 Invoice# WS-2-17-62964 DBPR Fee $5.40 03/02/2017 Credit Card $413.00 $0.00 DCA Fee $5.40 Education Surcharge $3.40 Permit Fee $360.00 Scanning Fee $15.00 Technology Fee $13.60 Total: $413.00 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 certify that all the foreg 'ng inform tion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authoriz a above- amed contractor to do the work stated. March 02, 2017 Authorized Signature:Ow / Applicant / Contractor / Agent Date Building Department Copy March 02,2017 1 Miami Shores Village i=EB 16 20 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 i BUILDING (waster Permit No. V-'j S la-QC -1 PERMIT APPLICATION Sub Permit No. E*UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION Ej EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:_- 6 N im City: Miami Shores County: Miami Dade Zip: 33 0 - Folio/Parcel#: 9 .L,()�?.> F7£56�' Is the Building Historically Designated:Yes NO Occupancy Type: Load: p 9Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �� li� Phone#: Address: 61 A& q 6 �U City: Tr'iI.An eE00eV5 State: eu- Zip: Tenant/Lessee Name: Phone#: Email: pn�IQ CONTRACTOR:Company Name: Phone#:q1?A4L22- - Address: -Address:']ST-2�SW A 5" City: vptw l• State: Zip: Qualifier Name: i� Phone#: State Certification or Registration A#: e-coni &IS'Q Certificate of Competency#: M DESIGNER:Architect/Engineer: fin d yj �)t 000 s Phone#: 1;Address: ��! S l0) S a I1 V" 0 ( rL City: ? CUL I State: F*- Zip:�T Value of Work for this Permit:$ lo, Square/Linear Footage of Work: •0 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: UbNT=6 Specify color of color thru tile: Submittal Fee$ tSJ Permit Fee$ kQ CCF$ 2- CO/CC$ Scanning Fee$ 8 - Cdar Radon Fee$ V DBPR$ .'10Notary$ 0 Technology Fee$ • 6 —Training/Education Fee$ 3 .40 Double Fee Structural Reviews$ Bond$ dd� i� TOTAL FEE NOW DUE$ 4 (Revised02/24/2014) \111w. Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement 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 a d a reinspe ii n fee will be charged. Signature fox ( f Si nature g g OWNER or AGENT CO TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this -day of 7�JrLI�®L` 20 /7 by _day of 20 /7 ,by � 2�� fe� r �1 who is personally known to n �7��it ,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: Sign: Sign: Print: Af �� Print: Seal: Seal: aq ° Notary Public State of Florida (00y Public State of FloridaAna Maria De Cordova Maria De CordovaMY Commission NA FF217186 ommission NA FF217188 Expires 04/0/ 01 � ie*** *** * ** *** APPROVED BY I� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) `5`;NC.1931 G, � OREy� MiamiShoresVillage S Building Department �. „ milli" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 � N0J Tel: (305)795.2204 l0R1UA 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). Ackn ledge V Q�1 Quali ier/Own r Signature Date P ' Name SOUTIMN-01 LRANDOLPH ACORO, DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 2/14/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Lourdes Bonet Randolph Collinsworth,Alter,Fowler&French,LLC PHONE 305 822-7800 (305)362-2443 8000 Governors Square Blvd ac No Ext): ( ) ac No Suite 301 ADDRESS:Irandolph@caffllc.com Miami Lakes,FL 33016 INSURER(S)AFFORDING COVERAGE NAIC it INSURER A:Evanston Insurance Company 35378 INSURED INSURER B:Scottsdale Insurance Company 41297 South Windows&Doors,Inc. INSURER c:ICW Group Insurance Companies 27847 7373 SW 8 Street INSURER D: Miami,FL 33144 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSOLJC LTR TYPE TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD EFF MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR 3AA115813 07/27/2016 07/27/2017 PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY�JET [�]LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE L IT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PR $ NON-OWNED Per accident HIRED AUTOS AUTOS UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 51000,00 B X EXCESS LIAB CLAIMS-MADE XBS0064699 11/10/2016 07/27/2017 AGGREGATE $ 5,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION XPER 0 H- AND EMPLOYERS'LIABILITY STATUTE ER C ANY PROPRIETOR/PARTNER/EXECUTIVE Y❑ N/A WFL503687100 01/31/2017 01/31/2018 E.L.EACH ACCIDENT $ 500,00 OFFICERNEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 Kra describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached H more space is required) Glass and Glazing Lic.#19SCC131161510 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g ACCORDANCE WITH THE POLICY PROVISIONS. 10050 Northeast 2nd Avenue Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD I MIAMI•DADE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY 0 CFS(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATIO T(786)315-2590 F(786)315-2599 ; NOTICE OF ACCEPT1'�7 ,(04 .miemldade.Qov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County RM(Not Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dadp•(3o-1nty)refer*e the rigfir::• to have this product or material tested for quality assurance purposes. If this OpOyct or tttaVial fails.tq•;• perform in the accepted manner, the manufacturer will incur the expense of suakAsting and the AHJ may immediately revoke, modify, or suspend the use of such product or material witon thlir jurisdi ction. R •• reserves the right to revoke this acceptance, if it is determined by Miami Dads Runty Product Contret••• Section that this product or material fails to meet the requirements of the applicabr'e llading calf$•. ••••• This product is approved as described herein, and has been designed to compfV 41h the F18�ida•Buildl$g*:• CodeCode including the High Velocity Hurricane Zone. • , 0 0 . 0000.. DESCRIPTION:Series ITGT"Clipped Extruded Aluminum Tube Mullion—LM.L :...0• LM.L APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Afurnium 7uge►IlullioAs", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-02-18.03 MCI MlRE C YiTYExpiration Date: May 26,2021 116 Approval Date:April 14 2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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 606806 2)Uniform Static Air Pressure Test,Loadingof FBC,TAS 202-940•• 3)Water Resistance Test,per FBC,TAS 202�4•; ;•••;• ••• 0• 4)Large Missile Impact Test per FBC,TAS=94 0 0 S Cyclic Wind Pressure Loading per FBC,'FAO;03-94 :•• Y g p 0000.. 6)Forced Entry Test,per FBC 2411.3.2.1, add TAS 202-94 96:000 00000 .. *alum.0000. along with marked-up drawings and installation diagrq7•4J clippe� num•• mullions, prepared by Fenestration Testing Lab, Inc., Testi Report No. FTL-6442i• (samples A-1 thru E-1), dated 02/28/11, and addendum leker•dated 0,6/t15t11, sionad% and sealed by Marlin D. Brinson,P.E. .0. 0 0000.. • (Submitted under NOA No. 10-0819.05) •• • 000" • 0 • as C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manue ez,P.E. Product Cont of aminer NOA N=6-10218.03 6-0218.03 Expiration Dates May 26,2021 Approval Date:April 14 2016 E-1 7 � PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'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. 14-1105.01, issued to PGT Industries, Inc. for.&eir Series "PGT" Clipped Extruded Aluminum Tube Mullion,—.4M.1.;-Wroved-V":- 02/12/15 and expiring on 05/26/16. • 0000.. 0000.. .. 0000 .0990. 0 00000. 0000 0000. .9..99 0000 99999 9 . 0 . . .. 9. 00 . 00009. .0.990 0 so . 0 . 0 .00099 .00000 0 9 . .00..0 00 Manuel ,P.E. Product ContrVI,-0218.03 miner NOA No Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 PRAM 1-DADS MIAMI-DADE COUNTY • '1 ° PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMI RCE R) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE O .— www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: - This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 000000 . •..• ...... DESCRIPTION: Series"FD-101"Aluminum French Doors w/wo Sidelites—L.M.I. . . • APPROVAL DOCUMENT:Drawing No. 11005-1 Rev F,titled"Alum. French DoorZa elites,Impact",shoats 4:• through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Indit4ies, signed and sealtu by.; Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control RevisV9 Staynp WM tU Notide of ' Acceptance number and Expiration date by the Miami—Dade County Product Control Sectrd1V "• ...... .... ..... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ..•..' ...... Limitations: 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,0A,bAO an4=O.Tht-•••• lower design pressure from X,XX door or O(sidelite)shall control. ; .0. :....: 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass lit inferior site. ' 3. '/4"Elco Ultracon(former Tapcon)to be 4"OC into Conc. 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-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#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 Ishaq I. Chanda,P.E. NOA No.16-0629.17 MIAMI DA!?E counrrr Expiration Date: October 18,2017 Approval Date: July 21,2016 +� Page I w ' e ' PGT Industries,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"Alun.French Door&Sidelites,Impact",sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 06/08/16,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)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega, P.E. •••• 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FB(;•TAS 20774 0000:0 2)Large Missile Impact Test per FBC, TAS 201-9$;••; ;•••;• •..,:. 3) Cyclic Wind Pressure Loading per FBC, TAS=-VAS • Along with marked—up drawings and installation diagram of fixed sidelit,(-0)n/insi$pjgd• • laminated glass,prepared by Fenestration Testing Laboratory, Inc.,Test Reydi'ts No(?)FTL— • 6864 dated 04/02/12 signed and sealed b Marlin D. Brinson,P. E. SubAAWc; •s under• '#12-••••• 0516.02/#11-1013.22) G• 3. Test report on 1 Air Infiltration Test per FBC TAS 202-94 • p ...... *Gee 2)Uniform Static Air Pressure Test,Loading per P.BC,TAS 202-94 :*Goo: 3)Water Resistance Test,per FBC,TAS 202-94 •• ••• •; • 4)Large Missile Impact Test per FBC,TAS 201-94 • 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum outswmg 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# 12-516.02/#11- 1013.22) C. CALCULATIONS (Submitted under file#15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (51h 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). tS\X4!!� i - Ishaq L Chanda,P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours& Co.,Inc.)for"Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file#15-0528.24) 1. Statement letter of conformance to FBC 2014(5'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 915-0528.24,expiring 10/18/17. •••••• 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`&4ebn,P.E. " •'• °9499 9999.. 9999 9999.. 9999 . 9999. 9999.. 9999 9999. 9999.. 9999.. . . 9999.. haq I.Chanda,P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-2 MIAMI•DADE NHAM-DADE COUNTY i (-• PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMI C; R) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION` T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series 11PW-7011720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled"Fixed Window Installation Guidelines", sheets 1 through 11 of 11,dated 04/12/13,with revision B dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT DATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and t11,pM4?q been no change in the applicable building code negatively affecting the performance of t1is pftuct. •"' TERMINATION of this NOA will occur after the expiration date or if there has ppgg�revisipn qr*.ehange••. • in the materials,use, and/or manufacture of the product or process. Misuse of thi%V44.as an endprsement. 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�o+f.NO•A. :09000 ..••• ADVERTISEMENT: The NOA number preceded by the words Miami-DaWMuty, k'868a, and!` .. .. . . ... followed by the expiration date may be displayed in advertising literature. If any�ortton of OA 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 4manuf&TZrer*or its.•••• distributors and shall be available for inspection at the job site at the request of the Baildi;g Official. • This NOA revises NOAH 15-0528.26 and consists of this page 1 and evidence pages E-1,E-2 and E-3!as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0629.14 IMIAMl�ADE eourlrr Expiration Date: February 19,2019 jl(o Approval Date: August 04,20167l6 Page 1 t L PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using:Kodispace 4SG TPS spacer system,Duraseale spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7212,dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 ...• 2)Uniform Static Air Pressure Test,Loading per MC,TAS202 94 •••••• 3) Water Resistance Test,per FBC,TAS 202-9V :•. 0. •. 4)Large Missile Impact Test per FBC,TAS 209;fl, 0 ;0 :0000: 5)Cyclic Wind Pressure Loading per FBC,TA5.203-94 . :0000" along with marked-up drawings and installation diagram of an aiVIDIum fixed 0• ••••• window,prepared by Fenestration Testing Laboratory,Inc.,Test f egorts kjb%•. *see* FTL-3835 and VM-3850, dated 07/18/03 and 07/31/03 respej jy!�,all silffled'and sealed by Joseph C.Chan,P.E. ....:. (Submitted under NOA No. 03-1105.01) 0 0000' 00 sees 0 0 W)ug&oe Man el Pe ez,P.E. Product Co trol aminer NOA . 6-0629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-56 Edition(2014),dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. 0000 . . 0000 0000.. 0000.. . .. 000000 0000.. ••000• 0000 • 0000.. •0 0000 . 6.9 0.00.0 00.0 09.00 6 9 . 0000 .. . 0000.0 96090• • so . . 6 • 0000.. 0 •00.0 • . •6009• 000 e • • Manuel Pez, .E. Product Controlam er NOA No.1 9.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5*Edition (2014), dated May 20,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26,issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window—L.M.I."approved on 07/09/15 and expiring on 02/19/19. •9•• 0000 .... . ..... •••••0 9000 ..... • . .. .. .. . ...... 0000•• • 00.009 • • • 0008•• 000 0 • • Manuel .E. ProductContr Exa finer NOA No. 629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-3 MIAMI- MIAMI-DADE COUNTY e DADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECON C S C ( R) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISII T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE www miamidade my-leconomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series "CA-740F Fixed Casement"Aluminum Fixed Window-L.M.L APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details - LM',sheets I through 11 of 11,dated 08/08/12, with revision B dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade County Product Cq 21 Revision stamp with the Notice of Acceptance number and expiration date by the Miami-pade Cgmtye Prodi1gt� Control Section. : • • • A41SSILE IMPACT RATING:Large and Small Missile Impact Resistant 0 0 0:0 0 0• 0 0 0 0•. 00.000 0 LABELING: Each unit shall bear a permanent label with the manufacturer's j=e or lggo, jity, state e 0 0: model/series, and following statement: "Miami-Dade County Product Control Appt"U", u:iTe's'l;'dtherwjr...0 noted herein. 000000 0000 0000 RENEWAL of this NOA shall be considered after a renewal application has bin hlegd and lVere"has bW 0:• no change in the applicable building code negatively affecting the performance of this oducl. e Geese TERMINATION of this NOA will occur after the expiration date or if there hqs bje n a rev�iston or change 0 0 in the materials,use, and/or manufacture of the product or process. Misuse of thl§ONOA as @l tp*rsement 0 of any product, for sales, advertising or any other purposes shall automatically terminate this NC?A. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,.and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.15 and consists of this page i and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0629.22 lMIAMIDADE Expiration Date: April 11,2018 11(o Approval Date: August 11,2016 fle Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.11) 2. Drawing No. MD-CA740F-LM,titled"Fixed Casement Window Details--LM", sheets 1 through 11 of 11,dated 08/08/12,with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a FVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer®NXTTM spacer system and XL EdgeTm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform. Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 •..• 201- 4)Large Missile Impact Test per FBC, TAS 94 • . . 9999 9999.. 5) Cyclic Wind Pressure Loading per FBC, TA.5•203-94.. • 6)Forced Entry Test,per FBC 2411.3.2.1, an6T-A8 202494••' ....:* along with marked-up drawings and installation diagram of a%tTWCA740P :9069: aluminum fixed casement window,prepared by Fenestration a jeMng Labbredsy, Inch Test Report No.FTL-7063,dated 09/17/12, signed and sealeMyMarlin l).Arinson;;;;;• . . P.E. 9999 .. 9999.. (Submitted under NOA No. 12-1218.11) •••••• • . . . • •06000 ...... C. CALCULATIONS 00 0 096 0 :*600:0 1. Anchor verification calculations and structural analysis, complying with FBC.Sth Edition(2014),dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.1 S) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Mansel ,P.E. Product Coat1 E miner NOA No. -t3629.22 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas* (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5a'Edition (2014), dated May 16, 2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.15) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,F.E. (Submitted under previous NDA No. 15-0519.1 S) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.15,issued to PGT Industries for their Series"CA- 740F Fixed Casement"Aluminum Fixed Window-L.M.I. approved on 07/16/15 and see* expiring on 04/11/18. . . sees sees.. .sees. sees.. ssees. sees.. 00.0 . e0see sees.. sees sees. sees.. sees.. . . . . *ewes sees.. . . .0000. Manuel Perez, Product Control Exa in NOA No. 16-06 . 2 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-2 t M1AM1•�ADE MIAMI-DADS COUNTY PRODUCT`CONTROL SECTION NNW DEPARTMENT OF REGULATORY AND ECO I C (RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION D I I N T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE I www.miarnidade.eovleconomv PGT Industries,Inc. 1070 Technology Drive 4 `' North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within thgir jwi diction- RER reserves the right to revoke this acceptance, if it is determined by Miami Dade Ccwnty Prbdtitt Control•••• Section that this product or material fails to meet the requirements of the applicable'tuiliding code. ••: This product is approved as described herein, and has been designed to comply 4*.*the FroriJa Build$ig •• Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION: Series"CA-740"Outswing Aluminum Casement Window-i'.M.I. ••••• .•.. APPROVAL DOCUMENT: Drawing No. 1VID-CA740-LM, titled "Casemei1,X.'d1;.uitlow Details� llvr SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16,Imgnu xog4red by facturer, .• signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade Coun;y Proluct Contrw Revises.;. stamp with the Notice of Acceptance number and expiration date by the Meade Zunfy Product see Control Section. •• • ••• • • • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.13 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,,.P.E. NOA No.16-0629.21 Ca CCUNrr Expiration Date: April 11,2018 ' Approval Date: August 11,2016 f1016 � Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM& SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding.glass door, a PVC fixed window and an aluminum sliding glass door, utngs 4jodisl"ASG TV&*0 spacer system, Duraseal® spacer system, Super Spacer®NXTI"spftcer ststei%and XL •, EdgeTM spacer system at insulated glass,prepared by Fenest ffiori fiestfi g La'borato",* Inc., Test Reports No. FTL-8717, FTL-8968 and FTLjj8270, dated JI/16/15-••: 06/07/16 and 06/02/16 respectively, all signed and sealed by Idaaln is Ortega,S.E. ..... 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94•:..: ***:*a ••••• 2)Uniform Static Air Pressure Test,Loadings P.*1FBC,TAS 21)2-94"'::' 3)Water Resistance Test,per FBC,TAS 20Z-94o : • ••00; 4)Large Missile Impact Test per FBC,TAS 201-A4 :00000 . 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94• •• •• 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 " along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No.FTL-7065,dated 10/05/12,signed and sealed by Marlin D. Brinson,P.E. (Submitted under NDA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5-tn Edition (2014),dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.13) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel .E. Product Cantro Exa iner NOA No. 1 629.21 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-1 PGT Industries .Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5u' Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.13) 2. Statement letter of no financial interest, dated May 16, 2015, issued by naavvfacturer, signed and sealed by Anthony Lynn Miller, P.E. ••0 sea* ••••0• (Submitted under previous NOA No. 15-0519.13) :06 go 3. Proposal No. 16-0125 issued by the Product Control Section,.%jjYOMarA 0?9 2016,:•' signed by Ishaq Chanda, P.E. :0000: .... . ..... G. OTHERS 0.00•' 0.00 ••�••' 1. Notice of Acceptance No. 15-0519.13, issued to PGT Industjj%•q r theirSens CA- 740"Outswing Aluminum Casement Window-L.M.I."apprbvetl On 07/j 6115 and 000900 expiring on 04/11/18. • Manuel 0ere Product Control Exine NOA No.16-t2911 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-2 WIND LOAD CALCULATION for O NEW WINDOWS for: Mr. WALTER MICHOT 61 NE 96 ST MIAMI SHORES, FL 33138 qz = 0.00256 Kz Kzt Kd V^2 H= 18'_0„ ., 17 p-.� EXPOSURE-C AR 0 201 V=175 MPH Kh= 0.88 Kzt=1.00 Kd= 0.85 qh = 0.00256 (0.88) (1 .00) (0.85) (175)2 qh = 58.78 PSF W=qh (Gcp +/- Gcpi) P= 0.60W 0000 0000 0000.0 .. . . . 0 . . 0000.. 0000 0 2 000006 0000 . P= z Gc + Gci P= z Gc + •6000• 4 ( P - P 4 ( P -000fii 0000 • 0 CAS (20"X34" ) X CAS (28"X60" .}y(0 0 ••••a 00:00 A= 4.72 SF A= 11.70 SF66;6 : .6. •� 06660 .• . qh 58.78 PSF qh = 58.78 P$ 0�• • ••6.66 �� . � ZONE 4 ZONE 4 ; : 00� GCP= 1.00 GCP= 0.99 0 • :""' • 0 • 00.060 GCPi=0.18 GCPi=0.18 6 0 • ••• • • W= 58.78 ( 1.00 +0.18)= 69.36 PSF W= 58.78 ( 0.99 +0.18)= 68.99' PSF P= 0.60W = 0.60(69.36) _ + 41.60 PSF P= O.60W = 0.60(68.95) _ + 41.40 PSF GCP= 1.10 GCP= 1.09 GCPi=0.18 GCP1=0.18 W= 58.78 ( 1.10 +0.18)= 75.23 PSF W= 58.78 ( 1.09 +0.18)= 74.60 PSF P= 0.60W = 0.60(75.23) _ - 45.10 PSF P= 0.60W = 0.60(74.60) _ - 44.90 PSF WIND PRESSURE ALLOWABLE WIND PRESSURE ALLOWABLE +70.00 Illllllt�� +70.00 -90.00 \o.� C.)\(auc-s /� - 90.00 MANUF-I SIQUF-S �J i tiQ' �i�•� WSW 12 70RACE 18N8.tlOR®A 33144 j' ;eon\ P.E Na 20233 ta:(383ffi"m '�Iillll WIND LOAD CALCULATION for O NEW WINDOWS for: Mr. WALTER MICHOT 61 NE 96 ST MIAMI SHORES, FL 33138 O O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) CAS ( 28"X66° ) X CAS (35"X54" ) X A= 12.80 SF A= 13.10 SF qh = 58.78 PSF qh = 58.78 PSF ZONE 4 ZONE 4 GCP= 0.98 GCP= 0.98 GCPi=0.18 GCPi=0.18 W= 58.78 ( 0.98 +0.18)= 68.18 PSF W= 58.78 ( 0.98 +0.18)= 68.18 PSF P= 0.60W = 0.60(68.18) _ + 40.90 PSF P= 0.60W = 0.60(68.18) _ + 40.90 PSF GCP= 1.08 GCP= 1.08 GCPi=0.18 GCPi=0.18 W= 58.78 ( 1.08 +0.18)= 74.06 PSF W= 58.78 ( 1.08 +0.18)= 74.06 PSF P= 0.60W = 0.60(74.06) = - 44.50 PSF P= 0.60W = 0.60(74.06) _ - 44.50 PSF WIND PRESSURE ALLOWABLE ZONE 5 +70.00 GCP= 1.36 �.� �....� ...... - 77.70 GCPi=0.18 •• • • • •o • • . W= 58.78 ( T.'t::*0.18)= Vb.3°! PSF•'•••• 0g4�.0 ) � P= 0.60W = 0. 90.55 = + 4.40 PSS'....i . . WIND PRES;0IM-ALLOWAUL£' 00:000• u es 0 so O P=qz (Gcp +/- Gcpi) _ 77JA... . CAS ( 48°X54" ) XX ' • • • . . . . ...... A= 9.00 SF •••••• qh = 58.78 PSF ••• : ... ZONE 4 •• GCP= 1.00 GCPi=0.18 W= 58.78 ( 1.00 +0.18)= 69.36 PSF P= 0.60W = 0.60(69.36) _ + 41.60 PSF GCP= 1.10 GCPi=0.18 W= 58.78 ( 1.10 +0.18)= 75.23 PSFIU P= 0.60W = 0.60(75.23) _ - 45.10 PSF �� \� •... WIND PRESSURE ALLOWABLE +70.00 = q, _ - 90.00 �� • `� MANU�I SIQU�S 8331 SW 12 TERRACE IM16.FUMA 33141 M Na 20233 td:cmpm-4718 WIND LOAD CALCULATION for O NEW WINDOWS for: Mr. WALTER MICHOT 61 NE 96 ST MIAMI SHORES, FL 33138 O O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) CAS ( 24"X66" ) X CAS ( 55"X54" ) XX A= 11.00 SF A= 10.50 SF qh = 58.78 PSF qh = 58.78 PSF ZONE 4 ZONE 4 GCP= 0.99 GCP= 1.00 GCPi=0.18 GCPi=0.18 W= 58.78 ( 0.99 +0.18)= 68.95 PSF W= 58.78 ( 1.00 +0.18)= 69.36 PSF P= 0.60W = 0.60(68.95) = t 41.40 PSF P= 0.60W = 0.60(69.36) _ + 41.60 PSF GCP= 1.09 GCP= 1.10 GCPi=0.18 GCPi=0.18 W= 58.78 ( 1.09 +0.18)= 74.60 PSF W= 58.78 ( 1.10 +0.18)= 75.23 PSF P= 0.60W = 0.60(74.60) _ - 44.90 PSF P= 0.60W = 0.60(75.23) _ - 45.10 PSF WIND PRESSURE ALLOWABLE WIND PRESSURE ALLOT tt% • . 669• 9690.6 + 70.00 +7e.0.0- ; 6 • -87.20 - 9"D .. *..a.: sees:* 9999.. .966.. . 9999 9999 .6... O9999.. .. ....6 .. .. . •. •9999. P=qz (Gcp +/- Gcpi) 6 0 • CAS ( 48"X24" ) XX A= 4.00 SF . . :•6966 • qh = 58.78 PSF •• • •••� ; • • ZONE 4 GCP= 1.00 GCPi=0.18 W= 58.78 ( 1.00 +0.18)= 69.36 PSF P= O.60W = 0.60(69.36) _ + 41.60 PSF GCP= 1.10 GCPi=0.18 W= 58.78 ( 1.10 +0.18)= 75.23 PSF P= 0.60W = 0.60(75.23) _ - 45.10 PSF ��////// i WIND PRESSURE ALLOWABLE �Ci.• SES +70.00 -90.00 d _MANuF-i siQuF-�s C-) '. °��, 8331 SN 12 MWf-WU8,RMA 33144 PE Na 20233 1 tt(303)SW 4718 WIND LOAD CALCULATION for O NEW WINDOWS for: Mr. WALTER MICHOT 61 NE 96 ST MIAMI SHORES, FL 33138 O O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) CAS ( 27"X74° ) X CAS ( 22"X49" ) X A= 14.40 SF A= 7.48 SF qh = 58.78 PSF qh = 58.78 PSF ZONE 4 ZONE 4 GCP= 0.97 GCP= 1.00 GCPi=0.18 GCPi=0.18 W= 58.78 ( 0.97 +0.18)= 67.59 PSF W= 58.78 ( 1.00 +0.18)= 69.36 PSF P= 0.60W = 0.60(67.59) _ + 40.60 PSF P= 0.60W = 0.60(69.36) _ + 41.60 PSF GCP= 1.07 GCP= 1.10 GCPi=0.18 GCPi=0.18 W= 58.78 ( 1.07 +0.18)= 73.47 PSF W= 58.78 ( 1.10 +0.18)= 75.23 PSF P= 0.60W = 0.60(73.47) _ - 44.20 PSF P= 0.60W = 0.60(75.23) = - 45.10 PSF ZONE 5 WIND PRESSURE ALLOWA19M GCP= 1.34 ' ' "" "•••• +7D QO • GCPi=0.18 - 904"00 W= 58.78 ( 1.34 +0.18)= 89.34 PSF • 0000.. . . . P= 0.60W = 0.60(89.34) _ + 53.80 PSF 0000 0000 : •• s WIND PRESSURE ALLOWABLE0000 0000 00000 0000.. .. . 0000. +70.00 66669* : 0000 Goes.. - 75.70 •••••• • 0000.. 10 6000 i ..e • iG..s: P=qz (Gcp +/- Gcpi) •00 o CAS ( 22"X49" ) 0 A= 7.48 SF qh = 58.78 PSF ZONE 4 GCP= 1.00 GCPi=0.18 W= 58.78 ( 1.00 +0.18)= 69.36 PSF P= 0.60W = 0.60(69.36) _ + 41.60 PSF o io GCP= 1.105� .• �s GCPi=0.18 W= 58.78 ( 1.10 +0.18)= 75.23 PSF _ _- P= 0.60W = 0.60(75.23) =F---45-.1-0PSF- WIND PRESSURE ALLOWABLE �� o o . v MANUF-1 SIour-S +70.00 •. ��; ci�i� z r rzu--T - 9 0.00 /!//` R 0 F S \ SM SM 12 7EMCF.teas.FLMM 33114 //1 I I 1 1100 100\ P.E.Na 20233 tet(30B}SBB-m WIND LOAD CALCULATION for O NEW WINDOWS for: Mr. WALTER MICHOT 61 NE 96 ST MIAMI SHORES, FL 33138 O O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) PW (55"X27 1/2") PW ( 28"X14") A= 10.50 SF A= 2.72 SF qh = 58.78 PSF qh = 58.78 PSF ZONE 4 ZONE 4 GCP= 1.00 GCP= 1.00 GCPI=0.18 GCPi=0.18 W= 58.78 ( 1.00 +0.18)= 69.36 PSF W= 58.78 ( 1.00 +0.18)= 69.36 PSF P= 0.60W = 0.60(69.36) _ + 41.60 PSF P= 0.60W = 0.60(69.36) _ + 41.60 PSF GCP= 1.10 GCP= 1.10 GCPi=0.18 GCPi=0.18 W= 58.78 ( 1.10 +0.18)= 75.23 PSF W= 58.78 ( 1.10 +0.18)= 75.23 PSF P= 0.60W = 0.60(75.23) _ - 45.10 PSF P= 0.60W = 0.60(75.23) _ - 45.10 PSF ZONE 5 WIND PRESSURE ALLOWABLE 00 . • 0000 0.000 GCP= 1.40 +.80�, � GCPi=0.18 - R00' •• • : •• •••••• •• .• 0.000• W= 58.78 ( 1.40 +0.18)= 92.87 PSF • 000000 • • • 0000•• P= 0.60W = 0.60(92.87) _ + 55.70 PSF 000000 0••00• • • 0000 0000 0000• WIND PRESSURE ALLOWABLE ....•. •. • ..;..' +80.00 '• •• • •• 00.0•• - 80.00 :�•:•: ' . . . • .•.•.. 0.000. A . • • 0000•. P=qz (Gcp +/- Gcpi) • FD ( 3'-0"X6'-8" ) X A= 20.00 SF qh = 58.78 PSF ZONE 4 GCP= 0.95 GCPi=0.18 W= 58.78 ( 0.95 +0.18)= 66.42 PSF P= 0.60W = 0.60(66.42) _ + 39.30 PSF GCP= 1.05 GuEs��0�// GCPi=0.18 v� �0 W= 58.78 ( 1.05 +0.18)= 72.29 PSF'` P= 0.60W = 0.60(72.29) _ - 43.40 R��v�' COCl ) r ll i• WIND PRESSURE ALLOWABLE +75.00 n ci�i� s r rzi_acrur�_�_ P -75.00 �/ `'�F�� ',�`*s a�3t SW 12lMUM MW.ROM 33144 P.E Na 20233 t&pm0 86-4-m WIND LOAD CALCULATION for O NEW WINDOWS for: Mr. WALTER MICHOT 61 NE 96 ST MIAMI SHORES, FL 33138 O O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) FD ( 4'-0"X7'-4") X FD (5'-0"x 7'-4") OXXO A= 17.90 SF (2)SIDE LITES (30"x88") qh = 58.78 PSF A= 18.30 SF ZONE 4 qh = 58.78 PSF GCP= 0.96 ZONE 4 GCPI=0.18 GCP= 0.95 W= 58.78 ( 0.96 +0.18)= 67.00 PSF GCPI=0.18 P= 0.60W = 0.60(67.00) =F+--40-.0-01 PSF W= 58.78 ( 0.95 +0.18)= 66.42 PSF GCP= 1.06 P= 0.60W = 0.60(66.42) _ + 39.30 PSF GCPI=0.18 GCP= 1.05 W= 58.78 ( 1.06 +0.18)= 72.88 PSF GCPI=0.18 P= 0.60W = 0.60(72.88) _ - 43.60 PSF W= 58.78 ( 1.05 +0.18)= 72.29 PSF P= 0.60W = 0.60(72.29) - 43.40 PSF WIND PRESSURE ALLOWABLE WIND PRE&SURA•ALLONVOE +75.00 • -75.00 +75.QQ•0 '..'.: ..•.:. 7bM o o .... ..•. . . P=qz (Gcp +/- Gcpi) • •• • •• •••• • • FD (3'-0"x 7'-4") 0X0 :•':': • '• (2)SIDE LITES (36"x88") �• �.••i• e""* A= 22.00 SF • • too • •.•••• qh = 58.78 PSF 'to ZONE 4 GCP= 0.94 GCPI=0.18 W= 58.78 ( 0.94 +0.18)= 65.83 PSF P= 0.60W = 0.60(65.83) _ + 39.50 PSF GCP= 1.04 GCPI=0.18 W= 58.78 ( 1.04 +0.18)= 71.71 PSF \��11 I I i I►1�� P= 0.60W = 0.60(71.71) = 43.00 PSF °° S`auEs `f�i E i WIND PRESSURE ALLOWABLE +75.00 �J, f _ - 75.00 - ° �'!I� L� C'7 �p MANUF�I51GUr--S , I ci�i� s r rzi_ac rur _ 8331 SW 12 M RAM WO.RONDA 33144 O L J`- IRE Na 20233 Ect(3apla4m // /��/IIIIIII��\ WIND LOAD CALCULATION for O NEW WINDOWS for: Mr. WALTER M I CH OT 61 NE 96 ST MIAMI SHORES, FL 33138 O O MULLION 1"x4" MULLION 1"x4" SPAN: 55" SPAN: 54" WIDHT: 101" WIDHT: 96" WIND PRESSURE EXISTING WIND PRESSURE EXISTING + 41.60 + 41.60 — 45.10 — 45.10 WIND PRESSURE ALLOWABLE WIND PRESSURE ALLOWABLE + 129.6 + 170.0 — 129.6 — 170.0 9000 • . 9099 9909•• MULLION 1"x4" MULLION 1"x4" " ' .' . ; • .96.60 .. .• 0900•. SPAN: 28" SPAN: 54" • 9099.. • WIDHT: 74" WIDHT: 110" .6.6 .0.. :0600: WIND PRESSURE EXISTING WIND PRESSUR'LOUXISTING•9.•' 00:0.0 + 41.60 + 41.60 00.00• .. . ..•9• — 45.10 — 45.10 00 9• 0 •. 0000'• • WIND PRESSURE ALLOWABLE WIND PRESSLWi0.�I.S..OWABLE 0 '• + 170.0 + 159.9 0 —170.0 — 159.9 9999 : 000 . :0006: • 0 MULLION 1"x4" SPAN: 66" WIDHT: 48" WIND PRESSURE EXISTING \\\111► i ►i�� + 41.40 ee\\ v7 ES — 44.90 �� C—) .. % WIND PRESSURE ALLOWABLE + 169.9 — 169.9 MAN UF-I SI QUF-S �y 8331 SW 12 TERRACE.WM.FLORIDA 33144 `/ 1 ' I ! I 1 6\\\\ P.E.No: 20233 tat(30B)SBB 4778 i `. 01 SES �r Miami shores village Building Department ,-"�+rm veoo 10050 N.E.2nd Avenue LQ�ID� Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 REMPT PERMIT#: 407— DATE: (Name) ❑Contractor ❑ Owner ❑Architect , r Picked up 2 is of plans (other) C' S Address: n From the building department on this date in order to have corrections done to plans And/or get Coun tamps. I understand that the plans need to be brought back,to Miami Shores Village g partment to continue permitting process.. Signature. (S TURF) PERMIT CLE R INITIAL: KA RESUBMITTED DATE: cAv, CIS 2 Z t, PERMIT CLERK INITIAL: Y�`{ i Miami Shores Villa 9e �S�ORes °r Building Department , 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 RYUA Fax: (305) 756.8972 Date:02-16-2017 Process No: 17-402 Wind load calculations should comply with section 1602 of the 2014 Florida Building Code. 1620.1 Buildings and structures,and every portion thereof,shall be designed and constructed to meet the requirements of Chapters 26 through 31 of ASCE 7. 1620.2 Wind velocity(3-second gust)used in structural calculations shall be as follows: Miami-Dade County Risk Category I Buildings and Structures: 165 mph Risk Category II Buildings and Structures: 175 mph Risk Category III and IV Buildings and Structures: 186 mph Ismael Naranjo, BO, CFM Building Director. SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE � x MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE 4 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 o ELEVATIONS...................................1 4 a~C FIGURE 1: 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD,....RY...._........ 2 �z � 0 MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULL TO 1X&MASONRY..............2 MULLIONS ^� SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 li / A DETAI RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4 FROM THE CLIP. MULL TO MASONRY.......................3 LO SHEETS ; SHAPE MULL TO STEEL STUD...................3 N 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS......_.....................3 Z IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.......... ........4 O BAY MULL INSTALLATION..............4 1 X2 X.125 MULL SPECS.-......_.-5 J 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS.............6 W INSTRUCTIONS. 1 X 2.76 X.375 MULL SPECS..........7 • _ / rJ7 1 X 2.76 X.65 MULL SPECS............8 • p LU SEE DETAILS / i I! / III / tI I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.500 MULL SPECS........£!; •0 IM •O Q A 7HRU G; 1 X 4 X.125 MULL SPECS..............10•• • •(� W • I I I 1 I SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON IHSS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER SHEETS 2-3 - - i - ___ A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.376 TUBE MULL SPECS....1, • SHEETS 2-3 1 X 4 X.375 T'MULL SPEGS........11•• •• 2 W• 0 t^ I I 1 J I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.186 X.265 MULL SPECS...12 OPENING 1.25 X&26X.100 MULL SPECS»...139• • _ •" �• •g • VERT. HEIGHT 6}WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS......A.• •' Z 00 " MULL FOR 1.26 X 3.94 X.824 MULL SPECS.....16 2 LENGTH HORIZONTAL 2 X 4 X.26 MULL SPECS................4% •i _j • •• • MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST J SEE DETAIL E. 2 X 6 X.25 MULL SPECS 1....TP• • a r •4- • SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT • 1.26 X 2.11 X Y M MULL SPECS.... IA•• •• 11J• r r AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 3.25 BAY MULL SPECS....»...1 ; Z •1- ¢ W •~' REACTIONS. 45°X 3.25 BAY MULL SPECS.........20 < •0•U N MULLION&CLIP DIMENSIONS...... i-23 0. I^ 'Z m - FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S EXAMPLES 1&2.............................24•• • N •&A • O •• PRODUCTS MAY LOADING EXAMPLES......................25 CO) •s sE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLQATIONS.MULLIONS ARE ONLY TO BE USED WITH BMYPGT MANUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q Z .,52 � 0 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. �C? O /SEE DETAILS HOwzoNTAL A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL SHEETS 2-3 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/Fly)FOR THE OPENING USING THE ASCE-7 STANDARD. MULL [—OPENING WIDTH—�I �HORIZ.MULL LENGTH--I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. �LENGTH � I 1 � �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS°RECTANGULAR"OR"TRIANGULARITRAPEZOIDAL°. OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT2)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING f' complying REVISED HEIGHT as Complying wish the Elbriciel FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Building Code bZb>>$ OPENING MULL H VERT, MULLION CAPACITY(LBS/Fr)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE OPENING OBTAINED IN Acceptance No HEIGHT LENGTH MULL MULL STEP 1). S i►eti Data L L THL L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE By REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Nflr1D0 Ua� OPENING WIDTH � SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `�� Off,( LYN11( /I� OPENING WIDTH ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ` �'� ,.•• !� FOR VERTICAL MULL CAPACITY IS MET. �� .' ti�GEN � .A `1 SEE CORRESPONWNG DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBS/FT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT- FOR THE , No.56705 FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT2)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION � 5 TE F <C/ •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FP)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATIONF(pRID�. •ANSI/AF&PA NDS-2812 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. *ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. ' �` •AISI-5100-07/S2-20M A. �FL P. .#5870`I�.E. FL P.E.#58705 9 1 ® A — Ri a sk DETAIL A: DETAIL B: MULLION o O MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR PER SUBSTRATE, OR WOOD FRAMING $z WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 16.168 (OFFSET CLIP SHOWN} (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 1, N I MULLION I I SHEET 1. (V m MIN 2,7 KSI . .�• EDGE 0 W SEE SHEETS a Id I I -.t 21-23 FOR HOLE 4 I I I CONCRETE OR CMU' + I DISTANCE, J W EITHER THE a I I I LOCATIONS d { I -.{ I- - -I SEE SEE TABLES _ STANDARD OR .d I ° I EDGE DISTANCE 1B•1eB • V) OFFSET MULL o'' ° EDGE m m c I a FOR MASONRY • • W •Q CLIP MAYBE DISTANCEso j I I FOR WOOD I I I o ANCHORS •••• m (� • INSTALLED BY 4 ;v SCREWS � d a I I SIDE VIEW � � CID co • THlS METHOD. ° . 26W MAX FOR 4 a • *see* 1- � •• •�i • 4: a a ALL MULLIONS u o d e EITHERTHE *:see •6:41 L • • ' - 4 ° c STANDARD •••• > >U '• m a a v OFFSET MULL • Z •� • d' '4. ,d 'Q .4 � •••• • v CLIP MAY BE ��,. � •,g INSTALLED BY ••••• • • 4 a 4 d d a EXTERIOR ° c ° ° THIS METHOD. ..•.. . ie' 4 DISTANCE d4 a o :••.• • ,� = • ° d d e FOR d e Ad ° • Z Z Q N •g ° o a MASONRY a • • OD THE OFFSET CLIP IS ANCHORS o. *.so •• •~ o O • o ° RECOMMENDED FOR v • • •n EXTERIOR d 4 ° FIN-FRAMED ° W Q •• a WINDOWS.BUT MAY `' Y Y ALSO BE USED FOR o OTHER FRAME TYPES. U Z — O O h�o o TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, K TMP ANCHOR PER SUBSTRATE, SEE TABLES 1B-16B PER SUBSTRATE, SEE TABLES 1B-16B SEE TABLES 1 B•16B EDGElEND BUCKSTRIP DISTANCE AND SEE TABLES + ATTACHMENT BUCKSTRIP BY OTHERS, EMBEDMENT AND EMBEDMENT' - i .•. SEE NOTE 1, . + ATTACHMENT '. ,• SHEET 1. BY OTHERS, +, x } SEE NOTE 1. SHEET 1. MIN 2.7 KSI CONCRETE OR CMU . FRONT VIEW PRODUCTREVISFiD ' SIDE VIEW as complying wilh aw Clbrim{ Building Code FRONT VIEW AcceptanceNco L'rpiration Fate /�Qi4 B INSTALLATION NOTES: Muni Product 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SII I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \` ��{ 1YNN Mlt(/�i,�i ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ti a� . ' CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, [yo.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ 'A�IjR - 16 s 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. a'•, gJ�{E Of 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED 'i�<C FCOt210� N � C� ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. �� A.L%NIMILLEA �.E. FL P.E.#58705 DETAIL E: .125"MIN. MULLION TO MULLION ® a DETAIL C: INTERSECTION NOTES. � � a MULLION DIRECTLY ATTACHED TO MULLION �- { (U-CLIP) MASONRY STRUCTURE 1}MAY BE INSTALLED IN'TEE'OR'CROSS' o 1w I INTERSECTIONS. (STANDARD CLIP SHOWN) VARIES 2)MAY BE INSTALLED HORIZONTALLY E! + (SHOWN)OR VERTICALLY. N I TYP.ANCHOR """ + a o m EITHERTHE I PER SUBSTRATE, L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 STANDARD OR ` j SEE TABLES IB-13B FOR CORRESPONDING MULLION. to M a W OFFSET MULL I TOP VIEW MULLION O CLIP MAY BE I I I EDGE DISTANCE INSTALLED BY l� I ° FOR MASONRY VARIES -1#12 W I THIS METHOD. ' #12 STEEL SCREWS, - m (f)I I I ° ° �� —SELF-DRILLING OR PRE-DRILL • w I I I I ��/ MULLION AND USE SMS UJ " o O 4 ` • •• Lu • }• • a 4 Q ` \ ` ` • _j MULLION • n \ MULLION ••••• :_z •• L i EXTERIOR 4° ••••• • 4 n THE OFFSET CLIP IS 0000 Z d • z• EDGE DISTANCE ° '. RECOMMENDED FOR • • •�• • 's • FOR MASONRY ° FIN-FRAMED INTI RSEC710N •••• x ANCHORS 4 WINDOWS,BUT MAY U-CLIP •••••• • • ° ALSO BE USED FOR • • J • V ° e. OTHER FRAME TYPES. EXTERIOR Q •d • TYP.ANCHOR 4 a •••••• Z •Z •Q N �_ • PER SUBSTRATE, 4 Q SEE TABLES IS ~_ • •Z TYP.ANCHOR SEE SHEETS CAT FOR i ••• • o to PER SUBSTRATE, HOLE LOCATIONS •• • N •~ •� �� • BUCKSTRIP SEE TABLES 1B-13B FRONT VIEW EDGE x x x ® •• N AND DISTANCE ATTACHMENT ... SEE NOTE I, " a SEETABLES 10 BY OTHERS, IB 3B U Z Q EMBEDZA�FNT ° ' SHEET I. 4 �I A: a Z �N N o � EDGE �� m 0DISTANCE �O JSEETABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 21 KSI CONCRETE OR CMU 1B-13B FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, ` SEE TABLES IB-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� SEE SHEETS ® PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23iLE FOOR as complying with the Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE Building Code �� . LOCATIONS Accepta►ueNo�"�L�•r'3 FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �� Expirsti Date MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. � BY ® Mi 'DaAo t 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVEDt—DISTANCESEE \� � G�NN 4114ELCO ULTRAC014 OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN TABLES FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING IB-138 ��.' �GGNSF '•.'� CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. is NO.58705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: r- IF '1)FOR 2X WOOD-BACKED STEEL STUDS,WOODq I" S 1 ANCHOR VALUES MAY BE USED. %t •• Plop\0 2)SEE CORRESPONDING MULLION TABLES, � �IC} �� SHEETS 5-20,FOR QUANTITY OF SCREWS. A�i.f LYNN Ir�l4LEA P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) c a � SEE DETAILS A-E. 30'OR 45' LL SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. (V v s MULLION m, O O 0 0 0 O o O O O o _jIII O O TOP VIEW 2 co SIDE VIEW (� Ir I . . LU y TOP VIEW I I m • SHOWN WITH VX 4"X.125' I I •• _ � 2 J • MULLION I I I 1 ••••• ~ Q •• •+• • I i I I TYP.ANCHOR • g j PER SUBSTRATE, ••••• = V c m • EXTERIOR SEE TABLES 16B OR 188 •••• Z z • TYP.ANCHOR1 I • • STANDARD MULUpN CLIP I PER SUBSTRATE. I I EXTERIOR •• •• v MODIFIED TO FIT FIELD j SEE TABLES 18-148 Q I I J� •• •• Q �i � • \CONDITIONS. I �I I 1 ' 2'X 6'ANGLE CLIP, •• • 2 Z •Q C I I I I I 2 PER MULLION END,MUST BE • ` N • � I INSTALLED INSIDE OF BAY MULL. • • la-- Q O MULLION I i I I 1 I I ••s• • •• • • J 1Q- • Y Y I 2'X6'X.125' }� V) > y I I I ANGLE CLIP, {J Z Q 3► \ I I I 2 PER MULLION END, Q Z O o O 0 cn 6L I 1 I MUST BE INSTALLED a o S. II I INSIDE OF MULL. n 1 R 0 so h 0.� I �TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-146 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR �� I ' '�� 11110DUCT RbVISED Ooll Al\ as complying with the Flor'Ida I C� Building Code ® l ® INTO WOOD,STEEL, Acoopsonce No� •O ALUM,CMU OR MASONRY EIDE O 8xpiration Date '11+�Zrr ® ® DISTANCE By PER Miami Product ANCHOR EDGE DISTANCE NOTES FOR INSTALLATION OPTION G&H: v.YNN M141� PER ANCHOR O 1)USE 2 ANGLE CLIPS NOTES FOR INSTALLATION OPTIONS F: PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. �a��,. '��GEiJS� 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X 2.11'X.125'MULLION. LOCATIONS. 2)SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE F , 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. E a:L FL YyF�. #4AR;p.E. 58705 TABLE 1A Mullion Capacity Table IbsfR2 "�, Opening Width(torveriicalVeParinir�q mullions)or Opening Height(tor horiwrltally-eParirlin9 muUltxls) 50 In 60 In 70 in 80 in 9010 too In 120 in 1401n 180 in- O Rectangular Tre ang. Rectangular TrapRrlang. Rectangular Treprl'dang. Rectangular TraplTdartg. Rectertgeier TrapriTrapRdeng. o a w Rectangular TrapinYlang. Rectangular TmplTdang. Rectangular ThaplTlaog. angu Plitt c� 0 1 x2x.125 loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing loading Lo ding Loedn9 LoaLoafing 11! Alum.Tube _ _ �_ & _ _ _ _ _ & '_ �_ '., � la .Mullion "- v � cR � 13 a 13 W421n 111.9 408 129.6 332 93.2 408 11$.8 325 79.8 408 107.8 321 68.8 408 104.4 318 621 408 104.0 318 55.9 408 104.0 318 48.8 408 104.0 319 39.8 408 104.0 104.0 319 W 481n T4.B 312 83.8 258 8Z4 312 73.4 252 63.5 312 87.0 248 46.8 312 63.2 246 41.8 312 81.3 244 37.0 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 81.0 244 2 W N 60.625 In 63.9 281 70.6 234 532 281 61.6 228 45.6 281 55.7 224 39.9 281 52.1 222 35.8 281 50.1 220 31.9 281 49.3 219 25.6 281 49.3 218 2Z8 281 49.3 219 20.0 281 49.3 218 LII • • a Q • • m • iii' •• • 541n 52.8 247 5T.5 ZO7 45.8 247 48.8 202 37.6 247 44.a lee 32.9 247 41.5 188 29.2 247 39A 184 26.3 247 38.4 193 21.9 247 39.1 183 18.8 247 38.1 193 16.4 247 38.1 183 •••• � :• � � • 60 in 38A 200 41.2 170 32.0 2011 35.4 168 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 21.1 159 19-2 200 25.8 157 18.0 200 25.0 158 •00:6 � • 0• • 83 in 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 28.9 149 20.7 181 24.5 146 18.4 181 22.8 144 18.8 181 21.7 143 ••••• _ • o • • ' 4444• $ 681n 28.0 185 30.6 142 24.0 165 28.1 139 20.6 165 23.1 138 t8.0 185 21.0 134 4444 81}a • 721n 22 2 130 23 3 120 18.5 139 19.9 118 15.9 139 17.6 118 ••••• • v • 781n 18.8 125 19.7 foo 15.7 125 15.6 107 bee", -1 , • r Eli= 78M 17.5 118 58.2 104 �••�• Z = •Q O • TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: • Z 00 C3 i Anchor Capacity Table bisCAP,. • • t7 ANCHORCAP.,,,o.•-� •..• N . Substrate 2.7k Concrete 3.5k Conc. Hollow CMU Filed CMU PT Wood Metal {DP„®}X =ANCHOR CAP.,�, W x •• 5t16•Elco 1/4•SS Elco 6116"Elco 114'SS Elco #10 Steel #12 Steel #12 Steel MULLION CAP.,„,",,, Anchor Type: 3118'Eieo Ulbacoa 114"Elco Uiraopt UNrecon 3118'Elco Ullranon 114•Elco Uttracon AggieGator Ulracort AggreGator Sorew((35) Screw(G5) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR 04 N Anchor Clip Patterns CAPACITY RE CORRESPONDING TO AN �y Edge Distance(M): 1• 2112" 1" 2-Ine 3.118" 1• 2112' 1' 2-112' 2' 3118 r 0.48 0.54' 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE r- U x Q Embedment M' 1-314' 1.314' 1-314" 1314• T 1-114' 1410 1-114• 1-114' 1414• 1414• 2' 13/8 1.818' varies OPENING,WHEN IT IS LOWER THAN THE MULLION d Z y N � 2 Anchors @ 4.75 Mkt.O.C.1 Standard or 06601 CIp(Fig.4 390 In 320 lbs 450 t o 8901bs 1844 lbs 270 lbs 280 Ibs 354 lbs 740 We 374 The 684 lbs 946 8t8 341 lbs 05 lbs bs 11 560 CAPACITY(FROM THE TABLE)OF THE SELECTED g "' 4 Anchors 0 1.15•Min.O.C.I Standard(orOiset)CUP".2X 4W ws 700 lbs N/AwA WA NIA 360 The WA WA WA wA wA 66z lbs 6820 Ira MULLION.iT WILL YIELD A MINIMUM ANCHOR 4 Anchors 8 3'Mia O.C./(2)2x5 Angle Alps I(Fig.3): 7801bs 780 lbs lien Sts WO[be 18M lbs 540 rot 580 lbs WA 760Ibs 746 lbs 880Ibs 18921bS 052 lbs 885 Ihta 1120 hbs CAPACITY WHICH MAY BE USED TO QUALIFY 2 Anchors 0 0.45 Min.0.0.1 U�UIp,kdo.125'AMM.(Fig.4): WA WA WA WA WA WA NIA WA WA WA WA WA NIA N/A 715 Me ADDITIONAL ANCHOR OPTIONS FROM THE 1 Allow F-CAP(Pig.5): 195 In 195 lbs 225 be 445 lbs 822 lbs 135 We 140 lbs 177 In 370 pts 157 lbs 332 Ibs 473 lbs 170 iba 221 lbs 2801bs ANCHOR CAPACITY TABLE. 2 Anahore @ 1.15•Min.O.CJ Ft2lp(Fig.6YI 240 IDS 350 lbs WA WA WA WA 1g0lbt I WA WA i WA WA I NA 341 We M2 Ibs 6811 Its NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT 1tCV(SED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with the Fttxida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -, 1.000" Building Code Acceptance NO Va-g 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ex hati Date By FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miami a Product HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000"[1 .-I I I i I I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .125 \%(11N A4IL ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED cis 'ANGLE CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED IMUM OF.125" FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN THICK.STEEL STUDS TIO BE A MINIMUM NE WITH AN SG OGRADE 33 AND 045°F 0.55.ALUMINUM THICK(18LL BE GAUGE).STRUCD BE ATiUNRAL STEEL TO BE AT 1"X 2'X.125'MULLION : LEAST.125"THiCK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = +. THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. I OF y ST TE C�'•..,•r•(.OFt\off'.• �(��. C . A.LYNN FL P.E.#58705 TABLE 2A Mullion Capacity Table Obs/(e)w Opening Width(for ver iceNy-spaltdri mtalons)or Opening Height(for horizontally-speming millions) 601n 60 In 70 In 8o In 90 In 1001n 120 In 140 In 180 In O t lar Tra d . Rectangular TrapfNaM. Rectangular TrejYMeng. Rectangular Traplydang. Rectangular TnaplTdang. Rectangular Trap/Tdong. Rectangular Loading q Rectangular TraprTdaM. Rectangular FniFf danq Reo anqu PIT e►g 1 X 2 x.376 Loading Lu Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading V w -J AIUM.Tube Mullion .Z 42 in 170.0 820 170.0 435 151.3 662 170.0 478 129.7 682 170.0 608 113.6 682 169.5 518 100.8 682 168.9 617 90.8 682 168.9 617 75 7 862 168.9 617 84.9 862 168 8 517 68.7 662 186.9 617 •••• •- • LQ LJW� • • (05 ••• J • • 48 In 121.6 507 138.0 418 101.4 507 1119.2 410 88.9 607 108.7 403 76.0 507 1028 399 87.6 507 99.6 397 60.8 507 99.0 396 50.7 b0% 99.0 388 43.4 507 99.0 398 38 0 607 89.0 396 • • • •• • ••• • • 60.626 In 103.7 458 114.8 379 86.4 456 89.9 371 74.1 456 90.5 364 84.8 466 84.8 360 67.6 456 81.3 357 61.8 456 80.0 358 43.2 456 80.0 366 37.0 458 80.0 358 324 456 80.0 358 ••;• :W 0 •� Fw • 54 In 85.4 400 93.3 338 71.2 400 80 9 328 6i.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 42.7 400 62.3 314 35.8 400 61.8 313 30.5 400 61.8 313 26.7 400 61.8 313 •• 0 m M 0 F+ • • 80 In 82.3 324 88.8 278 61.9 324 57.5 270 44 5 324 51.2 264 38 9 324 48.8 280 34.8 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 22.2 324 40.5 253 19.5 324 40.5 253 •••• • oD J • : :� • J • • 631n all 284 57.4 262 44.8 284 48.2 246 311.4 284 all 241 33:6 294 38.8 237 28,8 284 37.1 234 26.9 294 35.2 232 22.4 204 33.6 230 19.2 294 33.4 230 18.8 294 33.4 230 0 •• 0 68 in 46.8 268 49.6 230 39 0 268 42.4 225 33.4 268 37.5 221 29.2 285 34.1 218 28.0 266 31.6 216 23.4 288 29.6 212 19.5 268 26.0 210 16.7 268 27.7 209 14.6 268 27.7 209 : • •z (n d • : _ •• •Z • d °• Lu 72{n 360 225 37.9 196 30.0 226 32.2 191 26,7 225 28.4 188 22b 226 26.6 185 20.0 225 23.6 182 18.0 226 221 180 15.0 225 20.3 177 128 226 19.8 176 11.3 225 18.6 i76 78 in 30.8 202 32.0 177 25.5 202 27.2 173 21.8 202 23.9 170 19.2 202 21.5 787 17.0 202 19.7 165 15.3 202 18.4 163 128 202 18.7 160 10.9 202 15.9 158 9.6 202 15.8 158 a Z 781n 2$.3 192 28.8 188 23.6 192 25.1 165 20.2 182 22.0 162 17.7 192 19.7 159 15.7 192 18.1 157 14.2 192 16.6 155 11.8 192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 J r 901n 18.5 144 19.0 128 15.4 144 16.1 128 Z Q t'1 Q Q Z � O 98 In 16.2 127 15.6 113 U) U') Mi e TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: to AnchorGa ac Table Ibs ANCHOR CAP.�,,,,�1_ w N 2 04 Substrate: 2.7k Concrete 3.5k Colo. Hoflow CMU Filled CMU P7 Wood Molal (DP-)X t MULLION CAP.,,�,,,,�/ ANCHOR GAP. 5118"Elco IN"SS Elco 5118'Etc 1/41 SS Elco 1110 Steel $12 Steel 1112 Steel Anchor Type: 3116•Eloo UOracon 114-Elco Ullman URraeon 3116^Elco Ullman 1/4'Elco Ullman Aggnautor tlitracon AggneGator Sorew(G5) Screw(G5) Sorew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Q X ; Q p Anchor Clip Patteme CAPACITY REQUIRED"CORRESPONDING TO AN tl. Z o N Edge Distance M}: r 2-Me 1" 241r Sara• r 2-1/r 1• 2-11r r 3_11r z• o.4e 0.54• 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE O s0 Embedment On): 1.314^ 1-314• 1-314" 1.314- r 1.114" 1-U4" 1.1J4' 1x14' 1-1J4° 1-114' r 1318 t318 $ OPENING WHEN IT IS LOWER THAN THE MULLION m CrRIXm 2 Anchors 4.75•Min.O.C./Standard or Offset Olp(Fig.1 k 390 lbs 390 lbs 450 lbs 890 lbs 1e44 bs 270 We 280& 354 lbs 7401bs 374 We 684 Ona 046-1-be 341 Iba W5 lbs 580 Ras � �^ 4 Anthea N AW Mkt.O.C./Standard(or Offast)Clip(Fig.2): 460 Ras 700 rasEWA ' WA NIA WA 3W be-- WA NIA WA NIA WA 882 lbs 885 lbs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchone 3°Min.O.C./(2)2x5 Angle Ctlps!(Fig 3) 780�s 780 Ors 560Ibs 1898 Lbs 540 lbs 5W Ms WA 7601bs 748 lbs 880 Iba 1892 ft 682 gra 885 lbs 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Ancho m @ 0.45"Km.O.C./U-0Iip,Into.125"Alum.(Fig.4p WA WAWA NIA WA WA WA N/A NIA WA NIA WA NIA 7151bs CAPACITY L RICH MAY BE USED R QUALIFY 1 Anchor/F-011p(Fig.5): 195 lbs 195Ibs45 lbs 822 lbs 135 the 1401ba 177 We T705 The 197[be 332lbs 473 The 170Ibs 221 lbs 280lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 A�has 1.15"Mtn.O.C!F-0IIp(Fig.8}: 240 qac 350 RasWA NIA WA 190 on WA NIA WA WA WA 341 Bos 442 lbs 5601ba ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. hRODUCT REVLSHD FIGURE 1: FIGURE 2: TABLE NOTES: as complying with 60 Ffwitis 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Acceding Cede S 1.000" Acceptance No 1 '0 D SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Expiration Date •�l 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By Miami Product' FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 'Nil till, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" MAI FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 375" VIGENSC' •,�.� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED , CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-10.WOOD SHALL BE PRESSURE TREATED ' No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" 1"X 2'X.375"MULLION -' - THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT - LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND $ �7 � THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, S.S.OR 410 S.S. / U • % (��•. S i(E F tORID A.LYNN MILL104,P.E. FL P.E.#58705 f TABLE 3A Mullion Capacity Table bsfie) Opening Width(for vertically-spanning mUllons)or Opening Height(tor hotizontatly-spard ing mdGons) I~- a 50 to 60 In 701n 801n 90 in 100 in 120 In 140 h 180 in O Rectenguler Trep/Tdeng. RectengrAer Trep.Tdong. Recteng" hap.7Yleng. Rectangular TrspiTdenq. RectangularI -ftoffdmg. Rectangular Traprrdang. RectengWer Trel;Men9• Rectangular Trap/TrIang. Rectangular Trap/Tdeng. o: Of 1 X 2.76 X LoaftLoacling Load" Load" Loadhg Lw dng Loafing Loadn9 LoatBng Loafing Loafing Loafing Loading Loafing Loafing Loafing Lasting Loafing o ye i .375 Alum. _ _ _ a MullionI h ` - ' � 9 ` 111X11 1 *1 � _ $ � �• •tm " : A� . . } It: 3KK g $R '4 ;a 2? K :e K eC g ••••• Z i • i• • r5O.625 21n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 621 146.7 1301 170.0 621 127.6 1301 170.0 fi21 111.5 1301 17D.0 621 ••••• J ~• •i 6 M 170.0 Toa 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 881 151.8 1139 170.0 877 138.6 1139 170.0 880 113.9 1139 170.0 880 97.6 1139 170.0 6911 BS.4 1139 170.0 880 • • :00:: • of In 170.0 747 170.0 583 170.0 898 170.0 831 187.8 1032 170.0 884 148.8 1032 170,0 723 130.5 1032 170.0 747 117.4 1002 170.0 766 97.9 1032 170.0 758 83.9 1032 170,0 756 73.4 1032 170.0 756 : • 11J •� i • ile 170.0 787 170.0 812 181.3 907 170.0 891 138,2 ED 907 164.7 730 120.9 907 162.5 T20 107.5 907 146.0 T14 96.8 907 141.1 710 80.8 907 140.0 709 69.1 907 440.0 709 80.6 807 140.0 709 •• •• 130 • t0 • • 60 in 141.1 735 161.5 625 117.6 735 130.3 811 100.8 735 116.0 509 68.2 735 106.2 500 78.4 735 99.6 583 70,6 735 95.1 678 $8.8 735 01.6 674 BOA 735 91.8 574 44.1 735 91.8 674 �''�• =11 40J • • • • 83 In 121.9 888 130.0 570 1018 888 111.6 557 87.0 688 98.9 547 78.2 666 90.1 638 87.7 686 03.9 531 60.9 666 70.8 528 50,8 666 76.8 521 43.6 668 76.6 521 38.1 666 75.8 621 •• 68In 108.0 607 112-4 522 68.3 807 96.1 511 75.7 607 85.0 501 68.2 6D7 77.1 403 58.9 807 71.5 486 53.0 807 87-8 481 44.2 607 83.4 478 37.9 �7 82.7 474 33.1 807 82.7 474 • Z zoos: � 72 In 81.6 510 85.8 443 80.0 510 73.0 434 58.3 10 64.3 426 51.0 510 57.9 410 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 2 (R' • 76 in 68.4 458 72,6 400 67.8 458 61.7 392 49A 458 54.1 385 43.4 456 48.8 -378 38.6 450 44.6 373 34.7 456 41.8 388 28.9 458 37.7 382 24.8 458 3B.0 369 21.7 458 35.7 358 J J Z Qqr 781n 64 2 435 87.0 381 53.fi 435 58.6 373 45,9 435 49,8 368 40.1 435 44.7 360 35.7 435 40.8 355 32.1 435 38.1 351 28.8 435 34.4 344 22 9 435 3Z8 341 20.1 435 32.2 340 }, ¢ O 901n 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 28.1 327 28.3 276 23.2 327 25.7 271 20.9 327 23.7 286 17.4 327 21.0 282 14.0 327 18.3 268 t.. Z 96 h 34.4 28T 35A 287 28.7 287 28.8 252 24.8 287 26.0 246 21.5 287 23.1 2co 44 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 19.9 232 N X� �0 1081n 242 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 16.1 227 18.0 195 W 1111n 22.3 215 22.7 194 16,6 215 18.1 tot 15.8 215 18.6 188 ~ 1201n 17.6 184 17.9 187 HU X 4 'S ANCHOR CAPACITY ADJUSTMENT FORMULA: Da- O N TABLE 3B Anchor Ca acl Table ibs !ANCHOR CAP. Substrate: 2.7kCarwrete 3.5kCorw. HogowgdU FDedCMU PTYAW Metal (DP.)X` iiD01T"�}=ANCHOR CAP... m�� ()C 51580 EMA 114 SS Elco 511('Elea l/4'SS Ecco #10 Steel 1512 Steel 1112 Steel `MULLION CAP.,",,, Anchor Type: 3/18•Elea UDracon 1/a•Elco Uttracon �trecar 3.18•Eko Ultram 114•Elco UlUacan AggreGetor UBrecon AggreGator Screw(G5) Screw(05) Screw(G5) USE THIS FORMULA TO OBTAIN 7HE'ANCHOR Anchor Clip Patterns Edge Distence(in): 1• 2-1re r 2-1.2' 3.1i8• r 2-117 1' 2-1.2• 2• 3.1.8" 2• 0.48• a.5a" 0.324• CAPACITY REQUIRED"CORRESPONDING Embedment(tn) 1,3.4• 1-3.4° 1314• 13td• x 1-Iia• 1.514• 1-114 1-1.4" t•1/4• 1414 2• 1.3.9• 1.3.6• varies ACTUAL PRESSURE REQUIREMENT FOR THE 2 Andras®4.75•Min.O.0.Standard tx Offset UP�i9.1 390 lbs 390 0* 450 8>s 890 Bra 1844 Ibs 270 ibs 280 ibs 354 lbs 7401bs 374[be 884lbs 940 bs 341 ibs 442 ibs 580 Drs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.is,Min.O.C.i standard(or05set)Clip ft 2� 480 lbs 700 lbs WA WA WA WA 380 lbs WA WA WA WA WA 682 lbs 8651bs 1120 its CAPACITY(FROM THE TABLE}OF THE SELECTED 4 Arrctroro®3"Mia O.C./(2)215 Angle Caps.{Fig.3} 7801bs 760 p►s 880 ft 1560 lbs 1896 ft 540 11>s 5801bs WA 760 abs 748 lbs 8801bs 5m921bs 882 its 085 ibs 1120 b e MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors 0 0.45"Min.0.111 U-011).Into.125"Akan.011.4): WA WA WA WA WA WA WA WA WA WA WFROM THE A WA WA NIA 7151be CAPACITY WHICH MAY BE USED QUALIFY Anchor.F-Cip(17.9.5): 1951* 195-M 225 iss 445 ibs 822 las 135 Ws 14014 177 We 370 @s 187 lbe 332 lbs 473{bs 170 lbs 221 lbs 280[be ANCHOR CAPACITY ABLE. AL ANCHOR ADDITION IONS 1 2 Anchors®1.15"Min.O.CJ F•Cllp(1719.8): 240 lbs 350" WA WA WA WA 19D ibs WA WA WA WA WA 341 W 442 lbs 560 lbs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRMUCT REVISED as complying with the Flo" Building Code 6MO. 8• FIGURE 2: Acceptance No 1 FIGURE 1: TABLE NOTES: --1 1.000" I- ExprlationDate 2p�1 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By• IL 11 1, Mi i de Product Conhetl SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 7 C�t ��Yl�tr�i• FIGURE 3: �� '�� EN • !�' i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" ��G S� . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N.. 5870:5 11 L ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONFORM TO ASTM 890.WOOD SHALL BE a.3751' '_i� / / '= FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT{CMU)SHALL CO 1 $ �6 • -, YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0063-T5 AND BE A MINIMUM OF.125" 41 • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE). STEEL TO BE ( ) 1"X 2.75"X.375"MULLION -'� /'( P • N� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �� nR1O••G\C9�� 0 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �yLtrxR\P FL P. 58705 Ale TABLE 4A �� '*• Mullion Capacity Table IbsW) Opening Width(for tierticalVapaming mullions)or Opening Hetglit(for hodwria*speming mullions) s3 0 60 in 001n 701n 80 in901n 1001n 120 In 1401n 1801n Rectangular TteplTdmtg. Reotengtder TreplTriang. Rectangular TrapiTdano. Rectengrlar 'ftsjAdang. Rectangular TrmpRdertg. Reclanouler TrepITrlang. Rsctantpler Tra Menp. Rectangular Trep/Tdeng. Rectangular 7tap/Tdang. 4 1I x 2.78 x L � Loading Loadttg Loading Undng Loading Loadrig Loads" Loadng Loadng Loading Loading Loadng Loadng Loading Loadng Loading c v Ild .050 Alum. _ 3^ _ _ _ z�s g a.. A, �a .. .. � • Tube > �. B � � �� Mullion _ o • • L•1! m • , _ �. ash �� h� � 3 t N • log w • Ix .'4. ,ypCYj- �c. a �o �G �G �c �c �G � mac. � • G V 4444• � • 42(n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 892 170.0 518 170.0 1118 170.0 521 170.0 12{0 170.0 521 170.0 14M 170.0 521 158.7 1620 170.0 521 138.8 1620 170.0 521 • • 4444 • • s • ••• 48 bt 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 861 170.0 1275 170.0 077 170.0 1417 170.0 880 141.7 1417 170.0 880 121.5 1417 170.0 880 108.3 1417 170.0 860 •••• ,� a i� o • 50.425 In 170.0 747 170.0 583 170.0 898 170.0 831 170.0 1018 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 146.3 1288 170.0 756 121.8 1288 170.0 758 104.5 1288 170.0 756 61.4 1286 170.0 758 •• '• W • •O ey• • 641h 170.0 797 170.0 812 170.0 @58 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.8 1130 170.0 858 leas 1130 170.0 861 80.1 1130 170.0 881 75.3 1130 170.0 881 00000 j ••M N• i 60 in 170.0 685 170.0 701 148.5 815 182.3 781 125.5 915 144.5 746 109.9 015 132.3 735 97.8 016 123.8 728 87.9 915 118.5 720 73.2 915 114.4 715 02.8 015 114.4 715 54.9 815 114.4 715 • • • 83 in 151.8 830 181.9 710 128.5 830 138.9 894 14 108.5 830 123.2 861 94.8 830 112.2 670 84.4 830 104.8 862 75.9 830 99.4 858 63.3 830 84.5 849 54.2 830 94.1 849 47.4 830 94.1 849 •• LU • • LLI 86 In 132.1 767 140.0 850 110.0 757 118.8 838 94.3 757 105.9 824 82.5 767 98.1 814 73.4 757 60.1 808 88.0 757 84.2 800 65.0 757 79.0 593 47.2 757 78.2 591 41.3 757 782 591 •• 2 CO • 'L C z N5 72 Hs 101.7 838 106.8 552 84.8 838 01A 540 727 838 60.1 530 83.8 838 722 521 58.5 838 88.5 514 50.9 836 823 5� 424 838 57.2 500 38.3 638 55.3 497 31.8 838 55.2 487 o �Z 78tH 88.5 571 90.4 408 72.1 571 78.6 488 8 . 571 67.4 479 54.1 571 00.6 471 48.0 671 55.6 484 43.2 571 51.8 459 38.0 671 47.0 451 30.9 571 44.8 447 27.0 571 44.5 446 78 h 80.0 542 83.4 474 06.7 542 70.8 485 57.1 642 62.1 4% 60.0 542 55.7 440 44.4 542 $1.0 442 40.0 542 47.5 437 33.3 542 42.8 428 26.8 542 40.8 425 25.0 542 40.1 423 0 QCQ O g0 in 52.1 407 53.7 381 43.4 407 45.4 355 37.2 407 39.8 349 32.6 407 35.3 343 28.8 407 32.1 338 28.0 407 28.8 334 21.7 407 28.1 327 18.8 407 24.1 322 18.3 407 23.0 319 Z 00 � 86 in 42.0 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 20.8 338 28.8 304 23.6 350 26.1 300 21.5 358 24.0 288 17.9 358 21.0 280 15.3 358 19.2 284 � x � � 108 in 30.1 283 30.8 265 25.1 283 25.9 251 21.5 283 22.5 247 16.8 253 19A 244 16.7 263 18.0 240 15.1 283 16.6 237 W 1Z7 1+ C14 0 C0 III In 27.6 267 28.3 242 23.1 287 23.8 238 19.8 287 20.6 235 17.3 287 18.3 231 15.4 261 18.5 228 U x Q 120 in 22.0 229 22.3 200 18.3 229 18.8 205 15.7 228 16.2 202 Q ` Z TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA. m Q N Anchor Cape ITable Ohs) ANCHOR CAP. '"°"'"� ANCHOR CAP.. Substrate: 2.1k Concrete 3.Sk Conn. Hottaw CMU FWed CMU PT Wood Malas (DP,�,)X t MULLION CAP.,m,,,,,��_ 5118"Eta. 114"SS Ecco 5118'Elco 114'SS Elco #10 Steel 012 Steel 012 Steel Andw Type: 3t1G Elco Ultrecon 1141 Elco Ultrecon 16"UltnElco 3118'Elco Ultracon 1/4'Elco Ultracan ApgreGat« Utlrer�rr AgpreCiel« Screw(G5) Sarew(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patteme CAPACITY REQUIRED'CORRESPONDING TO AN Edge oietance M1. T 2112" 1• 21/2' 3.1181 1• 2-112• V 2-112' 2' 3-1/8' 2' 0.48" 0.54" 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE Embedment Mt; 1-314° 1-314" 1-3/4" 1-14" 2' 1414' 1-1/4• 1-114" 1-1a• 1414• 1-14` 2• 1.318° 1 was OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchors @ 4.75"Min.O.C./Standard«Olfsel alp(Fig.1): 390 gra 3901bs 450 lbs 690 lbs 1644 Ws 270 res 280 Ibs 354 Iba 740 lbs 374 lbs 864 lbs 940 ft 341 ft 442 lbs 580 lba CAPACITY(FROM THE TABLE OF THE SELECTED 4 Anchors @ 1.17'Mh.O.C./Steodwd(«OGset)Cep(Fig-2t 480 lcs 700 WA WA WA NIA 380 lbs WA NIA WA WA WA 6621bs 0651 11201bs } 4 Anchors @ 3'Min.O.C.1(2)2x5 Angle alp&1(Flg.3): 760 M 780 lbs 680 Ibs 1560 lbs 1890 lbs 540 9,s 560 The WA 780 lbs 748 Ibs 880 lbs 1692 lbs 662 Ow ba 1120 lbs MULLION.IT H ILL YIELD A MINIMUM ANCHOR 2 Artotrote M 0.45"W.O.0/U Clip,iMo.125•Alum.(Ftp.4g NIA WA NIA WA NIA WA NIA NIA WA WA WA WA WA 7161bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ano /FZNp(Ftp.SY 185 lbs 195 lbs 22514 445 Ibs 8221bs 135 bs 140 ft 177 lbs 370 PA 187 lbs 332 lbs 473 tbs 170 Ibs 221 lbs 280 tbs ADDITIONAL ANCHOR OPTIONS FROM 7Anew2 Anetras®1.15"MM.O.CJ F Clip(Ftp.8): 2401bs 350 8rs WA WA WA WA 190 lbs WA NIA WA WA WA 341 Ws 4421bs 1bs 580ANCHOR CAPACITY TABLE. PItODUCT RBVISBD NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. as complying with the FUN1111111 Building Code % .q)v&-Cx3 TABLE NOTES: Acceptance Expiration Date fxO JU21 FIGURE 1: FIGURE 2: ---I 1.000" �--- MIKM 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mtant ` IM 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � ,,,,,,.. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" . . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. t• : �+ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N0,58705 AND GROUT-FILLED ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW :, ! = SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125" %.�(� '. STA( Or 4U THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT �(ORtO� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75"X.650'MULLION 'i 's,N ••••• . . • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. tttlllllt' A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A Mullion Capaolty Table pbsej Opening Width(Tor vertica*spamirlg mullions)or Opening Height(for hodzonta*spaming mullions) 50 In 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in O t Ir Tr Rectengrier Treplitlerp. Rectartgrdar TreplTdang. Rectarrgutar Traprrdm. Rectangular Traprrdang. Rectangular Trepritlang. Rectangular Traprillang. Rectangular Trap'Tdong. Rectangular VaWflang. o o Reo engu WWanD 1"x 3.125"x Loadai9 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lowing Loading Loading Loading Loading o O .50011 Alum ',. ' .. ., '.. '.. LL Tube Mull I� $ � I a I 1 -11 i � � � �� N U` U L � U U U U U U 13 - a � - - CO rn g � Z LN •�� g �G � ,TIG � G � r! �� g G � O f 42 in 1170.0 820 170.01 435 170.0 744 170.0 478 170.0 868 170.0 NO 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 164.4 1602 170.0 521 •--1 W J W 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 982 170.0 830 170.0 1133 170.0 861 170.0 1275 170.0 077 170.0 1417 170.0 880 157.7 1577 170.0 850 135.1 1677 170.0 880 118.2 1577 170.0 880 : _ 50.825 q1 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1048 170.0 8114 170.0 1195 170.0 723 1170.0 1345 170.0 747 170.0 1494 170.0 758 145.7 1495 170.0 756 121.5 1495 170.0 756 108.3 1485 170.0 756 • • W • •� Q S4 In 170.0 797 170,0 812 170.0 958 170.0 881 170,0 1118 170.0 754 170.0 1275 170.0 803 166.1 5401 170.0 837 149.5 1401 170.0 856 124.8 1401 170.0 861 106.8 /4111 170.0 861 93.4 1401 170.0 861 ••• _ •• �j ~ • ••••• 1- i •� • • 80 In 170.0 885 170.0 701 170.0 1083 170.0 797 158.5 1168 170.0 878 138.7 1156 167.0 028 123.3 1156 158.6 017 111.0 1150 140.7 910 02.5 1156 144.5 903 79.3 1156 144.5 903 69.4 1156 144.6 003 • ••••• • 63 in 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1048 155.5 ON 118.8 1049 141.7 546 106.5 1049 132.0 838 95.9 1049 125.5 828 79.9 1048 119.3 820 68.5 1049 118.9 818 59.8 1049 118.8 819 ' Z • 88 b 188.8 955 170.0 789 139.0 955 151.3 804 118.1 955 133.7 788 104.2 855 121.4 776 92.6 955 112.8 785 83.4 955 108.4 757 88.5 955 99.8 749 58.8 955 98.7 746 52.1 855 88.7 748 0000 � �r • • C • 72 In 128.5 803 134.9 897 107.0 803 114.9 882 91 p so .6 603 101.1 070 80.3 803 91.2 659 71.4 803 83.8 849 84.2 803 78.8 842 53.6 803 72 2 832 45.9 803 89.8 828 40.1 803 89.7 827 ••••• to • • • 781n 108.2 723 114.1 620 81.0 721 97.0 818 78.0 721 85.{ 805 88.3 721 76.5 595 80.7 721 70.1 588 54.8 721 05.4 570 45.5 721 59.4 589 39.0 721 56.8 584 34.1 721 56.1 553 " •• Q J T- 78 - d • • • ' III In 101.0 684 105.4 599 84.2 684 88.4 587 72.2 664 70.4 570 63.1 684 70.4 587 58.1 684 64.4 658 50.5 684 59.9 SSS 42.1 884 54.1 541 36.1 884 51.3 538 31.8 884 50.8 534 • •• N r 90 M 85.8 614 67.9 455 64.8 614 57.3 448 47X 614 60.0 440 41.1 514 44.6 433 38.5 514 40.5 427 32.9 514 37.3 421 27A 514 33.0 412 231.5 614 WA 406 20.8 514 29.0 403 • • �o •• � 98 Yt 54.2 452 55.7 404 45.2 452 47.0 398 36.7 462 40.9 390 33.9 452 38.4 384 30.1 452 32 8 378 27.1 452 30.3 373 22.6 452 25.8 365 19.4 452 24.2 359 16.9 452 22.8 355 ••• CO) to • 108 In 38.1 357 38.9 322 31.7 357 32.7 317 272 357 28A 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 16.9 357 18.0 283 13.8 357 16.2 287 11.9 357 15.0 283 LLL r Y Y 1111n 35.5 338 35,8 308 28.2 338 30.1 301 25.0 338 26.1 206 21.8 MS 23.1 292 19.5 336 20.8 mu 17.5 338 10.4 264 14.6 336 16.5 278 12.5 330 14.8 273 51.0 336 13.8 268 M N j 120 in 27.7 2119 28,2 283 23.1 289 23.7 259 19.8 269 20.5 258 117.3 289 18.1 252 15.4 289 18.3 249 13.9 280 14.9 240 11.8 289 12.8 240 9.9 289 11.4 236 8.7 280 10.4 232 Q .,X Q 0 > z O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: �_ m O mso0 AnchorCs el Tabus IbsIX l Substrate 2.7kCor (de 3.5k Cont. HotlowCMU Filed CMU PTWOW Metal (DP.)X%MULLION CAP.,",,,T,a,I �ANCHORCAP.u, a'3 5M6" p 1(4.83 Elco sll6'Elco v4'SS Elco 010 Steel 012 Steel #12 Steel AnehorCllp Patterns AnchorType: 3nG Elco uttlacan V4'Elco ubaeon Uer Etccoft 3116•Elco Ultsem 114•VC0U0rscon Aggrei3ator U9racan AggmWor Screw(G5)Screw(W) screw(a5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Ulstarce ODY 1• 2-112' r 2 yr 3v8• 1• 2-v7 1• 2-V2' r 3118' z 0.48• 0.54• 0.324• CAPACITY REQUIRED`CORRESPONDING TO AN Fmbednent n 13/4" 1314" 1314' 1314' 2• 1-V4' 1-V4• 1414• 1-v4" 1414• 1414' r 1-318• 13/8' vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchas®4.75•Min O.C./Standard or onset Cop(Hg,1X 390Ibs 390 N 450 bs NO Ibs 1644 lbs 270 bs 280 to 354 bs 74o lbs 374 m 664 lbs o46 rbs 341 bs 442 to 360Ih6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15•Mia O.G I Standard(or OMM)Cop 09,2Y 480 bs 700 bs WA WA NIA WA 350 is WA WA WA WA WA 682bs 585 Its 112o ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchors®3.Mb1.O.C./(�215 Angie CIp9/(Fig.4 780 On 780 bs Geo bs 15M bs 1896 OA 640 lbs Seo lea MIA 760 Its 746 IDs sec Ws 18921bs 662 bs 1185 ft 1129 bS MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Aruhors®0.45'Min.O.C.!u Cip,Into.1251 Alum.(Flg., WA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 1073 IDs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amara l F-GW(RI;5X 195 Bis 1050s 225 bs 445 Ms M bs 135M 140 Ms 177 bs 370 its 187 bs 332 ms 473 Ws 170bs 221 bs 290 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors®1.19•Mlrt O.CJ F (Fng.6)L 240 o>s 350 916 NIA WA NIA WA 100 bs N/A WA NIA WA WA 341 bs 442 Re 560 be ANCHOR CAPACITY TABLE. ED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as complying g with dw as complying with filo FlbrridM H1.000"�I Building Code Acceplanco No t�-6�•1g.O`,j FIGURE 1: FIGURE 2: TABLE NOTES: a iratian Dale �Z� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BY SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Undo Pro6acf ��ttlllrr111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" \��\ p�}`( ••.�<<F/��i� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �,•''L�GENS 'f' +� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �0" - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED F4 b FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" S s 1'X 3.125'X.5'MULLION :�7 '• r \� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (V VF MULLION) LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • i THE MATERIAL.910&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. < �� A.LY�INIM�LLE.R,P.E. FL P.E.#58705 TABLE 6A • �a � Mullion Capacity Table(Ibsfie) Opening Width(for yerUoa*sparrUg mUi110119)or Opening Height(for horizontally-sparring mullions) ~� 4 60 in 601n 70 In 80 in 90 in 100 In 120 In 140 in 180 in Rectangular TrWillang. Rectangular TrWildJR,ctanaAer TrepfMenO. Rectangular TmaplTdang. Rectangular Tie"ang. ReotwGular Treprrdang. Rectangular Traplydang. Rectangular Trap/Tdang. Rectangular Trap(fdang. 4 w 1 x 4 X A28 L Lmdag Lancing LancLoading Loading Lancing Loading Lancing Lancing Lancing Loafing Loading Lancing Lancing Lancing Lancing loafing o Alum.Tube Mullion � a o � �o >3 � Z U) it 121111 1 311' Is �� 1 � o 421st 170.0 820 1170.0 435 170.0 744 170.0 478 170.0 8611 170.0 608 170.0 982 170.0 519 170.0 1116 170.0 521 170.0 t240 170.0 521 170.0 1488 170.0 521 145.8 1489 170.0 521 127.6 1489 170.0 521 J W 48 4t 170.0 708 170.0 624 174.0 850 170.0 584 170.0 892 170.0 Wo 170.0 1133 170.0 661 170.0 1276 170.0 677 168.3 1303 170.0 880 130.3 13M 170.0 080 111.7 1303 170.0 8811 97.7 1303 170.0 660 _ 60.8281n 170.0 747 174.0 583 170.0 898 170.0 831 170.0 1018 1170.0 864 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1236 170.0 75$ 117.1 1235 170.0 766 tOQ.4 1235 170.0 766 87.8 1236 t70.0 758 W • • • • 64 b 170.0 797 170.0 8112 170.0 958 170.0 891 170.0 1118 170.0 764 164.4 1168 170.0 803 137.2 1168 170.0 837 123.6 1158 170.0 658 102.9 '1168 170.0 881 86.2 1168 170.0 881 77.2 1168 170.0 681 •• '• m • • • •�• 801n 170.0 �5 170.0 701 186.7 11042 170.0 787 142.8 1042 181.1 832 125.1 7042 148.7 815 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 ••• • )- • J • • •••••• '� • • i 631n 170sees d .0 930 170.0 745 151.2 982 103.6 818 129.8 992 144.4 799 113.4 082 131.0 782 100.8 892 1211.4 768 90.7 992 114.8 758 78.6 992 108.4 745 64.8 992 108.0 744 69.7 992 108.0 744 • Gain 589.4 847 170.0 7811 137.8 947 148 0 768 116.1 947 130.3 788 103.4 947 117.7 752 91.9 047 108.7 738 02.7 947 102.2 727 68.9 947 05.1 713 59.1 947 94.0 711 51.7 947 94.0 711 • • •0 Z 8 • • 721n 135.$ 849 742 7 737 113 2 849 121.6 722 97.0 049 108.9 708 84.9 649 90.4 896 76.6 849 88.7 666 67.9 849 82.7 875 56.6 849 76.3 058 48.6 849 72.6 652 42 6 849 72.4 851 *•see:? LU : L)8 • • 78 6t 118.6 782 120.7 865 96.3 762 102.6 652 02.5 782 90.0 640 72.2 782 80.9 829 64.2 762 74.2 620 57.8 782 69.2 613 48.1 762 62.8 602 M.3 762 59.9 697 36.1 782 69A 595 •• • --� • • Q J T- v- • 78 th 108.9 724 111.4 634 89A 724 94.6 621 76.3 724 82.9 609 68.6 724 74.4 599 59.4 724 08.1 591 53.4 724 63.4 593 44.6 724 67.3 573 38.2 724 64.3 587 33A 724 53.5 665 �•• ' � �� 901n 69.6 543 71.8 483 68.0 543 80.7 474 49.7 543 52.0 486 43.5 643 47.1 468 38.6 543 42.8 452 34.8 643 39.6 448 29.0 643 34.9 438 24.8 543 32.5 430 21.7 543 30.7 428 : • • •CO • 98 in 57.3 478 58.9 427 47.8 478 49.7 419 40.8 478 43.2 412 35.8 476 38.5 408 31.8 470 34.8 400 28.7 478 %301 476 28.1 366 20.5 478 25.6 360 17.8 478 24.2 378 •••• r 1 O m� • i 1081n 40.3 $77 41.1 341 33.6 377 34.6 335 28.8 377 30.0 330 26.2 377 26.6 325 22A 377 24.0 321 20.1 377 377 19.0 310 14A 377 17.1 304 W X • $ Ili In 37.1 357 37.6 323 30.9 357 MA 318 28.6 357 27.6 313 23.2 357 24.4 309 20.8 367 22,0 305 10.5 357 357 17.4 204 W � N � Min 29.3 308 20.6 279 24.5 308 25.1 274 21.0 308 21.7 270 18.3 308 19.2 287 18.3 306 17.3 263 V K Q O 0 1441n 17.0 212 17.2 196 a0. Z s.N N TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: �� °°0 Anchor Ca act Table bs ANCHOR CAP.,�,,,,,� ANCHOR CAP.,, Substrate: 2.7k Concrete 3.5k Cone. Hallow CMU Fined CMU PT wood Metal (DP"„)X%MULLION CAP.,,.,,,, /_ Mir Efeo 1141 SS Elco 5118'Elco 114'SS Elio 010 Steel 912 Steel 912 Steel Anchor Type: 3176'Eieo Ullrecon 114•Elco Ultraem 3118"Elco Ulbwon Or Elco Ullrecon AggreGator Lithman AggreOator Screw((i5) Screw((35) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns uitracon Edge Diatarroa(btu 1' 212' 1" 2-112, 3-118• 1• 2.112' 1" 2-lir 2' 3-1/6' 2• 0.46• o.5a• 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN ernbeament qn). 1.314• 1-3x4• 1.314• S-3f4" r 1414" 1414" I-IW i-14• 1-1a• '1-14• r 11-18• I-W tinea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors Q 4.75'Min.O.C.I StnndarQ or Offset Cop(Fig.MY 390 In 390 be 45066 ego lbs 1644 In 270 lbs 280 lbs 354 be 740(be 374 lbs 664[be 946 be 341 lbs 4421be 564 033 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 2.25'Mtn.O.C.I Standard(or Obset)COP(Fig.3g 700 ins 700 be 560 lbs 1410[be 952 bs MIA 5W Me WA 6301bs WA No lbs DVA 682� sob lbs 11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED a Anclgre a 1.15 Min.O.C.i Standard(of obset)CIp(Fig.4r goo gin 1400 lbs MIA NIA WA NiA 780 The WA NIA NIA WA WA 13631be 1774•ars 2240 roa MULLION.IT WiLL YIELD A MINIMUM ANCHOR 4 Arrcinora 3"Mia O.C.1(21 ZtcS A 1(Fl0.5k 780 bra 760 Sts 880 bs 1560 lbs 1898 gars 540 be 580 lbs WA 760 be 740 Ibs 880 We 1882 Ibs 082 bs 885[be 1120 Ore CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchae 0 7 Mtn.O.C.I(2)215 Angle gips I(Fig.Gy 1170 The 1170 lbs 1020 bs 2340[be 2844 Ibs 81011* 840 lbs WA 1140[be 1122 bs 1320 ins 2038 lbs 1022 bs 13271113 1680 be ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors 0.45'Min.O.C.!U Clip,brio.125"Ahem.(Ffg.7) WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430!bs ANCHOR CAPACITY TABLE. PRODUCT REVISED 2 Anehars 2.25•Min.0-CJ F�IiP(Fig.el: 350 ba 350 its 290 Ibs 7051113 478 bs WA 280 lbs WA 316 bs WA 440 lbs WA 341 bs 442 We 560 lbs as complying with IUs Florid 4 Anchom 01.15"Min.O.CJ Flap(Fig.9): 480 Ibs 700 las WA WA WA WA 3801bs WA WA WA NIA WA 862 bs 655lbs 1120 ba 1.000° Building t ode, bZ18 O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -'I I-- Inana at Expieation Nate TABLE NOTES: By FIGURE 4: FIGURE 8: FIGURE 9: Mrami ado`,>"k ,", cit t FIGURE 1. FIGURE 2: FIGURE 3: FI 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE ,. • • • • • • • • • 1:0 SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ,..•.•..,2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.• • • • • • • • 4.000" Ido.513'/05 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW = FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. }-c} TT 64)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLE ' E lDIN • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREATED YELLOW 125" ��.�•. CORtC1P•'``( • • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MiNIMUM OF.125"THICK STEEL � .rl ;` STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125°THiCK ,� 1-i 1 ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1"X 4"X.125" A.LYNN MILER,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S.S. MULLION FL P.E.#68705 13 oz TABLE 7A �$ Mu11I n Capacity Table IbsHtt Opening Width(for vertically-s arcing minions)or Opening Height(tor horizorkally-spa ng muNons) a 50 in 60 In 70 In 8o In 001n 100 in 120 In 1401n 160 In O Tr Rectangular TreprTdang. Rectangular Trapridang. Rectetrgular Tr deng. Rectangular TraprMang. Rectangular Tra Rectangular Trnpri eng. Rectangular reprMang. Rectangular Tre�aang. 0. 1 x 4 x.376 Rectangular r apR Leading ng Loafing apr Loading Loading Lowing t ceding Loadng Loading Loading Loading L ng Loafing dng Lowing Loadn9 ng nB �' U Alum.Tube ' 04 Mullion g Z a o 421n 170.0 620 70.0 436 170.0 744 170.0 478 170.0 888 170.0 1308 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 240 170.0 521 170.0 14 170.0 170.0 1735 170.0 621 170.0 1883 170.0 821 J W J 481n 170.0 708 170.0 624 170.0 @50 170.0 fi84 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 880 170.0 100 170.0 880 170.0 19@3 170.0 880 181.8 2024 170.0 880 g CO •• i 50.625 In 170.0 747 170.0 563 170.0 886 170.0 831 170.0 1046 170.0 8114 170.0 1195 170.0 723 170.0 1345 170.0 747 170 1494 170.0 756 170.0 793 1 .0 768 158.0 1918 170.0 758 13B.fi 1919 170.0 766 W , O •••• 54 in 170.0 7 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 176.0 1594 170.0 868 169.9 17 170.0 881 137.1 1799 170.0 881 120.0 1789 170.0 881 i 0•• m , ,C N • 801n 170.0 6 170.0 701 170.0 10tH 170.0 797 170.0 1240 170.0 676 170.0 1417 170.0 944 170.0 1594 170.0 986 155.6 1618 170.0 1033 1 .8 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1618 170.0 1063 •.••• I-- , •• ••• J 631n 170.0 030 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 168.7 1642 170.0 1078 141.0 1642 170.0 1122 117.5 1642 188.8 118@ 100.7 1642 167.8 1187 88.1 1642 187.8 1167 •••:• • Sege • 66 In 170.0 974 170.0 789 170.0 1169 170.0 803 170.0 1364 170.0 1002 160.6 1472 170.0 1088 142.0 1472 188.8 1146 128.5 1472 168.6 1130 107.1 1472 147.8 1106 91.8 1472 146.0 1104 80.3 1472 146.0 1104 • Z •• 721n 170.0 1083 170.0 878 170.0 1275 110.0 1009 150.8 1320 166.2 1101 132.0 1320 149.0 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 08.0 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1320 112.5 SOt2 ••.• ? aj .• • • ••••• 12 76 In 170.0 1122 170.0 837 140.6 1184 159.4 1013 128.2 1104 139.9 984 112.2 1184 125.7 078 99.7 1184 115.3 964 69.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 03.1 827 56.1 1184 82.3 925 • J 03�' r 781n 188.1 1124 170.0 987 138.4 1124 147.0 985 118 6 1124 128.8 847 103 8 1124 115.8 831 82 3 1124 105.8 918 03.0 1124 88.5 806 89.2 1124 09.0 800 59.3 1124 04.3 881 51.9 1124 83.2 078 :•• • Z J S r • 901n 106.{ 844 111.6 750 80.1 @44 84.3 738 77.2 844 82.1 724 87.6 844 73.3 712 SOA 844 66.6 702 64.0 1444 61.4 693 45.0 8N 64.2 878 3@.8 844 :10.0 868 33.8 044 47.7 862 • Q ,E, N O • - 08 in 00.1 742 91.6 683 74.2 742 77.2 662 83.8 742 87.2 041 55.7 742 69.8 631 49.8 742 64.1 622 44.6 742 49.8 614 37.1 742 43.8 600 31.8 742 30.8 690 27.8 742 37.6 584 ..•• N s la �� • � 108 In 62.6 We 63.8 530 52.1 686 53.8 521 44.7 116@ 46.6 513 N. 586 41.4 505 34.8 586 37.3 498 31.3 588 34.2 492 26.1 686 29.6 481 22.3 SW 26.8 472 19.5 686 24.7 466 to M�' 111 In 57.6 568 68.8 603 48.0 555 48.5 4&i 41.2 556 42.9 407 36.0 855 36.0 480 32.0 565 34.2 473 28.B 555 31.3 407 24.0 555 27.1 457 20.6 555 24.3 448 10 0 555 22 4 442 W X Y yC 120 In 45.6 475 46.4 433 38.0 476 38.0 426 32.6 475 33.7 420 28 6 475 29.0 414 25.3 476 26.8 409 22.@ 475 24.6 404 19.0 476 21.1 395 18.3 475 18 7 367 14.3 475 17.2 361 U X Q O O 144 in 26-4 330 26.7 305 22.0 330 22.4 301 18.8 330 19.3 297 16.6 330 1,70 a c (� TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: g �M Colt Anchor c Ta le bs DP ANCHOR CAP....." 'ANCHOR CAP..,. Substrate: 2.7k Concrete 3.5k Hallow CMU Filled CMU PT Wood Metal ( P2°)X MULLION CAP. „,,, 114'83 Elco 51W Eico 114"S8 Elco 810 Steel N12 Steel 912 Steel Anchor Clip Patteme An 3116'Eta°UlUaoon 114'Elco ultrecon & Elco 3118'Elco Ultrecon 114•Eico Ullracan AggreGator Macon AggreGator screw(05) Screw(05) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge l2stanoe(hip 1" 2112' 1" 2-112• 3118' 1' 2112' t' 2-f@" r 3 410" 2' 0.48• 0.54" 0.324" CAPACITY REQUIRED`CORRESPONDING TO AN Embedment(hip 1-314' 1.314• 1-314" 1-314' r 1-114 1414" 1-114" 1-114" 1-114" 1414' 2' 1.3113 1318• �sdes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75•Min.O.C.r Standard or offset clip(Fig.ls2p 390 390 bs 450 Ora 690 lbs 1644 bs 270 bs 280 lbs 354 lbs 740 bs 374 Iba 664 lbs 946 lbs 341 lbs 442 ft 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors�2.25 Min.O.C,r SandedStanda (or Offset l Clip(Fig.3): 700 its MW lbs 560 las 14101 952 lbs WA 5601bs WA 1330 lbs WA 680 lbs WA 662 Ws a5-us 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 0 Anchors @ 1.15 Mku.O.C.I Standard(or OB9el)Crgr(Fig.4p 980 lbs 1400 lbs WA WA WA WA 760 lbs WA WA WA WA WA 13631bs 1770 ib9 2240 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR PACITY WHICH MAY BE USED TO QUALIFY 4 Anchors®3'Min.O.C.1(2)2x5 Angle dips 1(Fig.5): 760 lbs 780 lbs 680 lbs 1560 lbs 1898139 540 lbs 560 lbs WA 760lbs 746[be 980 The 102 lbs 682 Ms it851bs 1120 Its CA 6 Anchors 3"Min.O.C.1(2)2x5 Angle dips I(Fig.6pjw1kA, 0bs 11701bs 1020 lbs 2340 lbs. 2844 is 610 lbs 840 lbs WA 1140 The 1122[be 1320 lbs 2836]be 1022 lbs 1327 lbs 1860 fbs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors®0.45'Min.O.C.I U�ep,hto.125'Alan.(Fig.7): WA WA WA WA WA WA WA WA wA WA NIA WA NIA 143013s ANCHOR CAPACITY TABLE. PROQUI:T REVISED 2 Anchors a 2.25"Min.O.CJ F-08p(Fig.8): ms 350 Ibs 290139 705 lbs 470 lbs NIA 280 Ibs WA 316 lbs NIA 440 lbs WA 34113s 412 Ibs 560 bs as complying with dw Fitx,•ida 4 Anchors Q 1.15'Min.O.CJ Flip(Fig.9p 480139 700 bs WA WA WA WA 380 lbs WA WA WA WA WA 882 lbs 60 The 112013s Building Code No NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR V UES AS THE STANDARD CLIP. --� 1.062" r- 1.000" E pin ' at ifD' E pitat' Date TABLE NOTES: B 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Misun a Product FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t 111 1 i 1 t • • • • • • • • • • • • �� ,� LYNN 49/C 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. "" !F �i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE • • • • • • • • • • 4.000' 4.000" r SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS = r: flu. 5E37�5 -_ SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - s. FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - -L� 0. n, • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE ( 0� • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ;t j;• rL10131 Or, 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' 375" .375" • • THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS 1'X4"X.375"� 1"X4'X.375"� � tCl�'�l'�,� ANGLE CLIP(FIGURES 686)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 'T"-MULLION MULLION A.L�WNIMILLt't�.P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 8A 't Mullion Capaclity Table Ibafie Opening Width(for vertcall spamirig muMons)or Opening Height(for horizontally-sperming muillor�) 2- 6 50 In 80 In 70 In Win 90 in 100 In 120 In 140 In 160 In lid ar Tru an . Rectangular 7repTrdeng Rectan9ddar Trapftdang. Reotanguler Trep/1Mang. Rectangular Trapt7Flang. Rectangular Raptrdang. Rectangular TropRtiang. Rectangular Trep/rring9. 4 a 1.26"% Rdsctangulre Trap/iilang. Rectangular WM 8 tN Loading Loading Loading Leading Loading Loading Loading Loading Loading Loading Loading Loading Loadir� Loading Loading Loading Loading Loading off,+ U 3.188 x _ _ _ LO .266"Alum .. ` � a a A Tube Mull NUj � H sn 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 866 170.0 608 170.0 892 170.0 519 170.0 1118 170.0 521 r170-07112410 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 151.6 1788 170.0 521 J LL{ 481n 170.0 708 170.4 S24 170.0 860 170.0 584 170.0 892 170.0 830 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 660 154.6 1646 170.0 880 132.7 1548 170.0 680 116.1 1646 170.0 860 N • 50.826 In 170.0 747 170.0 563 170.0 898 170.0 831 170.0 1048 170.0 884 170.0 119.5 170.0 723 170.0 1315 170.0 747 187.0 1488 570.0 766 139.2 1488 170.0 768 179.3 1468 170.0 756 104.4 1468 170.0 768 LU 0•• so:- k43 • - 641n 170.0 797 170.0 812 170.0 968 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 803 163.1 1378 110.0 837 146.8 1376 170.0 858 122.3 1378 170.0 881 104.8 1378 170.0 861 91.7 1378 170.0 881 i •• m C3 • •• �•to • 601n 170.0 885 170.0 701 170.0 1063 170.0 787 158.9 1158 170.0 878 Inc 1158 187.4 830 123.8 1168 156.8 919 111.2 1156 150.0 812 82 7 1156 144.8 005 79.4 1158 144.8 005 89.5 1158 144.8 805 ••••• I-' rU •• •• • 831n 170.0 930 170.0 745 180.1 1081 170.0 BSO 137 2 1051 156.8 882 120.1 1051 142 0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 801 1051 119.5 822 88.6 1051 1119.1 821 60.0 1051 118.1 821 *Goes ? O" • • •••• Z N�ii • • 08 in 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.6 767 83.6 957 106.8 769 89.8 957 100.01 760 69.7 957 88.9 748 62.2 957 98.0 748 ' 0 721n 126.7 804 1352 698 107.3 804 116.2 694 91.9 804 101.3 671 80.4 604 91.4 680 71.5 804 84.1 830 84.4 804 78.8 843 83.8 804 72.3 633 46.0 801 89 9 828 40.2 8d4 68.8 828 M•• • ••••• J • 78 in 109.4 722 114.4 630 91.2 722 97.2 818 78.2 722 88.3 808 88.4 722 78.7 696 60.8 722 70.3 588 64.7 72Z 85.6 580 45.6 722 69.6 670 39.1 722 88.7 88S 34.2 722 68 2 584 •• •• q • r a • • 78 in 101.2 88S 105.8 800 84.4 685 89.6 688 72.3 865 78.5 577 83.3 885 70.8 568 86.2 685 84.5 560 50.6 885 60.1 553 42.2 885 64.3 643 36.2 885 61.4 637 31.6 886 60.7 636 •.•.• I-- N • ` • Q O • • 901n 6 615 88.0 457 64.9 516 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 38.6 515 40.8 428 33.0 515 37.4 422 27.5 Sts 33.1 413 23.5 516 30.5 407 20.6 516 29.1 404 • • ;� .. • 98 in 54.3 453 55.8 404 45.3 453 47.1 397 38.8 4S3 41.0 391 33.8 453 38.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.8 00 453 28.8 388 19.4 453 24.3 380 17.0 453 229 358 • • �••• N 00 • 108 in 38.1 358 39.0 323 31.8 358 32.8 318 27.2 358 20A 313 23.8 358 25.2 308 212 356 22.7 304 19.1 368 20.8 300 16.9 368 18.0 293 � trj • ill br 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 28.1 287 22.0 338 23.2 293 19.5 338 20.0 289 17.6 338 19.1 285 to 0) CO) 1201n 27.8 290 28.3 284 232 290 23.8 280 19.9 200 20.6 268 17.4 200 182 263 15.4 290 16.4 249 () N Q O O 144 In 16.1 201 18.3 188 g«�°�- Z m 0 N TABLE 86 ANCHOR CAPACITY ADJUSTMENT FORMULA: j AnchorCa acI Table iba ANCHOR CAP.,","T ANCHOR CAP. m Substrate 2.7k ODMI le ask Conc. Hddiav CMU Fiifed CMU P7 Wood Mehl (DPS,)X 5116"Elco N41 SS Eko 5/Ir Eke 114•SS EICO Iiia Steel 1112Steet #12 Steel MULLION CAP.,,,,,. AnchorCllp Petteme TYPe 3VI6"Elco Upratar 114"Ekoupracon UpraEl 3HG Elco Upr9con 114'EkoUpraconAggreGdor Up2ten pggn3Gator Screw(G6)screw(05) Suer(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge[I stance pnx I- 2-ur 1• 2-112' 3•Iff t" 2-1:r r 2-yr 2' 3-11 r 0.46" 0.54' 0.32 CAPACITY REQUIRED"CORRESPONDING TO AN Embeditnent n 1314• 1.314" talo' 1al4' r 1-U4' 1-114' 1-114' 141C 14141 1-114' r 1316 1318' vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchms @ 4.76"Min O.C.I Slandard or 011set COP 099 1)L 390 IDS 390 Its 450 IDs 800 pre 1644 0>s 270Ibs 280 to 364 ms 740 fes 374 IDS 664 les 946 pis 341 It1s 442 Oie 560 plB OPENING,WHEN IT 1S LOWER THAN THE MULLION 4 Arclurs®1.15 Min O.C. Slerldtald(or 011set)C�(Fig 2) 480 bs 700 is 80 i NIA WA NIA NIA 3s NIA WA NIA WA WA 662 be 865 M 112D to CAPACITY(FROM THE TABLE)OF THE SELECTED Min.O.C. (2)2K5 Angle 0"1(F1g.3x 7 4Amhors®3" 80 ms leo its GOD IDS 15M to 1695 ms $40Ibs SW fee NIA 7601es 748 les 8801bs 169¢IDs 68a is se5 is 112p to MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anttrors®0.45'Min.O.C./U�pp,irate.128"AWm (Fig 4X NIA WA NIA NIA NIA WA NIA WA WA WA WA NJA WA 1430 Bre CAPACITY WHICH MAYBE USED TOOQUALIFY NIA 1 Ancbrl Man.F-CIP(flu 5) 105 1115 196 pa 225 itis 446 Pos 822 pis t351bs 140 lOs 1771bs 3701bs 1sT®s 332 lbs 4731e6 170 prs 221 ma 280 t8 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchws®1.15"Min.O.CJF4:A (Fig.% 2401bs 350Ibs NIA Was A NtA N!A 190 prs N!A WA NIA WA N!A 311 FDe 4428!8 660 is ANCHOR CAPACITY TABLE. as complying REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. complying with the FIDi18a Acceing FIGURE 1: FIGURE 2: 11.250 Acceptance N TABLE NOTES: Ex iratidvr Date 0 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION rayCadrqr ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miami ds� � �Vlltlll/ wat 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�n��{ N FIGURE 3: 3.188" � . 'ytiC,FN54 ''•�;� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.,5,3705 CLIP MUST " BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" _ V IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND (� po C?= GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL C1 1 0 -1 •. ll FIGURE 4: FIGURE 5: FIGURE S. BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE !-.� � '• S Al L" . 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS 70 8E A MINIMUM GRADE 33 AND , 1.25"X 3.188"X.2$5"MULLION r, �� .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL (1-1/4"VF MULLION) , ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8,#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. A.LY�IV IM1111&t, P.E. FL P.E.#58705 TABLE 9A Mullion Ca sally Table(I9W) Opening Width(forverlIcaly-6paniting mullions)oropening Height(for hortzontatlyapaming md1ons) � a 60 N 60 In 70 In Win 80 in 1001n 120 In 140 In 180 in O Rectangufer Traprlrlang. Rectangular TrepfMang. Reclengutar TrapfTdsng. Rectangular 'rmpTtsng. Rectanpuler Traplydang. Rectangular Trap/rriang. Rectangular TrepfMang. Rectangular TraplTdang. Rectangular Th9fTdeng. W 1.25 x 3.25 LoadlIng Loafing Loading Loading Loading Loadng Loading LoodIng Loadng Loadng Lasam Loaafng Loadng Loadng Loading Loading Loadng Loadmg A X.500 el_ Alurn.Tube Mullion 041 rs Cal 4` Z �a co 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 SOB 170.0 992 170.0 619 170.0 1118 170.0 521 153.3 1118 170.0 621 127.7 1118 170.0 1)21 109.1) 1159 170.0 528 85.8 1118 110.0 621 W 4s in 170.0 708 170.0 524 170.0 850 170.0 584 167.8 878 170.0 830 148.7 978 170.0 681 130.4 078 170.0 677 117.3 918 170.0 880 97.8 978 170.0 680 93.8 978 170.0 860 73 3 978 170.0 880 j = 50.825 in 170.0 747 170.0 563 170.0 896 110.0 831 1150.7 927 170.0 684 131.9 927 586.6 709 117.2 027 159.1 899 105.5 927 158.3 698 87.8 927 156.3 6'95 75.4 927 156.3 896 65.0 927 168.3 695 fn 54 Irk 170.0 791 170.0 812 154.6 We 170.0 691 132.1) 689 153.9 693 115.9 889 141.8 869 103.0 889 134.0 660 92.7 869 529.8 854 77.3 969 128.6 652 68.2 868 128.8 852 57.8 889 128.8 852 LLI� • i •• 20 • � i BON 143.2 748 153.8 634 110.4 746 132.3 620 102.3 748 117.8 808 89.5 748 107.8 599 79.8 746 101.0 592 71.6 748 98.8 587 69.7 748 93 3 683 51.2 748 93.3 883 44.8 748 83.3 1)83 •• � (0 N • 63 ul 123.7 677 132.0 578 103.1 677 1132 588 88.4 677 100.4 555 71.3 677 91A 548 88.7 877 85.2 539 61.9 871 81.0 534 51.8 877 77.0 529 44.2 677 76.7 529 36.7 877 78.7 529 4104141411 1- W •• •�• •• 88 in 107.8 817 114.1 530 68.7 817 97.8 518 78.8 817 88.3 509 67.3 817 78.3 500 59.8 617 72.6 404 63.6 817 68.7 489 44.8 617 64.4 483 38.4 617 63.7 482 33.8 817 83.7 482 9 0 0•• _ 4 • • •• C5 � • 72 In 82.0 618 87.1 450 89.1 618 74.2 440 59.2 516 65.2 432 51.8 510 58.8 425 46.1 518 64.2 419 41A 618 50.7 414 34.5 ma 46.8 408 29.8 616 45.0 405 25.9 518 45.0 405 ••••• Z P � E J04,4166 =) _ • 78 In 70.6 465 73.7 408 58.7 485 82.8 396 60.3 485 64.9 3� 44.1 486 49.4 384 38.2 485 45.3 378 35.2 485 422 374 28.4 485 38.3 387 25.2 485 36.6 384 22.0 485 96.2 383 0000 � •Soo • 78 In 65.2 441 88.0 387 $4.3 441 57.7 379 48.6 441 60.8 372 40.6 441 45.4 368 36.2 441 41.6 380 32.8 441 38.7 358 21.2 441 34.9 340 23.3 441 33.1 348 20.4 441 32 7 346 •0 0•• Q • •• • 001n 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 28.5 332 28.8 26o 23.8 332 26.1 278 21.2 332 24.1 272 17.7 332 21.3 286 16.2 332 19.8 282 13.3 332 18.7 280 `r r • 96 hi 35.0 291 35.9 280 29.5 291 30.3 256 215.0 291 28.4 252 21.8 291 23.6 245 19.4 291 21.3 244 17.5 291 19.5 241 14.6 201 17.1 238 12.5 201 15.8 232 • • Z Q C) • s • ¢ • O • 109 m 24.0 230 26.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 18 2 108 • • � O • i • • 111 In 22.6 218 23.1 197 �14�.S 10.4 194 18.1 218 18.8 191 14.1 218 14.9 188 •• (n M • 120 4t 17.9 187 18.2 STO 16.3 187 Y Y U �`! Q 'S ¢ z 0 0 TABLE 96 ANCHOR CAPACITY ADJUSTMENT FORMULA: goo AnchorCapacltyTabl9(Ibs) g-7 Subalrate: 23k Concrete 3.6k Cane. Mo6ow cmu Frilled CMU PT wood Metal (DP.)X{ANCHOR CAP.,,,,,,�1 ANCHOR CAP., 511V Elco 114"Ss Etco mar Ecco 114'SS Elao #10 Steel #12 Steel 1112 Steel MULLION CAP.,,,,,.�J Anchor Type: 3116•Eloo Ukracon 114•Elco Ultracon Wrecon 3118'Eleo URracon 114•Elco Ultraeon AggreGator Ulbacon AggreGator Screw(G5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Ease oietance pn): 1• 2112• 1' 2-1/2' 3.1/6• 11 2-112• 1• 2.111 2^ 3.1►e° r 0.46' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(in): I.YC 1314• 144• 13141 2" 1-114' 1414• 1-1141 1 1-114' 1-114' 1410 21 13/8' I-W ACTUAL PRESSURE REQUIREMENT FOR 711E 2 Anehas 4.75"Min O.C./3tatxlard a Olraet alp(Fig.lk 390 RIs 390 We 460 lbs 890 lbs 18441)s 270 ft 280 lbsrNZA Its 740 lbs 374 lbs 66411)3 948 the 341 lbs 442 lbs 500 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchors®1.15 Min.O.C.I stendeud(orOfiaei)Clip(Fig.2k 490 Ibs Tao Us NIA WA NIA WA 380 lbsA WA MIA WA NIA 662 lbs 8651hs St201)s CAPACITY{FROM THE TABLE)OF THE SELECTED 4 Anchors 0 3•Min.0.0.1(2)2x5 Angle dips i(F1g.3): 780 be 780 lbs 8801)s 15W i n 1898 lbs 540 bs 580 lbsA 780 lbs 748 lbs 860 Ibs 16921)s 682 lbs 855Ibs 11201)s MULLION.IT WILL YIELD A MINIMUM AN 3 Anahm Q 0.54'Mtn.O.C.I U-alp,Into.100'Abrin.(Fig.41 NIA WA WA WA NIA WA WA NIA NIA WA WA WA NIA 950 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F CIS(Fig.5k 1961)9 195 lbs 225 lbs 445 lbs 822 lbs 135 lbs 140 bs 177 lbs 370 lbs 167[be 332 Rm 4731be 170 ft221 lbs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors f�1.16•Min.O.C./F:lCfp(Fig.8} 2401)s 350 tbs WA WA WA WA 100 OSs WA NIA WA WA WA 341 lbs 44216s 1)601)9 ANCHOR CAPACITY TABLE. pRoDucT REVISED as complying with Iho Fiorids Building Code 16-021P�.0� FIGURE 1: FIGURE 2: TABLE NOTES: 1'250' Exp Accemance 102 t Expiration Date Ziim • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �t Dede product 151! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � .( LYNN FIGURE 3: 3.250" : .'��' •' �GGNSF '•.��t' � ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ti •• . ' �_ SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS . . CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.587(15 'r. BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100" 7" , f 7' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL "v '• U./ FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE . • 6063-T5 AND BEA MINIMUM OFA 00"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND :�iC� •, p!ORipP,. .045°THICKGAUGE 18 .STRUCTURAL STEEL TO BE AT LEAST.125`THICK AND A36.ALL L��. ' •••• ° �'' { ) 1.25'X 3.25"X.100" �+ �;•'�' � ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION �I� `'/ON'A #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.Li,NN..4L e ;,P.E. FL P.E.#58705 TABLE 10A Ali Mullion Capacity Table pbsffe) li Opening Wdth(rorv9dicaly-sponft miAions)orOpsning Height(for horizoniav*spanrrtg mullions) leC 50 h 60 in 70 In 80 In 90 it 100 in 120 in 140 In 160 in o 128 x 328 Rectangular Trap rfiertg- Rectarnguler Traprtdartg. Rectangular Trep/rdang. Rectangular Treplrrieng. Regangndar Trsplydeng- ReNangular Trepirdatpl. Reetangiular TrepTriarq. Rectangular Trap+rdang. Reelengdar Trap?riang. 0 4 w Loading Loading loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading leading Loading Loading leading x.524 ~` LL �, r, s s, s. �, s, s, s, a s, a, .. '' Alum.Tube .. P ,. .. 1 .. n.. E ,. 8 �.. r z 8 �.. TS.. b �.. �.. .. N Mullion g G d d V 1�2 g a� S AGS s� g€ : � G16 ca v v� v � u v csi� �$ v� v 0= 0 crgi� u tie v tri v v� v v,e v v� v to v v v v v cr� c a� � •• "e u - '8 8- ' g a a f� a: s •�, r ` u u 'S is u fo $oc � da` � � ding � � drA dr a` I $02 € dry O H 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 868 170.0 508 170.0 992 170.0 619 170-0 1116 170.0 621 170.0 1240 170.0 621 170.0 1468 170.0 521 570.0 1736 170.0 521 170.0 1993 170.0 $21 J W J = 481n 110.0 708 170.0 624 170.0 850 170.0 584 570.0 082 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 00 170.0 1700 170.0 680 189.7 1979 170.0 680 148.6 1978 170.0 690 50.626 in 174.0 747 170.0 563 770.0 896 170.0 631 170.0 1046 170.0 694 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 570.0 1193 110.0 766 162-5 1877 170.0 766 133.5 1077 170.0 765 Stirs 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 570.0 764 170A 1276 170.0 803 170.0 1434 170.0 637 170.0 1594 570.0 856 156.4 1759 170.0 861 134.1 1759 170.0 861 117.3 1769 170.0 861 m M O 601n 170.0 885 170.0 701 170.0 5063 170.0 797 S70.d 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 996 146.0 1511 1 70.0 1033 120.8 1511 170.0 1063 103.6 1651 170.0 1063 90.6 1511 170.0 1063 F <n •40 J 63 in 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 166.6 1370 170.0 1016 139.2 1370 170.0 1076 126.3 1370 164.0 1082 504.4 1370 165.9 1072 89.5 1370 155.3 1070 78.3 1370 165.3 1070 •• W . Lp Win 170.0 971 170.0 789 170.0 1569 170.0 903 155.6 1248 170.0 1002 136.2 1246 168.6 1013 121.1 1248 147.1 1000 108.9 1246 139.0 989 90.8 1249 130A 978 77.8 1248 129.0 976 68.1 1246 129.0 975 •• = d • 0 ••••• • 72 in 167.8 1044 170.0 870 139.8 1049 160.2 692 119.9 1049 132.1 875 104.9 1049 119.1 860 93.2 1049 109.7 848 03.9 1049 102.7 938 69.9 1049 94.3 825 69.9 1049 91 2 820 52.4 1049 91.1 820 • � � • • 0 ••••• 76 in 142.7 941 149.1 822 118.9 941 126.8 005 101.9 941 111.2 791 69.2 941 100.0 777 78.3 941 41.7 766 71.4 945 85.5 757 69.6 941 77.6. 744 61.0 941 74.Q 737 44.6 941 73.3 736 Ble 0 •••• -� • • a 78 in 132.0 894 137.8 783 110.0 894 116.8 761 94.3 891 102.4 753 82.5 694 91.9 740 13.3 094 84.1 730 66.0 894 78.3 721 65.0 894 70.7 707 47.1 894 67.0 705 41.3 894 66.1 698 '�� •• r � 90 in 05.9 671 88.7 696 71.8 671 74.9 585 61.4 671 85.3 576 53.7 671 58.2 666 47.7 571 52.9 668 A3.0 671 48.8 551 36.0 671 43.1 639 30.7 671 39.7 631 26.9 671 37.9 626 •••••• • ••�••� Q • • `t • 86 in 70.8 590 72.8 527 68.0 590 61.4 510 100.6 590 63.4 $09 44.3 690 47.6 502 39.3 590 43.0 494 35.4 590 39.6 488 29.6 590 34.7 47T 25.3 590 37.6 469 721 590 29.8 464 00 1081n 49.7 466 60.8 421 41A 466 42.8 414 35.6 466 37.1 408 31.1 466 32.9 402 21.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 382 17.8 466 21.2 376 15.5 466 19.6 370 '' •• 55 N a o � • 111 in 45.8 441 46.7 4D0 382 441 39.3 393 32.7 441 34.1 387 2ILS 441 30.2 382 26A 441 272 376 22.9 441 24.9 372 19.1 441 21.5 363 16A 441 19.3 3511 14.3 441 VA 351 • ' W �M �� • •� • • Win 36.3 378 36.9 344 30.2 378 31.D 339 25.9 378 26.0 334 22.7 376 23.7 329 20.5 378 21.3 326 19.1 378 19.5 327 15.1 370 16.7 314 • ' ' �•X N •Y • •• • �. ,gp • • • 144 m 25.0 262 21.2 242 17.6 262 17.8 239 15.0 262 15.3 236 cNV • • r •z TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: - � AnchorCepacity Table fibs) acs Substrate: 2.7kConcrete &5R Calc. Hollow CMU FMedCMU PT Wood Metal (DPS"}X%ANCHORCAP.,,�„7�� ANCHOR CAP.,", V41SS Elco &lS-Elco v4•SS Elco sto Steel #12 Steel #12 Steel MULLION CAP.,•,,,T AnchorCllp Patterns Anchor� 3116"Elco 119racon v4•EkoUQracon u11 icon 3fir Elco Unracan v4•Elco U9raeon AggreGdor U�at Aggn3Galor Screw(G5)Screev(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Cfslance On) V 2-v2' 1- 2-11r 3.1/8' 1• 2-117 V 2-Ur 2' 3•v8' r 0.48• 0.54' 0.3124• CAPACITY REQUIRED"CORRESPONDING TO AN Embedne t n 1-14• 1.314• 1314• t3I4• 2• 1-v4• 1-v4• 1-v4• 1-v4• 1-114• 1-v4• r 1 i8• lace' wades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4-75 Min O.C.I Staroard or OW Cilp(Fig iy 39a lbs 300 Lbs 4501bs 890 ms 1644 WS 270 Ws 280 lbs 354 0!s 740Ibs 374 Lbs 664 ma g461bs 941 t 4421bs 560 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arierm M IAA Min.O.C.I Stetdaal(or OfBel)CAp(Flg.2y 4801109 7W Us NIA WA NIA NIA 390 ms NIA WA NIA WA WA 682 Ws 685 Cos 112A Ma CAPACITY(FROM THE TABLE}OF THE SELECTED 4Amhois®3•Mtn.O.C.I M 215 ArgleCilps I(Fig.9y 780 Ws 780 Be 680 Ws 1580 Cie 16066S 540 Ws 5801os NIA Iso Lbs 748 roe 8801bs 1e92 Lbs see Ws 6951bs 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AncMrs®0.54'MIrL O.C./U CHp,u►to.100'Alum.(Fig 4yj4D NIA WA NIA WA NJA NIA WA NIA WA NIA WA WA NIA WA 960Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Avchw l F4;Op(F1g_495 Cts 195 Cie 225 Ws 445 lbs 822 Its 135 Ws 140 Lbs 177 its 3701106 1871bs 332 los 473 les 170 Ws 221 Lbs 280 Ws ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors®1.15 IVA O.CJ F� (Rg-6yIDs 350 its WA WA NIA NJA 190 9ns NIA WA NIA WA WA 341 Ws 4421ts 560 Ws ANCHOR CAPACITY TABLE. vR19DUCT REVISED n complying with the Fkdb Building Code Acceptance 140 FIGURE 1: FIGURE 2: TABLE NOTES: 1.250' Ex imlion Dale t • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miami Dada Product ��illl111/!r. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN OPENING WIDTHS IS ALLOWABLE. �� 1YNN f'-1! FIGURE 3: on 40L-NS r ' ANGLE 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" r ; SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NO 5}il05 BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND r�, tY GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL 624• 'Y 1 t �� FIGURE 4: FIGURE 5: FIGURE 6: 8E PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .?`�^ ' . Pt omOd� -'�6 .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25"X 3.25"X.fi24' iii J�(.�(,�I� #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.L{'NNIMUI R,P.E. FL P.E.#58705 TABLE 11A ® i Mullion Capacity Table fibalft2) Opening Wdth(forverticaly-spanning mullions)orOpening Height(for horizonletfspanning million) �X 0 SO in 60 in 70 in 80 in 90 in 100 in 120 m 440 in f 60 in p O 126x384 Rectangular TfWTriang. Redengular Tnaplydang. ReetonaWar Treprrdeng. Rectangular Trop/rdang. Redangtdar Traplydang. Raofangular Traprrr;wg. Rectangular TteptTriang. Redengalar Trapfrriang_ Reetanguler Traprrderg. 4 rK Loading Loading Loading Loading Loading Loading Loading Loading LoadingLoading Loading Loading Loading Loading LoadingLoading Loading Loading SX U x.024 w Alum.Tuba 5 .. .. .. ., u g.. n 8 ., %'v 3.. o ,. u u.. .. B.. C-4 MUIIIOn '$ g Y m r s r a r e r r o c r :�. S �' : �•�. �• g� : s: �• �' �. €• € m 43= U � 0.0 0 3 0, 0, R� mob_ �j� p ��ggg� W _ y g F.g o g �C g C upv t; n F 1� C _ ri i�► @ '�-a nD �^ g S Q .fl t y E o •i O 3� _ U t= tt bar Yi f€ doga� Seems diol �€ lotoggy gay fir✓ dog �a € $ogr dog � $a� � �� arc € �� dogd sin � � O w�a 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 860 170.0 506 170.0 992 170.0 619 170.0 11% 170.0 621 170.0 424 170.0 621 170.0 1488 170.0 521 170.0 4735 170.0 521 110.0 1983 170.0 621 -.1D W 481n 170.0 708 170.0 524 170.0 050 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 4275 170.0 677 170.0 1417 170.0 6B0 170.0 d2126 170.0 660 170.0 1983 170.0 bN 170.0 2267 170.0 680 S0.626 in 170.0 747 170.0 So 170.0 e96 170.0 631 170.0 1046 170.0 604 470.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 g '� 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 BS6 170.0 170.0 661 170.0 2231 170.0 661 160.2 2403 170.0 861 W p 0 60 in 170.0 085 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 170.0 1063 148.3 2163 170.0 1063 129.8 2163 170.0 1063 �•63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 156 9 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 •• • • 661n 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1753 170.0 1155 170.0 1946 170.0 1210 143.0 1966 170.0 f276 122.6 1966 170.0 1266 107.2 1966 170.0 1286 •••• Z a z • 2 ••••• J 72in 170.0 1061 170.0 678 170.0 1275 170.0 1009 170.0 14M 170.0 1126 170.0 1700 170.0 1220 164.1 1734 170.0 1315 136.7 1734 169.8 1306 11&6 1734 155.9 1364 99.1 1734 150.4 1352 86.7 1734 150.2 1352 •••�• N2 ?�•� � • • $ 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 INA 1666 170.0 1209 1474 1566 1662 1286 131.1 1656 161.5 1266 117.9 4355 141.3 1261 96.3 1656 128.3 1229 842 1558 122.3 1219 73.7 1556 121.2 4216 le •••• J �o c`si � •••� 7B in 170.0 1161 170.0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1245 1364 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 4191 90.9 1477 116.9 1169 77.9 1477 110.8 1f58 682 1477 109.3 1154 ego* • • 90 in 142.0 1110 146.5 986 118.4 1110 123.9 968 101.6 1110 107.9 951 80.8 1110 96.3 936 76.9 1110 07.5 922 71.0 1110 Bo.? BID 59.2 1110 71.3 891 60.7 1110 65.6 878 444 1110 62.7 870 •• •• Z •g co �Q�'• 86 in 117.0 975, 120.3 072 97.6 975 161.5 856 83.6 975 80.3 642 73.2 975 78.5 029 65.0 976 71.2 817 68.5 975 65.4 807 48.8 976 57.4 709 41.8 975 623 776 36.6 976 49.3 767 •• •• Q )K • • 108 in 82 2 771 64.0 696 68.5 771 70.7 685 68.7 7I1 61.3 674 51.4 771 54.3 664 45.7 771 49.0 665 41.1 771 44.9 647 34.3 771 3ILS 632 29.4 771 35.0 621 26.1 771 32.4 612 • N •� G • 111 in 75.7 730 77.3 661 63.1 730 65.0 650 64.1L433 56.3 640 47.3 730 49.9 631 42.1 730 45.0 b22 37.9 730 41.1 614 31.6 730 35.6 600 27.0 730 31.9 509 23.7 730 29.6 681 • • W • 0;0 •• • • Y he 1201n 69.9 624 61.0 559 49.8 6Z4 61.2 560 42.0 44.3 652 37.6 624 39.2 644 33.3 624 35.3 637 30.0 624 322 531 26.0 624 27.7 619 21.4 624 24.6 509 18.7 624 22.6 541 •••• ; 1 •X • •so • 144 in 34.7 433 35.1 400 26.9 433 29 4 395 24.e 25.4 390 21.7 433 22.4 385 19.3 433 20.0 381 17.3 433 10.2 376 V N• O O Z o. m 4 O TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCapaclty Table fibs) ANCHOR CAP.,,,,,, �+ ��-' substrate 2.7uComnre 15k Cam. Hollow CMU FlueaCMU PTWOod Metal (DP,�,)X t )=ANCHOR CAP.�, 5+46'Elco v4•ss Elco 511G Eteo 114"ss Elco ato sisal 4112 steel #12 steel MULLION CAP. ,,,,,,," AncharCllp Patterns AnClIff TAM. 3711''Elco tmracon v4'Eko uerscon Unrac� arts•Elco UBracan v4•Elcoulbacon AggreGdor UOraton AggraGator screw(05) Screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR E 11S181%e On) 1• 2-vr V 2-If2" 311f' 1• 2-V 2" 1• 2-v2" r 3.116" 2' 0.46• 0.64' 0.324• CAPACITY REQUIRED°CORRESPONDING TO AN Emdeanent n 1314" 13x4• 1314" 144' 2" 1-v4• 1-v4• 1114• 1-v4• 14/4• 14hr 7 1316• 13r8• mortes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Andras®4.77 Min O.C.1 StOMad ar ONd Chp(fig 1Y 390 IDS 390100 450 bs 800 ma 1644 lbs 270 ars 280 bs 354 Ms 740 lbs 374 bs 6641bs 946 Its 341 Bin 442 Os 560 P38 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15•Min O.G.I StEMM(or Clf et)Cap(rig.2) 4W 1119 700 bs NIA WA NIA NIA 300 WS NIA WA MIA WA NIA 662Ibs so rs 1120 Be CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arrchas®3'Min.O.C. 2r6 Angle Clprs I(fig.3) 780 910 780 rag 8801bs 13s01bs i ew u s 5401s 660 b9 NIA 760 Its 748 bs 8801bs 1892 ba so MS MMS 112D U MULLION.IT WILL YIELD A MIN IMUM ANCHOR 4Anc11Drs®0.54•Min.O.C.f U C11p,MAW Alum (Fig 4Y N!A WA NIA WA NIA NIA WA NIA WA NIA NIA WA MIA WA 12671A CAPACITY WHICH MAY BE USED TO QUALIFY IAntrlorl F4;8p(fig 4 195 WS 195 ft bs 446Its e22lbs 135 bo 140 Its m bs 310lbs 187 bs 332 us 473 1118 170 ros 221 Its 28r16s ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors C 1.19'Mn.0-CJ FLltp g sY 240 bs 3WFAI NIAI WAI NIA MIA 190 Ita I NIA i WA N/A WA WA 34101s 442 be 6Bo Its ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the FIWf& 1.250' Building Code >tito�•021S*o FIGURE 1: FIGURE 2: TABLE NOTES: Acceptance Bxpion Date �+nb� 2i ' • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dade Product �11111iJ1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3.94. NS ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r P,o•5fl705 ` IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND43 �114GROUT-FILLED CONCRETE BLOCK UNIT CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ='1 TATE A 6063-T5 AND BE A MIN4MUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ^6 i �: ti' •• /'(01411}F'• C'j' • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 3#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94"X.624' A. LYNN MILL�R\�,P.E. . MULLION FL P.E.#58705 TABLE 12A ® �, Mullion Capacity Table Ibe/te Opening Width{for vertical millions)or Opening Height(for hoftorttany-spanning mil110ns) Q 140 M 180 in 501n 00 M 70 In 00 M 00I0 100 M 120 In O Regular TrapRrlarrg. ltectenguiar Troplirlang. Reotenguier TfWTdarrg. Rectangrdar Trap/Tilang. Rectangular TreplTdeng. Reclanguler TtapJTdang. Rectangular TrapW dingg. Rectangular TtaplTrlanp. Rectangular �di�0 4 2 X 4 X.28 uadng Loading Loodng Loading Loading Loadng Loadng Loa•ng Loadtng Loading Loading Loading Loading Loading Loafing Loafing I ae�n9 sem' x U Alum.Tube to Mullion N '� t:. 1 I CD IE 41 IE S g " R 11 1211 H a �I z N 42 M 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 618 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1883 170.0 621 W 48 k1 170.0 708 170.0 624 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 817 170.0 1417 170.0 880 170.0 170D 170.0 880 170.0 1983 170.0 880 170 0 2287 170.0 880 j = 6o.8261n 170.0 747 170.0 683 170.0 898 170.0 631 170.0 1046 170.0 084 170.0 105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1783 170.0 766 170.0 20!12 170.0 754 170.0 2381 170.0 738 COa' 64 h 170.0 787 170.0 812 170.0 958 170.0 891 170.0 1118 170.0 754 770.0 1275 170.0 803 170.0 1434 170.0 037 170.0 1594 170.0 058 170.0 1913 170.0 881 170.0 2231 170.0 861 170.0 2660 170.0 Ni LLI C M 80 M 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1504 170.0 888 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 160.8 2880 170.0 1003 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1486 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1722 170.0 2231 170.0 1169 168.7 2553 170.0 1171 '146.9 2553 170.0 1171 ~ • •� • _I 63M • • •g •• 3 • • 66 In 170.0 974 170.0 789 170.0 1189 170.0 803 170.0 1384 170.0 1002 170.0 1568 170.0 1088 170.0 1763 170.0 1165 170.0 1948 170.0 1210 170.0 2338 170.0 1275 561.8 2437 170.0 12M 132.9 2437 170.0 1286 •• •3 • •••�• Z fnHi • 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700170.0 1228 170.0 1913 170.0 1315 170.0 2123 170.0 5387 146.8 2184 170.0 1488 124.8 2164 170.01628 109.2 2184 170.0 1630W78 M 170.0 1122 170.0937 170.0 1348 170.0 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1522 166.1 1960 170.0 1421 148.8 1960 170.0 1505 123.6 1980 181.8 1618 108.E 1880 154.0 1636 92 9 1980 162.7 1631 78 In 170.0 1151 170.0 987 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 '1842 '170.0 1369 182.7 1881 170.0 11474 137.4 1881 163.1 1500 114.5 1061 147.3 1473 98.2 5881 139.6 1469 86 9 1881 137.0 1464 �••• Q V_ �90tH 170.0 1328 170.0 1144 148.1 1398 158.0 5219 127.8 1398 130.0 1198 111.8 13M 121.3 1178 88.4 1398 110.2 1102 89.5 1398 101.8 1147 74.6 5380 89.8 1722 83.9 1398 82 7 1105 56.8 1398 78 9 5098Z � p• •••• •• Q Go .O • 98 M 147.4 1229 151.6 1088 122.9 5220 127.8 1078 105.3 1229 111.2 1061 92. 1229 80.8 1044 81.9 1228 69.6 1028 73.7 5229 82.4 1018 81.4 1228 72.2 983 52.7 1229 85.9 977 48.1 7228 82.1 887 • • N $ • 108tH 103.8 971 103.8 877 88 3 871 89.0 882 74.0 871 77 2 849 64.7 971 88 4 837 67.5 871 81.8 826 61.8 971 56.b 816 43.1 971 49.0 798 37.0 875 44.0 782 32.4 871 40.8 77'1 •:• • - r • •• 111 M 95.4 919 97.3 832 70.6 919 81.0 818 68.1 919 70.8 806 fig. 919 62.9 794 53.0 918 56.7 784 47.7 919 51.8 774 $8.7 918 44.8 768 34.1 918 40.2 742 29.8 859 37.1 732 : .•• (j( [11Z 120 In 75.6 788 78.8 718 82.!1 788 04.6 705 53.9 786 66.8 696 47.2 788 48.4 886 41.9 788 44.4 877 37.7 788 40.6 888 31.6 788 34 9 853 27.0 768 31.0 841 23.6 780 28.4 611 •• • d •6. 144 M 43.7 048 44.2 504 38.4 548 37.0 498 31.2 648 31.0 491 27.3 618 28.2 485 24.3 848 263479 21.8 646 22.9 474 182 548 18.5 484 15.8 648 17.2 455 13.7 548 t6.fi 448Q N O O ANCHOR CAPACITY ADJUSTMENT FORMULA: �p ,-00 TABLE 126 �0D� AnchorCepacl Table be) (ANCHOR CAP.,„,,,,,,,," ANCHOR CAP.. -�w t Substrate: 2.7kCowrate 15k Cone. Hc00wChiu Ned CMU PT wood Metal (DPS)X{MULLION CAP.,,m,,,./ H161 Elco 114•SS Elco654bso 1W4'SS Elco #10 Steel #12 Steel #12 Sleet Ancfiar Type 31tG Elco uBracOn tr4•EkoUltracan usrecon 9I7G Elco u8racm Ira•Ekou6racon AggreGatorAggreGaitor screw(G5)Screw(G15) Screw(G6) USE THIS FORMULA TO OBTAIN THE ANCHOR Anchor Clip Pattalna _ CAPACITY REQUIRED"CORRESPONDING TO AN Edge Olstaree Qn) 1• 2-Ur 1• 2 u2" 3Iff S• 2-112' 1• 2-1►2• 2• 2" 0'1• 0'54' 0 32'� ACTUAL PRESSURE REQUIREMENT FOR THE Embednerd Qn, 1.314" 144• 1314• 1314• r 1-714' 1414• 1414• 141d' t-514' r t�+6• 1;3+8 t•Aes OPENING,WHEN IT IS LOWER THAN THE MULLION 2 ArKhOrS 4.76'Mint O.C.f Standard or09set Cid Q=1g itG2X 300 bs 3WIts 450 Ws 890 lbs 1644 WS 270 bs 280 lbs 364 bs T401bs 374 bs �1 442 CAPACITY FROM THE TABLE OF THE SELECTED 4 Anehm®2.60'Min O.C.I Standard(of OIBet)C9p(Flg.3) 740 Ws 740 to 690 lbs 1485 ras 1424 lbs NIA 560 els NIA 6951bs NIA WA 682M Gasps 1120 Ws MULLION.Y WILL YIELD A MINIMUM ANCHOR 6Ancttors 01.7t'MIR.O.0/Siartdard(or Onset)Up(H9.4) W5 bs 050 758 bs I"Ibs NIA NIA 705 Ws NIA 7991bs NIA NIA 1022tbs 1321 trs 16M ft CAPACITY WHICH MAY BE USED TO QUALIFY 4 Anchors®3'Mot.O.C.1 R)2c6 AMS Caps 1 Fig.5) 7691bs 7 689 bs 1560 tbs 7696 bs OWs 560 Its NIA 760 Its 746 tbs 1892 01s 61121ts Bab Its 1120� ADDITIONAL ANCHOR OPTIONS FROM THE 6Anchols®r Min.O.C./R)216 Angie Clips I Q9g a 7170 Ws '1170 WB 10200a 2340lbs 28441bs 8 840 Ibs NIA 1140 Ws 7722 Ws 1920Ibs 2898 Ws t0e21bs 13W Ws ANCHOR CAPACITY TABLE 3AMhors®7.34•Mrt.O.C./U-Cop.Mto.125'Alum.T 4 NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 073 PRODUCT REVISED 6Aahors 0 0.84'Min.O.C.I UZAA Into.123'Altar.(Fla 8X NIA WA NIA WA NIA NIA WA N/A WA NIA WA WA NIA WA 211 � as complying with dhe Fltrri& 2 ArKIpB®269'Min O.C1 FLS(Fig 9k 370 bs 370 bs 315 lbs 743 bs 712 bs WA 280•s NIA 3481bs NIA 440 Vas WA 941 bs 442 0>s 860 Ibs Building lode 3Anchors01.71'Min.O.CdF-01p(Mg.IR 443 W9 525 ox 3791bs 073 Ws NIA NIA 353 Its WA 3D9 Its NWA WA WA 511 Ms 664 b6 840Ib8 expirai Eh ��?"1$•� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Exptrau Date �1D41 By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" Miarn pada Product Coo • • • • • • • TABLE NOTES: 1 I I I I • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHE 2-4 FOR .Yl GENERAL INSTALLATION METHODS. FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.030" ` +` t Id��. •1:5705 • • • • .250" _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN /� -'- • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE J O til• g L':-- i( • • LOCATIONS. � � y'r . E CI FIGURE 7: FIGURE& FIGURE 9: FIGURE 10: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �� . '•.•P/0Rio�;• (j` • e • • • ANGLE CLIP CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TR YELLOW SOUTHERN PINE WITH AN SG OF 0.55. %`MS`S+ • (FIGURES 5&6) (CMU) "X 4"X.25"MULLION MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MI(41MUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 2 i I t UlV,�1`t e e • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYf UIVItL.ER,P.E. • • • THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLE13A � ~ - mullion Capacity Table Ibellit Opening Width(forverticagy-spamirg mullions)or Opening Height(forhorizordsoy-spaMrig mullions) "� a 50 In so In 70 In 60 in 00 in 100 in 120 In 140 In 180 in 0 Rectangular TraplTilar+g Rectangular Tmptidang. Reclengrder Trapfrdnrrtg. Rectangular TraplTilang. Rectangular Ve"ang. Rectangular MapITdang. Rectangular TraptTdeng. Rectangular Trapfrdeng. Rectangular Traplydang. 0.0• Z X 6 X.28 � leading Loading Loading Loading Loading Loading Loading Lowing Loading Loading Loading Loading LoadingLoadiLoafing Loadnp Loafing Loading U Alum.Tube _ _ �^, .. .. .. .. �.. s .. o.. �.. s,. .. LL Mullion a a c� me at o y 421n 170.0 820 170.0 435 570.0 744 170.0 478 170.0 808 170.0 508 170.0 902 170,0 510 170.0 1118 170.0 521 170.0 1240 170.0 525 1710 1488 170.0 521 170.0 1735 170,0 Sgt 170.0 1983 170.0 521 �j 481n 170.0 708 170.0 $24 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1883 170.0 880 170.0 2287 170.0 880 ? _ 50.8251n 170.0 747 170.0 683 170.0 808 170.0 831 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 756 D= N 54 In 170.0 797 170.0 812 170.0 958 170.0 891 170.0 Me 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 170.0 1504 170.0 858 170.0 1913 170.0 861 170.0 2231 170.0 681 170.0 2550 170.0 961 1L p 801n 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 944 170.0 1594 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1083 170.0 2833 170.0 1083 H R • J • 63 In 170 0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 10151170-0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 770.0 1169 170.0 2603 t70.0 t171 170.0 2075 170.0 1171 �� •• M 6 4 6 0 88 in 170.0 974 170.0 789 178.0 1189 170.0 903 170.0 1384 170.0 t002 170.0 t558 170.0 1088 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1288 : *Z- - Z (� c� • e 72 in 170.0 1083 170,0 We 170.0 1275 170.0 1009 170.0 1408 170.0 1126 170.0 1700 170.0 1228 1170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170,0 20713 570.0 1528 170.0 3100 170.0 1530 g (3 J 0 1348 170.0 1060 170.0 1570 170.0 1209 170.0 1704 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 tW5 170.0 2692 170.0 1829 170.0 3140 170.0 1894 170.0 3589 170.0 1705 •••• } t) • c 78 in 170.0 1122 170.0 937 170. YJ 781n 170.0 1551 170.0 087 170.0 5381 170.0 1118 170.0 1811 ST0.0 1250 170.0 1842 170 0 1388 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1788 r! • KInI7 1328 170.0 1541 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 lem 170.0 2391 170.0 1703 170.0 2856 170.0 1918 170.0 3168 170,0 2125 158.0 3413 170.0 2273 138.5 3413 170.0 2381 i Q J • C, 1 • • 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1822 170.0 287 170.0 1704 170.0 2550 170.0 1952 170.0 2633 170.0 2095 180 0 3199 170.0 2338 f37.1 9109 188.8 2470 120.0 3189 156.1 2428 : �: p 1594 170.0 1409 170.0 1913 570.0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 2078 181.8 2781 170.0 2271 148.3 2785 181.9 2333 123.8 2781 140.4 228t 105.9 2781 125.9 2234 92.7 2781 118.0 2190 • N . .1838170.0 1154 170.0 1988 170.0 1700 170.0 2293 170.0 1932 170.0 2821 170.0 2149 151.8 2832 182.3 2245 136.8 2832 148.4 2210 113.8 2832 128.4 2188 97 82832 115.1LLI 2128 85.4 2632 108.3 2096 •1771 170.0 1588 170.0 2125 170.0 1859 154.4 2252 159.9 1981 135.1 2252 141.4 1984 120.1 2252 127.2 1938 108.1 2252 118.1 1915 90.1 2252 99.8 1872 77.2 2252 88.9 1838 81.8 2252 81.4 1608 • • ?�1581 128.8 1445 104.3 1584 108.1 1425 88.4 1581 91.6 1407 78.2 1584 80.7 1390 69.5 1584 72.3 1373 82.6 1584 85.7 1358 52.1 1584 58.0 1330 44.7 1584 492 1305 39.1 1564 44.4 1283 +Q „N Z kU) N LL TABLE 136 ANCHOR CAPACITY ADJUSTMENT FORMULA: g w Anchor Ca act Table bs ANCHOR CAP.,",,,r,,,Q ANCHOR CAP. Substrata: 2.7k Concrete 3.5k Cone. tiolioxr CMU -Bled CMU PT Wood Metal (DPS)X( = as 114•SS Elco Slt6"Ecco 1!4'SS Ecco 1X10 steel #S2 steel #12 Steal MULLION CAP.,,m,,,,,� Anchor type; 3116'Elco Ulbecon 14•Elco Ultreeon UUacp° 31111"Eloo tAtmran 1!4•Elco uitracon AggreGst« UKraem AgweGat« Screw(05) screw(05) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip PaReme Edea Distance(In?� 1• 2.112' 1• a-111• 3-118` t• 2•tk• 1• 2.1f2- r 3-1x8' 2` 0.48' ase• 0.324• CAPACITY REQUIRED"CORRESPONDING Embedment(In}: 13/4• 1.314" 1-314" 1-314• r 1.10 1.114• 1414° 5-114• 1414• 1.14• 2` t•318• 1-318• redea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anthea®4.76•Min.O.C.!standard«Offset CBp(Fig.td2� 3901136 390 lbs 450 lbs 890 bs 1644 ba 210 Un 2801bs 354 Poe 740 be 374 lbs 884 lbs 946 bs 341 lbs 442 The 580 fbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arho Anchors 4 4.68'Min.O.C.!standard(«onset)CUP(Fig.3): 790 Bos 760lbs goo be 1780 Ibe 3232 iba 540 Bos 560lbs 706 Ws 1480 Iba 748166 1272 lbs 1892 lbs 662 Ms 8851bs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchom 01.71"Mtn.O.C.1 Standard(«O�el)Cup(Fig.4): 1180 lbs 1460Ibs 1010Ibs 2595[be WA WA 040 lbs WA 11065 lbs WA WA WA 1363 ma 177o 136 2240 Bas MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors g 3 Min.O.C.1(2)2x5 Angio Gips!".5): 7801136 780 be 660 Ica 1580 lbs 1890� 5401136 51101136 WA 760 lbs 748 lbs 080 ibs 1802 lbs 602 9* 885[be 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anchors Q 3'Mia O.0 !(2)2x5 Angle CMpe/(Fb•er 1560[be 1580 lbs 1380 lbs 3120 lbs 37021ba 1080 lbs 1120 Ice WA 1520 Ib6 1498 tbs 1760 Bis 3784 lbs 13631bs 1770 Ibs 22401136 ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchone s 1.5•Mia O.C.1(2)2x5 Angle Cape!(Fig.7): 1660 lbs 2100 lbs 1440 les 37801136 WA WA 1320 On WA 1500 lbs WA WA WA 2045les 2854 Iles 3360 be ANCHOR CAPACITY TABLE. PR�UC•r REVISED 4 Anctare 01.34"Mh O.C.!U-GlP.into-125•Alrun.(Fig.I WA WA WA WA WA WA WA WA WA WA WA WA WA N!A 1430 be as Buildicomping lab with the I�liRfdlr 8 Anchone®0.84°Mia O.C.J U Gip,Into.1251 Akim.09.91 N!A WA WA WA WA WA WA WA WA WA WA WA WA wA 2881 Bus h°--2.000"---I Building Code 16M18�� 2 Anohora Q 4.66"W.O.C/F•CBp(-19.10): mums 390 Iles 450 lbs 8901bs 1818 Iles 270 lbs 2801136 354 Bb 740 Bis 374 Ilea 1138 Iles 948 Iles 3410x3 442 Ilea 560 Ilea AC�� 4 Anchors 1.71•W.O.CJ F-CBp(Fig.tt1: 590 be 700 lbs 505 lbs 1298 lbs WA WA 4701136 wA 533les WA wA WA 662 Iles 885 Iles 1120 les .250' NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: B Y Mian' hvduct' FIGURE 1: FIGURE 2: FIGURE 3: FiGURE 4. FIGURE 8: FIGURE 9: FIGURE10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON ;l f I i 1111 • • • • • • • • •• • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • •e • ` F�a()eY •,.:.....,<<Fq/moi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �. 6.000' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS f�1o,rtfi"1C1- • • • • • •' • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ E 5: FIGURE 8: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ; a. b If CY FIGURE ANGLE O tt,,tff � 11 J� • • • • • • Ed CLIA 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED f5 ;;'1nTe 0'- (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ;©,(.' , r-1 OF'�OA.•' �� • • 5-7) 6063-TS • • • • MUST BE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE AND BE A MINIMUM OF.125" c, USED IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO • • • • • • USED I BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2`X 8'X.25" A.LYW MILL�R,P.E. PAIRTHREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A ® ��R 4k Mullion Ca ac Table IbsW Aj�m Opening Width(for verticall -sparvtllig mtAlons)or Opening Height(for h0t1zonitally-spanring mdlions) 6010 8o In 70 In 801n 90 M 100 in 1201n 14010 160 in O Rectangular Treprrrlarg. Rectangular TraptTdang. Rectangular TraprTriang. Ractangidar TraprTdang. Rectangular Treptrdang. ReotengWar TraplTAarg. Reotanguiar TraQlTdang. Rectangtrar Traprriiang. Rectangular Traprrdang. a a 1.28"x 2.11" Loading Lo0ng Loading Loading Loading Loading Loading Loading Loadkv Loading Loading Loading Loading Loading Loading Loading LoadMg Loading u a; J x.12W'AIUM LO Tube Mull 11 z a� �� p 42 in 144.2 528 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 628 134.8 411 80.1 528 134.1 411 721 528 134.1 411 60.1 528 134.1 411 51.6 626 134.1 411 45.1 526 134.1 411 � W 48 in 98.6 403 10&0 333 80,6 403 94,7 325 690 403 4 320 604 403 81.4 317 63,7 403 78.1 316 48.3 403 788 314 40.3 403 78.8 314 34.6 403 78.8 314 30.2 400 78.8 314 J = b0.825 in 82.3 382 91.0 301 68.6 382 79.3 294 58.8 362 71.9 289 51.5 352 67.2 286 45.7 382 64.6 264 41.2 362 63.6 283 34.3 362 63 5 283 29.4 362 83.5 283 25.7 382 83.6 283 "L•'--- � N 54 in 87.8 318 74.1 267 56.8 318 84.2 281 4&5 318 57.7 268 424 318 63.5 253 37.7 318 50.8 250 33.9 316 49.5 249 28.3 318 49.1 248 24.2 318 49.1 24B 21.2 318 49.1 248 LU O O So in 49.b 258 53.1 219 41.2 268 45.7 214 353 2b8 40.7 210 30.9 25$ 37.2 207 27.b 268 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 258 322 201 ib.5 2b8 32.2 201 H •jt� � • J � 83 ki 42.7 234 45.8 200 358 234 39.1 195 30.6 234 $4.T 192 26.7 234 31.8 188 23.7 234 28.4 188 21.4 234 2&0 184 17.8 234 28.8 183 15.3 734 28.5 183 13.4 234 28.5 183 i • •g a••• • • • •• •� 2 68 ki 3T.2 213 39.4 183 31.0 213 33 7 179 2r.5 213 20.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.8 213 22.2 187 13.3 213 220 168 11.8 213 22.0 188 0000, 0 Z • c • 72 in 28.6 179 30.1 155 23.9 179 25.6 152 20.4 179 22.6 149 17.9 179 20.3 147 15.9 179 18.7 146 • J . • • •••• •� - @@ 78 in 24.3 161 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 16.2 181 17.0 133 • ••• 6• U K • 78tH 226 162 23.6 133 18.8 152 19.9 131 1&1 152 17.5 128 �� • ••�•• Z (V •� 52, • • ANCHOR CAPACITY ADJUSTMENT FORMULA: •• •, Q •'•2 N TABLE 146 Anchor Cepac Table Obs) ANCHOR CAP. .••.• I--' d r "•' SWslrate: 2.7kConcrete 3.58 Con. HdbwCMU FdIedCmu PTWood Metal (DP," )X( • ,,,.}=ANCHORCAP.,� • • 114•SS Eko 6116"Elco 1f4'SS Eko U4W w12 Steel 812 Steel MULLION CAP.,�,,,, (n 5116'Eko 0- ( • ' • Anchor Type 3t16•Eko Minim 114'Elco Ullman Ugraton 3116'EkoUpracon Ira•Eko UlUaean AggteMtOr Uiirman AggreGator screw(G5) Sctew(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR ; •• � •� SL iL AnchorC{ip PattemaCAPACITY REQUIRED"CORRESPONDING TO AN •• f4 �+1 • Edge aistarce(tnx +• 2112 1• 2+IT 3 UB• +• 2-UY 1• 2-1r1• r 3 u8' r 0.54• 0.324• Embednent(kI} Iain• 13x4' Lara" 1x14• r 1-va• 1-va• 1-irq• t-v4• +-v4• +-va• r 1318" vanes ACTUAL PRESSURE REQUIREMENT FOR THEOO 4Anchors®3•MinO.C.t(�2[SAngleCtrs/(F +) 780Ib9 7801bs SN Ibs 15W bS IBM Rig 5a0 tto 560Ibs INA 760bs 748Ms 880 Bxs +892 Ibs 885 Its 1430Its OPENING,WHEN IT 1S LOWER THAN THE MULLION a `� Z N N CAPACITY(FROM THE TABLE)OF THE SELECTEDQ MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.266• as complying tvi+h the Tlurld+I Build2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Acceptance ce NCod FIGURE 1: AcceplanceNo Expiattiop Dat ab 23)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • i♦ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dade 125" `il 11111 ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `�� ( l tN 441Z� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 608345 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11"X.125'MULLION LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) `}"•c : yy�,58705 M THE MATERIAL.#10 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. t) At- g�(� fir+ /Q/' 1 UI -'�• �IHTL ' A.LYi 1`41( )LLt'li,P.E. FL P.E.#58705 ® ^ X - TABLE 15A R J R Mullion Capacity Table Qbafie Opening Width(for verticalfspalxling ttaions)or Opening Height(for horizontatill!-Spaming lntilions) 70 In 80 N 90 In 100 In 120 In 140 in 1601n 6 G 50 In 60 In 4 w ria . Rectan er TrWINIOng. Rectanguar TrepMeng. Rectangular TreprMeng. Rectangular TreoadIn�. Rectangular Ttaptldang. Rectangular TreprtHeng. Loadrhgre TLoadNtg faVNNV- RLoadngMFA� hloadng Recta T � Loaft Loafing Loafing Loafing Loadrgt Loafing Loafing LoadnB Loafing Loafing o LO LL 3.26"30 Loaft Lmdng DEQ.AL 2 3: _ _ .. 3 `,. a -� /3 ^ N ca BAYMULL s. 15s a p (n � � � 42 h 170.0 820 170.0 438 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1480 170.0 821 170.0 1735 f70.0 621 149.1 1710 170.0 521 j = 48 170.0 708 170.0 624 170.0 850 170.0 $64 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 860 162.2 1622 170.0 880 130.6 1522 170.0 880 114.2 1522 170.0 800 O CO '-) O LLJ C> 50.8281n 170.0 747 170.0 583 170.0 896 170.0 831 170.0 1046 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 184.2 1443 170.0 758 136.9 1443 170.0 768 117.3 1443 170.0 758 1028 1443 170.0 756 64 in 170.0 797 170.0 812 170.0 958 17Q.0 881 170.0 1118 170.0 754 170.0 127& 170.0 803 180.4 1353 170.0 837 144.3 1353 170.0 868 120.3 1353 170.0 861 103.1 1353 170.0 061 90.2 1353 170.0 881 Cl) to 60 lc 170.0 085 170.0 70t 170.0 1083 170.0 797 187.0 1218 1710 876 146.1 1218 170.0 944 129.9 1218 159.6 936 118.8 1218 152.1 924 97.4 1216 148.1 913 83.5 1218 148.1 813 73 1 1216 146.1 013 LU ..� 83 M 170.0 930 170.0 746 170.0 1118 170.0 650 150.2 1160 188.8 933 131A 1160 153.0 914 116.8 1150 {41.9 898 105.1 1160 134.2 886 87.6 1150 126.7 871 75.1 1160 128.2 870 653 1i60 126.2 870 m g W � 0.0 789 152.4 1046 1�.8 881 130.8 1048 148.8 864 114 3 1048 133.1 1150 101.8 1048 123.4 839 91.4 1046 116.6 830 78.2 1046 i09A 821 85.3 1048 108.2 618 57.1 1048 108.2 818 J$ cW 68 h 170.0 974 17 C 72 In 140.8 880 147.8 764 117.4 880 120.0 746 100.6 860 110.8 734 68.0 880 100.0 722 78.2 860 92.0 712 70.4 860 88.2 703 58.7 680 79.2 693 60.3 880 76.8 888 44.0 8110 76.4 688 � •� ••v • • • �t • "r 78 M 119.7 790 125.1 690 99.8 790 105.4 878 65.5 700 93.3 66.3 74.6 700 83.9 652 66.5 790 76A 043 58.9 700 71.7 635 49.8 780 85.1 824 42.8 790 821 810 37.4 790 61.5 617 •••• i Q • • � � • 78 M 110.8 750 115.5 857 92 3 760 98.1 844 79.1 750 85.9 832 08.2 750 77.1 621 81.6 760 70.8 612 65.4 750 85.7 605 40.2 750 69A 594 39.6 750 66.2 586 34.6 750 55.5 588 00.000 ~ i •� m 1 i go M 72.1 563 74A 500 GDA 583 62.9 491 61.6 563 64.8 483 46.1 563 48.9 475 40.1 583 "A 466 38.1 683 40.9 482 30.0 683 38.2 452 26.8 683 33.3 445 22.5 583 3i.8 442 000000 � W �Z � •� • 88 In 69.4 495 81.1 443 49.5 485 81.6 435 42A 486 44.8 427 31.1 495 39.0 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 498 29.1 400 211 498 28.8 384 18.8 496 26.0 390 • • • •• •••• W • • 108 in 41.7 391 42.6 353 34.8 391 35.9 318 20.6 391 31.1 342 26.1 391 27.6 337 23.2 391 24.8 333 20.9 391 226 328 17.4 381 19.7 321 14.9 381 17.8 315 000000 W •• Y - • 111 in 36.4 370 392 335 32.0 370 33.0 330 27.5 370 28.6 326 24.0 370 25.3 320 21A 370 22.8 316 19.2 370 20.8 312 18.0 370 18.1 305 Goes** )_ • � • • ...... U V) 'S � .• f201n 30.4 317 30.0 288 25.3 317 26.0 284 21.7 317 22.5 280 {8.0 317 19.9 270 160 317 17.9 273 • Q M Z • • 144 In 17.6 220 17.8 203 • • $• ••• O TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: •••• � •• � ' • Anchor Ca cl Table ba ANCHOR"-) Bonar CMU Filled CMU PT wood Mehl (DP-)X{ 1A°4"'E}=ANCHOR CAP,. 4.01 Substrate: 2.7k Concrete 3.5k Cone. MULLION CAP.,",,,,,, 5116'Elco 1!4 SS Eko 5110'Elco 114"$S Eke 910 Steel 912 Steel 912 Steel Anchor Type 3118'Elco Unrecon 1!4"Elco Unrecan Ultrecon 3116"Ekc Ullram 114"Eleo Ultraom AggraOet« URracon AggreGstor Screw(G5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Paltems CAPACITY REQUIRED"CORRESPONDING TO AN Edge gstance tbk 1" z 1n" 1• 2.112' 3.116" 1" 2.1rr r 2-1rr r 3.118" 2" 0.48" 0.54" o.324• ACTUAL PRESSURE REQUIREMENT FOR THE Embedment(inX 1314" 1-314' 13/4' 1.314" 2" 1.114 1-1l4" 1-114" 1-114" 1-114" 144 2' 1.318" 1-318" WIN 2 Anr bora 5"Min.O.C.!R)2x5 Anglo Cepa 1(Fig.1): 390 ft 390 ibs -T55Ins 89011hs 1700 Bra 270 lbs 280 The 354 lbs 740� 374 lbs 7W lba 948 lbs 341 lbs 442 lbs 589 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awh= 3.5 Min.O.C.1(2)2x5 Angle Caps 1(Fig.2): 780 We 780 ins 790lbs 1670 The 2525 Obs 540 Ins NO lbs MIA 1120 lbs 746 lbs Seo lbs 18921bs On lbs 665 lbs 1120 be CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Arbors®2.71'Min.O.C.1(2)215 Angle CIM 1(Fi9 3t 112o lbs lino lbs ass[be 7146 lbs 2254 lcs WA 640 lire WA 1os9 ins WA 1320 lbs WA 1022 as 1327 ma 16110 CAPACITY WHICH MMULLION.IT WILL IAY E USED O QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Fie" FIGURE 1: Building Code TABLE NOTES: Acceptance No ib-0218.03r [: • MMi 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. p1mlion DateSEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY Dade Pmduo 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t►i►l l!1! FIGURE 2: .125" �� 1( UY I 4114/ // 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 80° • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ` 3.250" _ Iso.56/05 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - - FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" • • • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30°BAY )� '. CAYF or- 0 LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION `.. Ft.ot�to �NC>` • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. •.. • ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYNN MIL`MR,P.E. FL P.E.#68705 TABLE 16A Mullion Capacity Table bsM? Opening Width(for varlicafly-spervi motions)or Opening Height(for hodwrlta*sparring mdriorts) ori a 50 In 801n 701n 80 In 90 In 100 in 120 In 140 In Isom p RecteaWar TtW Mallg. Redangrder Trap/Tdeng. RectanwIer TrO!Meng. Rectangular TrWTdsng. Rectangular TWTdong. Rectanpllar TmwTdang. RnctmWer Trap/Tdang. Rectmn9der Trap/Tileng. Rectangular Traoadingg. q 3.2V'45 Long Loadrd Lowing Loadng Lowing Leming Loading Loading Loaft Loadng Loading Loading Loaning Loafing Loafing Loafing Loaf Leafing c V DEQ.AL _ _ _ to SAY MULL � � � � � � � � � � � � c3� � � � �' �� 1; m � $ g Z N� W o �a �K gc a �c a c �a �a O F- 42-- 170.0 en 170.0 1 435 170.0 744 170.0 478 170.0 888 170.0 500 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 621 -j W 481n 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 860 163.7 1837 170.0 060 140.3 1637 170.0 680 122,8 1837 170.0 880 2 50.025 in 170.0 747 170.0 583 170.0 898 170.0 831 170,0 1046 170.0 864 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 758 128.1 1552 170.0 758 110.4 1552 170.0 758 W C o 0 64 In 170.0 797 170.0 812 170.0 958 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 037 155.2 1455 170.0 868 129.3 1455 170.0 881 110.6 1455 170.0 881 97.0 1455 170.0 881 m 801n 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 157.1 Iwo 170.0 944 139.7 1308 170.0 898 125.7 1308 183.5 984 104.8 1308 157.1 @82 89.8 1309 157.1 882 78.6 1308 167.1 982 I- -j 03 in 170.0 930 170.0 745 170.0 1118 170.0 850 162.9 1247 170.0 940 142.5 1247 184.6 983 128.7 1247 1618 985 114.0 1247 144.3 95Z 95.0 1247 138.2 838 81.4 1247 135.7 935 713 1247 135.7 935 W 00 In 170.0 974 170.0 709 170.0 1189 170.0 803 148.4 1190 103.7 985 129.9 1190 147.9 945 116.4 1190 138.5 928 103.0 1100 128.4 914 88.6 1190 119.5 088 74.2 1190 118.1 893 64.0 1190 118.1 893 Z 1n� � �� C 721n 181.8 1010 169.8 877 134.7 1010 144.6 859 115.4 1010 127.2 842 101.0 1010 114.7 828 fall 1010 105.6 817 80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 1010 87.0 790 50.5 1010 87.7 789 • S To In 137.4 900 143.8 792 114.5 908 122.0 775 96.1 906 107.1 781 85.9 908 98.2 749 78.3 908 88.2 738 88.7 900 82.3 729 57.3 908 74.7 •7118 49.1 908 71.2 710 42.9 908 70.8 706 • • �Z • s= 781n 127.1 881 132.5 764 105.9 881 112.5 738 90.8 681 08.8 725 79A 861 88.5 713 70.8 881 81.0 703 03.6 061 75.4 894 53.0 881 88.1 661 45.4 881 84.5 875 39.7 881 63.7 872 •• • H :7' • ` � 90 M 82.7 848 85.4 574 68.9 046 72.1 584 59.1 848 62.9 554 51.7 848 58.1 545 45.0 Me 50.9 537 41.4 648 47.0 SW 34.5 648 41.5 $19 29.5 646 38.2 511 25.9 648 36.5 507 •••i•• Q m •Z -OD � Sol, 08.2 588 70.1 500 58.6 568 59.1 409 48.7 568 51A 491 42.6 568 45.8 463 37.9P449 41.4 476 34.1 508 38.1 470 28.4 508 33A 459 24.3 588 30.5 452 21.3 588 28.7 447 •••• U) •LU�• �O�� • fr 108 to 47.9 449 48.9 405 39.8 449 412 399 34.2 449 35.7 393 28.9 449 31.7 3117 28.8 28.8 302 23.8 44@ 28.1 377 20.0 449 ?2.7 388 17.1 449 20.4 361 15.0 449 18.9 358 • ••.1 425 45.0 385 38.8 425 37.9 379 31.5 425 32.8 373 27.0 425 20.1 387 24.6 28.2 382 22,1 425 24.0 358 18.4 425 20.7 350 15.8 425 18.6 343 • i ••• •• •364 35.5 331 29.1 364 20.8 328 24.9 384 25.8 321 21.8 381 22 8 317 19.4 20.5 313 17.5 384 18.7 309 �••�•� U L •Q O O ' 1441n 20.2 253 20.4 233 10.8 253 17.1 230 ¢ 'Z • • •• g • ••• .O O ' TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: - UL � ' Anchor Ca Ity TableIbs ANCHOR CAP. Subsbals: 2.7k Concrete 3.5k Cono. Holow CMU Fled CMU PT Wood Metal (DIR.)X( .,A. " =ANCHOR CAP., 5116'Elco 1/4'SS Ek:o 5/10-Eloo 114'88 Elco #10 steel #12 steel N12 Slee! MULLION CAP.,„,,,, , �. AnchorTYpe: 3116!Elea lAttacon 1W Elea Ultracan 3118'Eke U(lrecon• 114"Elco Ulrecon Anchor Clip Patterns Edge ApgnlGetar lAtracon AggreGator straw(OS) Screw tGSy screw(a5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance(in}: 1• I 21fY 1• I 2-V2' 3-118• 1• 2-1/2" 1' 2-Iff 2' 3-1/8 2• 0.48" 0.54" 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment ME 1.3/4• 1-314' 1-314• 1-314` 2' 1414" 1-114' 1414• 1-1/4' 1414• 1-114 2' 13/8' 1-3/8" ~cries ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors 5'Mia 0.C.1(2)20 Angle Op,/(Fig.1 39012, 3901ba 450128 8911 Ws 1700 lbs 270 lbs 2801bs 35460 740 tba 374 ib, 7201ba 948128 341 Ib, 4421ba 5801bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®3.5'lWa O.C./(2)295 Angle Gips/(Fig.2y 780 lbs 780 me 790 fire 1670 lbs 2525 lbs 540•s 560 lbs MIA 112012, 748Ibs 8801128 1892128 682 ars 885128 1120 8>s CAPACITY(FROM THE TABLE)OF THE SELECTED s A,>ch«s x 71'Mia O.C./(2)295Anple Clps f{Fig.3) 1120128 11201ba 95612, ?246128 2254 lbs wA 840 wA 1059Ibs wA 132012, wA Ion Bra 1327 Ibs 16x6 su MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCC REVISED FIGURE 1: as cemptying wilh lire F10ridti TABLE NOTES: Building Code AccePtanceM 1&.0216.0-3 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex intron Date Z+02) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. MIAMIlroduoC FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45° ` �Ci'`�.• <<'•� �� • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" ; ' No,a8?()5 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - - • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" °BAY A_i~cl $ t THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION :�j0'•' �7r1 E:01_ :,`r f • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. ;IN'• //r t ` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. / %S11 A. 1 A.L NN+I)Al(Eft,�.E. FL P.E.#58705 1-1.000"-I 1.000" 1.000" , -«j 1.000" (+ 1.000' .125" 4 a.375" 5" 8x 2.750" 2.750" .125' 3.125" 125" 3.188° .125" 125' 125° 04 2.116° 2.000' " 2.000 265 .125" Cl) L 125" 375" " T 900' .6504 O W 1'X 2'X.125"MULLION 1"X 2"X.375"MULLION 1"X 2.75"X.375'MULLION V X 2.75"X.65U MULLION 1'X 3.125"X.5'MULLION 1.25"X 3.188"X.285"MULLION 1.26"X 2.11'X.125`MULLION 60X.12 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6083-T6 ALUM. O LLI X-SECTION XSECTION XSECTION XSECTION X SECTION X-SECTION X-SECTION 03 V) M 0 .J C0 TABLE A Z W STANDARD CLIP I 2X5 ANGLE CLIP Dimension Value(in) Far Mullion: C W 6083 TB ALUM. 6063 T6 ALUM. 2 000" II 2.125" " X-SECTION • • J • X-SECTION 2.000 A 1.825 U-CLIP 1"X2 X.126' ..see .• ; 6003-T6 ALUM. 125" C 013 Aluminum •••••• ~ •1� O1 125" X SECTION Tube Mullion ...;.. Z�Z .Z C "� D 0.740 .... .�C o-tQ • .12581- 125 I e I A 1.125 0) :� % --I .740" I� ° 1 X2 X.375 „� w Y " B 2 4Q4 Aluminum ..'*a )Y ' N am 604 5.500 C 0.635 3.125"- 0-" CUTHERETO .375" 5.000" Tube Mullion ...... 0 �.Qom, 0 O •• .375" _CREATE F-CLIP,SEE MIN. .375"MIN. D 0.490 a Z CO .� ; MIN. r DETAIL F,SHEET 4 3 iN. A 1.875 • • t •�0 •• ----- ------ r---------------------- 8 3.000 1`X2.7500 X •• • z � � r- r , U-CLIP A F- - - - -► �i o L- I --------� A A I 6063-T6 ALUM. `- -- ---------------- 2X5 ANGLE CLIP C 0.757 .376 Aluminum ----- TOPVIEW 6063-T6 ALUM. D 1.118 Tube Mullion TOPVIEW �- /CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. STANDARD CLIP 6083 T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE q 1.312 1"X2.71?X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1118". B 3-� •6" SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 AluminumDISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER:ANCHOR DIAMETER+1116". SHEETS 5-17 FOR THE TABLE B D 0.836 ANCHOR O.C. A 2,000 DISTANCE.MAXIMUM PGT Part# 10 X3.125"X �ROr]UCI REViSB4 ANCHOR HOLE Mull Dimension(sheet#) B 2.637 as complying with ft Fbmft 5.500' •375' DIAMETER:ANCHOR Mullion SW.Clip Offset Clip U-Clip Angle Clip 500'Alum Building Code 375° MIN '. C 0.863 Tube Mull Acceptance W t�O-021 .D� . DIAMETER+1116 MSN. 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M D 1.137 pitati bate ZD21 r----- -------I------------7 1"X 2"X.37&1(6) 666006 666114M 6661119M 666244M 666512M A 2.625 By I 1"X 2.75"X.375"m 66607 666115M 8661120M 666245M 668513M B 3.262 X,265 Alum Mian gado Product I � " B 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M C 0.862 Tube Mull ` D 1.762 ,1 V\ 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 866515M I I I I 1.26"X2.110 I` I 1.25"X3.188"X.265' (12) 66641M 6661117M 6661113M 666241M 666516M q 1.813 .121"Alum -_____ -----� Tube Mull I 1.26"X2.11"X.1126'(18) 69370 NIA N/A WA 666517M OFFSET CLIP NOTES' -� i rU C 6063-T6 ALUM. i25° I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .740'-i•+-i ;�-�/.� '••. i�.ORw?: ' .C�.�� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. _�tisl(� .I �.. A.LYNN�I} I(r��R;�.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 -*-j 1.000" 1.000" 1.0620-1 .740" ® .063" 385" .062' I .126" o .4038" I I Q a 4.000" 125" STANDARD CLIP I 2.125" 2X5 ANGLE CLIP b �' " 4.000" " 2.000" 6063-T6 ALUM. U-CLIP 2.000' X5 AN 6 ALUM. 4.000 2.625 X-SECTION .125" 1 I 6063-T6 ALUM. X-SECTION .125" �N 125" X-SECTION Z LNC N .125" .125' .031" w .125' 0 i25 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 375" 1 "� 375' DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m HOLE DIAMETER:ANCHOR DIAMETER+1116°. - m p 0 1'X 4'X.125' 1"X 4"X.375" 1'X 4"X.376" 5.500' 5.000" Z M MULLION MULLION "T"-MULLION CUT HERETO " •375' �- 0 0 J 6063-T6 ALUM. 6063-T8 ALUM. 6063-T6 ALUM. 375" 3.125" �•j _CREATE F-CLIP,SEE .375 MIN. � J X SECTION X-SECTION X-SECTION MIN DETAIL F,SHEET 4 Z 1.250' 375" Z sW R g r-------� I r------- CENTER OF _- 375 2 1.250' 1.250' I 1 1 I ANCHOR HOLE 1 I MIN. � 0 W I I { 1 Z I I I I I MUST LIE WITHIN 1 I • • J �� • 1 1 I I THE DASHED I I •••• Q i� • d • 1 I I 1 4 F BOUNDARY.SEE j j •.••. Z iJ „� W A _ SHEETS 5-20 FOR 1 I • Q b Z N I - I THE ANCHOR O.C. F i - - - -f 4r.... Q .� 00 I I I I iD Q • 3.94" I I I 1 F DISTANCE. 1 1 N • �' $ 1 1 1 1 1 MAXIMUM 1 I ••••• W • • " ' I 1 I I ANCHOR HOLE I •• •• • Y a,� • 3.250 3.250 I I I I I DIAMETER: I I • •• • " 1 I I I ANCHOR ---------------- .100" ' .100" L- ------J --------� t -__-- ••••• U •Q .1001 DIAMETER+1116". ; • .� 0 0 2X5 ANGLE%IP • • •• O .100' .6 f4" STANDARD CLIP U-CLIP 6083 T6 ALUM. • - fY +41 • CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM' 6063-T8 ALUM. TOPVIEW -"-I .820" 1- ---1 .820" Ir- --1 .820 I-- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25"X 3.25'X.100' 1.25"X 3.25'X.624' 1.25"X 3.94'X.624" SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Value(in) For Mullion: 60D5-T6 ALUM, 6005-T5 ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1116". F 7 X4' F 1.938 1.25"X3.25" X-SECTION X-SECTION X-SECTION G 1.000 .125" G 0.500 X.624" H 2.680 Aluminum H 1.436 Aluminum 3.469' 5.500" 1 3.000 Tube Mullion 1 3.250 Tube Mullion 2.661' •125• .375' .375" F 3.187 1'X4'X F 2.625 1.25"X 3.94' 25 X.624" 1.377"� 125" 1.877 1 MIN. --- H 2430 Aluminum H 1.600 Aluminum ^COUCf REVISED 1 3.000 Tube&"'1" I 3.250 Tube Mullion as complying with the Florida I I I I t F 2250 1.25"X3.25" F 2.813 30'SayMullBuilding Code O 0.750 X.100" F 2.875 45'Be Mull Acceptance No 1 ra"CYLi$.03 125" i i i i H 1.500 Aluminum f3 Pindi Date QOZ J .125" 45' 2.250" I I 1 I 1 I ) 3.250 Tube Mullion 300 i i i H i Micro Dade rmduet 3.250'45°BAY 11 MULLION 1 3.250" I i i i TABLE D 30*BAY MULLION 6063-T6 ALUM. -------- I -_ ----_a Mu1lDlmenafon POT Part# `�� fly Mlll��i 8083 T6 ALUM 1 X-SECTION I (sheet 0) Mullion Std.Clip Offset Clip U•Cllp Angle Clip ;�' app(• '"" •.;��/� X-SECTION 1 I 1"X4'X.125'(10) 89364 886111M 6881122M 866241M SM510M `~\.,•�,(,ENSF_ tin G OFFSET CLIP �t- r .125" 1 6063-T6 ALUM. V X4'X.375"(11) 66810 686112M 6661123M 666242M 666519M . f4D X8705 ,228.1 �-,981"� .226'J ,981--4 740' TOPVIEW 1"X4"X.375''r(11) 66853 666112M 6081123M 666242M 6W519M 1.25'X3.25'X.100'(13) 20160 6661127M 6661124M 6662410M 6665115M NOTES: 1.25"X 3.25'X.624-(14) 20161 6861128M 6601125M 6662411M 6665116M C 0 CC! 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25"X3.94"X.824'(15) 20162 16861117M I 6681128M 868241M 688517M �•r� ••. S• 1G C •'• 30 Degree(19) 86649 NIA WA NIA 6665110M ©�'r,' . r�UR1Q} : 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 45 Dogma(20) 66650 NIA NIA WA 666511iM ��i�S�"3 I J 1_.�� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A LYMrT��1� 541 E. FL P.E. 58705 TABLE E N Mull Dimension PGT Part (sheet#) Mullion Std.Clip U-Clip Angle Clip I o 2"X 4"X.25"(I6)1 66602 686261M 666271M 6665112M c iSTANDARD CLIP 1 U 2"X 6"X.25-(17) 66604 666262M 666272M 6685113M UT6 A 2X5 ANGLE CLIP z 0. cwi 6063-T8 ALUM. f 6063-T6 ALUM. 6063-T6 ALUM. E � 2.000" , X-SECTION 2.125" I X-SECTION 2,000" X-SECTION NOTES: N I 1)HOLES TO 8E DRILLED IN THE FIELD FOLLOWING 125" 125" 125° 'r o0 U- DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z u,cl 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE 1.490" HOLE LOCATIONS. W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5,500" � 0 � CUT HERETO 5.000" .375" W � o 0 3.500' CREATE F-CLIP, MIN. m Z M 2.000" .375' _SEE DETAIL F. 375" .375" 0 co MIN. SHEET4 MIN. f' Z r--------- ------ -------� -- --- -------- ----I Z W i m L I 1 I 1 Q-• W I I 1 I I I o wz 49 4.000" 1 i- 3.438" + 3.438" j - - - -� ..•.. Z .+. A .250" 2`X 4"X 25" -1 I I I Q on Z N MULLION I I I 3.436" I I ••••• Z .• op I I I I ease � •d • �ia• 6063-TB ALUM. I I I 1 .375" X-SECTION I 1 I I I B e e s• N sZ s _Q•• • 1 MIN. I-- ------ ---I--- __------� -- -- L---------------------� eases � — as Y � .see. FL e +� 2X5 ANGLE CLIP ••••• U •Q 7 (� • L- STANDARD CLIP U-CLIP,6063-T6 ALUM. • • 'Q 0 • CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. • CENTER OF ANCHOR HOLE MUST LIE 6063 T8 ALUM. SED FOR 2'X 4"MULLION,SHEET 18 d- • •• e .250° WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW e e m 0 SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. • • — W • DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE s' s DIAMETER:ANCHOR DIAMETER+1116". WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/RV. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1/16". 5.000" 2 000" " 3.500°� CREATE F-CLIP, " 375" MIN. SEE DETAIL F. 375 �-SHEET4 MIN. MIN. .375" --, -- -- F---------------------- I I I 1 I I I 1 I I 1 1 I I 1 Il 1 I I I :C'rDUCT RF.VISGD 1 I4 I 1 s>3 complying wilb the Florid I I I Building Code 1 1 I I I I Acceptance No I co-02.16-!?3 I i E pindion Da1ee QDa�1 I I I 1 l 1 By 1 i_ 4.688" - + - - - -i Mian pm&cf .250" 6.000" -� - �- - - I 5.438" 1 1 �ki11II1l11 5.438" I I � \ I I 5.438" I I `{ t I 2'X 6"X.25" � 1 � 1 i ` `�,��•, '�SCE+SIS(' MULLION 6083-T6 ALUM. i I 1 No. 58705 -_ X-SECTION j 1 •375" 1 I 1 I L---------------------} MIN. 11b _ STANDARD CLIP U-CLIP 2X5 ANGLE CLIP .250" 8083•T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. /// `'/O f'1t/�l ` TOP VIEW USED FOR 2"X 6"MULLION.SHEET 17 TOPMEW TOPVIEW A. LYW w1ILL'ER,P.E. FL P.E.#58705 • EXAMPLE I':SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. - NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1"=65'.REFERENCING SHEET 25,THE COLUMN USING ® wk,Reg lk -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED w a g a DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. x l' < � U. O SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=72",OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD FENESTRATION DETAILs, NOT BE SUITABLE FOR THIS APPLICATION. 4 x a PRODUCT'S SHEETS APPROVAL 2-3 FROM TABLE 4A.SHEET 8,THE 1"X 2.75"X.650'MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+)-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE toi 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION " In LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP 1S EASIER TO INSTALL. Z co N W SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL J W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -i _ 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o 0 NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: _ � N 32. 32' 636 LBS 5 ) MULL WIDTH (60 PSF)X( }= 24.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B OPENING WIDTH 72.7 PSF Z Zc m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01-55.0 PSF. •• • iZ • • • . • • FOR THE VERTICAL MULLION: Z• • • ...•.. Z : •� N •Q • 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+i"=105'AND THE OPENING WIDTH IS 36'+36"+1'=73.REFERENCING SHEET 25, • • '�t THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318"AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, EXAMPLE 2:MULTIPLE MULLIONS •••••• U.1 CL : • - o FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375-MULLION(LENGTH=108",OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF •• ••s • •• N • MULLWIDTH AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. •• •• F" • ?� • FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250'MULLION(LENGTH=1084,OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS • a ��y SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. • • •••at0O SEE DETAILS, IY 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36"+2"=741,NOT 73"AS PREVIOUSLY •••• • ' • a-� PRODUCT'S 2-3-\ ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN •• APPROVAL - THE 73"DIMENSION(35-112"+35-112'+2"=73'). r -1 r 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED I I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` _, `- J USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH `SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. & DETAILS, DETAIL E. OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER FOR MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED MULLION 72' / as complyu�wilt fhe Flefis)b1 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+721+2"=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE Building Code USED.FROM TABLE 12A,SHEET 16,THE 2'X 4"X.250-MULLION(@ LENGTH=42",OPENING HEIGHT=120%HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Acceptance No 1r0.O�J •O3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E plmtion Date 2+OZ SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" B*'/ SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mpro" 23 (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED11 l 11 1 1 f TANCHOR CAPACITY OF 521 LBS. U�{ LYAI(d 36',HOPJZ. 36'.H0RIZ 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U CLIP SHOWS THE ANCHOR �\.��•' �1s✓GtdS� '`'A �: LMIOPENING LLLENGTH MULLLENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. y• I4o.53705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; �• t} �- 1 ,� f' +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. '�� ' •.�L fi;t1D�'• ' f:�' VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ��i'S/ONAV. , PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLI=,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: I �• LL I p 1 PW PW d FF PW I o 4 I oz U 290 I J I LL hl I N SHIDH J/ H SHIDH SHIDH PW Z 04 N PW ca I 4 4 4 W I VIA / Q) I / / / OO / / W o m O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j M SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I co [� G] HINGED DOOR SGD Z w a LOADING OF VERTICAL MULLION ? + PW LOADING OF HORIZONTAL MULLION J ' �Z j LOADING OF HORIZONTAL MULLION • • Q •• e- • • PW I •••• i �-- • •� O • I •••:•• Q i •Z N •� •• 1 PW ~ � Q • •••••• I PW / PW 's•••' co i� •• as 1 SHIDH SHIDH I ••'••• U' d • • SHIDH SHIDH •••••• Q -J O O• 4 , 4 � I � • � �� zoo . 4 4F77 .. .. SHIDH : •'• a• I / / LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 PW pVU HR I I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION 1 P HINGED I NOTES: o DOOR PW PW �GOUCT REVISED j4s complysig%s•ith taus Ffotida l 1)DRAWINGS ARE (3uilding Code I RERESENTATIONS OF TYPICAL Acoe"coNo I PW CONFIGURATIONS. E irtN' Date IlC j l PW CONFIGURATIONS NOT SHOWN / MAY BE EXTRAPOLATED FROM RY cc / I I / i THOSE SHOWN. Miwn' , 1'rcxluct I 2)IF THE LOADING TYPE CANNOT �� .� �YNIV All I BE DETERMINED,USE .�',��f} ,, ((�• �� 1oo RECTANGULAR LOADING.PW ��' PW 1 3)SEE PRODUCTS'APPROVAL FOR .� .y_. No.5870fr j j ACTUAL ANCHOR LOCATIONS. LOADDOOR IS NOT CAAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MING OF VERTICL MULLION LOADING OF VERTICAL ULLIONS j A. o I 1 PANEL OF HINGED ISGD ' ST, LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN ��.LpR, E. MULLION MULLION FL P.E.#58705 STANDARDS USED: NOTES: OUTSWING IMPACT FRENCH DOOReASTM S} AND SIDE LITE(S} LORIDABUILDINGCODE(FBC),5THEDITIpN ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION /RIDDVCf EEYflWO 1.GLAZING OPTIONS: •ALUMINUM DESIGN MANUAL,ADM-2010 tat=kh dw fkd& A. 318"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISI-S100-07/S2-2010 �AC-df Zf 47 SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. iIt�iliiteeD>ffe 'r� 17 B. 3/8" LAM[ NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C. 7/16"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16"LAMI NOM.(.465") CONSISTING OF(1)LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE _ W MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Y � E. 13/16"LAMI IG NOM.(.840")CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS, 1/4"AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN .090 PVB NOA DRAWING MAP cp'S o U INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. TOPIC SHEET 0 Q 2, DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. V) o A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 0 t6 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1GLAZING DETAILS........... 1 � � ; ••tJ3• ° O 3.CONFIGURATIONS:X O,XX,XO, OX,XXO,OXX, OXO,AND OXXO. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 •,�� $��-- •a:- ELEVATIONS.................... 3 SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE r •••. �. ••:• REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS............. 4 = •••... LIJ 5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 0 ••••• Q Q, •• 6.SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LISTS................... 6 � •••• I-- ' 7. REFERENCES: EXTRUSIONS................... 6, 7 � ••;•• 0 ..,�y g 0.• ••• ANCHORAGE... w •• •• TEST REPORTS FTL-4964, 5212&6864; ELCO ULTRACON NOA'S:;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM •••• a •••• V, � � • DESIGN MANUAL. Z O • N • 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY w • 00 �• ••• HURRICANE ZONE (HVHZ). GLASS ABBREVIATIONS �g •• Z; ••; 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED a a (�• •6: • A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2. PREVAILS. HS. =HEAT-STRENGTHENED Z B. FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP. =TEMPERED W TABLE 1„SHT. 2. REFER TO TABLE 2,SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. j Q L p 93 `o oW �p 93 91 o ? �- x u- Z rQ 30 30 30 80-83 ® GNmN N 73 1/2"GLASS BITE 73 N1/2" S BITE 74 1/2"GLASS BITEo2VmvEXTERIOR EXTERIOR EXTERIOR a 94 Z Z 1/8"AN. OR 3/16"AN. OR 1/4"AIRSPACE Q 0 3/16"HS. HS.GLASS HS. GLASS 3/16' HS. 3/16 HS. GLASS • ,, .090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS 3/16 TP.GLASS ��, s`(t.1N (DUPONT BUTACITE OR (DUPONT BUTACITE OR SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE .090 PVB INTERLAYER 1/8"HS.GLASS a , MAXIMUM) MAXIMUM) (DUPONT BUTACITE) £ , 8,705 3/8"NOM. 7/16"NOM. 13/16" NOM. =_ GLASS STACK GLASS STACK GLASS STACK =`� F STAT-O 3/8" LAMI NOM. ~4 7/16" LAMI NOM. 13/16" LAMI IG NOM. '� ••'• �• '••�: GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 .QYNN MILLER,P.E. P.E.#58705 D TABLE 1. DESIGN PRESSURES FOR ALL COAFIGURATIONS NOTES: aRQnocr��v � APPROVED CONFIGURATIONS: X, XX, O, XO, OXO, xXO, OXX&O (FOR DOORS W/SIDE LITES THE LOWE P FOR THE DOOR OR SIDE RE PREV S) 1. GLASS TYPES: hawagcok he�the � REINFORCEMENT IS REQUIRED A OOR&SIDE LITE CONNE IONS A. 3/8"LAMI(1/8"A, .090 PVB, 3/16"HS) Acreoftom�' FL"�� •17 B. 3/8"LAMI(1/8"HS, .090 PVB,3/16"HS) DO S WITH GLASS TYPES A, B C, D ORX I C.7116"LAMI(3/16"A, .090 PVB, 3/16"HS) yk HEIGHT D.7/16"LAM[(3/16" HS, .090 PVB, 3/16"HS) X_WIDTH XX WIDTH 68_79 4" 7°-83 3/4" $7 314" 91 4" 8°-95 314" E. 13/16"LAMI IG(3/16"TP, 1/4"AIRSPACE, 118"HS, .090 PVB,3/16"HS) 30 37 1/2" 6O 71 3/4" +75.0 1'-75.01 +75-01 -75.01 +75.01 -7 .0 +7 .0 -75.0 +75.0 -75.0 2. COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y � U- MAX.OX/XO WIDTH = 731/2" j a O WIDTH SINGLE SIDE LITES WITH S TYPE A MAX.OXO WIDTH= 1091/2" O Q 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -7 .0 +75.0 -75.0 +75.0 -75.0 MAX.XXO/OXX WIDTH=107 3/4" c/) p d MAX. OXXO WIDTH = 143 3/4" , O 361/811 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 # w - o 3. SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" O 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE " . ••�• .... FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. •• '•t• • O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E •••. . ; '. L r 363/411 +75.0 -75.01 +75.01 -75.01 +75.0t-75.01 +75.01 -7,5.075.0 -75.0+ 4. DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. •••• t p •••• .... nes TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: O•o •• •. .& M N.. •.. APPROVED CONFIGURATIONS: OX, XO, OXO,XXO, OXX&OXXO EX.A FROM TABLE 1. .••.. co (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A W Q t!) •• REINFORCEMENT IS NOT REQUIRED AT DOOR 9SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES �•-m� g � " Z, DESIGN PRESSURE=+67.6/-67.6 PSF a• U3 ••_. : ••; GLASS TYPES A, B,C, D OR E w Q: HEIGHT EX. B FROM TABLE 1. W 0 OXXO WITH GLASS TYPE A fl of T- X WIDTH XX WIDTH 68-79 3/4 7 -83 314 87 314 913/4" 8 -95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 361/2"SIDE LITES Z U- o 20 25 1/2" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE_+70.4/-70.4 PSF m m 0 j p 4c/) 27 1/2" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX. C FROM TABLE 2. a 43 Lu � Q OXO WITH GLASS TYPE C 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.81 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES DESIGN PRESSURE=+43.6/-43.6 PSF �, a 28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 ® o N n 9 '"�' M 28 33 1/2" 54 633/41, EX. D FROM TABLE 2. "a+43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 OXXO WITH GLASS TYPE C o X 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.11 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES DESIGN PRESSURE=+43.1 /-43.1 PSF 0 0 6 2 3° 37 1/2- 60 713/4" +34-01 -34.0 +34.0 -34-01 +34.0 -34.01 +34.01 -34.01 +34.01 -34.0 a$ a O WIDTH GLASS TYPES A, B,C, D OR E 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH o Z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 A.LYNN'MILLER,P.E. P.E.#5870.5 1.0 731!2" — 109 112"M ' 36 " 36 " SEE NOTE 3 -36 " —SEE NOTE 3 " 82 MAX, vwv MAX. MAX. MAX. MAX.MAXp MAX 0"p rWa vivo 16-04 ,E7 All 49 41 �mwacc:� 49 LIL 953'/411 N 103 MAX. 0 Q 103 103 3 .vi. o E E E E E E E E E �� JEE • . Lo ..:. X 0 0 X 0 0 X AC . X INACT 11 0 p 0 • �- ... SEE NOTE 4--� SEE NOTE 4 -SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 „:6 0 •• ••• OX OR xo oxo C}XXO 41 ;.•;• p1000 000 71 314 MAX. MAX. 371/2" 24 9/16"MAX. a *07: •_• ••• MAX. DLO 9YP) 33 518" MAX. z Z; • A— , A�—, B DLO{TYP.) G 0 95 3/4" o 0 49 MAX. 49 41 G w w 10 TYP. 95 3/4" a W Q MAX. 84 3/$" 103 (TYP.) ® N n N D 84 3/8" �_M TYP. DLO Z w x a (TYP.) DOOR C-)Z 0 0 DLO HEIGHT =HEIGHT-113/8" ��'a Y 40" DLO WIDTH'X' =DOOR WIDTH-1215/16" o z z W (nP•) pt �D Cj JC F r 1F DLO WIDTH'XX'= DOOR WIDTH/2-11 5/16" X t X AC . _X INACT t 0 SIDE LITE DLO HEIGHT=HEIGHT-113/8" x A ..-� q�J B J DLO WIDTH =WIDTH-31/8" x xx 41 0 NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. G( 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3.SIDE LITES OVERLAP'X'AND') ('DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO', 'OX', 'OXO''XXO', 'OXX'AND'OXXO'CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). •. 5.CLEAR OPENING FOR'X'AND XX DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.646) ('XX'DOOR=DOOR WIDTH/2 4.079) A.LYNN MIILLER,P.E. P.E.#58705 +p'RODUC t REVWD. ern mmovo g"*b&e ib?arkls a djs9 t�;eda .Acceplsace No 2 '( 40 � EXTERIOR INTERIOR > , 10 1 2 60 V SUL 37 fi4 AT HEADMAMB 0 O Q 60 65 AT SILL/JAMB ,+ 0 $ O CLEAR-COLORED) ; O EXTERIOR INTERIOR SEALANT , • Lego• • •�S. • ' •• z s .s:': O �' .. �— • MAMAX. : a ' V "U (��3 MAX. MAX. X. SIDE 62 �• •; DLO DOOR HEIGHT HEIGHT q U p U w 5 LL ® > Q ® agn co 'd' N U 1" r*, N M s oU! MS X� =U � U— LL. SL VIEW G-G N 30 61 CORNER ASSEMBLY 8Z Z 12 40 .489 9T 11 13 DOOR SECT. A-A SL SECT. B-B VERTICAL VERTICAL A:LYNN MILLER,P.E. P.EX 58705 4 49 o®te r REVISED zl� s�t�iage MAX. 'XX'WIDTH � �h -7 �> �- C�v mlcog LL oda if MAX.DLO 'XX' SECT. C-C DLO 31 g w35 36 34 44 HORIZ. 5 32 •, ��. �• ••, u� • 20 ... MAXX WIDTH ..... O , Ln•• • . _, s :•.s:': U •p j; P• '• La � � • ® INTERIOR ; •, I– r, 0 0 LLL O m� MAX. $ U- DLO 'X' S ECT. D-D 46 21 5 HORIZ. EXTERIOR a = SPACING,SAME AS 04 ar 6T JAMB ANCHOR SPACING MAX.SL WIDTH ® c4 A C4 MAX.SL WIDTH (SEE SHEETS 7, 8 AND 9) Imo— i� 8a!- X s0mLn 62 >�Y o oz z w U 66 MAX. MAX. DLO 22 SEE TABLES 1 AND 2 AND DLO NOTES ON SHEETS 1 &2 f �6 66 62 SL SECT. E-E fit FOR APPLICABILITY SL SECT. F-F HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) A.LYNN MILLER,P.E. P.E.#58705 ITEM DwG# 1per# DESCRIPTION 1 9436 160411 FRAME HEAD 2 1010 16Q300 WSTP.,Q-LON.190 X.375 HIGH PRO—qvc r REVISCID 3 7070 IBM70K BULB WEATHERSTRIP.187 X.30D HIGH 05 emP'1ft wet&tfK lFlorisSa 4 955 179WX FLUSHBOLT STRIKEPLATE 1-0h gcc& 5 938 17938X 2 PT.LOCK STRIKEPLATE �� L"�j..(7 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE HOT-MELT BUTYL ^j- -T 7 7832X12FPXP #8-32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH STRUCTURAL 8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB SILICONE 9 996 70996 GASKET(BETWEEN HEAD&FRAME JAMB) POLYISTRUCTURAL FOAM 3/16"NOM. 10 952A 6533016 FILLER HEAD ADAPTER WITH OB DESICTYLENCANT 1/4"NOM. WITH 11 11000 611000M OUTSWINGTHRESHOLD WITH DESICCANT-YLANT DESICITH CANT 12 1670 671670 WSTP,.350 RD FOAM FILL T-SLOT(AMSBURY#32011) 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER EXT.GLASS EXT.GLASS Y tV Ll.. 14 11001A 411001A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) "� V a 15 11002A 411002A ACETAL SPACER.095 INHOUSE INJECTION MOLDED) Cn 16 11003A 4110D3A ACETAL SPACER.140(INHOUSE INJECTION MOLDED) 20 9150 60380 FRAME JAMB(OUTSWING) (� p d 21 1010 60300 WSTP.,Q-LON.190 X.375 HIGH INT.GLASS INT.GLASS 22 6608 16M8M REINFORCEMENT,1.000X2.75DX0.650,6061 T5 9° 0 2 t6 23 1140 178XI12PSATS #8 X 1.500 PH SO A T/S 24 1048 171048 JAMB SCREW COVER CAP KGDISPACE SUPER (/� x o 25 930 4172% STRIKE PLATE INSERT0 4SG TPS 61 SPACER®NXTTM ••Lu ' 28 1118 710)04PFA #10 X.750 PH.FL.SMS hm 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH • Lm•o E • • •.. 30 9100 8910 DOOR PANEL,TOP&BOTTOM RAIL •• Ltd • 31 911E 6911 DOOR PANEL,SIDE RAIL • -' • 32 917 7FRMO HINGE EXTRUSION • • rT-. •:• 33 1178 71058FP W,B #10X.625 PH.FL.SMS N "" 34 913A 60376M TRUSS CLAMP ALUMINUM � : ..�• a �• w .... 35 1130 6TRODA 5/16-18 THREADED ROD REINFORCEMENT V ' t0 • POLYISO- DESICCANT FILL AREA Q ... • .w o 36 990 7990NUTA 5116-18 FLANGED HEX NUT BUTYLENE 5/16"NOM. • ..n o • 37 914A 60379M WEATHERSTRIP CHANNEL SEAL Q •••• ��r Coop •• • 5/16' NOM. w•• ••• •Q B 38 7834FPT #8 X.75 PH.FL.TEK BUM& SILICONE SEAL D o • 39 997 70997 GASKET(BETWEEN PANEL HEAD/SILL&PANEL STILES DESICCANT ROLL-FORMED ¢• ; Z• ;. 40 1023 67924G WSTP.,.187 X.250 HIGH,FINSEAL STAINLESS STEEL ' • FOAM . �� •� �• 41 928 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) EXT GLASS 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS • 43 1212 7P30GG SILL DUST PLUG(INACTIVE PNL) EXT.GLASS [� 0 44 9838 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) `O 45 9846 6984 DOOR PANEL ASTRAGAL 2(OUTSWING) B7 H Q 46 1213 6WOOK WSTP.,Q-LON.190 X.200 HIGH 0 47 929 74UBLOK LOCK SUPPORT ASSY.(41707&41708) INT.GLASS LL' INT.GLASS S � Q � J 48 1139 76UF #6 X.750 PH.FL,SMS 49 982 FD2PTAY 2 PT.LOCK ASSY. 50 6R180FS RUBBER SLEEVE a2 DURASEAL® OXL EDGE 51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) SPACER SPACER V n 52 931 7FRSPX DEADBOLTSTRIKE PLATE A 53 1118 71OX34PFA #10 X.750 PH FL SMS ® C4 54 957 70957X HANDLE STRIKE PLATE ] 0 A 55 1118 71OX34PFA #10 X.750 PH FL SMS 60 9200 69200 SIDELIE HEADER Pati# Description Material =v eC 61 9210 6921 SIDELIE SILL 62 9166 60381 SIDELrTE JAMB 80 Kommeding 4SG TPS Spacer System o 0 0 83 1155 781PQA #8 X 1.000 QUAD PN.SMS $ee this ^z a z 64 996 7M HEAD GASKETS(STOCKING#70M) 81 Quanex Super Spacer nXT With Hot Melt Butyl Sheet tr � 65 999 17M SILL GASKETS(STOCKING#70999) 82 Quanex Duraseal Spacer 66 934A 61641M SIDELITE JAMB ADAPTER Materials 87 #12 X 1.000 SHEET METAL SCREW 83 Cardinal&Edge Spacer 70 71 SETTING BLOCK,3/32"X 114"X 1'W/PSA REFERENCE TEST REPORTS:FTL-8717,8968&8970 71 171267K SETrNG BLOCK, 1/16"X 1/2'X V W/PSA 72 4222A 164222 BEAD,7116" 73 988 6988 BEAD,318" 92 986 64986 BEAD,INTERIOR 93 1224 6TP247 BULB,THICK(USED IN EXTRUDED BEAD) 94 GLAZING SILICONE,DOW 899,983 OR EQUIVALENT �« EGGLASS, 3/8-LAMI-118'A,.90 PVB,3/16"HS [c!. 3/8-LAMI-1/8'HS,.90 PVB,3116-HS 7116"LAMI-3118"A,.90 PVB,3116-HS 7118"LAMI-3/18'HS,.90 PVB,3/16'HS 41106A ACETAL SPACER.295(INHOUSE INJECTION MOULDED) ITEMS#17-19,28,29,56-59,6869,74-79,84-91 &99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.E SHELF DEAD BOLT LOCK A.LYNN MILLER,P.E. P.E.#68705 1.75a 1.750 1.750 1.750 PRQnuc r tt,MSCO 0 1.620 C9 lTede�tie rFo� 050 1.480 . .z5a 4.726 4.726 4.726 37 STRIP CHANNEL WEATHER 4.626 •062 3.000 '050 6063-T5 Y � W 4.000 062 4.100 .062 4.100 .062 4.675 � }� a 4.675 0.375 a Q 4.100 AiQ � L6 OC DOOR FRAME, 2.125 .125 S W a III IL I20 JAMB ..Fr. 6063-T6 • .' ••+1ICE; ••� DOOR PANEL DOOR PANEL •• W 30 TOP&BOTTOM RAIL 3� SIDE RAIL DOOR PANEL DOOR PANEL800:01, 'A' �• ��• 6063-T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL HINGEDodge, V3 6063-T5 606375 1 578 32 6063-T5 '•" o6 O; •• 1.500 ..... Doe • . (.� 3.655 3.111 20 .125 �-�I �- -.558 i� (�-.525 -�`� .890 ••••• � Pee010 .. 050 0 S..• •,p F- • .750 .683 .050 .683 • °'• o Z .550 •• •• 1.400 .050�� .050 � �.172 Do 05d Z •.� �• •: IIITRUSS CLAMP 3/8"GLAZING BEAD 7/16"GLAZING BEAD 3.000 •683 O FILLER HEAD ADAPTER 34 6063-T5 73 6063-T5 72 6063-T5 � � m � 6063-T6 ' f-•-----3.100----� 1.092 � $ iw � � �� 3.000 a a � Q 74 IG GLAZING BEAD 1.479SL JAMB O 6063-T5 62 6063-T6 ® 'rtQ' * o ca r` a 1.272 1.479 M 504 •-{ - } o x 830 .360 m u .050 5.459 .075 5.212 .055-�-�I+- ; o a FRAME HEAD a Y F O FRAM 6 6.085 .075 13 OUTSWING THRESHOLD o z z U 4.586 CHANNEL COVER 6063-T6 050 2.980 2.750 .079 1.489 .750 050 .489 � � Q 1.000 3.000 3.100--�I .650---� 125 11 OUTSWING THRESHOLD SL HEADER SL SILL SL JAMB 6063-T6 60 SIL H 61 66 ADAPTER 22 TUBE MULL 6063-T6 6063-T6 6063-T5 A.LYNN MILLER,P.E. P.E.#58705 HEAD HEAD HEAD HEAD HEADHEAD ZONE"C" tZONE"D"ZONE "D'--tZONE"E"� ZONE"D., ZONE"E"� rRomicrRFVlSED a9-mplyifg with tke no" c ce�aee No I j,125.I-7 x =MINIMUM JAMB ANCHOR LOCATION. eC Q Q _ Q 00 =0 - OD o X O o XX o o O o O XO OR OX o - =ADDITIONAL JAMB Y tV N N N N N N N N ANCHOR LOCATION, H a g ca In g EQUALLY SPACED AS o U REQUIRED PER TABLES O Q 3-7 ON SHEET 9. O o C6 i o V • .•• " " iSIL" � SIL" � SIL" " 4 z • � : ZONE C"� ZONED" ZONE D" ZONEE" ZONED"ZONEE" Z ti' SEE TABLE 3.,SHT. 9 SEE TABLE 4.,SHT. 9 SEE TABLE 5.,SHT.9 SEE TABLE 6., SHT.9 •••• O• 00 1 O: ••: HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢° •!* ..... ZONE-t—ZONE"F" IZ ENE ZONE"D"ZONE"F"�Z,E" }-2 ENE ZONE"F"ZONE"F" ZONE ANCHORAGE SOLUTION Rs* w • Z ' FOR A CONCRETE ' • ' ° OXXO INSTALLATION04 000 ' ' 0 ' ' �jr T- A. 19"x 83 3/4"SIDE LITES"B"AND O U- ® � m oo Q co in m "E"ZONE ANCHORS FROM z z Z z z z TABLE 7,SHEET 9. $ x Z d J $u. O OXO p O XXO OR OXX p O OXXO o a a �C ON N N N N N N PLUS; m Op m m m m B. 71 3/4"x 83 3/4"XX DOOR ZONE "F"ANCHORS FROM TABLE 4, a N o,N C04,SHEET 9, EACH"F"ZONE. �- n R a l SEE ENCIRCLED VALUES,SHEET 9 =tj m y 5 SOLUTION: WN o 0 TOTALS(4)TYPE 1 OR 2 ANCHORS o z z SILL SILL SILL SILL SILL EACH JAMB AND 2+5+5+2=(14) -ZONE-�-- SILL„ "4ZONE� �- SIH" „--�_ SILL, "4ZONE� ZONE- -- SILL �� SILLS "ZONE4 TYPE 1 OR 2 ANCHORS AT HEAD ZONE"F ZONED ZONE F „ „ „ „ ZONE"F" ZONE F „ "E�� SEE TABLE 7., SHT.9 ��E° SEE TABLE 7.,SHT.9 E E SEE TABLE 7,SHT.9 E AND AT SILL. EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4"'XX'DOOR, =ANCHOR LOCATION FOR WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE NOTES: 1.APPROVED ANCHOR TYPES ARE: 1. 1/4"ELCO TAPCONS 2. 1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS ` 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN. O.C. FOR CONCRETE,6"MIN. O.C. FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS(ALL): 131/4" MAX. FROM CORNERS AND 231/8"MAX.O.C. HEAD&SILL OF DOORS:6"MAX. FROM CORNERS,9"MAX. FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C. HEAD&SILL OF SIDE LITES:6"MAX. FROM CORNERS AND 24 3/4"MAX.O.C. 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. A.cYNN't41ILLEft,P.E. P.E.#58705 TABLE 3. X DOORS TABLE 4.XX DOORS TABLE 6. 0 SIDE LITE TABLE 6.XO &OX TABLE 7.OXO, XXO, OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO &QX & OXXO IRODlar,r�RVA - 1. 1/4" ELCO TAPCONS co eriti no Flor> GLASS TYPES A, B,C, D, E GLASS TYPES A, B,C, D. E GLASS TYPES A, B, C. D,E GLASS TYPES A, B,C, D, E GLASS TYPES A,B,C, D, E :m61ng(;td ANCHOR TYPE 2 3,WOOD 1,2,CONC ANCHOR TYPE 2 3,WOOD 1,2,CONC ANCHOR TYPE 2 3,WOOD 1,2,CONC ANCHOR TYPE 2,3,WOOD 1,2,CONC ANCHOR TYPE 2 3,WOOD 1,2,CONC 2. 1/4"ELCO SS4 CRETE-FLEX ExPat c -tn /� &SUBSTRATE &SUBSTRATE &SUBSTRATE &SUBSTRATE &SUBSTRATE MASONRY ANCHORS DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES �m4 i.id a:'-:kP `F4:rv'bFrr;�!`,�-•ts't'65•:s '7C'-25.50 "XK'- 47.75 W ui "O"- 10.75 'X'- 25.50 'X'- 25,50SCREWS(G5) TO 37.50 TO 71.75 _ TO 36.75 TO 37.50 TO 37.50 it tt 4. ENCIRCLED ANCHOR CD EI. A CL 1+ s s s a ij EL tU fa_� W= - W ° W til W b u3 p w � LU a _ � �.., J uj:, ! _ _ _ = r _ = QUANTITIES IN TABLES 4 04 LL J J J J J a J J J J J 'XX' - 47.75 SA J f11 T_ ..t J w ¢ ro , ¢ n .1 ro d m �_ Q m '-' '_' a TO 71.75 W a J d (n d. z 4 m W Q W m a F- S _1 m a rn - N _ _ c„n _ m m a AND 7 PERTAIN TO THE a a m m o m - - m a m o m a m m o r� m m a m W EXAMPLE ANCHORAGE p 2 w w a w i�i a 3 X 3 x �+" S 0 _ � Q w ¢ w SIDE ¢ w w < u� w SIS w ¢ w SOLUTION ON SHEET 8. Vt 2 2 F- NC W r r y�y r W -a 2 '> = LJTE _ = -Qa -Qi 2 LITE _ ^> _ Xx O O �t >� X 5 X N X sc J (A r r r r . , , . . r . r r r . X (n Y; Q. tjo WIDTH x HT. IX X X $ X x X $ WIDTH x HT. X x a x Lu x X Q X WIDTH x HT. O O O O WIDTH x HT. O O X X O O X x WIDTH x HT. O O > 0 0 X 0 J � L6 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 4 2 Fs- 10.75 x 79.75 4 2 4 2 m p 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 jj 83.75 4 1 4 1 83.75 4 2 § 4 2 83.75 4 2 4 2 , W z p 87.75 5 2 7. 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 W 4 2 0 87.75 4 2 p 4 2 p Z F- 2 91.75 5 2 7 412 3 91.75 5 4 7 4, 2 3 91.75 4 1 4 1 91.75 4 2 0 4 2 0 91.75 4 2 �'S 4 2 $ • :063• ..• ... 95.75 6 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 4 .L 95.75 4 2 0 4 2 QQ� ••:• Q: ° � 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 LL 4 2 12.75 x 79.75 4 2 g 4 2 p .... LL ••• 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 W 4 2 d 83.75 4 2 � 4 2 � '•••• �° o a .: 87.75 5 2 7 4 2 3 87.7 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 m 4 2 m 87.75 4 2 4 4 2 q ••••• --I' ' • °• 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 4 2 Fa 91.75 4 2 4 2 _j '.•• • N• •• 95.75 6 2 7 4 2 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 95.75 4 2 x 4 2 iL ••° E- •• A Z• :• a a • 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 19.00 x 79.75 4 3 2 U. • a '�•• +� • 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 W 4 2 0) 83.75 4 3 W 4 2 � ° ,• Z • ° 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 F 4 2 87.75 4 3 0 4 2 �• • 91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 a 4 2 a 91.75 4 3 4 2 = O LL „ Q 95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 4 3 4 2 M 95.75 4 3 ,0 4 2 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.7 4 3 G 4 2 0 21.75 x 79.75 4 3 = 4 2 w C) 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 (� 83.75 4 2 4 2 83.7 4 3 = -4 -2 83.75 4 3 0 4 2 0 a a Q Q 87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.7 4 3 w 4 2 w 87.75 4 3 •f 4 2 4 91.75 6 2 8 4 2 5 91.7 6 5 8 4 3 5 91.75 5 2 4 2 91.7 5 3 Z 4 2 D 91.75 5 3 W. 4 2 0 m to 95.7 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 nj 4 2 uj 95.75 5 3 W 4 2 W ® a f m N N 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 4 2 y 27.75 x 79.75 5 3 m 4 2 m 0`°to" 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 0 4 2 Z 83.75 5 3 � 4 2 F ® o x a 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 4 4 2 a 87.75 5 3 2 4 2 _ U- 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 I j 4 3 w 91.75 6 3 W 4 3 ��'a x o 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 Q 4 3 95.75 6 3 W 4 3 W a z i 35.50 x 79.75 6 31 8 4 3 5 67.75 x 79.75 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 4 3 F' 36.13 x 79.75 6 4 4 3 E 83.75 6 31 8 4 3 5 83.75 6 5 8 4 3 5 83.75 6 3 4 3 83.75 6 4 0 4 3 0 83.75 6 4 Q 4 3 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 7 3 4 3 87.75 7 5 u- 4 3 u" 87.75 7 5 4 3 0 91.75 7 31 1014 3 5 91.75 7 6 10 4 3 5 91.75 7 3 1 4 3 91.75 7 5 = 4 3 0 91.75 7 5 O 4 3 O 95.7 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 v 4 3 v 95.75 7 5 = 4 3 = 37.50 x 79.75 6 3 8 4 3 5 71.75 x 79.7 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 Q 4 3 Q 36.75 x 79.75 6 4 a 4 3 a 83.75 6 3 8 4 3 5 83.75 6 5 9 4 3 5 83.75 6 3 4 3 83.75 6 4 g 4 3 2 83.75 6 4 ua 4 3 Lu 87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 7 3 4 3 87.75 7 5 4 4 3 ' 87.75 7 5 3 4 3 91.7517 3 1014 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.7 7 5 cn 4 3 w 91.75 7 5 4 3 95.751713110 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4' 3 95.75 7 5 4 3 95.751 7 1 5 1 1 4 1 3 A.LYNN MILLER,P.E. P.E.#58705 STANDARDS USED: • GENERAL NOTES:SERIES 720/820 02014 FLORIDA BUILDING CODE(FBC),5TH EDITION DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO *ALUMINUM DESIGN MANUAL,ADM-2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48"TIP-TO-TIP WIDTH •A I S I-S 100-07/S2-2010 BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 47"BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT WIDTH 45-1/4'VISIBLE 45-1/4"VISIBLE WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS as com l yiv VA to LIGHT WIDTH LIGHT WIDTH as eonaFdlr> amt " INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD t 6"MAX. -•"-� 6"MAX. 2"MAX. Br�diil,SHEET 8 F B,SHEET 6 D,SHEET 7 � 2��,id- LITE(CAP)MUST TEMPERED. H,SHEET 9 i� 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS COUNTY APPROVED MASONRY 11y ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS Miami WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I A 95" C C E,SHEET 8 E,SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 SHEET 6 BUCK SHEET 7 SHEET 7 G,SHEET 9 G, HEET 9 HEIGHT UC 4)ALL WOOD BUCKS LESS THAN IAW THICK ARE TO BE — — _ ---- HEIG:�jHT ----'---- " JR.-05/045/16-ADOED MEET 11 CONSIDERED NI INSTALLATIONS.IX WOOD BUCKS ARE � I f 93-1/4" � W SPACERS&��D PARTS•. •�• OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-114' WOOD BUCKS DEPICTED AS 2X ARE I-112"THICK OR 12"MAX. / VISIBLE 12"MAX. / 93-1/4" / VISIBLE • • • GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. I LIGHT O.C. VISIBLE 5"MAX I LIGHT "';•• • •• **some DESIGNED TO PROPERLY TRANSFER LOADS TO THE i HEIGHT LIGHT O.C. HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS / gg" I / HEIGHT I / 96" •• a• • •Y m • THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO BUCK ARCHITECT OF RECORD,(AOR). ! TIPl HEIGHT F ••some •,�• � a • ' HEIGHT ! i p • ••• •• • 0 � 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE ( >_ Mt�'•d- alp N• • BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF . O O SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED I I O . • '�• •g• • ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION • /a .N • J• •�• C� •li• • ANCHORS SHOULD BE SEALED.OVERALL I Z LL Lo L•I j co I •p • SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 6" 4-g .� �-•� 12"MAX.O.C. 6" L.D--j I�- 12"MAX.O.C. y SHEET 9 = U? 0 `S INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEET 6 MAX. SHEET 7 2"MAX � U U X - 6 � THE SCOPE OF THESE INSTRUCTIONS. 5"MAX.O.C. W Z 02 co ON 6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME TYP. FIN FRAME ELEVATION o > p y Z O ED 0 � a � LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT z a z �' O SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING Q LL APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: J THEM BY THE WINDOW. 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK GUIDE TO SHEETS: tO H LU as MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. o� � � l 4S 7)DESIGN PRESSURES: GENERAL NOTES........................ 1 / ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ® V. Z V) N A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................ 1 MEMBERS,SEE FIGURE 1,THIS SHEET. F LU TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS....................... O O Z E1300. DESIGN PRESSURES.................. 2-5 12"O.C. F"" WIDTH --•-{ "• WIDTH W1DTH WIDTH •-{ Q Z J 71 D=S B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE............. 6 MAX. / T I- - - - - - TElli r- "-I I- - Zy N N PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 T T O Q O a ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A..........8 ,j / � � I O LU I`°D INSTALLATION,INT.FIN B...........9 J�� S2 Oc� c� 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 / = I �j I = = X�fl�_jl Lu w // LLOdDESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................11 6'TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST.......... ...................11 Mme' L - J app nsaQ sauas INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: I" _ _-WIpTH�-{ I-+ WIDTH-•-{ �+ WIDTH -•-{ �+- WIDTH ��4,r THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT - r - - r , �� r`- COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPa Description Sh#t = I I SHALL MEET THE REQUIREMENTS OF THE FLORIDA # ti Y` r�iGl//S� •1�\��!,� BUILDING CODE FOR CORROSION RESISTANCE. 1 7/16"Lami(3/46"An-.090"PVB-3116'HS) 2 w i' w i w N w '" 2 7/16"Lami 16"HS-.09(r PVB-3116'HS) 2 = _ll _ 2: 53705 +w 9)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 3 1-1h6"Lami.IG @116"T-7/16"Air-3116"An-.OW PVB-3116"HS 3 L L - --1 L .O = ELCO ULTRACON NON ELCO CRETEFLEX NO&ANSUAF&PA 4 1-1/16"Lami.IG(3116'T-7/16"Air-3/16"HS-.090"PVB-3116"HS) 3 i °. -`+ 16 NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 5 7116"Lem! � -+1 I �-{ I+- •►{ I �{ HB'An-.090"SG-3116"An WIDTH WIDTH WIDTH WIDTH 4 �� '- W T rE OF ! MANUAL. 6 7116"Lami(3/16"HS-.090"SG-3/16'HS) 4 7 1-1/18 Laml.IG /16 T-7/16"Air-3116'An-.090"SG-3/16"An 5 ' �..... .• ' z 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 " " = rs = I i = r''r;` ,°{ ` SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 1-1116'Lami.K3 16"T-7/16 Air-3116"HS-.W SG-3116'HS 5 O O /, c� �/ I r• (r,°. ,,' MAY ALSO BE REFERRED AS THE 701 SERIES. "SG"="KURARAY SENTRYGLAS INTERLAYER"BY KURARAY AMERICA,INC. = 7/ _ i i/ _ f 7 ` `s •t "PVB"="KURARAY BUTACITO PVB INTERLAYER'BY KURARAY AMERICA,INC. A.LYNN MILLER,P.E. P.E.#58705 TABLE Z- A I Ay I Window Design Pressure(+b,psf)forGlass Type 1 Long Side(n) 7/16"LAMINATED 67-718 72 76 80 84 88 92 96 100 104 109-1/2 GLASS STACK 30 +1-80 +1.80 +1-80 +1-80 +180 +1-80 +/410 +1-80 +1-80 +1-80 +/80 32 +180 +1-80 +1-80 +1-80 +/80 +/80 +180 +1-80 +1-80 +/-80 +1-80 .090"PVB INTERLAYER 34 +1-80 +1.80 +/-80 +1-80 +680 +/-80 +1-80 +1-80 +180 +/-79.8 +1-79.4 36 +1.80 +180 +1.80 +1-80 +180 +/-80 +1-79.7 +/-77.2 +1-75.1 +/-73.4 +1-72.2 3116"HEAT STRENGTHENED GLASS 38 +1-80 +1-80 +1-80 +1.80 +180 +1-78.1 +1-75.2 +/-725 +170.3 +/-68.5 +1-86.3 3116"ANNEALED GLASS as compCT Rwilh d D as e��S'�'��1w Flares 40 +1-80 +/-80 +180 +1-79.8 +/-77.2 +1-74.3 +1-71.3 +/-67.9 +185.1 +1-63.4 +/-61.6 4 - Balldh*Code 4. 42 +1-80 +1-80 +1-80 +1-77.4 +174.3 +1-71.3 +1-68.2 +1-64.7 +/81.6 +1.59.8 +1-58.2 11 Aax�pisn®e NO � �} 44 +1.80 +/-80 +1-78.9 +/-75.4 +/-72.1 +1-68.9 +1-65.6 +/-622 +1-59.7 +/-57.5 USED AT CURVED � i 46 +/80 +1..80 +1-77.2 +/-73.8 +1-70.1 +1-66.8 +/83.5 +t-60.3 +/-57.7 FRAME MEMBERS ONLY 29 5/8" d 11-7/8"O.C.MAX. �- - LONG SIDE BY v 48 +1-80 +1-79.3 +1-75.6 +/-71.9 +/-68.3 +1-64.9 +181.5 +1-5&2 GLASS BITE Mi a Product 50 +1-80 +/-77.5 +1-74.1 +1-70.3 +1-66.7 +l-63.1 +/-59.7 1-3 52 +/-79.1 +1-75.6 +/-724 +1.68.8 +1-65.1 +1-61.5 'D 54 +/-77.4 +1-73.8 +1-70.5 +1-67.3 +/-63-5 SHORT a 56 +/-75.8 +1-72 +1-68.6 +1-6,5.3 EXTERIOR SIDE 58 +174.2 +1-70.3 +/M.8 a 20 13 m .... 60 +1-727 +1-68.7 +1.65 ••e •'•••• •• •• 62 +1-71.2 +1.67,1 GLASS TYPE 1 • 64 +1-69.7 +1-65.5 > •.•..• 'e e' X. 66 +141&3 LONG SIDE --►I . .• • 67-718 +/-67 1 1 L T- .... Y •• NOTES: SHORT /�/ W •**so .� • a • 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE %� •••••. .�L �?� • 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. '••• 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 17 •�'• •� •N U. (� !~�I•i• al dtJ O tV CO TABLE DIMENSIONS MAY BE O M • :'W'• ORIENTED VERTICALLY OR p HORIZONTALLY AS SHOWN. = W Lo W to W• Mo1a ' UV XS2 60 TABLE 3: 1- W co O 0 9N+0 Window Design Pressure(+h,psf)for Glass Type 3 O p Z T- r- Lang Side(in) Q Z a Z J ILL O 67-718 72 76 80 84 88 92 96 100 104 109-112 1-1H6"NOM. GLASS STACK 7116"LAMINATED a7 N 30 +1.80 +I80 +1-80 +1-80 +180 +1-80 +180 +180 +1-80 +180 +180 GLASS STACK J Q 32 +1.80 +180 +1-80 +180 +180 +1-80 +1-80 +1-80 +/-80 +180 +180H 3/16"HEAT SHORT `� 10aNS 36 34 +180 +180 +1-80 +180 +180 +1-80 +1410 +1-80 +180 +f80 +1-80 � W +180 +1410 +f80 +180 +180 +180 +180 +180 +1410 +180 +/80 3116"TEMPERED GLASS STRENGTHENED GLASS SIDE ® Nrn Z ir 38 +180 +180 +180 +1-80 +1410 +1-80 +1.80 +180 +1-79.4 +/-76.4 +1-74.3 3116"ANNEALED GLASS �y co I�- 40 +t-80 +1-80 +1.80 +1-80 +1.80 +/-80 +/-80 +176.7 +/-73.5 +170.9 +189 7/16"AIR SPACEH p CO Z 090°PVB 42 +1-80 +180 +180 +1-80 +t80 +180 +1-77 +/-73.1 +1-69.6 +1-66.9 +1$5.2 11 INTERLAYER LL Z W al°'S _44 +1.80 +1-80 +180 +180 +/410 +1-77.8 +174.1 +/-70.3 +1417.5 +/-63.9 a CD 0 46 +180 +/80 +180 +180 +1-79.2 +1-75.4 +1-71.7 +1-68.1 +185.1 5 LONG o Z �C14 .5 48 +180 +180 +1.80 +1-80 +1-77.2 +/-73-3 +1419.5 +1-65.8 USED AT CURVED " SIDE W (D ' N 50 +180 +180 +180 +1-79.4 +1-75.3 +1-71.3 +1-67.5 FRAME MEMBERS ONLY 29 518 X W 3:3.,a GLASS BITE 2 52 +180 +180 +1-80 +1-71.7 +/-73.5 +/-%5 @ 11-7/8"O.C.MAX. LL p 54 +180 +/80 +1-79.6 +1-76 +1-71-8 1-3 ally 1700 1 Sanas 56 +1-80 +1-80 +1-77.5 +1-73.8 ._. 58 +1.80 +1-79.4 +/-75.4 EXTERIOR 60 +/80 +1.77.6 +/-73.5 7s7 21 13 _ I SHORT 62 +1-80 +1-75.8 T1I'r 64 +1-78.8 +/7a SIDE 66 +1-77.2 GLASS TYPE 3 67-718 +/-74.9 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E. P.E.#58705 TABLE 4: Window Design Pressure(+/-,psQ for Glass Types 2&4 Long side(in) 67-7/8 1 72 76 80 84 88 92 96 1 100 104 109-1/2 1 112 116 120 124 128 132 136 140 144 30 +/-80 +1.80 +/-00 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 32 +1$0 +/$0 +1-80 +/-80 +/-80 +l-80 +1.80 +/-80 +1-80 +1-80 +/_80 +1-80 +1-80 +1-80 +1-80 +1_80 +1-80 +1.80 +1-80 34 +1.80 +/-80 +1-80 +/$0 +/-80 +1-80 +1-80 +/$0 +/$0 +1-80 +1-80 +1-80 +1.80 +1-80 +/_80 +/-80 +/-80 FId017UCT REVISED 36 +1.80 +1-80 +1-80 +1-80 +1-80 +1.80 +1$0 +1-80 +1-80 +1-80 +1-80 +/$0 +1-80 +/-80 +1-80 +140 m comPlyins VA%6W Flea ids 38 +1-80 +/.80 +1-80 +1-80 1 +1-80 +/-00 +1.80 +1-80 +1-80 +1-80 +1-80 +/_80 +l-80 +/-80 Building Co& j fj 40 +1.80 +/-80 +1-80 +1-00 +1-80 +1-80 +1-80 +1.80 +1-80 +1-00 +1-80 +1-80 Acteeaca a ' 42 +1.80 +1-80 +1-80 +1-80 +1_80 +1-80 +1-80 +1-80 +1-80 +/-80 +1-80 r•aioat.f 44 +1_80 +1_80 +1.80 +1.80 +/_80 +1-80 +1-80 +1-80 +1-80 +1-80 BY 46 +/-80 +1-80 +1.80 +1.80 +1-80 +1-80 +1-80 +1$0 +180 I+Aia�seit_ °l v 48 +1.80 +1-80 +1.80 +1-80 +/-80 +1-80 +1-80 +1_80 50 +1-80 +1-80 +1-80 1 +1-80 +1-80 +1-80 +1-80 - g 52 +1.80 +1.80 +/-80 +1$0 +1-80 +/-79.1 to 54 +1.80 +1-80 +1-80 +/-80 +1-78.6 a 56 +/-80 +/$0 +/-80 +1-79.1 m •••• 58 +1-80 +1-80 +1-80 °i ' a • � � 0000 •• •• 60 +1-80 +1$0 +1-79.3 v •• • • m 000000 ; '.•• • 62 +1.80 +1-80 a • •• •• 64 +1-80 +1.80 66 +1-80 0000• M � •i 67-718 +1-80 LU ••••' '.�• a �8 NOTES: """ V- •• • ' 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. ' ' 0 •• •• ••, :O 6 0 •• • 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �,•0 a 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • ti apeallo • O N '�' • p4 �• O z a • U_ co Z W 'u.) •r Eeto1Q b • U W d �• v1 _ e QD W IW- Z mg _ 0M 1-1116"NOM. TABLE DIMENSIONS MAYBE a O r t9 GLASS STACK ORIENTED VERTICALLY OR p � O d' Z N 7/16"LAMINATED D ZLONG 0_ Z W HORIZONTALLY AS SHOWN. LL GLASS STACK GLASS STACK J O 090"PVB INTERLAYER 3116"TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS SIDE J Q3116"HEAT STRENGTHENED GLASS f.,.—_ LONG SIDE 3/16"HEAT W 3/1fi"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116"AIR SPACE .090"PVB INTERLAYER / ® Z eddy_; 4 11 SHORT � r!) I- 11 5 SIDE jE t/1 Z USED AT CURVED SHORT ¢ O W 33 USED FRAME MEMBERS ONLY 29 5!8" USED AT CURVED TOT5/8" SIDE F—� U. Z a FRAME MEMBERS ONLY 29 O O O Q 11-7/8"O.C.MAX. GLASS BITE @ 11-7l8"O.C.MAX. GLASS BITE a 0h% 1-3 1"3 LU v X W d d EXTERIOR EXTERIOR LONG SIDE M 20 13 � 75 78 21 134— '�saQ seas GLASS TYPE 2 GLASS TYPE 4 SHORT LONG S1DE %� � SIDE _... SHORT SIDE A.LYNN MILLER,P.E. P.E.#58705 TABLE 5: Window Design Pressure(+h,psf)for Glass 'type 5 Long Side(in) 7/16"LAMINATED 67-718 72 76 1 80 84 88 1 92 96 100 104 109-112 GLASS STACK 30 +901-125.4 +901-120 +901-115.5 +90f-111.5 +901-108.5 +901-106 +90/-104.5 +901-103.5 +901-1025 +901-100.7 +901-97.9 .090"SG INTERLAYER 32 +901-116.9 +901-110.8 +901-105.3 +901-101.6 +gW-98.7 +90/-95.7 +901-92.3 +901-90.6 +901-90.3 +1-89.9 +/-89 34 +901-108.9 +901-103 +901-98.8 +9W-95.1 +901-91.8 +1-88.2 +1-84.4 +/-81.5 +1$0.1 +/-79.8 +!79.4 3/16-ANNEALED GLASS 36 +901-102.6 +9W-97.1 +901-928 +1-88.9 +/-85.5 +1-826 +179.7 +/-77.2 +175-1 +/-73.4 +/-72.2 3/16-ANNEALED GLASS 3g +901-98.4 +gW-92.2 +1-86.7 +1-83.2 +/-80.7 +1-78.1 +t-75-2 +/-725 +170.3 +1-68.5 +/-68.3 as comply I•wkhdi} as caapi with E$t�PIm'ida 40 +901-94.6 +1-88.2 +1.826 +/-79.8 +1-77.2 +1-74.3 +171.3 +1-67.9 +185.1 +/.63.4 +1-61.6 4 11 Buil Code 42 +901-91.3 +1-84.7 +180.7 +/-77.4 +/-74.3 +J-71.3 +1-68.2 +1--64.7 +/-61.6 +/-59.8 +/-58.2 USED AT CURVED A�ptanw 44 +/-K3 +1.82.4 +1-78.9 +/-75.4 +1-72.1 +1-68.9 +1.65.6 +/-62.2 +159.7 +/-57.5 FRAME MEMBERS ONLY 29 5/8" B3ate € 46 +1-85.4 +/.80-8 +/-77.2 +/-73.6 +/-70.1 +1-66.8 +/-63.5 +/-80.3 +1-57.7 Q 11-7/8"O.C.MAX. GLASS BITE LONG SIDE BY v 48 +1527 +/-79.3 +/-75.6 +1-71.9 +/-68.3 +/-64.9 +/-61.5 +1-58.2 �- f,-iaaEaai Pra�uci r fall 50 +/50.9 +177.5 +1-74.1 +/-70.3 +/-68.7 +/-63.1 +/-59.7 1-3 52 +/-79.1 +/-75.8 +1-724 +1-68.8 +1-65.1 +1-61.5 N 54 +!_77.4 +/-73.8 +/-70.5 +1-67.3 +/83.5 EXTERIOR SHORT 56 +/-75.8 +/-72 +1-88.6 +/-65.3 20 13 SIDE 58 +/-74.2 +/-70.3 +1-86.8 . •• 60 +/-727 +/-68.7 +165 GLASS TYPE 5 62 +/-71.2 +1$7.1 • • •• •• • $S +1-6&3 +/-65.5 r-- LONG SIDE -� •••�•• i 0000 •• i• 677/8 +/-67 .. . NOTES: 0060•a •r •Y i • 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1SIDE"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT // � ••.• CO 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. y •• ••: 0� •� o• 0 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. p •• •• • 6 0 r • • 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. } ••• aa4a O tV C7 • 4` ao TABLE DIMENSIONS MAY BE . ;• r-Z(7 NORIENTED VERTICALLY OR O •�•04 o• ? HORIZONTALLY AS SHOWN. Z � LL (0 UU X � o TABLE 6: F_ W m 9Mq Window Design Pressure{+�.,psf)for Glass Type 7 o > p z0 � Lang Side(n) i- t/) LL 87-7/8 72 76 80 84 as 92 96 100 104 los-112 �- Z ri Z 1-1116"NOM. QJ J O 30 +901-130 +901-130 +�-130 +901-126 +901-1226 +901-119.8 +901-118.1 +90/-117 +901-115.8 +901-1127 +9a-109.9 GLASS STACK 7116"LAMINATED _j Q It 32 +901-130 +901-125,1 +9&-118.9 +W-114.8 +901-111.5 +901-108.1 +901-104.3 +90/-102.4 +gp/-102 +90t-101.4 +W-99.7 �` GLASS STACK a F- 34 +90/-123.1 +9W-116.4 +90J-111.7 +9W-107.5 +90/-103.8 +901-99.7 +901-95.3 +901-92.1 +9W-90.5 +1-90 +1-88.6 I SHORT rn f j UJ 7-7-745 36 +901-116 +fir-1098 +901-104.8 +9W-100.5 +90/-96.6 +90153.3 +1.90 +l-87.3 +1.84.9 +1-82.3 +1-81.2 3/16"TEMPERED GLASS 3/16"ANNEALED GLASS SIDE i z W N 38 +90/-111.2 +9W-104.2 +901-97.9 +901-94 +9p/-91.1 +143112 +/-84.9 +/$1.9 +/79.4 +/-76.4 +/-74.3 3/16'ANNEALED GLASS 40 +91Y406.9 +9W-99,6 +9W-93.4 +901-90.1 +1-87.2 +1-84 +1-80.5 +1-76.7 +173.5 +1-70.9 +1-69 7116"AIR SPACE _ a) Z 090"SG INTERLAYER ►- O 42 +901-103.2 +gW-95.7 +9W-91.2 +1-87.4 +/$4 +1-80.6 +t-77 +1-73.1 +1-69.6 +166.9 +166.2 ¢ p of a1a�s 44 +g0l-99,7 +9W-93.1 +189.1 +1-85.2 +1-81.4 +1-77.8 +1-74.1 +170.3 +/$7.S +/-63.9 11 a z 0. c 46 +90/-96.5 +9W-91.3 +187.2 +1-83.2 +179.2 +/-75.4 +/-71.7 +/-68.1 +1.85.1 5 O ��- Z N N _v® NG co 48 +901-93.5 +1-89.6 +1-85.4 +1-81.2 +1-77.2 +/-73.3 +1-69.5 +1-65.8 USED AT CURVED �� SOIDE w W 0 ~ v7 50 +901-91,4. +/-87.6 +1-83.7 +1-79.4 +/-75.3 +1-71.3 +/-67.5 W W a ate' r FRAME MEMBERS ONLY 29 5/8" U Q 52 +/-89.4 +/-85.5 +151.8 +1-77.7 +1-73.5 +1-69.5 GLASS BITE 11-718"O.C.MAX. LL D N 54 +/-87.5 +/-83.4 +1-79.8 +1.76 +1-71.8 1-3 a11r1 •�saq sauag 56 +1-85.6 +1.81.4 +/-77.5 +/-73.8 58 +1-83.8 +1-79.4 +1-75.4 0 60 +/-821 +/-77.6 +1-73.5 EXTERIOR 62 +1-80.4 +/-75.8 a 75-78 21 13 _ I SHORT Il 64 +1-78.8 +1-74 "1 SIDE r-'- 66 +1-77.2 GLASS TYPE 7 67-718 +1-74.9 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. A.LYNN MILLER,P.E. P.E.#58705 TABLE 7: Window Design Pressure(+t-,psf)for Glass'Pypes 6&8 Long Side(in) 67-7/8 72 76 80 84 88 92 96 100 104 109-112 112 116 120 124 129 132 136 1 140 144 30 +901-130 +901-130 +901-130 +901-13D +901-130 +901-130 +901-130 +901-130 +90030 +901-130 +901-130 +9WA30 +90/-130 +901-130 +901-130 +9017130 +90/-130 +9W-130 +901-130 +901-130 32 +90/-13D +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-13D +901-130 34 +901-130 +901-130 +9/-130 +901-130 +9W-130 +901-130 +901-130 +901-130 +901-13D +901-130 +9W-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 PizoDUCT REVISED 36 +901-130 +901-130 +901-130 +901-13D +901-130 +901-130 +901-13D +901-130 +901-13D +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 as complying with the Florida 38 +901-13D +90/430 +901-130 +901-130 +90/-13D +901-130 +90/-130 +901-130 +90/-130 +901-130 +9W-130 +901-130 +9D1-129.2 +901-127.3 Budding Carle 40 +90/-13D + -130 +9W-130 +$0/-130 +901-130 +901-130 +901-130 +901-130 +901-13D +901-126.8 +901-123.2 +9W-122 A°ecpt�neeO 9W 42 +9W-130 +9W-130 +901-130 +9W-13D +9W-130 +901-130 +9W-130 +99-129-3 +901-123.2 +901-119.7 +9W-116.4 44 +9W-130 +901-130 +9W-130 +90t-13D +9W-13D +901-130 +901-130 +9d-124.5 +W-119.4 +90015 1 3Y 46 +901-130 +901-130 +901-130 +901-130 +901-13D +901-130 +90P-126.9 +901-120.5 +901-115.3 >1Riarni Owl-FcAdbacY 66 +9W-130 v 48 +90f-130 +9W-130 +9W-130 +901-130 +9W-130 +901-129.7 +9W-123 +901-116.5 50 +901-130 +901-130 +90/-130 +90/-130 +9W-130 +90/-126.2 +89.4/-119. r g 52 +9W-130 +90/-130 +901-13D +901-130 +901-130 +88.81-123 Q 54 +90/-130 +90/-130 +901-130 +901-130 +88.8/-127.1 a 56 +901-13D +90/-130 +90/-13D +8941-129 ro 58 +90/-130 +901-130 +90/-130 ••••• 6D +g0/-130 +90/-13D +89-6/-129. • • • •• • ••• 62 +90/-130 ++90/-13DD > •• • •• . • • 64 +901-130 +90/-130 • • • • ••• 67-718 +90/-130 �+ •••••• • � A •• NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Q ••±••: 4• •0 a ::• 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. } �.. •� a 11 O d' 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • •• Cif 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 00 ••: V)cep :W o Z 114• 11• m J um-0 Q • _ � r ��iiii r •� • cd�• •• 50 x N o ❑ .: W - 02 CO 5 'ON TABLE DIMENSIONS MAYBE a m - OMQ ORIENTED VERTICALLY OR Z Q Z 1-1/16"NOM. HORIZONTALLY AS SHOWN. F 7116"LAMINATED I�.� LL GLASS STACK 7/16"LAMINATED LONG _1 O to GLASS STACK I l GLASS STACK SIDE Q Q 3116"HEAT STRENGTHENED GLASS LONG SIDE //� i" A90"SG INTERLAYER 3/16`TEMPERED GLASS / 8 c/1 LU ;aays 3h 6"HEAT 3116"HEAT STRENGTHENED GLASS 4— ® Z W 3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE .090"SG INTERLAYER SHORT 3:: c z SIDE O W 4 11 5 11 ___ SHORT Q Z 0LL 0 - a!°'S USED AT CURVED SIDE z 04 04 FRAME MEMBERS ONLY 29 518" USED AT CURVED 5/8" O 0 r °0 FRAME MEMBERS ONLY 29 ' 11-7/8"O.C.MAX. GLASS BITE aQ 11-7/8"O.C.MAX. GLASS BITE V X W a 1-3 1-3 LONG SIDE u- O al�� •�saQ sauas EXTERIOR EXTERIOR /�� 20 13 75-78SHORTLONG za 21 13 SIDE i' SIDE GLASS TYPE 6 GLASS TYPE 8 SHORT �� SIDE . � L A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION `I EDGE OR FRAMING,SEE EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 1/4"MAX SEE NOTE 2,THIS SHEET • a EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE • EDGE DISTANCE PER SUBSTRATE, PRODUCT REVISED DISTANCE as coniIsttricrg svidi t$tc t=lcsricta EDGE SEE TABLE 8,THIS SHEET 8i51 Code DISTANCE ; 6 "Q "' Acceptaaw No �Wa�' " L1/4"MAX a Sat F3ate 1 SHIM 4 !Ely TYP.ANCHOR TYPE, iesn•t Profit EMBEDMENT AND EDGE ` 11 DISTANCE PER SUBSTRATE, SEE TABLE 8,THIS SHEET sees USED AT CURVED • 11 EXTERIOR •• •*see • •• . • 29 FRAME MEMBERS ONLY •� . - 3 • @ 11-718"O.C.MAX. CONCRETE/CMU ° , > •••..• • • • PER ANCHOR VISIBLE LIGHT WIDTH= 5 • ' •• •••• • REQUIREMENT WINDOW BUCK WIDTH-2-3/4" • • •••• ••• • WINDOW BUCK WIDTH CONCRETE/CMU • • •f7 •Y m • WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR W 0000 • c • EXTERIOR � 000000 REQUIREMENT ••• r HEIGHT a 1/4"MAX.SHIM HORIZONTAL SECTION A-A } �a:;Ot 'e a o 'N• • 0 44 :t� . TIP-Tp-TIP O M • d ia •d • � WINDOW #12 STEEL J•4 tb•m Cs W 9 r1 HEIGHT VISIBLE SELF-DRILLING SMS Z U- to LL tD '� o1Q •p 0 TABLE 8: = Ltl � v- LLI• C LIGHT (G5),SEE TABLE 8, Min,Edge Max O. . D HEIGHT= THIS SHEET Anchor Substrate Min.Embedment V U x — rn p WINDOW Distance Spacing W — 0 2 00 oN BUCK P.T.Southam Pine{SG=0.55} 8/18" 1-3/8" 12 O W m Y HEIGHT- Aluminum,6063-T5 min. 318° 0.083"* 12' > O Z x- 2-3/4^ INSTALLATION #12 or#14 410 SS Screw A Steel 318" 0083"• 12' Z fL Z O r- METHOD D Steel Stud,Gr.33 min. 318" 0.045 18 Ga 12" � Q INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9/18" 1-318" 12' co UNDERNEATH THE Aluminum,8063-T5 min. 3/8" 0.063"* 12" J Z #12 or#14 Steel Screw(G5) ¢ O BEADING A36 Steel 31W 0.063"* 12" m F- EXTERIOR w � i= /aaifS Steel Stud,Gr.33 min. 318" 0.045"(18 Ga)* 12' ® Z Ungrouted CMU,(ASTM 0-90) 2-1/2' 1-114" 12" MIAMI-DADE APPROVED MULLION 1/4'410 SS CreteFlex Concrete(min.3.35 ksl) 1" 1-3/4' 12' Q Z 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.2.85 ksl) 1" 1-3/4" 12" M p U) a o 6 STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, 1!4'Steel UlUacon Concrete(min.2.85 ksl) 2-1/2' 1-31W 12' LL Z_ Z Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4 12- O W N N TABLE 8,THIS SHEET Grouted CMU,(ASTM C-90 2-1/2" 1-314 12" C9 �00 6 �1/4"MAX SHIM Concrete(min.3.5 ksi) 1-1/4" 1-3l4" 12' w X Z d p 5116"Steel Ukracon Grouted CMU, ASTM C-90 2-1/2- 1-314 12- rJ 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. L' L" 1X WOOD BUCKSTRIP, al/� osaQ sauas SEE NOTE 2,THIS SHEET Is CONCRETE PER - EMBEDMENT + , •d a ' ANCHOR INSTALLATION NOTES: REQUIREMENT • 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE - t I Q EDGE • TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"W ARE 1-1/2"THICK OR GREATER. 6 t S ALLATION INT I"- DISTANCEAND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 r • 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F DISTANCE NOTE 2,THIS SHEET WQODTHIS S EMBEDMENT 1X EMBEDMENT SEE NOTE 2,THIS SHEET a • a INSTALLATION 114"MAX 7 TYPE E ~> EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE ` :° DISTANCE pRtw-CT RE SED EDGE .p 'A 6 SEE TABLE 9,THIS SHEET as c with dw Flmwa DISTANCE ` Hra7ding CQ& o Acrept�nF3o��0'��p � . LI/4•MAX 2 l3aae 2 SHIM ° 4 4 1i iotaect TYP.ANCHORTYPE, EMBEDMENT AND EDGEIJ ° DISTANCE PER SUBSTRATE, 11 SEE TABLE 9,THIS SHEET 11 EXTERIOR •• ° .'... v m •••• USED AT CURVED 4 11 • > • • • EXTERIOR 29 FRAME MEMBERS ONLY <�, • ••• •••• '• • 11-71W O.C.MAX. VISIBLE LIGHT WIDTH= � 5 , ° •• u CONCRETEICMU • PER ANCHOR I l WINDOW BUCK WIDTH-2-3/4" m • •• • • REQUIREMENT �— WINDOW BUCK WIDTH00• • CONCRETE/CMU UJ •0000• •� •Y tb WINDOW PER ANCHOR >_ co BUCK HORIZONTAL SECTION C-C REQUIREMENT � '•:": • . ••• 110 HEIGHT " O •• •• 1/4 MAX.SHIM •It •0) C3. • �- •i•tt a}ep 0 N GO #12 STEEL 064Of SELF-DRILLING SMS 0 • j ••W•• �• VISIBLE (G5),SEE TABLE 9, 0 :.j•N tl p••Z • LIGHT THIS SHEET TABLE 9: Z T- U. cfl W 4 HEIGHT= ` Min.Edge Max O.C. = W `- D 6 W• Anchor Substrate Min.Embedment U V X — o O WINDOW Distance Spacing W Z 02 00 ou BUCK P.T.Southern Pine(S - . 9/16" 1-3/8' 12" F_ LU m 0 0 9Mo HEIGHT- #12 or#14 410 SS Screw Aluminum,6063-T5 min. 318' ** 12" Y 2-3/4• INSTALLATION A36 Steel 3/8" 0.063 12• z a z 0 TYPE H Steel Stud,Gr.33 min. 318" 0.045"(18 Ga)• 12" H Z O P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" 12° g O EXTERIOR #12 w#14 Steel Screw(G5) Aluminum,6083 M min. 318" 0.083"' 12• Q 1- A38 Steel 318' 0.063"' 12" Steel Stud,Gr.33 min 318• 0.045"(18 Ga)• 12' ® t j J }aay5 rl Ungrouted CMU,(ASTM C-90) 2-112* 1-1/4" 12" Z FQ. MIAMI-DADE APPROVED MULLION V4.410 SS CnsteFlex Concrete(min.3.35 ksi) 1" 1-3/4" 12• '3j 21 (SEE SEPERATE NOA),ALUMINUM, F 0 Z Z STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksi) 1" 1 314 12" O a as B SEE SUBSTRATE PROPERTIES, Concrete(min.Z85 ksi) 2-1/2' 1-3((r 12" •s Z UJ ? S 114'Steel Uftraeon Ungrouted CMU,(ASTM C-90) 2-112' 1-1/4" 12" p J p O TABLE 9, THIS SHEET Grouted CMU ASTM C-90) 2-112' 13/4" 12" r J n 5 < 1/4"MAX SHIM Concrete(min.3.5 ksi) 1-114' 1-314* 12" w O ¢ 5116'Steel Ultraeon Grouted CMU, ASTM C-90 2-112' 1314" 12" U X = a. � w o_o_ MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. �+ 1X WOOD BUCKSTRIP, a?}?� •asap saua5 SEE NOTE 2.THIS SHEET CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: REQUIREMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. a S •4 ' INSTALLATION a • 4< 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2-.1X WOOD BUCKS ARE TYPE F I+-- EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X"ARE 1-112"THICK OR GREATER. (/� 6► DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING F SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. ` VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE DISTANCE DISTANCE 1!4"MAX EDGE DISTANCE —�{ INSTALLATION SHIM PRODUCT REVISED TYPE I 02x WOOD BUCKSTRIP O as cwnplyiag wig d�t;t� 2X WOOD BUCKSTRIP OR FRAMING,SEE Building Code OR FRAMING,SEE NOTE 2,THIS SHEET Aweptwm No* Q��. NOTE 2,THIS SHEET Jam+ 1!4"MAX i 19 TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, EMic»iP'm u�iC�t 4 6 SEE TABLE 10,THIS SHEET g 04 EMBEDMENT 11 3 EMBEDMENT ca USED AT CURVED •"". EXTERIOR 29 FRAME MEMBERS ONLY a : ' •••• •. .. 11-7/8"O.C.MAX. •• •000 •• . ' 0 00 0 so fxl 001090 1 EXTERIOR " • .... ;`� .Y m • WINDOW 4 11 LLI ••...' a y may.. BUCK VISIBLE LIGHT WIDTH= 5 >� ••0••� .� ? • HEIGHT WINDOW BUCK WIDTH-2-314" •. s• . O �• • r ts 1/4"MAX.SHIM �-+� WINDOW BUCK WIDTH • • aao0 0 000• N -A � •�i•-7 N' • VISIBLE INSTALLATION HORIZONTAL SECTION E-E z �.. • Mo Q Hei�hT= TYPE L z ui v� g LU U WINDOW X - o m 0 W O = 9MQ BUCK #10 STEEL F- wC) > O Oe O HEIGHT- SELF-DRILLING SMS 2-3/4" (G5),SEE TABLE 10, Z n- Z THIS SHEET LL TABLE 10: O Min. Edge Max.O.C. Q o0 Anchor S►nbs5ate Distance S cl 2-112"x.113"Box Nell P.T.Southern Pine SG=0.55) 5/16" 5" ® z ►aa�rs 2-1/2"x.131"Common Nall P.T.Southern Pine SG=0.55) 318" 5"' 21 2-112"x.145'Road Nail P.T.Sauthem Pine SG--0.65 318" 5" O 4 ~ P.T.Southern Pine SG=0.55 1/2" 6" Z g 2X WOOD BUCKSTRIP EXTERIOR 0,093"Aluminum,6063-75 min. 6116" 6" ¢ -"I-� al°'s OR FRAMING,SEE #10 x 1"Steel ScreW LL Z R NOTE 2,THIS SHEET 1115'A36 Steel 5/1E' 6" d 3: ~ OC) 5 1/4"MAX SHIM 0.045" 18 Ga Steel Stud,Gr.33 6116" 5" O Z 11-00 MIAMI-DADE APPROVED MULLION MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (SEE SEPERATE NOA),ALUMINUM, f U XX Z n a STEEL FRAMING OR STEEL STUD. L SEE SUBSTRATE PROPERTIES, r-w, •osaQ lsemasl INSTALLATION TABLE 10,THIS SHEET TYPE J EDGE DISTANCE INSTALLATION NOTES: TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �+— EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1l2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING _ .... r VERTICAL SECTION F-F JURISDICTION. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, FOR THIS INSTALLATIONt ANCHORS MAY BE NO � METHOD ONLY, 1/4"MAX • MORE THAN 6"O.C.ANCHORS MAYBE NO EMBEDMENT SHIM e MORE THAN 6"O.C. 1 1X WOOD BUCKSTRIP,SEE °• o a• PRODUCT REVISED T T 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET ns Complying,vvgt!?a ft Ftgids OR FRAMING,SEE ° ,.. 13ailding CO& NOTE 2,THIS SHEET expim fion Dare �1/4"MAX • ° TYP.ANCHOR TYPE,EMBEDMENT AND *. 3 SHIM EDGE DISTANCE PER SUBSTRATE, By 4 TYP.ANCHOR TYPE, 6 SEE TABLE 11,THIS SHEET Ati�n" ade Fri"Ce a• EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 11,THIS SHEET EDGE • USED AT CURVED DISTANCE (�4HN � ' � ° �' • ••••• EXTERIOR 29 A. FRAME MEMBERS ONLY EDGE x • • •••• .• .. @ 11-7/8"O.C.MAX. 'a °.i DISTANCE •• • .• CONCRETE/CMU 11goo*** PER ANCHOR Lij a •••• •. .; M Y 9d • WINDOW REQUIREMENT I 4 11 CONCRETE/CMU •6908• � • . BUCK I VISIBLE LIGHT WIDTH= r� PER ANCHOR Rj N HEIGHT 1/4"MAX.SHIM I'� WINDOW BUCK WIDTH-2-3/4" REQUIREMENT :i;:�; • •O .. O .. •fD EXTERIOR WINDOW BUCK WIDTH • • aaq[1 yn •� •@•.'--) Q- . LIG�� INSTALLATION TYPE O HORIZONTAL SECTION G-G z •. 0 . µo o g• HEIGHT= FOR THIS INSTALLATION U (W,) X to a • WINDOW METHOD ONLY, TABLE 11: LU Z O 0 'Ont BUCK ANCHORS MAYBE NO ~ W m O HEIGHT- Anchor Substrate Min.Edge Min.Embedment Max.O.C. o > Y (-q OMo 2IGH • MORE THAN 6"O.C. Distance S ci r- Q O O P.T.Southern Pine SG=0.55) 9/16" 13/8" z Z 0_ Z LL #12 STEEL #12 or#14 410 SS Screw Aluminum,6063-TS min. 3/8" 0.063"* • 6" 90 St SELF-DRILLING SMS A36 Steel 3/8° 0.063"' 6" _j M Steel Stud Gr.33 min. 3/8" 0.045" 18 Ga • 6" Q {G5),SEE TABLE 10, P.T.Southern Pine SG=0.55) 9/16" 1-3l8" 6" N aaa4; THIS SHEET #12 or#14 Steel Screw{G5) Aluminum,6063-T5 min. 318" 0.063"• 6" rn Z Z A36 Steel 3/8" 0.063"*- 6" O 0 U) 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 318" D.045" 18 Ga 6" O Q Z EMBEDMENT AND EDGE Ungrouted CMU, ASTM C-90 2-112" 1-114" 12" p � a oa 6 DISTANCE PER SUBSTRATE, ID 1/4'410 SS Crete lex " " ¢ Z -� I S SEE TABLE 11,THIS SHEET Concrete{m .3.35 ksi) 1 13/4 12" u Q 5 MIAMI-DADE APPROVED MULLION Concrete min.2.85 ksi 1" I V4" 12" O r j h �1/4"MAX SHIM Concrete min.2.85 ksi 2-1/2" 1-3/8' 12" m Z_ 0 00 (SEE SEPERATE NOA),ALUMINUM, 1/4"Steel Ultracon w LU U routed CMU,(ASTM C-90 2-1/2" 1-1l4" 12" � a s STEEL FRAMING OR STEEL STUD. X Z SEE SUBSTRATE PROPERTIES, Grouted CMU ASTM sl) 2-1/2" 1-wr 12" " Concrete min.3.5 ksi 1-114" 1-314 12` a� •�Q sauas LL INSTALLATION TABLE 11,THIS SHEET 5118 Steel Uitrecon " Grouted CMU, ASTM C-� 2-1/2" 1-3/4 12" TYPE N 1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2,THIS SHEET INSTALLATION NOTES: EMBEDMENT 'a 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. a - 4 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE ; OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED ASW ARE 1-112"THICK OR GREATER. 6 a EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING DISTANCE JURISDICTION. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 4' T� PRODUCT REVISED Building CO& �cc.�ptanaa� Er p iratioa DaW FAV t�?t• ► rseiC . Q ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE & EQUAL-LEG FRAMES FOR FIN FRAMES .. • . ••••• , cr3Y �+ •• Uj • ,••• •�• •U��' ANGLED/CURVED ANGLED/CURVED D •• ••• �• • w FRAME ASSEMBLY FRAME ASSEMBLY a}D 0 co 44 c • 90"CORNER 90°CORNER 0 FRAME ASSEMBLY J I FRAME ASSEMBLY J z ,{e �; • 5 :1O ! I zUS.U) tL W �T MDJG = LL V— of . ! 1 U () X0.• 10 I 10 I W z O 2 5 ON I ! I o H W m Q UjUj JMQ ALL CORNERS TO I ! ALL CORNERS TO I > cj Y Z Z Z a Z USE GASKET I , USE GASKET I O 0 o O i AND/OR SEALANT ! / AND/OR SEALANT `- f- O LL O I ! g i 0 o EQUAL-LEG FRAME o ¢ z ® U) (n }a FLANGE FRAME 0) Z O c.� EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR O (D Z AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS ¢ 0 D "to-ISFLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT U. Z OSCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS 0 3: IX N N o t,°° UJ O as E: in al?rl asaQ sauaS s A.LYNN MILLER,P.E. P.E.#58705 TABLE 8: 2.784" 2.784" 2.784' 084" .094" .094" -+��— Item PGT Part# Description Material # H 062" .074" .062' .074" .062" 1 4253C Flanged Frame Alum.6063-T5 1.375" 1.375" 1.875" PRODGICFtV1 2 4285 Equal-leg Frame Alum.6063-T5 500 .438" .500" 438" 3 4256 Integral Fin Frame Alum.6063 T5 as g 1.000"500" -llf —'_IIS .050"xo.00s° A Yah 1 `Z 4 4255 7/16°Lami.Glass Beading Alum.6063-T5 1.125" Fx Dade ' FLANGE FRAME O EQUAL-LEG FRAME j r�� 077^ 5 4254 I.G. Glass BeadingAlum.6063-T5 � #4253C, 6063-T5 2 #4285, 6063-T5 6a 4270 Installation Fastener Cover Alum.6063-T5 6b 4224 Installation Fastener Cover Rigid PVC 3 FIN FRAME #4256,6063-T5 � 10 70589C Gasket(at 900 comer joints) Polyethylene or 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65+/-1 �—}-I 1.206" f-*— -346" JR-05/05/16-ADgf"jHIS SHEET 13 Dow 899, GE 7700 Silicone or Equiv. —�-{ 1'037" [,,*— WITH SPACERS& OV6D PARTS. 20 71652K Setting Block, Mono. 3(16"x 7/16"x 40 Neoprene, Duro.85+/-1 •875" 875" ' '• • 21 71704AK Setting Block, I.G.3/16°x 1-3132"x 4° Neoprene, Duro.85+1-1ago �� ,050" 1 '050` 050` ..•• M 29 #6 x 1-114°FH SMS Stainless Steel ° �� LASS INSTALLATION w �••••� �c�'•� ^� • 30 781PQX #8 x V Quad PH SMS Stainless Steel 3/16 &1/4 I.G.G > • GLASS BEADING O BEADING 6a FASTENER COVER O �.. #4258, 6063-T5 #4254,6063-T5 #4270, 6063-T5 "4 0•�- aaoQ O • (9 N • 1Y °D 0 + U)• � a c7 • &W• Z1 O• Cm�6 Lo AL � vxo a V)- i = LL r • Uta XN O 0' ALUMINUM W Z 02 Co 5 -074 SILICONE 4AN ELT BUM REI!GLASS EMENT POLYISO- DESICCANT FILL AREA c► uJ m Y O LU ��a STRUCTBUMENE o > Q O O W SILICONE 5/16" S� 5/16"NOM. r Z d Z F- O O STRUCTURAL 3/16"NOM. pOLYISOBU C T 114"NOM' BUM& SILICONE SEAL g ROLL-FORMED ..i 0 WITH DESICCANT DESICCANT Z DESICFOAM STAINLESS STEEL--\ Q EXT.GLASS EXT.GLAEXT.GLASS ® Iad4 rn Z Z EXT.GLASS O O Co Z IL d Z � afDos INT.GLASS LASS IN INT.GLASS 0 ?y L1J N N oc � ti ao 75 KCDISPACE le SUPER n DURASEAL® 78 XL EDGEm `�' `X o as 4SG TPS SPACER®NTSPACER SPACER SPACER a, ,Q°Q TABLE 10: Part# Description Material t 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXT With Hot Melt Butyl See this 77 Quanex Duraseal Spacer Sheet for Materials 78 Cardinal)4..Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8970 A.LYNN MILLER,P.E. P.E.#58705 5116"LAMINATED 7116"LAMINATED GENERAL NOTES: SERIES 740 DESIGN PRESSURE RATING IMPACT RATING GLASS STACK GLASS STACK IMPACT-RESISTANT FIXED CASEMENT WINDOW VARIES, RATED FOR LARGE&SMALL BY KU UTACITEPVB { "SG ,INC. RAY SEE SHEETS 6-10 MISSILE IMPACT RESISTANCE 118°ANNEALED BY KURARAY 3116"ANNEALED OR AMERICA,INC. GLASS* AMERICA,INC. HEAT-STRENGTHENED 3/16"ANNEALED OR 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY I v8"ANNEALED GLASS I HEAT-STRENGTHENED WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 60"WIDTH EXTERIOR GLASS EXTERIOR 38 GLASS INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53"VISIBLE LIGHT WIDTH(DLO) Gj I ___T a I —� 2}SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE4„MAX �_ r�B,SEE SHEET 2 I 11/16""IG SS I 1111 TE 35 BI GLASS DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST 4"MAX. I1 1 TEMPERED. iI I 19"O.C.MAX. 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE I IF JAMB IS 32 50 ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. OVER 60". MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN GLASS TYPE 1 GLASS TYPES 2&3 PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE r— -----------------__ 718"NOM 718"NOW. WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. I GLASS STACK 5/16`LAMINATED GLASS STACK 7/16'LAMINATED 4}ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE 69" A I / SHEET 2 76" GLASS STACK GLASS STACK CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE VISIBLE I HEIGHT 118"ANNEALED 3116"ANNEALED OR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. LIGHT I GLASS HEATSTRE GTRLR GLASS WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. HEIGHT I / 7/16"AIRSPA 1!4"AIRSPACE • I`®_� .. 090"BUTACITE .090'SG"19gKft1RARAY ••• i• 1X AND 2x BUCKS(WHEN USED)SHALL BE DESIGNED TO (DLO) 118"ANNEALED OR PVB BY KURARAY 3116"ANNEALED PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK I TEMPERED GLASS AMERICA,INC. GLASS • AMERIa INC. • DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 118"ANNEALED 89 g"ANNEALED OR� •• % • 38 ENGINEER OR ARCHITECT OF RECORD. i 23"O.C.MAX. GLASS •.PEAT-STRENG� TFW.NED GLA% IF JAMB IS EXTERIOR EXTERIOR • • • • •i 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND I 60"OR LESS. •••••• • WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT j i 1/16"GLASS •117'16"GLA6S 37 BITE 37 •• BITE a s EMBEDMENT AS SPECIFIED ON TABLE 3,SHEET 4.NARROW •••• • JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 1 1 • • •• •• INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL Lib • 23"O.C.MAX.IF 19"O.C.MAX.IF • SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OFHEAP OR SILL HEAD OR SILL 50 s 60 :000:0 " •• INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE IS 60"OR LESS. IS OVER 60". 32 32 • • SCOPE OF THESE INSTRUCTIONS. •• • 0*0 0 •• • GLASS TYPES 4&5 GLASS TYPES 6&7 :0440:• 6}SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TYP° ELEVATION OF FIXED CASEMENT WINDOW 718'NOM. •• THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS GLASS STACK 7/16"LAMINATED CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY GLASS STACK OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS TABLE 1: IMPOSED ON THEM BY THE WINDOW. 3116"ANNEALED OR Glass Types Sheet# 114°AIRSPACE -"-HEAT-STRENGTHENED GLASS 7)DESIGN PRESSURES: 3116"TEMPERED Or .090"DUPONTSG 8Y A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST " Lami{118 An-.090"PVB-1/8 An 6 GLASS —KURARAY AMERICA,INC. 1 5/16 PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. ) 39 3116"ANNEALED OR B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, 2 7/16" Lami(3/16 An-.090"SG-3/16 An) 8 HEAT-STRENGTHENED GLASS STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS 3 7/16"Lami(3/16 HS-.090"SG-3116 HS) 9 EXTERIOR I PER ASTM E1300. 4 7/8" Lami.IG(1/8"An-7/16"Air-1/8"An-.GW PVB- 1/8'An 10 � I 11/16"GLASS 5 7/8" Lami.IG(1/8"T-7116"Air-1/8"An-.OW PVB-1/8"An 7 37 BITE ti)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE 6 7/8" Lami.IG(3/16"An-1/4"Air-3/16"An-.090"SG-3/16"An 8 1 REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE 7 718"Lami. IG(3116"An-114"Air-3/16" HS-.D90"SG-3116" HS .9 71 HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 8 7/8"Lami. IG(3/16"T- 1/4"Air-3/16"An-.090"SG-3116"An 8 60 PRODUC•F REVISED LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 9 17/8"Lami. IG(3/16"T-114"Air-3i16"HS-.090"SG-3116"HS 9 32 as emptyMs"to Fkdh ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT "PVB"=BUTACITE PYS INTERLAYER BY KURARAY AMERICA,INC. Bti WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE "SG"=SENTRYGLAS NTERLAYER BY KURARAY AMEGLASS TYPES 8 &9 Oce ptsaee N, REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR RI�+ K . g4peration Dam2�8 CORROSION RESISTANCE. ti1� � � A •,,, (., /`, Revised 8y: Dote: Revision B: `�. ADDED SPACERS TO 13y ;. rase JR 05/05/16 SHEET 11. Mimi ade Primo 9}REFERENCES:TEST REPORTS FTL-7063,3579,3580,3724; GENERAL NOTES.............................1 `Ci ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS ELEVATION............... h� Revised By: Dote: Revision A: FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN GLAZING DETAILS........................... 1 MANUAL. INSTALLATION................................. 2 .� . �' , • O-�. ASSEMBLY TUBE DETAILS.............3 ` L+s` Description: Drown By: STANDARDS USED: ANCHOR SPECIFICATIONS............ 4 ( j GENERAL NOTES & ELEVATION J ROSOWSKI ANCHOR QUANTITIES.....................4-5 r 0le- - •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION = �r"nt ;ZY ,'3 1070 TECHNOLOGY DRIVE Title: Dote: •ASTM E1300-04 DESIGN PRESSURES...................... 6-10 ff�3 FLIUP��. N. VENICE, FL 34275 ASSEMBLY DETAILS/BOM.............. 11 �: . .... ...• ; ; FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION �iy r . 1 P.O. BOX 1529 •ALUMINUM DESIGN MANUAL,ADM-2010 �/J`-rite(0+t r 4;' NOKOMIS, FL 34274 Series/Model: Scofe: Sheet: Drawing No. Rev: •A1SI-5100-07/S2-2010 A LYNN�IL1ER,P.E. P.E.#56705 CERT. OF AUTH. #29295 CA-740 NTS 1 OF 11 MD-CA740F-LM B INSTALLATION EDGE INSTALLATION INSTALLATION EDGE DISTANCE OPTION 1 DISTANCE OPTION 2 CONCRETE/CMU INOSTTALILATION INSTALLATION ANCHORS INSTALLATION PER ANCHOR ANCHORS DIRECTLY ANCHORS DIRECTLY INTO 2X WOOD. REQUIREMENT EMBEDMENT INTO MASONRY. BUCK WIDTH INTO METAL. TYP.ANCHOR • ° 1(4"MAX TYPE. SHIM EMBEDMENTAND f AS REQUIRED #12 STEEL EDGE DISTANCE ° ;4 4 PER TABLE 3, 2 PER SUBSTRATE, 3 SHEET 4 SELF-DRILLING SEE TABLE 3, SMS,SEE TABLE 3, AS REQUIRED 1 SHEET 4. SHEET 4. PER TABLE 3, 2 SWEET 4 •: DADE APPROVED 3 EDGE ° •° `. MULLION,ALUMINUM, DISTANCE °• STEEL FRAMING OR _I 38 39 STEEL STUD. 35-37 EMBEDMENT 1 VISIBLE LIGHT WIDTH(DLO) 1 EXTERIOR 0000 70 WINDOW WIDTH ; V°• •••••• 4OPT ••• -•• • �• • • ONAL FLANGEE@HEA°D,, HORIZONTAL SECTION A A 000000 ; ••.• ';• SILL&JAMBS 04,40•00 SEE DETAIL _ see* • • : • •; Al,BELOW NOTES: 04040••40 ;••400• 40 4040• 00 0000 • 40 1) • NOTES: VISIBLE L16H�T•FORMWLfC$40 •• 0 WINDOW WHEN INSTALLING ••—•�_� • HEIGHT 1}USE ONLY SUBSTRATE APPROPRIATE / COMBINATION UNITS, WIDTH:WINDOW WIDTPI"7 ' sea ,** VISIBLE ADDITIONAL INSTALLATION HEIGHI.:WUDW HEIGHT-7 0 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. / / / ANCHORS MAY NEED TO BE 4, 040 • •. ;• HEIGHT FOLLOW EMBEDMENT AND EDGE / / 10"MAX INSTALLED THROUGH THE • 0 0 0 0 0• (DLO) DISTANCE LIMITS.ANY INSTALLATION / / 0 0 BUCK OPTION SHOWN MAY BE USED ON ANY WINDOW FRAMES AT 10"MAX. 0•• : •••40 o •• •• HEIGHT SIDE OF THE WINDOW. FROM EACH SIDE OF THE FRAME • 0 0 EXTERIORi- ASSEMBLY TUBE CENTERLINE. / a SEE TABLE BELOW: 2)ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X I / Ad�tional Anchors Required on each INSTALLATIONS.1X WOOD BUCKS ARE 10"MAX. —� �+— I Side of the Frarne Assembly TUbe(FAT) OPTIONAL.UNIT MAY BE INSTALLED l Window Anchor Type DIRECTLY TO SUBSTRATE. WOOD BUCKS I-—� SEE DETAIL A2,BELOW LL Wsith A B,C&D DEPICTED AS 2X ARE 1-112"THICK OR 1 97"-27-9" 0 0 GREATER.1X AND 2X BUCKS(WHEN USED) SHALL BE DESIGNED TO PROPERLY 23"-25.9 0 1 TRANSFER LOADS TO THE STRUCTURE. _ 26"+ 1 1 WOOD BUCK DESIGN AND INSTALLATION Q Window Anchor Type 38 39 IS THE RESPONSIBILITY OF THE ENGINEER u- Hetet A� B,C&D OR ARCHITECT OF RECORD.MAXIMUM 17"-92.9" 0 0 3 SHIM THICKNESS TO BE 114"• 23".25.9" 0 1 1 DETAIL 26'+ 9 1 DETAIL PRODUCT REVtSiED 4 Al A2 as complying with do Fkdb A"a;ta»mo IG 0ri2q•22 1X WOOD Epee tars Revised By. Date: Revision 8: BUCKSTRIP, SEE NOTE 2, W. BY Miami pry{ DoIE THIS SHEET. Revised By: Date: Revision A: TYP.ANCHOR TYPE, 1/4"MAX SHIM EMBEDMENT AND EDGE a DISTANCE PER SUBSTRATE, °° •° °, (� Description: Drown By: SEE TABLE 3,SHEET 4. ` •° ` " EMBEDMENT GENERAL NOTES & ELEVATION J ROSOWSKI CONCRETE .. ., PERANCHOR ° 4 "4 " - 1070 TECHNOLOGY DRIVE Title: Date: INSTALLATION OPTION 3 REQUIREMENT °, . • N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 P.O. BOX 1529 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B NOKonnls; FL 34274 Series/Model: Scale: Sheet: Drawing No. MB 1X BUCKSTRIP INTO MASONRY. A.LYNN MILLER.P.E. CERT, OF RUTH. #29296 CA-740 NTS 2 OF 11 M D-CA740E-LM P.E.#58701 PRO FIXED CASEMENT (0) FIXED CASEMENT / CASEMENT (OX) AWNING / CASEMENT/ FIXED CASEMENT (XXO) mreu tj& Bualding lcb& A,,CPWM No FIGURE 1: FIGURE 2: 740 SERIES J,� ; ' Daft 1 , AWNING Lay WINDOW' mi n Da&-Prisdust tt CC \ D FRAME f WINDOW / / / �_ASSEMBLY HA HEIGHT �� 10-,SEE NOTE 7, D TUBE FRAME ASSEMBLY TUBE NOTES: m THIS SHEET 1)DIMENSIONS SHOWN ARE g 740 SERIES / TIP-TO-TIP DIMENSIONS FOR EACH J CASEMENT INDIVIDUAL WINDOW.FOR SIZES NOT LL WINDOW r / WINDOW' / SHOWN,ROUND UP TO THE NEXT O r ` / AVAILABLE WIDTH OR HEIGHT h WIDTH 740 I 740 DIMENSION SHOWN ON THE TABLES. z° Q SERIES FRAME E FIXED ASSEMBLY CASEMENT �� FRAME 2)ANY 740-SERIES PRODUCT CASEMENT TUBE WINDOW' ASSEMBLY�� (CASEMENT,AWNING OR FIXED —J o WINDOW E TUBE CASEMENT)MAY BE ATTACHED TO J Q �L i 740 SERIES THE FRAME ASSEMBLYTUBE.FOR • • ALL WINDOWS,USE THE WINDOWS cc • • Q ' e+ • •• CASEMENT / NOA FOR ANCHORAGE,SIZE AND y " • • Q ' WINDOW `� DESIGN PRESSURE LIMITATIONS. ••• •• 0• .�' C) • .• •• K 0.000• \ 'SEE PRODUCTS NOA FOR W 'O m CI. ' INSTALLATION SPECS 3)ALL WINDOWS IN THE 0 ••• . © 0 •0 COMBINATION UNIT MUST BE ABLE TO •1� +G+ 740 SERIES INDIVIDUALLY COMPLY WITH THE 0 �., • FIXED EXTERIOR �' REQUIREMENTS OF THEIR .�: �, '; CO. • CASEMENT n_ RESPECTIVE NOA. o J F, _m `J lee , ' • �n • / 4)FRAME ASSEMBLY TUBE TO BE Q • ra —• m Z •• :. 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN . • `m • AWNING CASEMENT DETAILS,WITH MIN.#12 X 1"SHEET Co. , :• •: WINDOW' WINDOW` METAL SCREWS.USE THE SAME (/) � •� 'O ' FOR SINGLE UNITS: 1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1"SMS THROUGH SPACING AND QUANTITY AS THE 3: < V OPPOSITE FRAME MEMBER. AND GLASS. INSTALLATION HOLES FRAME ;� Ll.l v FRAME ASSEMBLY ¢� w 2 Q o Q 5)THE FRAME ASSEMBLY TUBE MAY m' O n W \U ASSEMBLY TUBE o 2)KNOWING YOUR ANCHOR TYPE NOT EXCEED 62"IN LENGTH(AS USEDm c X AND SUBSTRATE,DETERMINE TUBE 5:IN AA 63"FLANGED WINDOW)OR BE " '`' YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X USED IN TEE OR CROSS a LL ti LL ux TABLE 3,SHEET 4. 1"SMS 1"SMS THROUGH CONFIGURATIONS. THROUGH 740 SERIES Lu LO 3}FROM SHEETS 6-10,FIND THE INSTALLATION >—u� INSTALLATION CASEMENT HOLES 6)THE FRAME ASSEMBLY TUBE IS ® o N r- SHEET FOR YOUR GLASS TYPE. HOLES WINDOW' NOT REQUIRED TO BE CLIPPED TO It NC14 cn It N FIND THE PRODUCTS DESIGN t74OERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR �M PRESSURE FROM THE TABLE FRAME JOINTS TO BE SEALED BY INSTALLER. LABELED DESIGN PRESSURE FIXED EXTERIOR CASEMENT z o w " CASEMENT ASSEMBLY WINDOW 740 SERIES ��m vi a (PSI)FOR SINGLE WINDOWS,ALL TUBE FIXED 7 FOR ALL COMBINATION UNITS, WINDOW EXTERIOR EXTERIOR ) v— 0 ANCHOR GROUPS° CASEMENT ADDITIONAL INSTALLATION ANCHORS w 0 0 4)DIMENSIONS SHOWN ARE HORIZONTAL SECTION C-C a a WINDOW MAY NEED TO BE INSTALLED a p w THROUGH THE WINDOW FRAMES AT z Z TIP-TO-TIP.FOR SIZES NOT 10-MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET4. Additional Anchors Required on each - TABLES. Side of the Frame Assembly Tube(FAT) 2)FROM SHEETS 6-10,FIND THE SHEET FOR YOUR GLASS TYPE. Window Anchor Type 5)USING THE TABLES LABELED < Width A B,C&D WNDOWANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED WNDOWANCHORS REQUIRED- (TABLES 2A&26,SHEETS 4&5).THIS MUST BE DONE FOR EACH WINDOW IN (TABLES 2A&213,SHEETS 4&5), THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO -d17"-22Sr 0 0 DETERMINE THE NUMBER OF THE NEXT AVAILABLE WIDTH OR HEIGHT DEMENSION SHOWN ON THE TABLES. 23"-25.9" 0 1 -79 ANCHORS NEEDED IN THE HEAD, 26^+ 1 1 / SILL AND JAMBS OF YOUR 4)USING THE TABLE LABELED WNDOWANCHORS REQUIRED- (TABLES 2A&2B,SHEETS 4&5),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND W Anc Tye C� WINDOW. JAMBS OF YOUR WINDOW. u Height A 8,C&D 6)INSTALL AS PER THE 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 17"-22'8" 0 0 INSTRUCTIONS ON SHEET 2. SHEET 2),AND THAT MIN.#12 X 1-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 23"-250 0 1 2g"+ 1 1 A.LYNN MILLER,P.E. P.E.#58705 TABLE 2A: t}tii6JIDUCl IVSEib Window Anchors Required(37"and Lesson Short Side Dimension) ""3' ft Building Code Short Sick A ..ptaw Ido 1�"C*'2q-$.2 Anchor Type under 23 25-15116" 2 -3/4 29" 31-112" 33-1/2' 3,r 37" dpi on DateNga A B C D A B I C D A B C D A 1 B C D A B C D A B C D A B C D A B C D Lag Side 2 2' 2 By under 23" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 '� '¢ 251y16" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 35" Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 1)USE THIS TABLE FOR ALL WINDOWS PER THE 3T' Long Side 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 ARE TIP-TO-TIP. J 44" Long Side 3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 U- Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE Lang Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 3 3 4 6 3 3 5 6 3 3 NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION dt7 441/4" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 SHOWN ON THE TABLE. .J z Q Long Side 4 5 3 3 4 5 3 3 5 6 3 3 5 6 3 3 5 6 4 3 5 6 4 3 5 6 4 3 5 7 4 3 0 531!8" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3)THE WINDOWS SHORT AND LONG SIDE MAY BE (n C r Long Side 4 6 4 4 5 6 4 4 5 6 4 4 5 6 4 4 5 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 INVERTED. J o 0 58" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 4)SEE NEXT SHEET FOR ADDITIONAL • Q Long Side 5 6 4 4 5 7 4 4 6 7 4 4 6 7 4 4 6 8 4 4 6 8 4 4 6 8 5 4 7 8 5 4 INFORMATION. Q •• 63* Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 0 .. . I0 LL m Long Side 5 7 5 5 6 7 5 5 6 7 5 5 6 8 5 -5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 "-, . .... [—" •� 66-13116" 0 N Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 a . ;•• Q .Q m •• C Log Side 5 7 5 5 6 7 5 5 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 0 67-1/2" w Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 • ..sem • 6g, Lag Side 5 7 5 5 6 7 5 5 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 ` •• • Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 �' •!� �• • 70 Lang Side fi 7 5 5 6 8 5 5 6 8. 5 5 6 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 5 5 • o •• Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 0 Q A2 •Z 7z Lag Side 6 7 5 5 6 8 5 5 7 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 $ 10 6 5 0 • Q ' LW � •• :. Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 : .¢— Me m Long Side 6 7 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 ' ?;• (yj?J •••' ' 74" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 iY .� 0 Lag Side 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 8 9 5 5 8 10 6 5 8 10 8 5 8 11 6 5 SAMPLE CONFIGURATIONS: 76' Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 i U v I' a Lag Side 7 8 5 5 7 9 5 5 8 10 5 5 8 10 6 5 8 11 6 5 9 11 6 6 9 11 fi 6 10 12 7 6 X a °'� O n V W \V Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 X X X X O y m 114" Long Side 9 12 7 7 10 13 7 7 11 14 8 7 11 14 8 7 12 15 8 8 13 16 9 8 13 16 9 B 14 17 10 9 o o Q Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 1�„ Long Side 11 14 8 8 12 15 9 8 13 16 9 8 13 17 9 9 14 18 10 9 15 19 11 10 15 19 ii 10 X Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 `O Larg Side 12 15 9 9 13 17 9 9 14 18 10 9 15 18 10 9 16 20 11 10 N � X O O ® ��N N Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 M N M O� -� TABLE 3: TABLE 3.(cont.) X z LLi m.` a Min Min. Mtn. Anchor Min. Mtn. Min. Anchor w Z o 0 0 Group Anchor Substrate Edge O.C. Plate Group Anchor Substrate Edge O.C. Embedment Plate X O x X X F>a Y Embedment O z Distance Distance Required? Distance Distance Required'! 1/4" steel Ultracon Hollow Block 1" 6" 1-114" No S.Ptne 518" 1" 13/8" Yes o w S.Pine 5/8" 1" 1-318" No #14,steel SMS(G5) 6063-T5 Alum. 31W 518" .0713" Yes U A #14,steel SMS(G5) 606345 Plum. 3/fr 518" .050" No or#14,410 SS SMS A36 Steel 318" 5/8" .050" Yes or#14,410 SS SMS A36 Steel 318" 5/8" .0,50" No A653 Stud,Gr.33 3/8" 518" .045",18 Ga. Yes O� o No" O A653 Stud Gr.33 318" 518" 035",20 Ga. No 2.85k Concrete 1" 4" 1-314' Yes P�O� P��0 S.Pine 5/8" 91 1" 1-/8" No 2.85k Concrete 2-1/2" 4" 1-318" Yes �$�� #12,steel SMS(G5) 806:5 T5 Alum. 3/8" 5/8" .05(r No D 114" steel Ultracon Hollow Block 2-1/2" S. 1-114" Yes �� B or#12,410 SS SMS A36 Steel 3/8" 518" .050" No Filled Block 2-1/2" 4" 143!4" Yes P ( P A653 Stud,Gr.33 318" 5/Ir .035",20 Ga. No 1/4" 410 SS 3.35k Concrete 1" 5" 1-3/4" No 2.85k Concrete 2-112" 4" 1-3/8" No CreteFlex Hollow Block 2-112" 5" 1414" No 114" steel Ultracon 2.85k Concrete 1" " 4" 1-314" No " 3.5k Concrete 1-1/W 5" 1�I4" 1)OPERABLE(X)WINDOWS MAY BE CASEMENT Hollow Block 2-112 5 1-114" No 5116 sled Ultrecon Hollow Black 3-118 5" 1-1/4" WINDOWS OR AWNING WINDOWS OF THE SAME C S.Pine 5J8" 1" 1-318" Yes r Failed Block 2-12" 5" 1 1-314" N SERIES. #12,steel SMS(G5)i Plum. 1 318" 5/8 .0713" Yes or#12,410 5S SMS A36 Steel 3/8" 518" 050" Yes 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. A653 Stud,Gr.33 1 318" 5/8" 1.045', 18 Ga.r Yes 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. A.LYNN"MILLER,P.E. P.E.#68705 TABLE 28: Window Anchors Required(Over 37" on Short Side Dimension) PRODUCT Short Side as VA& Anchor Type` 40" 44" 48-14' .53-118" 54" 59" 60" 63" 67-112" t3uilp Goa, IG- ,A.y11. '`y t4cc�ptem�Pao A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B G D Expieatiose Date under 23' Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 z 2 2 2 2 2 2 2 2 2 2 2 Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 4 4 5 6 4 4 5 6 4 4 5 7 5 5 By Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ' oI 25-15116' Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 6 3 3 5 6 4 4 5 6 4 4 5 7 4 4 6 7 5 5 35" Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 6 -7 4 4 6 8 4 4 6 8 5 4 7 9 5 5 a m 37" Long Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 1)USE THIS TABLE FOR ALL WINDOWS PER Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 THE ELEVATIONS ON SHEET 1.DIMENSIONS „ Long Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 SHOWN ARE TIP-TO-TIP. Shat Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 7 9 5 5 e 10 6 5 LLC Lang Side 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE t1. 44-114” short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 6 5 4 7 9 5 5 7 9 5 5 8 10 6 5 NEXT AVAILABLE SHORT OR LONG SIDE r„ Long Side 5 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 q DIMENSION SHOWN ON THE TABLE. J z° Q 53-118" Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 5 5 8 11 6 5. U) V 3)THE WINDOWS SHORT AND LONG SIDE MAY �„ Long Side 6 8 4 4 6 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 BE INVERTED. J Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 B 11 6 5 Q v 63" Long Side 7 9 5 4 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 8 10 6 5 8 10 6 5 7 9 5 5 4)SEE NEXT SHEET FOR ADDITIONAL ¢ •• r N Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 $ 10 6 5 8 11 8 5 INFORMATION. r : .'� ••in �• •. 68 13!16" Long Side 7 9 5 5 8 10 6 5 8 10 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 10 6 5 O • • LL • Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 9 5 5 8 i1 6 5 • +�•• •.0 • Z �• •• 671!2" Long Side 8 10 5 5 8 10 6 5 8 10 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 .� . Lo Short Side 3 4 3 3 4 5 3 3 5 $ 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 4 7 9 5 5 8 11 6 5 •.p� M ma y •• • Long Side 8 10 5 5 8 10 6 5 8 11 6 5 9 11 8 5 9 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 • •.�' "' '— Shat Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 9 5 4 7 9 5 5 • •.QQ 0• • Lang Side 8 10 6 5 8 11 6 5 9 11 6 8 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 • '•��-�++ • = • 79Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 7 9 5 5 Z. o Long Side 8 10 6 5 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 ' Q' - `L+• • W • Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 • CLO, •:52 " ' • 74" Longue 9 11 6 5 9 11 6 6 9 12 7 6 9 12 7 6 9 12 7 6 9_12 7 6 9 12 7 6 • • �" W ' • Short Side t34 3 3 4 5 3 3 5 6 3 3 5 7 4 4 6 7 4 4 6 8 4 4 6 8 5 4 •Lang Side 6 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 8 9 12 7 $ 9 12 7 676 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4 6 8 4 4 6 8 5 4 _Long Sim 7 6 10 13 7 7 10 13 7 7 10 13 7 7 10 13 7 7UjShort Side 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 6 4 3 o Z v Long Side 10 9 Q o 114 Short Side 3 3 o Q ~ EXAMPLE 1:FOR WINDOW SHOWN BELOW;7/16"ANNEALED LAMI.GLASS,1/4"MASONRY >_to rn ANCHORS INTO CONCRETE,+701-80 PSF DP REQUIRED,NO ANCHOR PLATE ® C'j rn N cli Lon N 10" 10" o-j- 4' zwmu a 4" 4" U tt" '� I„�, U N � �- 1•I I La Li 0 >a� AWNING ANCHORS(SEE SEPERATE NOA): FIXED CASEMENT ANCHORS: o z z w A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. / A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-83.1. B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE / B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND 10.6" SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 13.25" C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. 61" D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL - D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. \ B ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. Ae ll;,—E}DlSTR! UTE F}PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCWOR ON THE FRAME ASSEMBLY F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAM TUBE SIDE OF THE AWNING(HEAD&SILL). j ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&S(LL). 4 4" 25" f 20" 20" A.LYNN MILLER,P.E. 48" P.E.#58705 • FOR GLASS TYPES: ODUREVIND 1) 5/16" LAMI (1/8 AN - .090- PVB- 1/8 AN) :,,mmpCT "PVB"=BUTACITE VB INTERLAYER BY KURARAY AMERICA,INC. Acceptance ccep 8 Com '®fv�a•�� :tcc ranee No t FxTUraum Due TABLE 4: Design Pressure(PsQ for Singte Windows,All Anchor Groupe Mi rodild Short Side � Miami � ' under 23" 25-15/16" 27-3/4' 33.1YF 3T 44" 48.1/4" 53-1/6" 58' 83" LONG under23" +70/-90 +701-90 +70/-90 +701-9D +701-90 +70/4 +70190 +70190 +701-9D +704 0 SHORT SIDE SIDE ' 25-15116' +70)-90 +70/410 +70/-90 +701.90 +701-90 +70190 +70/90 +701410 +T0%90 +70/410 a m 3T +701-90 +70190 +701-90 +701-90 +70/-9D +701-M +70690 +70/414.1 +70677 +70%70.1 T 44" +706701990 +701430 + 0 +70/4M +701-90 +7(/90 +70/-84.1 +6W-70 +6/57.8 +80%81.3 •F LONG SHORTN 48-1/4' +701-90 +70/90 +70V.40 +701-90 +701-90 +70684.1 +701-30.1 + St670 + -83.2 SIDE SIDELL- 531/8° +70190 +*-- +7W90 +70%90 +701-84.1 +M-70 +W-70 +80667.5 CD 58" +70190 +70690 +701--90 +70143;8.2 +70%77 +84667.8 +60/832 1)SEE SHEETS 1,4 5 FOR WINDOW ANCHORqt 63' +70190 +701-90 +7Qf-90 +701-76.5 +70%70.1 +6W-61.3 LOCATIONS AND QUANTITIES. a g ( T6• +701 90 +701.84.6 +7D►75.7 +/s6.9 +655.6 2}TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY Q OR HORIZONTALLY AS SHOWN. r 84" +701-90 +70680.4 +70171.3 +/-54.2 b Q J 3` /✓j z Q TABLE 5: o • • • • r Design Pressure(psf)for Windows Attached to a Frame Assembly Tube a •••• L • LL • m • • m �• •o Wirdoav Dimension"A' W • under 23'2615/16" 27,V4! 33-10 3T 44" 4B-1/4' 53Anchor Anchor Anchor 1/6 58" 63' • ;.� (� ••2 � �• •• R GrowAnchor Groff Analtor GTaup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Group Group • ••00 up W A® All All A C&D B A C&D B A B C&D A 8 C&D A B C& A B C D A B C D • a{• 0 u •• under 23" +70/430 +701.90 +701-90 +701-90 +70/$2.1 +70690 +70/-74.3+70%79.7 +/92.5 +70/90 +70672.7 +/-56.9 +70/90 +/-88.1 +/$1.8 +70490 +/�.5 +/-47.4 +701.87.6 +701-9D +655.7 +/-4;1.6 +70/90.7+70%89.5 • •• b • �•� •Z • 25-15116" +70/-9D +701-90 +701-90 +70%90 +70190 +70/-& +701-90 +70%70.7 +7&-90 +70/90 +/-64.4 +701-90 +70190 +/-58.6 +70190 +70f-90 +/-53.6 +70184 +70690 +701-90 +/-49.3 +701-77.3 +70/90 +701-OD LU Fn 37- +7W-90 +70/-W I +70/90 +70%90 +70/90 +70690 +70/.90 +70/4 +70f-W +70190 +70/90 +701-88.4 +70190 +711/.84.1 +70/80.5+70684.1 +70(77 +70f-73.6 +70%77 +701-TI +70%70.1 +/-67.8 +70%70.1 +701-70.1 • :a[• • •• • • 44 +7W-90 +70190 +70690 +70%90 +701-90 +70690 +701-90 +7Uf9D +701-81.6 +70/-90 +70/484.1 +70f-74.4+701-84.1 +60%70 +6W-6T.7 +W-70 +6W-'17.8+W-61.9+601.67.8+601-87.8+60%61.3 +/-57 +60%61.3+60%61.3 ••••t� LLQ�.1 W •• so 00 48-114" +70!90 +701-90 +70/90 +7-90 +70190 +70%90 +701-90 +701-84.1 +70194.1 +701-84.1 +7(/x.1 +/97.8 +7&-84.1 +W-70 +60Lfi1.7 +6066W 70 + -6:1.2 +I-WA +M-83.2+601-63.2 Z o U C) • S 53.1/8" +701-90 +7W90 +701-90 +701-90 +7&-90 +70684.1 +7& W 84.1 + -70 +8&70 +601 70 +60670 +6W-70 +60f-70 +8&-67.5+601.67.4+BW-67.5 `"O 58' +701-90 +70190 +701-90 +701-882 +7&-832 +701-77 +TW-77 +601.67.8 +801-67.8 +601-67.8 +601-83.2+601-63.2+M-632 �> o Q 63" +7W90 +70%90 +70/-90 +70f-76.5+70176.5+70%70.1 +70/.70.1 +6&-61.3 +80/913+601613 . . . 0 ?(n W \V 76" +70/90 +701-84.6+701-75.7 +/58.9 +/-58.9 +/455.6 +/55.6 X °�' 84" +70190 +7W-80.4+70%71.3 +/-54.2 +/54.2 FL 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. LJ ® � �N N 04 FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE C M FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE Jo Ld x _ zwo. 5 WINDOW FRAME SEE SHEETS 1,4&5 = m N a 10• FRAME SEE SHEETS 1,4&5 FOR ASSEMBLY F w o 0 0 MAXASSEMBLY WINDOW ANCHOR DIMENSION IgE FOR WINDOW ANCHOR O>a o TUBE "B" LOCATIONS AND rl z Z o: LOCATIONS AND o U WINDOW QUANTITIES.SEE SHEET T 1D"MAX QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED "A• ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. �--� D MIENSION ANCHORS ASSEMBLY TUBE. DIMEHOR NSION (4),CIF REQ. (4),IF REQ. •A" A.LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#68705 9.13 • FOR GLASS TYPES: 5) 7/8" LAMI. IG:(1/8" T- 7/16" AIR- 1/8"AN - .090" PVB- 1/8"AN) PRODUCTROVIsr-D as cc mplyins with dw Flofids "PVB"=BUTACITE91PVB INTERLAYER BY KURARAY AMERICA,INC. Building Code Aemptale,So TABLE 6: Expiration Date*'0&2A }� 1-1 Design Pressure(psi)for Single Windows,All Anchor Group Short Side Y PJliacx�Dade P� under 23' 25.15f16' 27-314" 331/2" 3T 44 4&1/4" 53-1/8' 58' 63° LONG under 237 +741$0 +701-90 +70190 +701--90 +70/80 +70%90 +70/-90 t7W-90 +701.90 +701-90 SHORT SIDE 26-15116" +70190 +TW-90 +70190 +701-90 +701/41 +701-90 +701-90 +70190 +701-90 +701/90 SIDE 37' +701-90 +70/-90 +701-90 +70%90 +701-W +70180 +70190 +701-9D +701-87.8 +701-79.9 4q +701-90 +701-90 +741-90 +7W-M +70180 +701-90 +701-90 LONG I SHORT ro 431/4" +70/90 +701-90 +701-90 +701-90 +70190 +70190 +701-90 SIDE SIDE f J 53-1/8' +70190 +70!90 +70%90 +70190 +70190 �• +701-90 +70190 +741-90 +701-9D +701$7.8 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR 0 63' +701-90 +70/-W +701-90 +701$7.2 +701-79.9 LOCATIONS AND QUANTITIES. W qt 76" +701-90 +701-90 +701$8.3 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY 0- J 0 P- 84" +70f-90 +701-90 +701.81.3 OR HORIZONTALLY AS SHOWN. Z TABLE 7: o : ••. ••� +• •• Design Pressure(psi)for Widows Attached to a Frame Assorntily Tube An 3 • • Li LL • a • •••• ••O m Q • m45-V4' • •• Window Dhnansicn W p+ • •••• LU •Q vis ~ • B undor 23' 25-15146" 27.3/4" 331f2' 37' 44' 48 1/4' 531!8 58 Anchor GroP Group Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group • • • • •� •i An All A9 A,C&D B A,C&D B A B C&D A B C&D A B C&D A B C D A B C D • �• (y• :* o z �• under 23" +70190 +70/90 +70/90 +TW-90 +701.82.1 +701-90 1701-74.3 +701-79.7 +/-62.5 +701-90 +701-727 +158.9 +701-90 +l WA +/$1.8 +7090 +/Bp.S +147.4 +70!$7.6 +TW-�f t!&i.7 +t�3.6 +70/$0.7 +701 89.5 t)• 1 2515416' +70190 +701-90 +70190 +7Q1-90 +701-90 +TW84 +701-90 +701-70.7 +701-90 +701-90 +!-&4A +701-94 +701-90 +!-M.8 +7090 +701-90 +/-53.6 +70!-04 +70190 +7W-90 +149.3 +701-77.3 +701-90 +TW-90 4 • «Q W •• • i1a3T +70190 +701-90 +701-90 +70/-90 +701-90 +70190 +TW-90 +701-90 +70/90 +TWAO +70190 +M-N.4 +70(-90 +70190 +701-410.5 +70/90 +701-87.8 +TW 73.6 +701-87.8 +701 87.8 +701-79.9 +l 67.8 +TWJ9.9 +707-79.9 • • 44' +7W-W +701-90 QW-91) +7W.98 +7W-9D QW-90 +701-90 +701-90 +70/$1.6 +701-90 +74!-90 +701-74.4 +70%90 • ••• • • 48-1/4' +70!-90 +701.90 +701-90 +70190 +701-90 +70f-90 +70/-90 +70/90 +70!$9.2 +701 +70f-86.5 +701-81.3 +701-80 • •( • • 63118" +701-90 +701-90 +70194 +701-90 +70f-90 +TW-90 +701-9D • Q-• p• • Z ••� d, • 58' 1701-90 +701-90t+701-9D +701-90 +701-90 +701$7.8 +701-87.8� +70%90 1701-90 +70190 +701$7.2 +70!$7.2 +TW-79.9 +701-78.9 76' +701-90 +701-90701$6.3 mo84' +70190 t70/-90701$1.3 0 . (5 W \V 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. y y LL! x cr o � 4� �- LL � w to ® Q N 0)N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE M,N M FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE J 0 x� f_ - FRAME 10" FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 w o�0 0 l MAX. MBLY WINDOW ANCHOR DIMENSION TU FOR WINDOW ANCHOR ASSE >a Y TUBE "B" LOCATIONS ANDz it LOCATIONS AND QUANTITIES.SEE SHEET Z WINDOWQUANTITIES.SEE SHEET T 10"MAX 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED "A• ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. � WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR -• DIMENSION ANCHOR DIMENSION (4),IF REQ. "B" (4).IF REQ. •A" A.LYNN MILLER,P.E SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#68705 ` FOR GLASS TYPES: 2 7/16" LAM I. (3/16"AN - .090" SG - 3/16"AN ODUCTR-VISED WA go moms; 6) 7/8" LAMI. IG: (3/16"AN - 114"AIR-3/16"AN - .090"SG - 3/16"AN) �o 8) 7/8" LAMI. IG: (3/16" T- 1/4" AIR-3/16"AN - .090" SG -3/16"AN)"SG'=SENTRYGLAANTERLAYER BY KURARAY AMERICA,INC. #_ p4m4l.4 TABLE 8: ❑ Design Pressure(psf)for Single Windows,All Anchor Groups Short Sada under23" 2515116" 29' 31-112' 34" 40' 54' 60" 83' 87.1/Y LONG u m under 23" +901-130 +901-130 +901-130 +901-130 +901-130 +OW.130 +90/-130 +90%130 +901-130 +90/-130 SHORT DESIDE 25.15/18" +M-130 +90/-130 +9D/-130 +901-130 +90%130 +801-130 +90/-130 +90/-130 +901-130 +901.130 83' +901-130 +901-130 +W-123.1 +90%118.5 +901-110.7 +901--100.7 +1-89.1 +1-88.1 +/-83.1 +1-78.3 L J ILL 87-1/2' +�-130 +901-130 +9W-120.7 +901-113.9 +901-108 +901-97.6 +1.84.8 +/-80-5 +/-78.3 +/-75.1 LONG SHORT I� Lu O 72' +801-130 +901-129.2 +901-118.7 +OW--111.8 +901-105.6 +90/-W.1 +!-81.3 +�781 +t•T3.8 SIDE SIDE f 78' +901-130 +901-127.8 +8W-117.1 +S1-110.2 +901-104.1 +901.93.2 +/-78 +1-72.5 84' +90%130 +801-125.3 +9D/-114.5 +901107.5 +901101.3 +/-89.9 +1-70.7 1)SEE SHEETS 1,4 8�5 FOR WINDOW ANCHOR J z U 114" +901-130 +901-119.6 +901-108,8 +90%101.4 +OW-96 +1-73 LOCATIONS AND QUANTITIES. 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY U) c I 134 +901-13D +9W-117.3 +9W-106.3 +got-99 +9wr 92.8 OR HORIZONTALLY AS SHOWN. • • Z. ••a 2 qm• • 145' +901-129.8 +901-116.4 +9W-105.3 +901-88 8.8:06 r TABLE 8: Design Pressure(ps1)for Windows Attached to a Frame Assemffiy Tube 0000 m • • (�/• ••ty1 Window Dir�r+sbn'A' �[,J ° • under 23" 2515116" 28' 31-1/2' 34' 40' S4' 60" 83' • • B Anchor Anchor Anchor • Group Group Groep Anchor Group Anchor Group Anchor Group Anchor Grotgr Anchor Group Anchor Group •• •60 W • j C• • AN AN All A,C&D B A,C&D B A B C&D A B C&D A B C D A B C D : •® g• •� o • • harder 23" +70/90 +70t.90 +70/-W +701-90 +701-67.4 +70190 +70/8W.8 +701-87.7 +t-68.7 +70/-90 N_5 +/-50.9 +701-90 +1-58.5 +1.45.8 +701-84.7 +701-90 +t-55.7 +J-43.6 +701.80.7 +701-W.5 0 • o Q Z to • • 2515116" +7W90 +701-90 +701-90 +70%90 +70/-90 +701-90 +701-90 +7W-77.7 +701-90 +701-90 +157.6 +70/-90 +701-90 1 +151.8 +701-81.2 +701-90 +701-90 +/-49.3 +70/77.3 +70/-90 +70%90 q • r_* • 83 +701-90 +70%90 +701-90 +701-80 +701-g0 +70190 +70/-90 +70/-90 +70/90 +701-90 +701-03 +70%74.3 +70f-M.'11+701-747 +i-86.9 +701-86.1 +70/-08.1 +701-71.1 +/-83.7 +70/-83.1 +701-83.1 _ •em g7-112" +70190 +70/-90 +701-90 +70-80 +70190 +70190 +701-80 +70190 +70f-90 +701-90 +70%77.4 +/.6.9.3 +70154.6 +149.7 +1-624 +70680.5 +701-80.5 +/-66.4 +1-59A +701-78.3 +701-78.3 Y uJ 72' +70190 +701-90 +701-90 +701-90 +701-90 +70/90 +701 %90-90 +70 +70190 +701-9D +701-728 +70/-73.1 +701-81.3 +/-65.3 +/-85.8 +701-76.1 +701-78.1 +/52.2 +155.7 +701-73.8 +701-73.8 U} (n O 78" +70190 +70/-90 +701-90 +701-90 +70190 +701-go +70%90 +701-01 +701.90 +70hW +701-78 +1-69.3 +70178 0-61.9 +/-624 +701725 +701-725 �j z0 84 +701-90 +70/90 +70% 90 9D +701- +70190 +701-90 +70t 90 +701-89.9 1+70149.9 +701-89.9 +701 70.7 +/.62.7 +701-70.7 1w +701430 +70/-90 +70%90 +70190 +70190 +70190 +70190 +701-73 +701-73 +701-73 �' 00 Q o Q 134" +70/90 +70/-90 +70%90 +70/9D +701-90 +70/-90 +70-90 70 O 4 co Lu \V +7D +7090 + 01-90 W X145' +701-90 +70190 V 1)THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. 4 ~ LL w to �n a rn ® p d 0)N N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE �v � J J FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE _Ld m vi a FRAME 10" FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 F w Q o a MAX, ASSEMBLY WINDOW ANCHOR DIMENSION IgE I FOR WINDOW ANCHOR a>a o TUBE LOCATIONS AND "B" }L LOCATIONS AND QUANTITIES.SEE SHEET o Z z w WINDOW QUANTITIES.SEE SHEET T 10"MAX- 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED "A" ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. � WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR -" DIMENSION----a-' ANCHOR -}'� DIMENSION (4),IF REQ. (4),IF REQ. •A" A.LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#58706 FOR GLASS TYPES:- PRODUCT YPES: 3) 7116" LAMI (3/16 HS - .090" SG - 3/16 HS) asxca nplyin vathd� ��rrl�*��.�it� 7) 7/8" LAMI IG: 3/16" AN - 114" AIR- 3/16" HS- .090"SG- 3/16" HS) Building !Po— 'Zq,"lrG 9) 7/8" LAMI IG: (3/16" T- 114"AIR- 3/16" HS - .090"SG - 3/16" HS) Expiratm* Date � TABLE 10: "SG"=SENTRYGLAANTERLAYER BY KURARAY AMERICA,INC. By F-1 Design Pressure(pati for Single Winch is,All Anchor Groups mi i ade i'ra ut Short Side under 23' 2545116" 28' 314/7 34' 40' 54' 64" 63' 67-112' LONG m under23" +90!130 +9W-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +801-130 +901-1M +W-130 SHORT SIDE 25-15116" +W-130 +901 8W -130 + -130 +901-13D +901-130 +801-130 +gW-130 +90/-130 +90/-130 +901-130 SIDE 83" +801-130 +9W-130 +9W-130 +901-130 +9W-130 +901-130 +901-130 +901--130 +9W-130 +9W-130 r 67-1/7 +901-130 +901-130 +9(V-130 +9D/-13D +9W-130 +901-130 +gW-130 +90/-13D +9/-130 +9W-130 LONG I SHORT O U3 72" +BW-130 +8W-13D +9W-130 +SW--130 +SW-130 +901-130 +901-130 +901-130 +9Q/130 SIDE —�E SIDE W 78' +901-130 +901130 +801-1 +W-130 +801430 +901-130 +801-730 +90/1 a. � 84" +901-130 +8W-130 +MY-730 +901-130 +801-130 +901-130 +9W-130 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR 1 z U 114" +9W-130 +901-130 +9Q+-130 +9W-130 +901-130 +9W-130 LOCATIONS AND QUANTITIES. 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY 134' +901-130 +901-130 +9W-130 +M-130 +9W-130 OR HORIZONTALLY AS SHOWN. 1, •03� ; 145' +9W-130 +W-130 +901-130 +9W-130 L TABLE 11 y •• `•• (' • ' • Design Pressure(pat}for Windows Attached to a Frame AssemWy Tube x • • • ••70 •• • m 4' tl Window Dimension'A" ••• El under 23' 25-7511$" 29" 31117' 34' 40" so' 63" 00* • • Anctor Anchor AncAnchor •• • ur cho Group Group Group Anchor Group Anchor Group Anchor Group Anchor Graf Anchor Group •• •� W •or Group • • ui AN Ail All A,C&D B A,C&D B A B CSO A B C&D A B C D A B C D .•0 ung 23' +70190 +701-90 +701-90 +701-90 +701-87.4 +7W90 +701-80.8 +701-87.7 +/-68.7 +70-90 +1165 +1-50.9 +701-90 +/-58.5 +145.8 +701.84.7 +701-90 +155.7 0-43.6 +701-80.7 +70%89.5q • ry �/1 • 25.75116' +7090 +70-90 +701-90 +70-80 +701-90 +7090 +70-81) +701.77.7 +70-90 +70/90 t/b7.$ +70-90 +701-90 +151.8 +70-61.2 +7090 +70-90 +149.3 +70/-T7.3 +701-90 +7090 1,/�J• W • • ao 63' +70-x! +70-90 +701-90 +7090 +70.90 +70-90 +70%90 +7090 +7W-90 +701-80 +70190 +701-90 +70-90 +70-9D +701-90 +70-go +701-90 +70-90 +70.87.6 +701-90 +701-W Lij •em 67-117 +7090 +701-90 +701-90 +701-9D +70-90 +701-90 +701-90 +70-91) +7090 +70-90 +70190 +701-90 +701-90 +701-90 +701-90 +70-90 +701-90 +7090 +7059.1 +701-90 +70 80 77' +7090 +701-90 +70-90 +7090 +701-90 +70-90 +70-90 +701-90 +7090 +701-90 +70-90 +701-90 +70-90 +70.90 +701-80 +701-90 +701-90 +M0 W +70-90 +741-90 +70-90 z 7G +70190 +701-90 +70-0 +70-90 +70-90 +7090 +70/-W +7090 +701-90 +74/90 +70-90 +70-90 +7W40 +701-90 +70-80 +70%90 +74-90 84' +701-90 +70-90 +70-90 +70-90 +70-90 +7090 +701-90 +701-90 +7090 +70-90 +70-90 +70-90 +70-90 c u ~ a _ 114" +70-90 +70-90 +70-90 +70-90 +701-90 +70-90 +701-90 +70-90 +70-90 +70-90 b o� 0 W \V 134" +7090 +701.90 +70-90 +70-90 +70%90 +70190 +701-90 14V +701-90 +701-90 +70/-90 +70-90 +701-90 � o w 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. w co ir� ® N T 61 N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE >-,, 04 �M FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE o FRAME o o j =�ma 10' FRAME WINDOW ASSEMBLY SEE SHEETS 1,4&5 Z o 0 0 SEE SHEETS 1,4&5 FOR �—w MAX. ASSEMBLY WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR o>a 0 � TUBE LOCATIONS AND "B. LOCATIONS AND z z u QUANTITIES.SEE SHEET 14'MAX. QUANTITIES.SEE SHEET WINDOW 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED "A" ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR DIMENSION'� ANCHOR DIMENSION I+— (4),IF REO. 'B" (4),IF REQ. .A" A.LYNN MILLER,P.E. SFE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#58705 FOR GLASS TYPES: 4) 7/8" LAMI. IG:(1/8"AN - 7/16" AIR- 1/8"AN - .090" PVB- 1/8"AN) PRODUCT REVISED 36 c4mglyifg VO&1w FIt "PVB"=BUTACITOPVB INTERLAYER BY KURARAY AMERICA,INC. Builaws A..c.pmm No 92 TABLE 12: a-cPiation Date 1g Design Pressure(pst for Sime Windows,All Anchor Groups I DY F] }L- 10iami mde 1'to l O Short Side under 23' 25.15/16' 27-VC 331/7 37" 44 48-11,V 53-1/8" 58 63" LONG under 23" +601-70 +60t-70 +x/-70 +801-70 +601-70 +60170 +W-70 +6111-70 +W-70 +60/-70 SHORT SIDE 25-15118" +601-70 +601-70 +6W-70 +6Q1-70 +M-70 +W-70 +60170 +60i-70 +601-70 +x/-70 SIDE m 1464W +6W.70 +601-70 +601-70 +601-70 +61)1-70 +601-70 +601-70 +W-70 +6W-70 +61-70 +601-70 +6W-70 +601-70 +601-70 +KV70 +60/-70 +60%70 +eW-70 +�/-69.6 +x/.62.9 LONG I SHORT I' +601-70 +601-70 +601-70 +6D1-70 +601-70 +6W-70 +6W-70 +1/-70 +601-64.9 SIDE SIDE +80170 +eW-70 +801-70 +801-70 +601-70 +801-70 +60/-70 +601-6.3 V- +60170 +60/-70 +e01-70 +6W 70 +601.7o +e0/-e9.e +6W-eco 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR 0 +601 70 +601-70 +601-70 +6W-70 +W 70 +6/-62.9 LOCATIONS AND QUANTITIES.+60170 +601-70 +601-70 +�/-0.5 +1-57 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY+x/70 +ODI70 +601-7o +1.55.6 OR HORIZONTALLY AS SHOWN. c U Ca. •..I � D 0 TABLE 13: • •~ d .. ... ..� r... Design Pressure(pal)for Windows Attached to a Frame Assembly Tube ° •• �•• Uf • �- • m Window Dinumlon'A' • •• 3: Q• i under 2515/16" 273/4 33112 3T 44 461/4' 63118' S8" 63" • s ••O m Anchor Anchor Anchor Anchor Anchor *Soo" se• Anchor Group Anchor Getup Anchor Group Anchor GGroupAnchor Group, •• •C11 � �.Z El ti �"'• • Group Group Grow Group Gawpvw • a All A6 A9 All All A,C&D 8 A B C&D A B C&D A B C&D A B C&D �� ••." (� '- . • under 23' +W-70 +801-70 +601-70 +8W-70 +60%70 +60!70 +601.52.5 +601-70 +/-55.9 +601-70 +60146.1 +/-51.8 +601-70 +0607 +/-47.4 +801-70 +/-55.7 +/-43.6 +61-70 • N • ui 25-15116" +6W70 +601-70 +601-70 +601-70 +6W-70 +60%70 +W-70 +6W-64.4 +�/-70 +601-70 +/-58.6 +6W-70 +6w-70 +/53.6 +601-70 +8W-70 +1-49.3 +W-70 +tel 70 ��m ; a DO �i•- �u • 3T +60/70 +M-70 +6W-70 +601-70 +601-70 +60/-70 +6D/-70 +801-70 +6W-70- +6W-70 +e0/70 +W/70 +601 70 +601 +BO/70 +x/-70 +�1-70 +80167.8 +�f 70 44 +6W-70 +601-70 +6N-70 +60170 +601-70 +S/-70 +eW-70 +6W-70 +801 70 +60%70 +601-70 +6W-67.7 +801-70 +01U59.fi +eW.81.9 +6W-89.6 +601.62.9 +1-57 +801$2.9 a • W •• 48.114 +600D +601-70 +6W-70 +6fld 70 +8W-70 +601-70 +6000 +601-70 +601-67.8 +601-70 +60/40 +601-61.7 +601-70 +8W.64.9 +/4%.4 +601-64.9 Y LU • 15 5318" +60170 +60/-70 +60100 +60 70 +801-70 +6/-70 +6W-70 +6W-70 +60/-70 +601-70 +601.69.3 +6D/-67.4 +601-0.3 (n CO 58" +601-70 +80%70 +601-70 +80170 +601-70 +601-69.6 +601-M.6 +fY-64.9 +601.84.9 +W-64.9 `S+ a 63' +�!70 +e0/-70 +601 70 +W-70 +601 70 +60152.9 +6W-all, T6' +60170 +801-70 +801-70 +6W50.6 +1-57 Z V " ~ 84" +60%70 +60-70 +60-70 +/-W.fi COQ �� Oy G - W�/ \V o_ � 1)THE WINDOW'S WIDTH AND HEIGHT MAYBE INVERTED. � a V' 3 LL y0/ d X W cD 01 ® (^V N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE ,`+��M FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE o o =wm_� a 10' FRAME WINDOW ASEMBLY SEE SHEETS 1,4&5 w z U_ SEE SHEETS 1,4&5 FOR F or 0 0 MAX. ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR >a 0 TUBE WINDOW ANCHOR 'B" LOCATIONS AND LOCATIONS AND WINDOW QUANTITIES.SEE SHEET 10"MAX QUANTITIES.SEE SHEET z DIMENSION 3 FOR ANY ADDITIONAL 3 FOR ANY ADDITIONAL "A' ANCHORS REQUIRED ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. _ WINDOW ADDITIONAL ASSEMBLY TUBE, WINDOW ANCHOR �_DIMENSION�- ANCHOR DIMENSION (4),IFREQ. (4),IF REQ. A.LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#58705 10 ALUMINUM SILICONE HOT-MELT BUM &AN EMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUIYLENE 5/16"NOM. SILICONE SEAL STRUCTURAL 3/16"NOM. POLYISOBUTYLEN 1/4"NOM. FOAM BUTSILICONE SEAL ASSEMBLY DETAILS WITH DESICCANT 0 T DESICROLL-FORMED g6 DESICCANT FAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLAS EXT.GLASS 1 1 ENT.GLASS INT.GLASSASS INT.GLASS 4 75 KODISPACE 7s SUPERO 78 DURASEAL® XL EDGET"" 4SG TPS SPACERo NXT SPACER SPACER 3.545" . • • • 0.090 • ••• • • AS REQUIRED ! ''• 20* PER TABLE 3, A62" 993" ••°• • • • Li SHEET 4 NOM. 1.366" 9•• •• INTERIOR 040" 2.203" 0000 ' 2.701" ••: . 1 AW PA � � � .093"09:0.0 °0• •• •00 .441" .062'• ••• • 009000 2.784" .289" .095" 093" • . •••• . 0 TABLE 19: • ° •093" ••• • (:: Item Dwg.# Description Mat FRAME HEAD, INST. HOLE COVER ANCHOR PLATE ADDON FLANGE • ' FRAMI� 1 7005 Main Frame Head Sill&lambs 6063-T6 Alum. SILL&JAMB 3 #7007, 6063-T6 #7071,6063-T6 70 #134, 6063-T6 71 ASSEMBLY TUBE 2 7071 Anchor Plate 6063-T6 Alum. #7005,6063-T6 #7004,6063-T6 3 7007 Installation Hole Cover 6063-T6 Alum. 4 7010 Frame Comer Key Steel 6 7078 Frame Gasket Virryl Foam 706„ 172• 10 7055 Fixed Frame Hole PlugPVC .050" .050" � 32 1713 SettingBlock 5/32'x 3/16'x 1-1/4" EPDM 33 1714 Setting Black 5/32"x 1-7/16!'x 1-1/4" EPDM •865" 865" .870" •054" 35 7036 Bead B 6063-76 Alum. It 4 36 7042 Bead C 6063-T6 Alum. T7� I+-- •569" 37 7059 Bead D 6063T6 Alun. BEAD B BEAD C BEAD D 38 1224 Vinyl Bulb Wst Thick Flex PVC 70 35 36 37 � #7036, 6063-T6 #7042,6063-T6 #7059, 6063-T6 39 1225 Vinyl Bulb Wstp(Thin) Flex PVC 70 50 Dow 899SIllmn BackbeddingPB.OYDUCTREVISD 70 134 Add-on Flange 6063T6Alum• as cwnplykwVA*VINFlonda 71 7004 Casement Frame Assy Tube 6063-T6 mum uiWing Code rst t No M-OG2R. 86 #8 X 1-1/2"Quad Pn SMS Stainless Steel Stainless Steel Revised By: Date: Revision e: 90 #12x 1"Ph.Pn.TEK stainless Steel ;`. :-;:' ,: ;. JR 05/05/16 ADDED SPACERS TO THIS Ey SHEET. M• p Revised By: Dote: Revision A. Part# Description Material 75 Komrnedin 4SG TPS $ er System �'` / Description: Drawn By: g y �• ...�r BOM AND EXTRUSIONS J ROSOWSKI 76 Quanex Super Spacer nXT with Hot Melt Butyl See this � � l�j 77 Quanex Duraseal Spacer Sheet for ooze: 1070 TECHNOLOGY DRIVE 7itte: Materials N. VENICE, FL29 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 TS Cardinal)A..Edge Spacer P.O. Box 529 REFERENCE TEST REPORTS:FTL-8717,8968&8970 :l NOKOMIS, FL 34274 Series/Model: Scot&: Sheet: Drawing No. Rev: A.LYNN MILLER RE CERT. OF AUTH. #29296 CA-740 NTS 11 OF 11 MD-CA740F-LM B P.E#58705 o ' 5/16"LAMINATED 7116"LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING IMPACT RATING GLASS STACK —"� GLASS STACK �"— CASEMENT WINDOW VARIES, RATED FOR LARGE&SMALL .09V BUTACITEOPVB 090"Se BY KURARAY SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE vs"ANNEALED BY KURARAY 3118"ANNEALED OR AMERICA,INC. GLASS AMERICA,INC. HEAT-STRENGTHENED 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 37"WIDTH GLASS 3/16'ANNEALED OR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH1181 ANNEALED I HEAT-STRENGTHENED UNDER 33.476"(HEAD&SILL VELOCITY HURRICANE ZONE(HVHZ). "MAX.O.C. WIDTH IS EXTERIOR GLASS EXTERIOR 3e GLASS UNDER 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 4"MAX. REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE r--if-B,SEE SHEET 2 11/16"GLASS BITE I 11/16"GLASS BITE 36 OUTBOARD LITE(CAP)MUST TEMPERED. 3 3 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE � COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR — '(- EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS i\ 177-1/" 3z 32 50 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. 1 MAX. A I \ A,SEE O.C. GLASS TYPE 1 GLASS TYPES 2& 3 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X i SHEET 2 t INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED I \ 7!8"NppA• 7/8'NOM. DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 6"MAX GLASS STACK 5/18'LAMINATED GLASS STACK 7116"LAMINATED GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY GLASS STACK GLASS STACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION O'C' 1/8'ANNEALED GLASS 3116"ANNEALED OR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. I / 7116'AIRSPAC .090"BUTACTTE®PVB 1/4"AIRSPACE HEAT-STRENGTHENED GLASS 69" I USE ANCHOR 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE I PAIR AT EACH 118"ANNEALED OR BY KURARAY AMERICA,INC. 1g"4NNEALED .090"Se BY KURARAY OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT I JAMB IF TEMPERED GLASS GLASS AMERICA,INC. TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT 3/16"ANNEALED OR 116"ANNEALED 36 THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL (DLO) HEIGHT IS 38 NEAT-STREP�CT4FNED GLASS ( � / / 26"OR OVER EXTERIOR I GLASS EXTERIOR SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION ` <:3 SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE / 76" 37 11/16"GLASS BITE 37 I I 11116"GLASS BITE INSTRUCTIONS. HEIGHT I 7L 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS I / 3 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED 32 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7)DESIGN PRESSURES: I GLASS TYPES 4&5 GLASS TYPES 6 RI 7 I A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, i I 718"NOM. i FRAME ANALYSIS AND GLASS PER ASTM E1300. 111 GLASS STACK 7/16'LAMINATED B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAU GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 3116"ANNEALED OR B HEAT-STRENGTHENED GLASS 14-1/2"MAX.O.C.IF WIDTH IS 114"AIRSPACE � 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 4"MAX. 33.476"&OVER(HEAD&SILL) 311x•TEMPERED AMERICA,BY KURARAY URARAY WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 30"VISIBLE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS GLASS 3116"ANNEALED OR PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF OPENING(DLO) 38 GLASS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER TYP. ELEVATION OF CASEMENT WINDOW EXTERIOR I —� DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA t BUILDING CODE FOR CORROSION RESISTANCE. 37 11/16"GLASS SITE STANDARDS USED: 9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON *2014 FLORIDA BUILDING CODE(FBC),STH EDITION 3 NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND •ASTM E1300-04 ADM ALUMINUM DESIGN MANUAL. •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION 50 PRODUCT REVISED •ALUMINUM DESIGN MANUAL,ADM-2010 32 •AISI-S100-d7/S2-2010 as complying with�.Flimids ing Co& TABLE 1: GLASS TYPES 8&9 aa�p 140 1�a~fl�� `Z1 ��111IIlrrtjj Ex > r20 5 GENERAL NOTES.............................1 Glass Types Sheet# \V * -1z Revised By: Dote: Revision B. ••••••.•-• 7 � '�DEDSHEET 11 By : •41 �i JR 05/05/16 WITH SPACERS. Mini r 1 5/16'Lam!(118 An-.090"PVB-1/8 An) �': �'� 2 711W Lam!(3/16 An-.090"SG-3116 An) 6 ELEVATION.......................................1 Q;� 'p Revised By: Dote: Revision A: 3 7/16"Lami(3/16 HS-.090*SG-3/16 HS) 7 GLAZING DETAILS........................... 1 z �. • NO.$� INSTALLATION................................. 2 *- 4 7/8"Lami. IG(1/8"An-7/16"Air-118*An-.090" PVB-1/8"An) 5 ASSEMBLY TUBE DETAILS.............3r = By: description: Drown 5 718"Lami. !G(1/8"T-7/16"Air-1/8"An-.090"PVB-1/8"An) 8 ANCHOR SPECIFICATIONS............ 4 � � GLAZING DETAILS J ROSOWSKI 6 718"Lemi. IG(3116"An-1/4"Air-3/16"An-.090"SG-3116"An) 9 ANCHOR QUANTITIES.....................4 �O,n•. 7 7/8"Lami. IG(3116"An-1/4"Air-311W HS-.090"SG-3/16"HS) 7 DESIGN PRESSURES......................5-9 �� 1070 TECHNOLOGY DRIVE Title: Dote: ASSEMBLY DETAILS/BOM..............10 tr 0 �� N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 9 7/8"Lami529 . IG(3/16"T-114"Air-311$"HS-.090"SG-3116° HS) 7 EXTRUSIONS/SPACER....................11 �7 ��Nl4t.I� ``�� NOK.C. BOX 134274 Series/Model: Scofe: Isheet:017 browing No. Rev: "PVB"=BUTACITE® PVB BY KURARAY AMERICA,INC. A.LYNN MILLER,P.E "SG"=SENTRYGLA? BY KU RARAY AMERICA,INC. P.E.#58705 CERT. OF AUTH. #29296 CA-740 NTS 11 MD-CA740-LM B 4 INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE EDGE DISTANCE OPTION 2 OPTION 4 INSTALLATION ANCHORS DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS DIRECTLY INTO METAL. PERANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PEREMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3,SHEET 4 2 ATTACHED TO 82 TYP.ANCHOR 1/4"MAX 15 16 FRAME SILL 10 11 TYPE SHIM ATTACHED TO EMBEDMENT , VENT SILL $9 13 #12 STEEL AND EDGE <4 4 8 80 12 83 SELF-DRILLING 5 1 DISTANCE PER 32 33 SMS,SEE TABLE SUBSTRATE, 20 3,SHEET 4. 22 23 4 SEE TABLE 3, • ° O SHEET 4. 3 60 EDGE ° . 4 a..- 18 64 DADE APPROVED DISTANCE MULLION,ALUMINUM, 35 7 a 8 • . ••. ( BEL OPERATOR ARM 38 39 STEEL FRAMING STUD. ATTACHED TO C (j • .e •� 82 Oji�c, ATTACH TO VENT SILL 35-37 81 FRAME JAMB 13 EMBEDMENT 1 24 SIBLE LIGHT WIDTH(DLO) 3 5 83 70 FOR SNUBBER REQUIREMENTS. EXTERIOR ATTACHED TO SEE TABLE 4,SHEET 4. 8 EXTERIOR VENT JAMB OPTIONAL ADDON WINDOW WIDTH N'07 1z FLANGE CA HEAD, HORIZONTAL SECTION A-A ...... SILL&JAMBS i ••• •••• ••• • 81 11 SEE DETAIL _ EGRESS FORMULA • • • WINDOW Al,BELOW WIDTH,WASH HINGE•We 11DOW AI)TV-13-1/2••o • HEIGHT JAMB NOTES: NOTES: WIDTH,EGRESS FAt��I`NtINDOW WIDTH-7-1/? • 10 HARD- 1 USE ONLY SUBSTRATE-APPROPRIATE • • ••• VISIBLE 14 WARE ) 1)WHEN INSTALLING HEIGHT:WINDOW�-1E 6MI-6 •..... . COMBINATION UNITS, 0000 • 00:44 ANCHORS LISTED ON TABLE 3,SHEET 4 LIGHT FOLLOW EMBEDMENITAND EDGE � / ADDITIONAL INSTALLATION VISIBLE LIGHT FOitalb"$: ...• ..; HEI(DLGHT BUCK DISTANCE LIMITS.ANY INSTALLATION / / 10"MAX ANCHORS MAY NEED TO BE WIDTH:WINDOW WiI3%�-I.!7 •••• : ... HEIGHT OPTION SHOWN MAY BE USED ON ANY / INSTALLED THROUGH THE HEIGHT:WINDOW 7 SIDE OF THE WINDOW. / / _ _ WINDOW FRAMES AT 10"MAX. • FROM EACH SIDE OF THE FRAME • • ATTACHED \ / • :•••:• good: 70 FRAME 2)ALL WOOD BUCKS LESS THAN 1-1/2" I ASSEMBLY TUBE CENTERLINE. • THICK ARE TO BE CONSIDERED 1X I / •• • ••• • • •• JAMB / SEE TABLE BELOW: ATTACHED TO r ® INSTALLATIONS.IX WOOD BUCKS ARE I \ •.; FRAME JAMB L ® 89 OPTIONAL.UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS —• — 10"MAX Additional Anchors Raquired on each DEPICTED AS 2X ARE 1-1/2"THICK OR L.--+w^SEE DETAIL A2,BELOW Siris of the Frams Assembly Tube(FAT) ATTACHED TO GREATER.1 X AND 2X BUCKS(WHEN USED) F- Window Type VENT JAMB SHALL BE DESIGNED TO PROPERLY Width A B,C 8.D TRANSFER LOADS TO THE STRUCTURE. I 17"-22.8' 0 0 62 WOOD BUCK DESIGN AND INSTALLATION 1S THE RESPONSIBILITY OF THE ENGINEER fi5 > Z3"6"++ 0 1 38 39 63 OR ARCHITECT OF RECORD.MAXIMUM }- Window AnchorTYl SHIM THICKNESS TO BE 1/4. 4 17 � Height A B,C&D 20 15 16 1 17"-22-W 0 0 82 DETAIL DETAIL 23"-25.9 0 1 21 Al A2 $ �+ 1 1 asPRODUCTmpyi i VAa 2 as complying vii tlhe m 8 80 AcceppttaatwNO trp-"CXO�.� 1 19 84 1X WOOD Revised By: Dote: Revision B. E-'q"Fatiots Date BUCKSTRIP, SEE NOTE 2, By IvInamiTHIS SHEET. Revised By: Dote: Revision A: aria Pfoe�E 1/4"MAX SHIM • • " , " �� b Description: Drawn By: • EMBEDMENT CROSS SECTIONS & INSTALLATION J ROSOWSKI CONCRETE PER ANCHOR 'a b41 1070 TECHNOLOGY DRIVE Title: Dote: REQUIREMENT < .:.. • °. . N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 INSTALLATION OPTION3 P.O. eoX 1529 VERTICAL SECTION 13-13NOKOMIS,* FL 34274 Series/Model: Scole: Sheet: Drawing No. Rev: INSTALLATION ANCHORS THROUGH A.LYNN MILLER,P.E. 1X BUCKSTRIP INTO MASONRY. P.E.#58705 CERT. OF AU7H. #29296 CA-740 NTS 2 OF 11 MD-CA740-LM B L � CASEMENT (X) CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) PRODUd:TREVISED as complying with Ow �+— 10".SEE NOTE 7,THIS SHEET Fsusldwg ede No *_ 5 21 FIGURE 1: F ---I FIGURE 2: Absence 740 SERIES��' / � '''Date AWNING �Q By C C / /-WINDOW" Miami tale Frs+dctet D FRAME _:-+.- WINDOW / / / f_ ASSEMBLY HEIGHT TUBE FRAME ASSEMBLY TUBE NOTES: a SEE NOTE 7, m D THIS SHEET ) DIMENSIONS SHOWN ARE � 1 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH J CASEMENT — = INDIVIDUAL WINDOW.FOR SIZES NOT 0 WINDOW / WSHOWN,ROUND UP TO THE NEXT I IDTH ! / / AVAILABLE WIDTH OR HEIGHT �1 7�J 740 E DIMENSION SHOWN ON THE TABLES. �o < SERIES FRAME SERIES 06 rn V ASSEMBLY FRAME 2)ANY 740-SERIES PRODUCT CASEMENT CASEMENT �— 3 ❑ TUBE ASSEMBLY_�� (CASEMENT,AWNING OR FIXED o WINDOW WINDOW ...E TUBE CASEMENT)MAY BE ATTACHED TO J � o THE FRAME ASSEMBLY TUBE.FOR / 740 SERIES ALL WINDOWS,USE THE WINDOWS -k FIXED 1MNDOW` / NOA FOR ANCHORAGE,SIZE AND o J LI_ DESIGN PRESSURE LIMITATIONS. p• •}Q 0 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE WI W �r INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO • 740 SERIES INDIVIDUALLY COMPLY WITH THE " � ' '•' CASEMENT EXTERIOR REQUIREMENTS OF THEIR " ' ~ '� WINDOW RESPECTIVE NOA. d �• a•00 m' '❑ ... \ / 740 SERIES 740 SERIES 4)FRAME ASSEMBLY TUBE TO BE $ •• g•p • •z •.• FASTENED TO WINDOW,AS SHOW IN _ +� AWNING CASEMENT DETAILS,WITH MIN.#12 X 1"SHEET W'' ;? ••• • FOR SINGLE UNITS: WINDOW' WINDOW METAL AING AND SCREWS. UANTITY AS E ' • 'Z 1)DETERMINE YOUR WINDOW SIZE M ROUGH 1"SMS OPPOSITE FRAME MEMBER. ' • '� 2 IF AND GLASS. INSTALLATION HOLES FRAME ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY m' •• m' Q a • • V • vn 2 KNOWING YOUR ANCHOR TYPE ASSEMBLY TUBE w c o TUBE NOT EXCEED 62"IN LENGTH(AS USED 3 AND SUBSTRATE,DETERMINE MIN.#12 X IN A 63"FLANGED WINDOW)OR BE o o V in YOUR ANCHOR GROUP FROM MIN.#12 X 1"SMS USED IN TEE OR CROSS TABLE 3,SHEET 4. 1"SMS 740 SERIES THROUGH CONFIGURATIONS. > THROUGH CASEMENT INSTALLATION iO 3)FROM SHEETS 5-9,FIND THE INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS ® fr n 'a' N SHEET FOR YOUR GLASS TYPE. HOLES WINDOW HOLES NOT REQUIRED TO BE CLIPPED TO It N N FIND THE PRODUCTS DESIGN 740 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR 0_j toM � PRESSURE FROM THE TABLE FRAME CASEMENT EXTERIOR CASEMENT JOINTS TO BE SEALED BY INSTALLER. 0 L i ASSEMBLY 740 SERIES Z `` LABELED DESIGN PRESSURE w m a (PS17 FOR SINGLE WWINDOW WINDOWS,ALL WINDOW TUBE EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, '" ANCHOR GROUPS". CASEMENT ADDITIONAL INSTALLATION ANCHORS ,�'w 4 0 0 HORIZONTAL SECTION C-C a a WINDOW" MAY NEED TO BE INSTALLED o ° 0 F 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT o Z Z w TIP-TO-TIP.FOR SIZES NOT 10"MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Additional Anchors Required on each TABLES. Side of the Frame AssemNy Tube(FAT) 5)USING THE TABLE LABELED 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. Window Anchor Type "IWNDOWANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR DESIGN Width A S,C B D (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSI,FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 17"-22.9" 0 0 THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. 23"-25.5' 0 1 NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 28"+ 1 1 JAMBS OF YOUR WINDOW. Window Anchor Type 6)INSTALL AS PER THE 4)USING THE TABLE LABELED "W/NDOWANCHORS REQUIRED"(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF a Height _ A B,C&D INSTRUCTIONS ON SHEET 2. YOUR WINDOW. $ 17"-22.8° 0 0 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE Lj' 23"-25.9' 0 1 SHEET 2),AND THAT MIN.#12 X 1"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 28"+ 1 1 A.LYNN MILLER,P.E. P.E.#58706 TABL&2: ' TABLE 4: } Wind o Anchors Requi d Jamb Snubber Locations t'R£�B�rJC'r ItEVtS(�B as cmplying Windoyk Width(n) Glass Type: under 23" 25-15/16" -314" 301 33-1/7 35" 37" PVB SG ACtZptanMAio Anchor Group Anchor Group A hor Group A hor Group Anchor Group Anchor Group Anchor Getup (Types 1,4&5) (Types 2,3&6.9) DgeI A B C&D A B C D A B C&D A B C&D A B C&D A B C&D A B C&D /I LI I Y5,"'I' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12"max.from By ��" Head/Bili 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 �"and Imine ;4liauti � each end&30" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 less Required max O.C. 25-15/16" Hea"111 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 � 12"max.from 17 max.from w 38-318" Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ober 63" each end&30" each end&30" a m Head/Sill 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max Q.C. max O.C. Jamb 4 4 4 4 6 4 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 J 48" Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 "PVB"=BUTACITE. _B BY KURARAY AMERICA,INC. Jamb 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 6 6 4 6 6 4 "SG"=SENTRYGLAS Y KURARAY AMERICA,INC. O O° Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 = Jamb 6 6 4 6 6 4 6 8 4 6 8 4 6 8 4 6 8 4 6 8 4 1)USE THIS TABLE FOR z U Head/SM 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ALL WINDOWS PER THE a 0 ELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS: Jamb 6 6 6 6 8 6 6 8 8 6 8 6 6 8 6 6 8 6 6 8 6 DIMENSIONS SHOWN ARE ° 63" Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP. A tt %` J Q Jamb 6 8 6 6 8 6 8 8 6 8 10 6 8 10 6 8 10 6 8 10 6 ;� ,'X 'X' ;'X%, 1X; 1X\ O72" r Head/SIB 2 2 2 2 2% 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT / , i E J LL Jamb 6 8 8 8 8 8 10 6 8 10 6 8 10 8 8 10 6 e 10 g SHOWN,ROUND UP TO 781 THE NEXT AVAILABLE • •Q O -H; 10 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 WIDTH OR HEIGHT %X? • • ar• •�-- -.�• • Jamb 8 8 6 8 10 6 8 10 6 8 10 6 8 10 6 DIMENSION SHOWN ON - t • • •w n Head/Slil 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. ;X 0 O .. .•�) • • ••• �""� o 4; • b•� y V1••• TABLE 3: jx"1% •Q •Min. M}n. AnchorMin. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7116"ANNEALED SG LAM].GLASS, I X'; O X ;X .. ..� . •••Group Anchor Substrate Edge O.C. PlateEmbedment 114"MASONRY ANCHORS INTO CONCRETE,+70/-80 PSF DP REQUIRED,NO ANCHOR PLATE •. •. • Distance Distance Required? 1/41 steel Ultracon Hollow Block 1" 6" 1-114" No • • • 'Uj •� • CASEMENT ANCHORS: S.Pine 518" / 13/8" No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70%90. O� O O� O •• • c • •��' o%� • A #14,steel SMS(G5) 6083-T5 Alum. 3!8" 5l8" 050" No O O �� ° • or#14,410 SS SMS A36 Steel 3/8" 518" 050" No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE V10-0 P�� c V H V A653 Stud,Gr.33 3/8" 5/8" .035",20 Ga. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 4o �g o Z °'Q S.Pine 518" 11 1318" No p. �� P �� Q Q¢ U B #12,steel SMS(G5) 6063--T5 Alum. 3/8" 5/8" .050" No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. w or#12,410 SS SMS 3 St Steel 3/8" 5/8" .050,20 ° D SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL A653 Stud,Gr.33 318" 5/8" 035",20 Ge. No ) ® o N � rn 2.85k Concrete 2-102" 4" 1-318" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10" 101 n r� �M V4" steel Ultracon 2.85k Concrete 11 41 1-3/4" No N� Hallow Block 2-112" 51 1-1/4" No 4" o``x� _ C S.Pine 5!8" 1" 1-3/8" Yes F PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY O TUBE SIDE OF THE AWNING(HEAD&SILL). 4' 4" 4" =o m,_ri a #12,steel SMS(G5) 6063-T5 Alum. 3/8" 518" .0713" Yes w z o or#12,410 SS SMS A36 Steel 3/8" 518" .050" 0 h>a:o A653 Stud,Gr.33 31W 518" .045",18 Ga. Yes S.Pine 5/8" 1" 1-318" Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA); / o z #14,steel SMS(G5) 6063-T5 Alum. 3/8" 5/81 .0713" Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70%83.1. or#14,410 SS SMS A36 Steel 3/8" 5/8" .050" Yes 10.6" A653 Stud,Gr.33 3/8" 5/8" .045", 18 Ga. Yes e)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE G HAS THE ANCHOR AND / 13.25" 2.85k Concrete 1" 4" 1-314" Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 114" steel Ultracon 2.85k Concrete 2-112" 4" 1-318" Yes D Hollow Block 2-112" 5" 1-114" Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. 61' Filled Block 2-112" 4" 1-314" Yes \ 114" 410 SS 3.35k Concrete 1" 5" 1-V41 No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. CreteFlex Hollow Block 2-112" 5" 1-114" No \ 6 3.5k Concrete 1-1/4" 5" 1314" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 5/16' steel UltraconHollow Block 3-118" 5" 1-1/4" No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4" 4" Filled Block 2-1/21 5" 1-3(41 No ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). 25" 20" 20" ` 1 NCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48" - �I A.LYNN MILLER,P.E. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. P.E.#58705 10.1b,12 ' FOR GLASS TYPES: TABLE 5: s 1) 5/16" LAM I (1/8 AN - .090" PVB- 1/8 AN) PRODUCT REVISED Design Pressures(ps1)for Ingle Windows,All Anchor Groups w complying with du Florida: 4) 7/8" LAMI. IG: (1/8"AN - 7/16"AIR- 1/8"AN - .090" PVB - 1/8" AN) Building Cc& Indow Width "PVB"=BUTACITE�'VB BY KURARAY AMERICA,INC. exls4sti n 3 e �° er23° 25-15/18" 27-314° 30" 33-1/2' 35" 37° is under 23" 01-90 +70/-90 +70/90 1 +70%90 +701-90 +70/-90 +701-W 13 25.15/16° 701-90 +701-90 +70/90 +701-90 +70/-90 +70/90 +70/90 RRaansi 389/8" 70/.90 +701-90 +70190 +70/-90 +701-90 +70/-90 +70/-90 WINDOW 48" +70190 +70/90 +70/90 +70/-90 +70190 +70/AO +701-91 HEIGHT 50-5/6° +70/-90 +70/-90 +701-90 +70/90 +701-90 +701-90 +701.89.2 m 60" +701-90 +70190 +701-90 +70/-08.5 +701-80.6 +70/77.7 +701-74.3 63" +70/-90 +701-90 +70190 +70194.3 +701-76.5 +70/-73.71 +70/-70.1 WINDOW WIDTH J 72" +701-80 +70/-87.2 +70177.7 +80171.5 +601-62.4 +60/-60 +1-59.3 O 76• +70/90 +70/-84.6 +10/45.7 +/-67.3 +/-58.9 +1_57/2 +/-55.6 SEE SHEETS 1&4 FOR d' 84" WINDOW ANCHOR +7(Y90 +70V-80. 47(Y-71.3/1 +60t-62.1 +1-54.2 LOCATIONS AND QUANTITIES. /� • • (�• . +(.tea • • see* 000 ' �. TABLE 6: R -k 0 DesignPressu (pst)for Windows Attached to a Vertical Frame Assembly Tube 0 • •• W)0 • m Window with 0. W !. under 23" 25-15116" 27-314" 30" 33112" 35" 37" . C • �' Anchor Group Anchor Group Anchor Group Anchor Grog Anchor Group Anchor Group Anchor Group �;� ••• • A B C D A B C&O B A,C&D B A,C&D A B C&D B A,C&D B A,C&D •� •� W ;; • under 23" +70/-90 +701-90 +701-90 +70190 +701-90 +701-90 +701 +70190 +70/-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70f_90 +701-90 _' • ' 25-15116" +701-90 +701-90 +7000 +701-90 +70t-90 +701-90 +70(.90 +70/-90 +701-90 +701-90 +701-90 +701-� +701-90 +70/-90 +701-90 +701-90 +70f-90 +701-90 0 o p IV) _ 38-318" +701-90 +701-71.6 +70x-90 +701-90 +701-81 +701-90 +701-90 +70/-90 +701-90 +701-90 701 9 +70190 + 0 +701-90 +70/-90 +701-90 +701-90 +701-90 +70190 _ LU 48° +70/73.1 +1-57.3 +701-90 +701-90 +1-648 +701-90 +701-90 +701-90 +701-90 +701-87.8 +701-90 +701-90 +70/-78.6 +701-90 +701-90 +701-90 +70/-88.9 +70/-90 Y W F- 50-518" +1-69.3 +1-54.3 +70/-90 +701-90 +161.4 *70i-� +701-90 +T0/-90 +701-90 +70/-83.2 +701-90 +701-90 +701-74.6 +701-90 +701-89.2 +701-90 +701-84.3 +701-89.2 11 Z dam' 60" +/-58.5 +/-4&8 +701.84.7 +70/-90 +/-51.8 +70/.81.2 +70190 +70/-75.9 +70f-90-%. +701-7Q2 +701-88.5 +70/-80.3 +/-629 +70180.6 +701-75.2 +701-77.7 +7017L2 +701-74.3 O Z W 1� � Q 63° +1.55.7 +143.6 +701 +701.89.5 +/-49.3 +701-77.3 +701.90) 1 +701-72.3 +70f-90 +l-86.9 +701-84.3 +701-76.5 +J-519 +701-76.5 +70171.6 +701-73.7 +1-67.8 +701-701 �. � (n o� Wo p 41- to �U FRAME 'm o ,LU 0i 3 m /o10.MAX -� ASSEMBLY `� Q "1 TUBE TABLE 7: T Uj > Design Pressure{pat}for Windows Attached to a Horizontal Frame Assembly Tube f ® o C-4 N 011`" WINDOW It -M N Lon Window Width FRAME HEIGHT C14 It C14 0 J WINDOW _ under 23° 25-15!18" 27-314° 30 33-112" 35' 37° HEIGHT ASSEMBLY � Z Ld 0 Anchor Anchor Anchor Anchor TUBE ADDITIONAL 0 U m N 4 Anchor Group Anchor Grog Anchor Group �LZ _ 101010001 �l o� Group Group Grourp Groin -'I WIDTH r ANCHOR W a 0 0 All All All Alt B A,C&D A B C&D A B C&D 10"MAX- (4),IF REQ. o 0 OZ Z w mer 23• +7W-90 +701.80 +70/-90 +70/-90 +701-82.1 +701-90 +701 +701-78.5 +701-90 +7p/-g0 +70174.3 +701-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 0 25-1&16■ +70%90 +70/-90 +701-90 +70190 +70/-90 +70%90 +701-98.8 +70/-90 +70/-90 +70194 +701-90 +70/.90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 38.318" +701-90 +701.90 +701-90 +701_90 +70/.90 +701-c 0 +70%90 +70/-W +70/90 +70/-90 +70/-90 +701-90 {4},IF REQ. 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY 24V +70190 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/90 +70/40 +701-90 +70/ +701-90 TUBE. I WINDOW S 50-518' +70140 +70190 +701-90 +70!-90 +701-90 +701-90 +70/-90 +701.90 +70/-90 +701-89.2 +701-89.2 +70/-89.2 -"'I WIDTH .. - . 60° +70/-90 +70/40 +70/-90 +70/48.5 +701.80.6 +701.80.6 +70/-77.7 +701-T7.7 +701-77.7 +70/-74,3 +701-74.3 +70/-74.3 SEE SHEETS 1&4 FOR WINDOW ANCHOR 63• +70/-90 +701-90 +70/90 +70/94.3 +701-76.5 +701-76.5 +70173.7 +70/-73.7 +70/-73.7 +70170.1 +7(/-70.1 +70170.1 LOCATIONS AND QUANTITIES.SEE SHEET 72" +701 +70!47.2 +70/-77.7 +70171.5 +6W-62.4 +601.82.4 +6D/-60.9 +60/80.9 +60f-60.9 +/-59.3 +/-59.3 +/.59.3 3 FOR ANY ADDITIONAL ANCHORS 7-1 7(° +70140 +701-84.6 +701-75.7 +/-67.3 +/-58.9 +/58.9 +/-57.2 +/-97.2 +/-57.2 +/-55.6 +/-55.6 +/_ ,6 REQUIRED FOR THE FRAME ASSEMBLY �j TUBE. 8q +70140 +701-8D.4 +701-71.3 +60/•62.1 +/-54.2 +1-54.2 NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 FOR GLASS TYPES: TABLE 8: Design Pressure(psf)for Single Windows,All Anchor Groups SED 2} 7/16" LAMI (311 fi AN - .090" SG - 311 fi AN) PRODUCT REVg "$G"=SENTRYGLA BY KURARAY AMERICA,INC. t3'a3dm$Code Z Window Width AceaPt8DCe 140 under 23" 25-15116' 27-3/4" 30" 33.1/2" 35" 37" � E' under 23" +90%130 +90f-130 +90/-130 +9W-130 +901-130 +901-130 +90i-130 WINDOW By 25-15116" +9W--130 +90f--130 +90/-130 +901-130 +901-130 +90f--130 +90f-130 HEIGHT Nis ode 38.3(8" +9W-130 +90f-130 +901-130 +901-130 +901-130 +90%130 +9W-130 48" +g/-130 +90f-130 +901-130 +901-130 +901-130 +901-130 +901-130 s 50518" +901-130 +901430 +901-130 +901-130 +9W-130 +M--130 +901-130 WINDOW a fb WIDTH e" +901130 +9W-130 +90/430 +9W-130 +901-130 +901--130 +9W--130 g 63" +90%130 +90/430 +901-130 +90%130 +901-130 +901-130 +gW-129,8 SEE SHEETS 1&4 FOR 72" +90/-130 +901-130 +901-130 +901-130 +901-129.1 +9W-122.5 +90/--113.8 WINDOW ANCHOR 1 � 76" +9W-130 +901-130 +901-130 +901-130 +9W-124.1 +90f-116.7 +90f-107.8 LOCATIONS AND QUANTITIES. W 84" +901-130 +90/-130 +W-130 +901-130 +901-116.4 • • O�'+ •• j 6 (Q� • • . I-- ••'� o T• •• 0 ,00*0 J TABLE 9: 0 "• �• Design Pressure(psi)to Windows Attached to a Vertical Frame Assembly Tube •° • :00: • •� • • • • Window Width • we 0 W c (4 •• m25-15116 under 23" ` 27 31'k' 30" 33112" 35" 37" • •� (1 • `^ • Anchor Group Anchor Group Anchor Group Anchor Grasp Anchor Group Anchor Group Anchor Croup • • • •• • • A B C D A B C&D B A,C&D A B C&D A B C&D B A,C&D A B C&D • •� N • •• Q m �•-•• • under 23" +701-90 +701-90 +701-90 +701-90 +701-90 +701-9D +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70f-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 �. •.0Z 25,15116" +701-90 +701-90 +701-90 +701-90 +701-90 +70f-90 +70/.90 +701-90 +701-90 +701-90 +70f_90 +70190 +70f-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70190 +701-90 4 a O U) Z N 364348" +701-90 +70f-71.6 +70/-90 +701-90 +701-81 +701-90 +701-90 +70/-90 +701-90 +701-90 +70190 +70/-90 +70f-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 V 48" +701-73.1 +157.3 +701-90 +701-90 +1-64.8 +701-90 +701-90 +701-90 +701-90 +701-90 +701-87.8 +701-90 +70f-90 +701-90 +701-9D +701-90 +701-90 +701-90 +701.88.9 +701-90 N W F,, 50-518" +/-69.3 +1-54.3 +701-90 +701-90 +1-61.4 +701-90 +701-90 +701-90 +701-90 +701-90 +701-83.2 +70190 +70f-90 +701-90 +70f-9D +701.89.2 +701-90 +701-90 +701-84.3 +701-90O d Z +1.58.5 +/-15.8 +701-84.7 +701-9D +1-51.8 +701-81.2 +701 90 +701-75.9 +701-90 +701-M.6 +701-702 +701-90 +701-80.3 +701-78.8 +701-90 +701-75.2 +701-90 +701-90 +701-71.2 +701-90 W 60" 63" +1-55.7 +/-43.6 +70/-80.7 +701.89.5 +1.49.3 +701-77.3 +70/-90 +70'-72.3 +701-90 +701-85.3 +1-66.9 +701-90 +701-76.5 +701-74.9 +701-90 +701-71.6 +701-90 +70/-86.5 +1-67.8 +701-90 ��+ a (/) c W o Q p 4(l1 to y U m 3 LJ� H W FRAME 10"MAX. - ASSEMBLY TABLE 10: TUBE w LO Design Pressure(pst)for Windows 0)daros Attached to a Horizontal Assembly Tube A o C n N WINDOW M,N M cli Window Wrdh WINDOW FRAME HEIGHT o F1 under a' 25.15118' 27-314" 30" 33-1/2" 35" 37' HEIGHT ASSEMBLY J`` x F Anchor Anchor Anchor Anchor Anchor Anchor TUBE i- Z�m�; a Anchor Group I - �Anchor Group WINDOW ADDITIONAL F o0 0Group Group Group Grog Group Group 10"MAX. ANCHQR >-'I WIDTH t'•-- d x (4},IF REQ. A6 All All All B A,C&D A B C&D A B C&D o z uncut 23" +701-9D +701-9D +701-90 +701-90 +701-821 +701-90 +701-90 +70/-78.5 +701-90 +7W-90 +701-74.3 +701-90 ADDITIONAL I r-z ANCHOR SEE SHEETS 1&4 FOR WINDOW ANCHOR 25.15116" +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701.88.8 +701-90 +70f-90 +701-84 +701-90 +701-90 (4),IF REQ. LOCATIONS AND QUANTITIES.SEE SHEET 385/8' +701-90 +701-90 +701-90 +701-90 +701-90 +7(Y--90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 3 FOR ANY ADDITIONAL ANCHORS 9 48" +701-90 +701-90 +701-9D +701-90 +701-90 +70190 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 I WINDOW REQUIRED FOR THE FRAME ASSEMBLY 1 50-518' +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70f-90 +701-90 +701-90 +70/-90 WIDTH TUBE. 60" +70190 +701-90 +701-9D +701-90 +701.90 +701-90 +70f-90 +701-90 +70f-90 +701-90 +701-90 +70f-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR 63" +70190 +70-90 +701.9D +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 LOCATIONS AND QUANTITIES.SEE SHEET S'+ 3 FOR ANY ADDITIONAL ANCHORS r 72" +70190 +701-90 +701-9D +701 90-90 +701 +701-90 +701-90 +701-90 +701 6 .90 +701-90 +701-90 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY tJ�P 76" +70190 +70f-90 +701.90 +701-90 +701-90 +701-90 +70f-90 +701.90 +701-90 +701-90 +701-90 +70190 TUBE. 84" +701-90 +701-90 +701-90 +701-90 +70790 +701-90 NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#68706 FOR GLASS TYPES: TABLE 11: Design Pressure(pst)for Singh:Windows,All Anchor Groups 3) 7/16" LAMI (3116 HS - .090"SG- 3/16 HS) as Complying REVISED w a,eernptying with Flarlata a 7) 7/8" LAMI- IG: (3116" AIV - 1/4" AIR- 3/16" HS- .090" SG -3/16" HS) I3uilding tpuacode e No 16r 0(P�9I Window Width under 231 25-15/16' 27-314" 30" 33-112, 33. 37" 9) 7/8" LAM 1. IG: (3/16"T- 1/4"AIR- 3/16" HS - .090" SG-3/16" HS) JARF.17fl_ under 23" +801-130 +901-130 +90/430 +90/-130 +90/-130 +90/-130 +901-130 "SG"=SENTRYGLASPBY KURARAY AMERICA,INC. i Mmni 25-15118" +9x-130 +801-130 +901430 +8x-130 +90/-130 +901-130 +90/-130 38 318' +901-130 +901-130 +901-130 +901-130 +901-130 +901--130 +90/-130 48" +901-130 +901430 +901-130 +901-130 +901-130 +901-130 +801-130 = 50318° +901-130 +9x-130 +90%130 +904130 +901-130 +901-130 +901-130 T m g 60" +W-130 +90/430 +W-130 +901-130 +901-130 +90/-130 +90(-130 WINDOW HEIGHT 63" +901-130 +901-130 +901-130 +901-130 +9x-130 +901-130 +90/-130 J 72" +90(-130 +901-130 +90/-130 +80/-130 +90/430 +901-130 +90/-130 tui 78" +90(-130 +901-130 +90/-130 +90(-130 1 +80/-130 1 +901-130 +9x-130 WINDOW W r. 84 +901-130 +9x-130 +9x-130 +8x-130 +90/-130 WIDTH a. �• •y� Z U SEE SHEETS 1&4 FOR • '•p� r led• •• WINDOW ANCHOR •• (�• g • LOCATIONS AND QUANTITIES. "�'• Z' • J o •• i• •e** TABLE 12: • •••. • V-Joe. •71 '• Design Pressure(pst)for Windows Attached to a Vertical Frame Assembly Tube `o ••' 0 W. • •N' • :Go: ••o• ••� • Window Width a • ••'• W •'� O• • m under23" 25-15116" 27-314" 30" 33.112" 35" 37" . .c't ' . w d 0 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group -: ... :. A B C D A B C&D B A,C&D A B C&D A 8 C&D B A,C&D A B C&D ••CC LL1 CO � � •� under 23" +701-90 +701-90 +70(-90 +70/-90 +701-90 +701-90 +70(90 +70(-90 +701-90 +701-90 +701 90 +701-90 +701-90 +7x 90 +701-90 +701-90 +70(-90 +701-90 +701-9D +7x90 _• • • 25-15116" +701-90 +701-9D +70(-90 +701-9D +701-90 +701-90 +701-90 +70(-90 +701-90 +70(-90 +701-90 +701-90 +70(-90 +701-90 +701-90 +701-90 +701-9D +70(-90 +70190 +70/-90 0 0 _ 38-318" +701-90 +701-71.6 +70(-90 +701-90 +7x-81 +701-90 +701-90 +701-90 +701-90 +70(-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-� +70(90 +701-90 +701-90 +101-90 _ W 460" +701-731 +157.3 +70(-90 +70(-90 +1-64.8 +701-90 +70(-90 +70(-90 +701-90 +70(-90 +70(-87.8 +70190 +701-90 +70(-90 +70(-90 +701-90 +70(-90 +701-90 +70198.9 +70190 Y 8" +1-89.3 +154.3 +701-90. +70(-90 +1-61.4 +70(-90 +701-90 +70(-90 +701--90 +70(-90 +701-83.2 +701-90 +701-90 +70(-90 +70(-9D +70199.2 +70(-90 +701-90 +701-84.3 +70(-90 (L Z +1.58.5 +1-45.8 +701-847 +70(-90 +151.8 +70(-81.2 +701-90 +701-75.9 +701-90 +701-89.6 +701-70.2 +701-90 +70190.3 +701-78.6 +701-90 +701-75.2 +701-90 +701-90 +701-712 +70(-90 WZ <" +155.7 +143.6 +701-80-7 +70V99.5 +149.3 +707-77.3 +70190 +701-72.3 +7x-90 +70145.3 +1-68.9 +70(-90 +70(-76.5 +701-74.9 +701-9D +70(-71.6 +70(-90 +70196.5 +1-67.8 +701-90 �� W 0 0 p :4 C 1) v0( y U N CLU FRAME a o "3 4 0 U cn 10'MAX. ASSEMBLY TUBE TABLE 13: Uj Design Pressure(psi)for Widows Attached to a Horizontal Frame Assembly Tube ® o N rn N rn WINDOW M,N M Window Width WINDOW FRAME HEIGHT o ii-J = under 23" 25-15/16" 273/4" 301' 33-1/2" 35" 37" HEIGHT ASSEMBLY O "`` TUBE � =cWi ui a Anchor Anchor Anchor Anchor Anchor Anchor O- g ,_ Group Group Group Group Group Gro Anchor Grog Anchor Group WINDOW I - ADDITIONAL w w o O O P P 10» WIDTH I� ANCHOR ~>a Y All All All All B A,C&D A 6 C&D A 8 C&0 (4),IF REQ. o z w under23" +7000 +70f-90 +701-90 +7(Y-90 +701-82,1 +701-90 +701 +70178.5 +701-90 +701-90 +701-74.3 +70/-90 ADDITIONAL SEE SHEETS 1 &4 FOR WINDOW ANCHOR c) ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 2515116" +70190 +701-90 +70/-90 +7&-90 +70/-90 +701190 +70/-8S.8 +701-W +701-90 +701-84 +70( +-90 7x-90 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS 38-318" +70r-90 +701-90 +70190 +70r-90 +70r-90 +70+.90 +701-90 +70/-W *70/-90 +70%90 +701-90 +70/.90 REQUIRED FOR THE FRAME ASSEMBLY t " +7&-90 +7&90 +7&190 +7&-90 +7&-90 +7&-90 +7&190 +701-90 +70190 +70(-90 +70/-90 +701-90 I WINDOW TUBE. as 48 - 1 = 50-5/8" +70f1/0 +7W-90 +701130 +70/-90 +70/-90 +70Y-90 +70/40 +10(-90 +701-90 +7x-90 +70/-90 +70/_90 WIDTH 60" +70(1.0 +701.90 +7x-90 +70(-90 +70f-90 +7&-90 +701119D +70/-90 +701-90 +701-90 +70(-90 +701-90 SEE SHEETS 1 &4 FOR WINDOW ANCHOR 63" +70x-90 +701-90 +70r-g0 +701-90 +7&-90 +70r-90 +701-9D +70/-90 +7(Y-90 +701-90 +701-90 +70/-90 LOCATIONS AND QUANTITIES.SEE SHEET3 FOR ANY 01190 +7&90 +7&130 +701-90 +70x-90 +7&190 +7x-90 +701-90 +701-90 +701-90 +70(-90 +701-90 REQUI ED FORITIONAL ANCHORS THE FRAME ASSEMBLY 16" +7&-90 +70'-90 +701.90 +7&190 +70/-90 +701-90 +7&90 +701-90 +701-90 +701-90 +70/-90 +701-90 TUBE. 72" +7 84" +70/190 +7(Y-90 +701-90 +701190 +701-90 +70f-90 NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. E.#58705 FOR GLASS TYPES: TABLE 14: 5) 7/8" LAMI. IG: (1/8" T- 7/16" AIR - 1/8"AN- .090" PVB- 118"AN) PRODi CTREVISEO Design Pressure(psQ for Single Windows,All Anchor Groups IS Complying VA&do Florw D "PVB"=BUTACITEIPVB BY KURARAY AMERICA,INC. Buil&n8 Cade Window Width Acccptanm- under 23" 25-15/16" 27-9/4" 30" 33.1/2" 35" 37" E�cp'�-atiors Rate under 23" +70f-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 By 2545/16" +701-90 +70/90 +70%90 +701-90 +701.90 +701-90 +70/-90ti iattti a liraacfuct 38918" +70/-90 +70%90 +701-90 +70/-90 +701-90 +701-90 +701-90 48" +701-90 +M/--90 +70/90 +70190 +70/90 +701-90 +701-90 50-5/8" +70/-90 +701-90 +701-90 +701-00 +70!90 +70/-90 +70/90 a m xx 60" +701-90 +701490 +70190 +70/-W +701-90 +70/-88.6 +70/94.6 WINDOW 83' +701-90 +70/-90 +70/-90 +701-90 +701-87.2 +701-84 +701-79.9 HEIGHT 72" +70490 +70/90 +701-88.5 +701.81.5 +60%70 +60/-89.4 +60/-87.6 LLJ 76" +70/-90 +70/90 +701-86.3 +70/-76.7 +60/�i7.2 +60/-65.2 +601.83.3 WINDOW �a QC' 84" +70190 +70/-90 +70/-81.3 +60/7 601 0 + .61.8 WIDTH • T• •• Z' ... SEE SHEETS 1&4 FOR • •• • otf a O .• WINDOW ANCHOR • •••• LI•• • a • •• LOCATIONS AND QUANTITIES. • • •• J o a• TABLE 15: t :old*: Design Pressure(ps$for Windows Attached to a Vertical Frame Assembly Tune • .••' • • r- . .... (-Do J •• Window Width •; . • ay• ; • m under23' 25-15116" 27-3/4" 30' 33-112" 35" 3T W • .. • l r Coss 0 Anchor Group Anchor Group Anchor Group Anchor Grog Anchor Group Anchor Group Anchor Group • • Q„ • ry y • A B C D A B C&D B A,C&D A B C&D A B C&D B A,C&D B A,C&D • (A• nder 23' ••�y ••• • u +70/-90 +701-90 +7019 90 0 +70/- +70190 +70/•90 +70%90 +701-90 +701-90 +70/-90 +701-90 +70%90 +701-90 +701-90 +701440 +701-90 +70/90 +701-� +TO/-90 •• •G� T : m fo•9 • 25.15/16" +701-90 +701-90 +701-90 +M/-90 +70190 +70/.90 +70190 +701 +7019D +701-90 +70%90 +70190 +70/-90 +70190 +70/-90 +70/-90 +701-90 +70!40 +70/-90 y C�7 = •.d Z • 38-3/8" +701• +70/71.6 +701-90 +70/90 +70/-81 +70190 +701-90 +70/90 +70/90 +701-90 +70/90 +701-90 +701-90 +701-90 +70/-90 +70/90 +70/90 +70/-90 +70/90 48' +70173.1 +/-57.3 +70/90 +701-90 +194.8 +70/90 +70190 +70/90 +70190 +70190 +70197.8 +701.90 +70/90 +70178.6 +70/90 +70/-90 +70/90 +70/-88.9 +70/-90 W 50918" +/-89.3 +/-54.3 +70190 +70190 +/-61.4 +701-90 +701-90 +70/-90 +70/-90 +70190 +701-83.2 +70190 +70190 +70174.6 +70/~90 +701-89.2 +701.90 +70/-134.3 +70/-90 60' +/-58.5 +1-45.8 +70/-84.7 +70/-90 +191.8 +70%81.2 +701-90 +701-75.9 +70/-90 +70/89.6 +70170.2 +70140 +70/90.3 +!92.9 +701.90 +70/-76.2 +70/-88.6 +70/-71.2 +70/-84.6 a Z C> 63* +/.55.7 +/43.6 +70/40.7 +701-89.5 +/-49.3 +70/-77.3 +70190 +70/-72.3 +70190 +70/•85.3 +/96.9 +70190 +701-76.5 +1-59.9 +701-81.2T+70/-71.8 +701-84 +/-87.8 +701-79.9 LL1 ;- w UO} sU W � Q FRAMEv O 2-(n (� y V 10'MAX. ASSEMBLY y ; y W �; Q TUBE na` oa a V Vn TABLE 16: WIN DOW Uj Design Pressure(ps0lbr Windows Attached to a Horizontal Frame Assembly Tube HEIGHT ® o N � rn Window Widtho LO r Runder 23" 25-15116" 279/4* 30" 33.1/2" 35" 37* WINDOW FRAME J HEIGHT ASSEMBLY -•� WINDOW H � ANCH R� =Q 0, vi Q Anchor Anchor Anchor Anchor TUBE Anchor Group Anchor Group Anchor Group (4),IF REQ. w z o 0 0 Group Group Group Group >a Y o A� AO All All B A,C&D A B C&D A B C&D 10° SEE SHEETS 1&4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET z Z w under 23" +70490 +701-90 +70%90 +70/90 +70/-82.1 +70190 +701-90 +701-78.5 +70190 +701-90 +701-74.3 +7�-90 ADDITIONAL 3 FOR ANY ADDITIONAL ANCHORS 25-15/16" +70190 +70/-90 +701-90 +70/90 +70190 +70/90 +701-88.8 +70/90 +701.90 +70/44 +70/-90 +70!-90 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 3"W +70/490 +701-90 +70/-90 +70190 +70/90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/40 (4),IF REQ. TUBE. 48" +70190 +70190 +70/90 +70/-90 +70190 +701-90 +701-90 +701-W +701-90 +70/-90 +70/-90 +701-90 m - i 50-518" +70190 +70/-90 +70/90 +70/-90 +70/-W +70%90 +70190 +70%90 +70/-90 +701-90 +701-90 +70/90 WINDOW J WIDTH 60' +701-90 +70190 +70/90 +70/-90 +70/-90 +70/-90 +701-88.6 +70198.6 +70/-88.6 +70194.6 +70/-84.6 +70/-84.6 63° +70/.90 +70/-90 +70/-90 +70/-90 +701$7.2 +701.87.2 +70/-84 +701-64 +70/-84 +701-79.9 +70/-79,9 +70179.9 SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET l` 72" +70190 +70/90 +70/-88,5 +70/-81.5 +6W-70 +60/-70 +601.89.4 +60199.4 +60199.4 +601-67.6 +6W-87.6 +601.67.6 3 FOR ANY ADDITIONAL ANCHORS TB' +70/90 +70/90 +701-86.3 +70176.7 +601.87.2 +601.87.2 +801-65.2 +60/.85.2 +601-85.2 +601-63.3 +601-63.3 +60/•63.3 REQUIRED FOR THE FRAME ASSEMBLY TUBE. 84* +70(-90 +70/90 +70/-81.3 +60170 +60/-61.8 +60/-61.8 NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 • ` ' FOR GLASS TYPES: TABLE 17: Design Pressure{pst}for Single Windows,All Anchor Grohs 6) 7/8" LAML IG: (3/16"AN - 1/4" AIR - 3/16"AN - .090" SG - 3/16"AN) PRODUCT REVISED as cemplying with the Florift a 8) 7/8" LAMI. IG: (3/16" T- 1/4" AIR- 3/16"AN - .090" SG -3/16"AN) Btilding caa0 Window Width Accepi mce Bim • •� under 23" 25-15116" 27-314" 30" 33-112" 35' 3T' "SG"-SENTRYGLAS BY KURARAY AMERICA,INC. e * under 23" +90/-130 +901-130 +90%130 +9W-130 +90%130 +901-130 +90/-130 B y 25-15116" +90/-130 +90%130 +90%130 +901-130 +90/-130 +901-130 +9W-130 Ivfia-st s P 38-316" +90/-130 +901-130 +90/-130 +90%130 +90/-130 +901-130 +90/-130 48" +90/-130 +90/-130 +90%1130 +901-130 +90/430 +901-130 +90%130 = 50-5/8' +901-130 +90/-130 +901-130 +90030 j +90/-130 +901-130 +90/-130 m 00" +901-130 +901-130 +9W-130 +901-130 +90/-130 +901-130 +901-130 WINDOW HEIGHT C 63" +9W-130 +901-130 +90/-130 +901-130 +90/-130 +90/430 +90/430 J 72" +90/430 +901-130 +90/-130 +901-130 +SW-130 +901-124.6 +90/-115.7 O d' 76" +901-130 +901-130 +901--130 +901-130 +901-126.2 +90/-118.7 +90/-109.6 WINDOW r.. 84" +90/-130 +9W-130 +90%130 +901-130 +901-116.4 WIDTH (-•0•4 ; z° SEE SHEETS 1&4 FOR ' •• ; a ;' WINDOWANCHOR . ,... • a 0 • LOCATIONS AND QUANTITIES. • • g Mee•• • .•• .. • . TABLE 18: c • •••• • A#) T - Design Pressure(psf)for Windows Attached to a Vertical Frarne Assembly Tube h . .•.. 0. • J U. • LU m Window Width W • O O under 23" 2515/16" 27-314 30" 33.112" 35" 37" � • • "9r"� � Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group • A � so 3: •" ' A B C D A B C&D B A,CBD A B C&D A B C&D B A,CBD A B C&D •. ' LLJ under 23" +701-90 +701-90 +701-90 +701-90 +70/90 +701-90 +70190 +701-90 +701-90 +701-90 +70-90 +701-90 +70190 +701-90 +701-9D +701-90 +701-90 +701-90 +701-9D +70/ j 0 •0 y • 251511W +701-90 +70190 +701-90 +701-90 +701 9D +70190 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 0 4 O (n Z w 38-318" +701.90 +701-71.6 +701-90 +701-9D +701-81 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-9D +70/-90 _ LU 48" +701-73.1 +1-57.3 +70/-90 +70/-90 +/-64.8 +701-90 +701 +701-90 +701-90 +701-90 +701.87.8 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-88.9 +701-90 Y I� /8" +1-69.3 +/-54.3 +701-90 +701-90 +1-61.4 +701-90 +701-90 +701-90 +701-90 +70190 +70/-83.2 +701-90 +701-90 +701-90 +701-90 +701-89:2 +70/-90 +701-90 +701-84.3 +701-90 Q" W O � d- 60" +1-58.5 +145.8 +701-64.7 +701-90 +/-51.8 +70'81.2 +701-90 +701-75.9 +7(M-90 +701-89.6 +701-70.2 +701-90 +7W-80.3 +701-78.6 +701-90 +701-752 +701-9D +701-90 +701-71.2 +701-90 Q Z I- 1 63" +/-55.7 +143.6 +70/-80.7 +701-89.5 +1-49.3 +701.77.3 +701-90 +70/-72.3 +701-90 +701-85.3 +/M.9 +701-90 +701-76.5 +701-74.9 +701-90 +701-71.6 +701-90 +701-8&5 +1-67.8 +701-90 >: (/) o W o t( O -5-CD +� y U H C nN/ 3 I.L y 0/ Q m FRAME a q o 10"MAX. ASSEMBLY TUBE LU TABLE 19: 4M 04 Design Pressure(psf)for Windows Attached to a Horizontal Frame Assembly Tube WINDOWCD to,�) HEIGHT Window Width WINDOW FRAME under 23" 25-15/16" 27-314" 30" 33-1/2" 35" 37" HEIGHT ASSEMBLY _C)m Ef� a Anchor Anchor Anchor Anchor Anchor Anchor anchor Group Anchor Group TUBE �„ WINDOW ADDITIONAL w w o o a Group Group Group Group Group Group WIDTH a z 10"MAX. (4),IF REQ. z a Y All All All All B A,C&0 A B C&D A B C&D SEE SHEETS 1&4 FOR WINDOW ANCHOR qty 23" +70%90 +701-90 +70/90 +70%90 +70/-62.1 +70f-90 +701-90 +701-78.5 +70190 +701-90 +70/-74.3 +70/-90 ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET ANCHOR 25-1011W +701-90 +70/-90 +70/-90 +701-90 +701-90 +70/--90 +701-88.8 +701-90 +701.90 +701-84 +70/-90 +701-90 ANANIF REQ. 3 FOR ANY ADDITIONAL ANCHORS 38 318" +701-90 +701-90 +70190 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70%90 +70190 +701-90 REQUIRED FOR THE FRAME ASSEMBLY +70J-90 +701-90 +701-90 +701-90 +70/-90 +70(-90 +701-90 +701-90 +70190 +70/-80 +7W� +70+•� I WINDOW I TUBE. V 48' i 50-5/1;' +701 +701-90 +70/-90 +701-90 +70/-90 +70%90 +701-90 +70%90 +70190 +701-90 +70/-90 +701.90 WIDTH 60" +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +70%90 +701-90 +701-90 +70/-90 +701-90 +701-90 SEE SHEETS 1 &4 FOR WINDOW ANCHOR 63" +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70%90 +701-90 +701-90 +70/-W +701.W LOCATIONS AND QUANTITIES.SEE SHEET q 3 FOR ANY ADDITIONAL ANCHORS 72• +70190 +701.80 +701-90 +701-90 +7(Y.90 +701-90 +70/90 +701-90 +701-90 +70/-90 +701-90 +70V-90 REQUIRED FOR THE FRAME ASSEMBLY + + + + 0190 TUBE. 76" +701-90 +70/-90 +70190 +70/90 +71-9 +70-90 +70190 +70/-90 701-90 70/90 701 7 84• +701.90 +701-90 +701-90 +70/90 +701-90 +7(Y-90 NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 L' r TABLE 2 0: Item Dwg.# Description Material ASSEMBLY DETAILS 1 7002 Main Frame Head,Sill&lamb 6063-T8 Alum. ALL DETAILS SHOWN FROM THE INTERIOR 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top,Bottom&Side Rall 6063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 3 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187"x.275!' Flex PVC 70 10 7024 Maxim Multl-Point Lock steel SASH 11 7026 Lock Support Plate Steel 12 7014 Multi-Lock Keeper Steel AS REQUIRED PER 2 CORNERS 13 7013 Tie Bar Guide Nylon TABLE 3,SHEET 4 1 14 7015 Tie Bar Assembly Steel or SS 1 • • ,"". 15 7028 Maxim Dyad Operator,WW<-24" Steel • • • °°°° '° °° 16 7027 Maxim Dual Arm Operator,WNh24" Steel b 960666 .. °. 17 7030 Operator Gasket Vinyl Foam 7 0.0.0. 18 7031 Operator Backing Plate Steel 0000 :0 0•:• ;' 4090 19 1 7051 O eratorSpacerBlock Nylon 3 "" • .. . 20 7032 Stud Bracket Steel00'00' '..'•: ••• . 21 7033 Operator Track&Slider(Dual Arm) Steel °• 22 7023 Egress Hine Heavy Duty},Manuf.by Truth Steel Steel ......5 • ... 23 7050 Egress Hin a/Washable(HD),Manuf.b Truth 24 Snubber,Anti blowout Clip Steel "• • 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM •• 33 1714 Setting Block 5 32"x 7/16"x 1-11V' EPDM 35 7036 Lami Bead B 6063-T6 Alum. 86 36 7042 Lami Bead C 6063-T6 Alum. 37 7059 Lami Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Ws (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wst (Thin) Flex PVC 70 50 Dow 899 Silicon Backbeddin '® 60 7006 Screen Frame 3105-H14 Alum. INTERIOR 61 7040 Screen Corner Key Polypropdene ' 62 Screen doth Fiberglass 6 63 1635 Screen Spline EM.PVC 64 320 Screen SpringStainless Steel 4 70 134 Add-on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube &H53-T6 Alum. F RAM E 80 #8-32 x 2"Ph.Pn.Mach.Scr TYPE B Stainless Steil 81 1157 #8x 1/Y il Ph.Pn.SMS Stainless SteCORNERS PrODTJCTREWSE1) comply 82 #8x 5/8'FI.Ph.SMS Stainless Steel 86 as Buildideng Coing with sw Floridalo83 #8 x 7J8'FI.Ph.SMS Stainless Steel Acceptance M fro-0624.21 84 #$X 1"FI.Ph.TEK Stainless Steil Revised 8y: Date: Revision B. ) +`pteattctitt � �'MOO 85 #8x 1"Quad Pn SMS Stainless Sled By Stainless Steil M` 86 #8X 1-1/2"Quad Pn SMS Revised By. Date: Revision A.- 87 :87 #10x 1/2"Ph.Pn./TEK Stainless Steil 89 #10-24 x 9/16"Ph.Pn.TYPE F Stainless Steil Ph 90 # 1" .Pn.TEK Stainless Steel 12 x ® Description: Drawn 8y: t� BOM AND CORNER VIEW J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 10 OF 11 MD-CA740-LM B REA58705 + " ►.062" 11.124" NOM. � .434" 125" SILICONE HOT-MELT BUTYL 439" OM.062" 2 701" NOM. STRUCTURAL STRUCTURAL SILICONE 3116"NOM. 1'159" 062" 114"NOM. FOAM 2.139" POLYISOBUTYLEN WITH 2.784" WITH DESICCANT DESICCANT .093" EXT.GLASS EXT.GLASS ,� FRAME HEAD, 3 SASH TOP, 71 FRAME 0) SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE #7002, 6063-T6 #7003,6063-T6 #7004,6063-T6 •••• INT.GLASS INT.GLASS 1.356" � •L—.%T2 • •KODISPACE 101 SUPER 040" 1.°°°°. • • •• Q 4SG TPS SPACER®NXT " J .423" —►� ; .095 .093"••••' % • FIXED Oils" ••• 2 ANCHOR PLATE 60 SCREEN FRAME la��DICION FLAW F ••o • ALUMINUM O #7071, 6063-T6 #7006,6063-T6 ;y34, 606'3`f60 "• • so REINFORCEMENT POLYISO- DESICCANT FILL AREA • • a BUTYLENE 5116"NOM. • ' 5116"NOM. SEAL •• • ••• • ;•• • BUM& SILICONE SEAL 706" .523" •• DESICCANT ROLL-FORMED 050" .050" _ _} FOAM STAINLESS STEEL EXT.GLASS •865" .865" EXT.GLASS 35 BEAD B 36 BEAD C IN'.GLASS INT.GLASS #7036,6063-T6 #7042, 6063-T6 1oz DURASEAL® los XL EDGET" 0 SPACER 0 SPACER '17� _ L .870" 4 .050" Part# Description Material Imo— .569" 100 Kommerling 4SG TPS Spacer System 37 BEAD D PRODUCT REVISED 101 Quanex Super Spacer rtX�with Hot Melt Butyl See this #7059,6063-T6 as complying with db-.flw'Ida I3uilding CO& 102 Quanex Duraseal Spacer Sheet for Ameptatice No f6-M VT-2) Materials Expimt�Date -20 t8 103 Cardinal XL Edge Spacer Revised By: Date: Revision B: g J R 05/05116 ADDED THIS SHEET By REFERENCE TEST REPORTS:FTL-8717,8968&8970 WITH SPACERS. ; Revised By: Date: Revision A: ® Description: Drawn By:EXTRUSIONS & SPACERS J ROSOWSKI ' r r "`` •'• 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE, FL 34275CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 . . . NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 11 OF 11 MD-CA740-LM B P.E.#58705