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WS-19-2879Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS -12-19-2879 r Permit Type: Windows/Shutters ��. orl-Classification: Window/Door Replacement Permit Status: Approved Issue Date: 12/18/2019 I Expiration: 06/15/2020 Location Address Parcel Number 1098 NE 96TH ST, Miami Shores, FL 33138 1132060143460 Contacts PAUL AND SUZY MOSHEIM Owner ATLANTIC WINDOWS & SHUTTERS INC Contractor 1098 NE 96 ST, MIAMI SHORES, FL 331382552 HATEM BAMIEH Other: 3057578233 Business: 3052338886 SERVICE@AWSMIAMI.COM Description: REPLACE 4 WINDOWS AND 1 DOOR Valuation: $ 4,900.00 Inspection Requests: 4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $15.00 Technology Fee $3.75 Windows/Shutters Fee $100.00 Total: $177.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $177.00 Credit Card 12/18/2019 $127.00 Credit Card 12/04/2019 $50.00 Amount Due: $0.00 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 foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating-cQnstru n and zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent Date December 18, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village 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 BUILDING ❑ ELECTRIC ❑ ROOFING cif// Ps 3 /17 2 r >> ENTERZD DEC 04 2 19 FBM Master Permit No. " V S-1 Z I q Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1039 SIE q 4P S� City: Miami Shores, ` County: Miami Dade Zip: 33138 Folio/Parcel#: it - 3AD(p - 0 `I' " 3 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ?ajj-L A as he.I na Phone#: Address: � & ilo 6f City: Du ajw' State: zip: Tenant/Lessee Name: Email CONTRACTOR: Company Name: ���C N.//N[1dYl�S i�d7Vl/liT�IZS Phone#:;NQS-�� Address: 1 6) 55 �.�j �z � tom/ / City: _ State: 1- 1 Zi p:.7 3J Ila Qualifier Name: 'HQj'2Y1l T'A-ft1e VN. Phone#: State Certification or Registration #: �L 1L. �! lU© L4 I Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 00 Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration ❑ New d Repair/Replace ❑ Demolition Description of Work: �Q CJI (4 e e— t VAAjj LA -1 Specify color of color thru tile: Submittal Fee $ O� Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ (�y TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 approved and a reins ction fee will be charged. Signature ignature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �qe,�r 20 ko by �,, rr-- day of N 20 9 by who is rsonally k wn to j- f/11 U1Lf , who is personally known to me or who has produced as me or who has producedq 0 2Ldo,-1 � 1;7s identification and who did take an oath. NOTARY PUBLIC: Print: r LOURDES ug n Seal: =o�P;`• ,�'c M• COMMISSION#GG * Q E}(pIRES: Febn,a�� �j9rp OF V- Bonded Th- Budge �\ APPROVED BY (Revised02/24/2014) identification and who did take an oath. NOTARY PUBLIC: Sign: 68254 Seal Notary Public - State of Florida Commission „ GG 304467 2021 My Comm. Expires Feb 21, 2023 SeMces Bonded through National Notary Assn. Plans Examiner Structural Review v Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 G4, -,OFFICE uff THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-3460 Property Address: 1098 NE 96 ST Miami Shores, FL 33138-2552 Owner PAUL MOSHELM &W SUZY Mailing Address 1098 NE 96 ST MIAMI SHORES, FL 33138-2552 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 2 Living Units 1 Actual Area Sq. Ft Living Area Sq. Ft Adjusted Area 3,607 Sq.Ft Lot Size 18,961.8 Sq. Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $716,823 $682,294 $682,294 Building Value $254,937 $256,870 $258,803 XF Value $40,655 $41,022 $41,389 Market Value $1,012,415 $980,186 $982,486 Assessed Value $430,327 $422,304 $413,619 Benefits Information Previous Sale Price 2019 Benefit Type 2019 2018 2017 Save Our Homes Assessment $582,088 $557,882 $568,867 Cap Reduction Exemption Value $25,000 $25,000 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead I........ $50,000 Taxable Value ____ _ _._____......... ....... _._.__.._...__......._............ _.._.___.....___...._..._._._-----_____ ____............ Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). $363,619 Regional Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 1 BLK 81 LOT SIZE IRREGULAR OR 17248-1353 0696 1 Generated On : 12/4/2019 Taxable Value Information Previous Sale Price 2019 2018 2017 County _..- Exemption Value $50,000 $50,000 $50,000 Taxable Value $380,327 $372,304 $363,619 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $405,327 $397,304 $388,619 ... ......_.. City Exemption Value $50,000 $50,000 $50,000 Taxable Value $380,327 $372,304 $363,619 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $380,327 $372,304 $363,619 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/01/1996 $300,000 17248-1353 Sales which are qualified 05/01/1984 $240,000 12135-1327 Sales which are qualified 04/01/1978 $125,000 09998-1667 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp Version https://www8.miamidade.gov/Apps/PA/property search/ 12/4/2019 RICK SCOTT GOVERNOR. JONATHAN ZACHEM SECRETARY • ', b d''bp', , r �.f�:, STATE'OF FLORIDA, >> 3<' •r`•{J Jr r' DEPARTMENT-OF'BUSIN FESSIONAUREGC LATION CONSTRU G BOARD \ `THE`GENE _ f �t ... UNDER THE �P ` . .� J \ •J -ROVI .4 UTES i .- •J• - .1. 1 'p'' trf 4 �',, •w r EXPIR ON241g, AWMK,31; 2020' Alwaysverify licenses online a t'MvFlondaLicense.com;�'r i I,+ oo r Do.nof 61ter;this "documertt.in any.for'm. .�' • ' • lr . ' J t •, rJl I i i } r This is•your license. Itis unlawfuhfur anybne'other than the licensee to use this document. " ,. 013304 Local Business Tax Receipt Miami -Dade County, State of FloridaLBT -THIS IS NOT A BILL = DONOT PAY • 4�,�L3 _ AR M KAME/LOCATION RECEIPT No. . - ATLANTIC WINDOWS & SHUTTERS INC ". RENEWAL SEPTEMBER 30, 2020 13157 SW 87TH AVE;; 7572311 Must be displayed at place of business MIAMI FL 33176 Pursuant to County Code Chapter BA - Art. 9 & 10 OWNER SEC.TYPE.OF BUSINESS PAYMENT RECEIVED ATLANTIC WINDOWS&SHUTTERSINC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR CGC1526041 - 5MO6-�691-23/2019 w8iFer(sj 1 - - FPPQTT=1 —015793 This Local Business Tax Receipt only confirms payment of the Local BusinessSe%- T5&Receipt is not a license, permit or a certification of the holder's qualifications, to do business. Hofdermustromply with any^yovemmerital or nongovernmental regulatory laws and requirements which apply to the business. . The RECEIPT N0. above must be displayed on all commercial vehicles- Miami -Dade Code Sec Ra -276. For more information, visit www miamidadflaovRaxcollector ' r ' e ATLAWIN-D1 PROSSINI 7 CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD MMIDD/YYYY) 1212/2019 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 policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE 305 279-5446 FAX (A/c, No, Ext): ( ) IANC, No):(305) 279-4045 International Insurance Center Inc 7990 SW 117 Ave Suite 209 Miami, FL 33183 ADDRIE :Info IIC.Cc INSURERS AFFORDING COVERAGE NAIC # INSURERA:WeSCO Insurance CO 25011 EACH OCCURRENCE $ 1'000,000 INSURED INSURER 8: UNI Guard Insurance CO. INSURER C Atlantic Windows 8r Shutters, Inc INSURER D: 13155-57 SW 87 Ave Miami, FL 33176 INSURER E INSURER F: rnvcoencc rFRTIPIrATF W"IUIRFR• 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. INSR I ILTRA TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS AUTHORIZED REPRESENTATIVE X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FX—] OCCUR NPP8628945 8/16/2019 8/16/2020 EACH OCCURRENCE $ 1'000,000 DAMAGE TO RENTED 100,000 PREM a occurrence) $ MED EXP (Any oneperson) $ 5,000 PERSONAL & ADV INJURY $ 1'000'000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY ❑ JECT E] LOC OTHER: GENERAL AGGREGATE $ 2'000'000 PRODUCTS - COMP/OPAGG $ 1'000'000 $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AURTEO�S ONLY AUTOS p AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMIT $ BODILY INJURY Perperson) $ BODILY INJURY Per accident $ BODILY PROPERTY AMAGE Per accident $ UMBRELLA LIAB EXCESS LIAR HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y❑ �FFICERIM�MBER EXCLUDED? Aandatory n NH) If as, describe under DESCRIPTION OF OPERATIONS below N / A TWCO22396 4/17/2019 4/17/2020 OTH- STAT IER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYE $ 500 000 E.L. DISEASE -POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached N more space is required) General Contractor CGC #1526041 1%MM'rI0I/1ATC uni nco rANr.FI I ATInN ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Building Department 9 P THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave 33138 AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD JOB NAME /ADDRESS: MOSHEIM ESIDENCE 1098 NE 96L STREET MIAMI SHORES, FL 33938 DESIGN CRITERIA FLORIDA BUILDING CODE '20jy7�. �`� G.% WIND CODE: ASCE 7-10 6 REA MEAN ROOF HEIGHT: 25.00 Y'c itect EXPOSURE: D BUILDING RISK CATEGORY 11 S IXan S Ones bellsouth.net CONSTANT: 0.00256 (GCPI): 0.18 n • WIND VELOCITY (V): 175 0.85 O F F4 EXPOSURE ADJUSTMENT(Kz): 1.126 'L� Q\,NARDR (Kzt): 1 �711 FLAT ROOF: N/A . Q ; O. 110017521 Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 175.04 p.s.f. Z • to '. •' '` W= Q (GCP +or- GCPI) P= 0.6 W .......... (ASD) (r P= W .............. (LRFD) 1- 1Z CALCULATIONS PROCEDURE EXAMPLE, USING MARK ( Al ) W(+)- 75.04 p.S.f. (0.9494579+ 0.18J = +84.75 p.s.f. P(+)= 0.6 (+84.75 p.s.f.) = +50.85 p.s.f. W(-)= ..............75.04 p.S.f. (-1.0494579- 0.18) = -92.26 p.s.f. ...........P(-)= 0.6 (-92.26 p.s.f.) = -55.36 p.s. f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.F1.= 22.61 TOTALSq.ff.= 58.13 MARK MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. Gcp (+) Gcp ( ) Al FIXED IMP. 48.000 58.000 19.33 50.85 -55.36 INT (4) 18-0430.05 0.94945787 -1.04945787 A2 FIXED IMP. 48.000 19.250 6.42 53.13 -57.63 INT (4) 18-0430.05 1 1.00000000 -1.10000000 B SINGLE -HUNG IMP. 37.000 63.000 8.09 53.13 -71.14 END (5) 18-0430.06 1 1.00000000 -1.40000000 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.F1.= 22.61 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. Gcp • r-cp AREA P.S.F. P.S.F. (+) • *46t.) 1 FRENCH DOOR IMP. 37.000 88.000 1 22.61 50.31 -54.81 INT (4) 17-0504.Q4 b. 743847 -1.03743847 a . 11/ M IAM I•D�ADE h MIAMI-DADE COUNTY of PRODUCT CONTROL SECTION U DEPARTMENT OF REGULATORY AND ECONOMIC RESORCES (RER)jJ11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION �` T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economv 1070 Technology Drive North Venice, FL 34275 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. includine the High Velocity Hurricane Zone. - DESCRIPTION: Series `TW7720A" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Rewsio�:stamp • • with the Notice of Acceptance number and expiration date by the Miami -Dade Co MI Product Control • • Section r _. _ 00000.. ..0 0 000.. 'AT_RATG-.I3 eaand SmallMissileIa► __ct_e�nt '.. 0 000.'LABELING: Each unit shall bear a permanent label with the manufacturers mneoz logon citj,state, model/series and following statement: "Miami -Dade County Product Control Approved" unless otVcrwise * 0: 0 0 ...•.01 0000 00000 noted herein. 0 00 0 0 0 0 0 0 RENEWAL of this NOA shall be considered after a renewal application has been•filed•and there has been 0 no change in the applicable building code negatively affecting the performance of As product. ; • 0 • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been•; revision or cange : 0 0 0 0 in the materials, use, and/or manufacture of the product or process. Misuse of this NMA as an et%ct0r§*emtent 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. 4This es a NOA revises renews NOA# 17-0614.11 d consists of this page land evidence pages E-1, E-2, a=�3; __7 'well approvaai`docTrnrenrrrientio ed above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: . ngust 23 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, 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, Duraseal® 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. (Submitted under NOA No. 16-0629.14) 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 -2§3.94 • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS'202-94 along with marked -up drawings and installation diagram of an 411KUnum fixW • window, prepared by Fenestration Testing Laboratory, Inc., TeSt.$ep4rt No. .... FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brixsh,-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 ped Fg�*, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel Vaner E. Product ControlNOA No. 105 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol(g Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" 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 Thermppla�tic Elastomers - Tension of 1600 PSI. 0 0 :00606 c) ASTM D3 95B Test Methods for Rubber Property - Compression get for K 1dRS 1580F. 900:00 "" ' " d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Dubber •..• 0000 and Thermoplastic Elastomers of 143 lb/in. • Manuel Pere .E. Product Control 4anoner NOA No. 18-W30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 61h Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fmancial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, RE 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for 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) 6. 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) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW - 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. . 6666.. 6060.. 060666 6666 6666 .666. 2. NEW EVIDENCE SUBMITTED 0 0 0 0 0• 0 6. . A. DRAWINGS '6000' 0006' 0000. 1. Drawing No. MD -7720A.1, titled "Fixed Window Installation Cuidalines", stoats 1 .....' through 10 of 10, dated 04/12/13, with revision D dated 03/16/1.8, prepared q)y • • • • • • manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ' . . . . 6666.. ....66 Manuel Peiie. Product Control Ex er NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by manufacturer, dated 04/19/18, 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 :0.0:0 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray A-pprltp, Ing, fol their * 0.0 : "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers': dated 01/.1.8/18,....;. expiring on 07/08/19. 0000.. 0000.. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray AAtttga, Ing'6ft.their• • "SentryGlas® (Clear and White) Glass Interlayers" dated 12128/17, e "i ing on ". 0000.. ... 0000. 07/04/23. • 0000.. F. STATEMENTS ' 1. Statement letter of conformance, complying withBC 611kEditijon j2Q17) dMZXpril • 20, 2018, issued by manufacturer, signed and sealA-n-onytynfi"`1 1ll1 r,.P.%. • 2. Statement letter of no financial interest, dated April 20, 2018, issued by manUgclturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW -701/720/820" Aluminum Fixed Window - L.M.I., approved on 10/1 and expiring on 02/19/19. Manuel Pere .E roduct Control xatjnpt i NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 04CLUDMG THE HIGH VELOCITY HURRICANE ZONE (PIRA. DEBRIS REGIONS. FOR MSULAT'ED GLASS INSTALLATIONS ABOVE 36 MIAMI-OADE COUNTY APPROVED MASONRY ANCHORS MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C% CONCRETE MASONRY UNITS AND CONCRETE WITH MIN KSI PER ANCHOR TYPE. SIGN PRESSURE RATING NMT RATING VARIES. LARGE & SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANCE 9 48` BUCK WIDTH 48" BUCK WIDTH 48" BUCK WIDTH 45-1/4" VISIBLE 45-1/4" VISIBLE 45-1/4" VISIBLE LIGHT WIDTH LIGHT WIDTH,1 LIGHT WIDTH �+- B, SHEET 6 - I 8.12' NIAX. rr -D. SHEET 7 - I� 8" MAX. �F_-H.F, SHEET 8 SHEET 9 I 2" MAX. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A 1 ELEVATION i 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 ELEVATION INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X i ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL i BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. _ WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 1Z" MAX p) W O.C. GENERAL NOTES.. ....... _.. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. i NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE GLAZING DETAILS..... FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF .. 2-5 17 O.C. INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE INSTALLATION, FLANGE SCOPE OF THESE INSTRUCTIONS. 1 USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 7 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS Bf" Els SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ON THEM BY THE WINDOW. g A 98 C BUCK SHEET - — HEIGHT 1y L / 93-1/4" L _ / VISIBLE 12"MAX. LIGHT O.C. / HEIGHT BT TIP -TO - TIP H _ 1_ B 12" MAX. O.C. 6" MAX. 7) DESIGN PRESSURES. I TYP. FLANGED FRAM A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST 1 ELEVATION i PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. ELEVATION / B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, O i STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS amo FIGURE 1: PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. GUIDE TO SHEETS: p) W GENERAL NOTES.. ....... _.. 1 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS .. .. 1 RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS..... 2-5 PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES..... .. .. 2-5 17 O.C. THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION, FLANGE .. 6 USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS INSTALLATION, EQUAL -LEG....... 7 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION, INT. FIN A...........8 O SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION, INT, FIN B...........9 g FOR CORROSION RESISTANCE. CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................1. 8" 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 8 18-7763; ELCO PARTS LIST ................................... 10 ULTRACON NOA; ELCO CRETEFLEX NQA; ANSVAF&PA NDS ® m FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. IaaVS 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 •2017 FLORIDA BUILDING CODE (FBC), 8TH EDITION •ASTM £1300.04 •ANSVAF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL. ADM -2015 •AIS15106.12 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. `SG`=` 12- O C. MAX. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C I E, SHEET 96' G, SHEET' BUCK HEIGHT 93-1/4" VISIBLE I LIGHT 1 HEIGHT 5" MAX. O.C. 1 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME ELEVATION :K HT E. G 93-1/4" TYP. FIN FRAME ELEVATION / VISIBLE O i LIGHT amo p � HEIGHT m p) W 9f i Z BUi ❑ O o U L) o � HEI( F Z < cN :K HT SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.6 ANCHOR SPACING TO BE 8' MAX FROM CORNERS AND tY O.C. MAX. FOR ALL CURVED FRAME MEMBERS SEE FIGURE i THIS SHEET. Vy10T I-- WIDTH )-WIDTH WIDTH ---I ' T� r- � Iw 1 1� J 1cn_)Jll WIDTH �- WIDTH --I F- WIDTH �{ WIDTH �{ Tr-- --� T --� Ti Tr W wI 1 1 LL �L �-WIDTH--j WIDTH MOTH —I WIDTH �{ w A w W w A" 1 1� l� � 1 JR - 03/16/18 - UPDATED .. VALUES AND SIZES FOR o GLASS TYPES 5-8. SERIES NAME CHANGE TO 7720A FROM 720. LU z > 5" MAX. O.C. TYP. FIN FRAME ELEVATION E SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.6 ANCHOR SPACING TO BE 8' MAX FROM CORNERS AND tY O.C. MAX. FOR ALL CURVED FRAME MEMBERS SEE FIGURE i THIS SHEET. Vy10T I-- WIDTH )-WIDTH WIDTH ---I ' T� r- � Iw 1 1� J 1cn_)Jll WIDTH �- WIDTH --I F- WIDTH �{ WIDTH �{ Tr-- --� T --� Ti Tr W wI 1 1 LL �L �-WIDTH--j WIDTH MOTH —I WIDTH �{ w A w W w A" 1 1� l� � 1 JR - 03/16/18 - UPDATED .. VALUES AND SIZES FOR o GLASS TYPES 5-8. SERIES NAME CHANGE TO 7720A FROM 720. LU z > ch Y ❑ 77 E < O VS Q� Z� amo p � Q C14 m p) W f` O O d ur ZJ V Z ,(g u ❑ O o U L) o � W ❑ F Z < cN ❑ C9 oN omaoZ W _� �i a p O 0 g a > LL O J W QJ W ® m U) Z IaaVS x W F' O O z ❑ Z z a,� s o a a w O w X Z n W LL .aq (9 -...0 a sayag "W 11',,.1"" 't . '•C10ENS,, * ; No.58705 =�OT . ST T� RFS -'•'.t ORION •'G�� 10NAL A. LYNN MILLER. P.E. P E.N 58705 TABLE 2' _ Window Design Pressure (+/-, pat) for Gives Type 1 - jISIMPOW4 7176" LAMINATED WT78 73 77 81 85 Be 93 97 101 105 110-1/2 GLASS STACK -_+1.80_. +1-80 +1-80 +l-80 +l-80 +1-80 +1.80 +l-80 +/_80 +1-80 +1-80 33 +/-80 +/-B0 +1-80 +/-80 +/-80 r1-80 +/-BO +/_80 +1-80 +/_80 +/-60 .090" PVB INTERLAYER 35 +/-80 +/-80 +1-80 +/-80 +/-BO +/-60 +!-60 +/-60 +/-80 +1-79.8 +/-79.4 37 +/-80 +l-80 +1-80 +/_80 r! -BO *I-80 rl-79.7 +/-77.2 +/-75.1 */-73.4 +/-72.2 3116" ANNEALED GLASS 3/16" HEAT STRENGTHENED GLASS 39 +/-80 +/-80 +1-80 +1-80 +1-90 +1-78.1 +1-75.2 +/-72.5 +/-70.3 +1-08.5 +/-68.3 41 +/_80 +/-80 +/-80 +1-79.8 +/-77.2 +/-74.3 +/-71.3 +/-67.9 +/-65.1 +/-63.4 +/-61.8 4 1 t 43 +/-80 +1-80 +/-BO +1-77.4 +/-74.3 +1-71.3 +/-68.2 +/-64.7 +1-61.6 +/-59.8 F 49 g p 45 +/-BO +/-80 +1-78.9 +1-75.4 +/-72.1 +/-88.9 +1-65.6 +/-62.2 +/-59.7 +1-57.5 51 +1-80 9 47 r/-80 +/-80 +/-77.2 +/-73.6 +1-70.1 +/-66.8 +1-63.5 +/-60.3 +/-57.7 y 53 +l-80 `'/B �-- LONG SIDE 49 +/-77.7 +1-19.3 +l-75.8 +l-71.9 +/-88.3 +/-64.9 +1-61.5 +1-58.2 55 r/-80 +/-80 GLASS BITE T 51 +/_80 +/-775 +/-74.1 +/-70.3 +/-66.7 +/-63.1 +/-59.7 y 57 +/-80 +1-80 1-3 r t 53 H-79.1 +/-72.4 +1-68.8 +/-85.1 +(_61.5 59 +/-80 +1-79.4 */-75.4 SHORT 55 +1-77.4 +1-75-6 +1-73.8 +/-7D.5 +/_67.3 +/-63.5 61 +/-80 +/-77.6 +/-73.5 EXTERIOR SIDE 57 59 +/_75.8 /-74.2 +/-72 /-70.3 +/-68.6 1-68.8 +1-65.3 63 +/-80 +/-75.8 20 13 61 +/-72.7 +1-68.7 +l-65 65 +1-78 8 +I-74 63 +/-71.2 +1-67.1 s7 +/_n.2 65 +/-6g.7 +l-65.5 +l-74.9 �-� LONG SIDE 67 +/-683 66716 +/_67 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN SHORT THE TABLE TO DETERMINE THE WINDOW SIZE, SIDE P 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. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR TABLE 3: HORIZONTALLY AS SHOWN. Window Design Pressure (+/-, pst) for Glass Type 3 Lon Side. Ti b Ti in 867/6 73 77 61 85 89 93 97 701 105 170-112 1-,116" NOM. GLASS STACK 1 _J l� 7/16" LAMINATED 31 +/-80 H-80 +1-80 +/.80 +/-BO «/_gp +1-80 r/ -BO +/-80 +/.80 +/-8p GLASS STACK 33 +1-60 +/-80 +!-BO +/-80 +/-80 «/-8p +1-80 +/-80 +!-BO +/-80 +/-60 3116" HEAT 3s +r-aD +r -6o +/ eo +afio «!-eo +! eo «/-eo +/_� +/-6D +/ eo STRENGTHENED GLASS 37 +/_SO +/-80 +/-g0 +1-80 +/-80 +/-80 +1-80 «/_BO +/_80 +1-80 +/_80 3116" TEMPERED GLASS 39 +/-Bp +/-BO +/-80 +/.80 +l-80 +1-80 +1-80 +l-80 +/-79.4 +1.76.4 +/-74.3 3116" ANNEALED GLASS ., 41 +/_80 +1.80 +/-60 +/-80 +/_g0 +/_8p +1-80 +/-76.7 +l-73.5 +1.70.8 +l -fig 7/16" AIR SPACE .0901, PVB SHORT (- _- 43 +l -BO +/_80 +/-80 «/.80 +/-80 +/-&, +/-77 +/-73.1 +/-69.6 +1-88.9 rl-852 INTERLAYER SIDE fes" F 45 +/-BO +/_80 +/-60 +/.80 +/-80 r1-77.8 +/-74.1 +/-70.3 +/-6 ,1 5 5/8" GLASS BITE 13 LONG SIDE EXTERIOR a67 21 ,3 j GLASS TYPE 3 1 1 1 Ilb • SHORT 0 � . SIDE 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTR•CT V FROM•HE TIN -40 -TIP DIMEN61OWN III, THE TABLE TO DETERMINE THE WINDOW SIZE. • • • • • • • • • • • 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 ABOVOWHICR&I OVEIa1Q. DIML'NSK)RS • • • COMPLETELY FIT WITHIN. •• ••• • • •a• ••• •• • ••• • • • • • • •r • • • • • •• W > � a ^ 'a � w .-3 Q 0 0 N y LL' N Q -q Vi J aha W -� O J O ? -7a z LL ^ rs J a wcic � o ct W x UUo C> o� F2 � � Q � oN W 9M0 o Z� o � v F- V) LL W LL J o g N •J Q Q � ® H y W reaus a 3 fq Z 0 a Z a o 0 Z ¢ O U � w W L) X W LL aU'1 O sa0 LL s ia5 7.5 «I-63.9 3 47 +1-80 +1-80 +/-8O +/-80 r1-79.2 +l-75.4 */-71.7 «/_68 1 +1-65.1 F 49 +/-80 +/_80 +l -BO +/-80 +1-77.2 +l-73.3 +/-69.5 +/-85.6 51 +1-80 +/_80 +/-80 r1-79.4 +l-75.3 +l-71.3 +/_67.5 y 53 +l-80 +/-80 +/.g0 +/-77.7 +l-73.5 +/-89.5 55 r/-80 +/-80 +/-79.6 +/-78 +1-71.8 y 57 +/-80 +1-80 +/-77.5 +/-73.8 59 +/-80 +1-79.4 */-75.4 61 +/-80 +/-77.6 +/-73.5 63 +/-80 +/-75.8 65 +1-78 8 +I-74 s7 +/_n.2 867/6 +l-74.9 • • • • • • • • • ••• • • • ••• • • \71111���ii1111 LYNA( No. 58705 ••; *� ;-)3o�a STA7ELOF ;' A aU'1 O sa0 LL s ia5 : A LYNN MILLER, P.E. P.E.k 58705 Is i i rnvm inc i.r-iv-iir uimcrvwury m inc ino�c wueitnmirvt inc wmuuw sect. 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. 7/16" LAMINATED r1 Y GLASS STACK > w N ^aa Window Design Pressure (+/-, psf) for Glass Types 2 & 4 O .090" PVB INTERLAYER alo0 3116" HEAT 3116" HEAT STRENGTHENED GLASS—_.STRENGTHENED :.� N 2 GLASS 4 11 N �w y� w Lona Side TiP m Ti in 0- O a y Z LL i Z J GLASS BITE c0 = LL o C7 U U d o� Q 68-718 73 T7 81 85 89 93 97 1 101 105 110-1/2 1 113 117 121 125 129 133 137 141 145 LL O [+1 31 +1-80 +/-80 +1-80 +1-8D +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1.80 +/-80 +1-80 +/-80 +1-80 +1-80 It 33 +/-80 +/-80 +/.80 +/-80 +1-80 +1.80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-80 +l-80 +/-80 111 35 +l•80 +l-80 +1-80 +/"80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-90 +/-80 +/-BD +/-80 +/-BO +1-80 +1-80 +/-80 37 +A80 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 +!-BO +1-80 +/-80 +/-80 +1-80 +/-BD +1.80 +/-80 39 +/-80 +1-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +1-80 +/-80 +/-80 +/-80 +l -W 41 +1.80 +/-80 +1-80 +/-80 +1-80 +1-80 +1-80 +1-80 +/-80 +1-80 +/-80 +1-80 ' 43 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 +1-80 +1-80 +l -Bo +l-80 +/-80 F 45 +/-80 +1-80 +1-80 +/-80 +1-80 +/-8D +1-80 +1-80 +1-80 +/-80 3 47 +1-80 +1-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 n H 49 +/-80 +1.80 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 m 51 +/-80 +1-80 +1-80 +1-80 +1-80 +/-80 +/-80 w 53 +/-80 H-80 +l -BO +1-80 +/-80 +/a9.1 55 +1-80 +/-80 +1.80 +/-80 +/-78.6 y 57 +/-80 +/-60 +1-80 +1-79.1 59 +/-80 +1-60 +1-80 61 +/-BO +/-80 +/-79.3 63+/-80 +1-80 65 +1-80 +1-80 67 1 +/-80 68-716 1 +/-80 i i rnvm inc i.r-iv-iir uimcrvwury m inc ino�c wueitnmirvt inc wmuuw sect. 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. 7/16" LAMINATED r1 Y GLASS STACK > w N ^aa O .090" PVB INTERLAYER alo0 3116" HEAT 3116" HEAT STRENGTHENED GLASS—_.STRENGTHENED :.� N 2 GLASS 4 11 N �w y� w 5!8" 0- O a y Z LL i Z J GLASS BITE EXTERIOR a 1-1/16" NOM. GLASS STACK 7116" LAMINATED GLASS STACK 3/16" TEMPERED GLASS 3116- HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 7116" AIR SPACE .090" PVB INTERLAYER EXTEF G GLASS TYPE 2 GLASS TYPE 4 • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• ••• •• • ••• • • • • • • • • • • • • • • • • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE T �~ LONG SIDE 1 SHORT SIDE I- -1 SIDE J— SIDE �— LONG SIDE —� T - SHORT / SIDE F .J� j LONG SIDE SHORT SIDE NO CHANGES THIS SHEET. W i r1 Y > w N ^aa O alo0 :.� N 2 D_' N �w y� w n n 0- O a y Z LL i Z J 19 moi0 c0 = LL o C7 U U d o� Q W — a0 j ~ a -oN u 0 .9ma nO Z O Q N O F - W J m LL O [+1 J Q F 1n Lu raa ® Z u Z) - FUin It O W Z Qit Z aroo5 o D- Z It- a CjO U W x 111 e 5 aq�1 'sap sa�ia5 \\1111111111!!!/ LYNN CEN * No.58705 OF ..40RION..''GN 11ONAL E?`` 1 A LYNN �vt'ILLER, P.E. P E 4, 58705 TABLE 5: 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LtG WINUUWS, 51-1131 KAU 1 I I-KUM 1 Ht I1F-IU-1IV U1MLN51UN IN I nt TABLE TO DETERMINE THE WINDOW SIZE. 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. TAR[ F 6 Window Design Pressure (+l•, paQ for Glass Type 7 Window Design Pressure pall) for Glass Type 5 • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Long S de in • • • • • • 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE O1�RALL ��i�1iN 68-7/8 73 77 78-W4 81 85 89 93 97 101 105 109 110-1/2 31 +9W-130 +9W.130 +901-130 +90/-130 +9W-130 +901-130 +BW -130 +9W-130 +90/-130 +9W-130 +90'-130 +901-130 +90/-130 33 +9W-130 +9YA30 +9W-130 +90/-130 +BW -130 +gW-130 +901-130 +901-130 +9W-130 +9W-130 +9W-130 +9W-130 +90/-130 35 +9WA30 +801-130 +9W-130 +901-130 +901-130 +9W-130 +901-130 +BW.130 +901-130 +901-130 +901-130 +901-130 +90/-130 37 +901-130 +9W-130 +9W-130 +9W-130 +9W -1b +9W-190 +901-1283 +901-125.4 +9W-1226 +901-120.1 +9W-118.1 +801-118.1 +901-118.1 39 +30/430 -90'-130 +901-129.4 +901-127.5 +8W'-125.4 +9W-1715 +9W-118.1 +901-114.9 +9W-1125 +9W-1104 +9W-1 D8.6 +801-106.9 +9W-106.3 41 43 +90'-130 +90'-1283 1 +9W-121.2 +901-118.9 +9W-+18.4 +BW -113.8 +9W-110.5 +9W-107.2 +901-103.9 +gW-101.3 +901.99.4 +90'-67.7 +901-97.1 +9W-129.3 -9W-121.5 +7]'-1158 901-113.8 +9W-111.4 +901-107.5 +901-1D42 +9W-100.6 +901-97 +80/.93.8 +W-92 +9W-90.9 +901-90.5 -90/-109.7 45 47 +9W-122.9 +9W-115.8 +901.111.6 +901-107 3 +9W-102 B +9W-98.7 +901-95 +901-923 +90/-80.1 +9W-118 +901-112.7 +9W-105.1 +30'-106.1 +9W'-103.5 +9d-98.6 +9W-94.4 +901-91.5 H-89.1 +/86.7 +/-87.9 +80'-65.9 +80/-854 +801-84.4 +=-821 +801-81.3 49 +901-114.2 +901-1096 +BW -104.8 +901-102.7 +901-100 1 +9W-91.8 +/-88.7 +/-86 +801-83.5 +BW -81 H-78.7 R 51 _+901-95.3 +9W-1109 +901-106.3 +9d-101.8 +9d-89.6 +W-98.9 +901-92.7 -1-893 +/-86.2 +80/-83.2 +80%80.5 +/-77.9 +/-754 +1-74.5 53 +9DFAC71 +9W-102.9 +901-98.7 +9W-96.7 +901-94.1 +9I9-90.4 +/.87 +BW -83.7 +BW -80a +/-77.7 +/-74.9 H-72.3 +/-71.4 55 +9W-104.5 +9W-99.8 +9W-95.3 +9W-937 +901.91.9 +1-88.3 +8W-84.6 +8W-81.3 +/-78.1 +/.75.1 H-72.2 +/89.8 +/89.1 57 +9W-101.5 +9W-98.4 +9W-92.5 +BW -91 +/-69.3 +BW -86.1 +BW -82.4 +/-78.9 +/-75.6 +/-72.5 +/89.9 +187.9 59 +9W-96.5 +9W-93.5 +1-90 +1-88.5 +BW -86.8 +BW -83.8 +BW-6D.J +/-76.7 +/-73.3 1 -1-70.3 -1-88.2 to 61 +9W-95.6 +9W-91.3 +/-87.7 •6W-861 +8W-84.3 +BW -81 +/-77.8 +/-74.5 +/-71 +1887 Z 63 +9W-92.2 +/-88.1 +80/-61.3 +8W-82.7 +BW -80.7 +l-77.3 +1-74 +/-71 +/-68.8 Z 65 -83.2 +8W-81.8 +/-79.6 +/-76.1 +/.72.8 +/-70 +9W-91.2=1/.Tl W 0 0e 67 +/-89.3 W-81 +/-79.4 +/-77.3 +1-73.7 +/-70.5 X W 68.7/8 +/-873 79.1 +/-774 +1-75.2 N-71.6 LL a0'/ o sap 73 +eW-83.275.1 +/-73.2 +/-71 +/-68.4 77 +/-79.1 714 +/-69.9 78314 +/-77.4 69.9 +'. Ile SIDE EXTERIOR a757 21 13 GLASS TYPE 7 -I SHORT �l SIDE 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LtG WINUUWS, 51-1131 KAU 1 I I-KUM 1 Ht I1F-IU-1IV U1MLN51UN IN I nt TABLE TO DETERMINE THE WINDOW SIZE. 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. TAR[ F 6 1)IIV- IU- I IV UIM1,N511-IN55nUINN. rUK IN I tUrALI-INNNU CUMLLCU vvINiV-,auo--I TABLE TO DETERMINE THE WINDOW SIZE.• Window Design Pressure (+l•, paQ for Glass Type 7 mint • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Long S de in • • • • • • 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE O1�RALL ��i�1iN 68-7/8 73 77 78-W4 81 85 89 93 97 101 105 109 110-1/2 31 +9W-130 +9W.130 +901-130 +90/-130 +9W-130 +901-130 +BW -130 +9W-130 +90/-130 +9W-130 +90'-130 +901-130 +90/-130 33 +9W-130 +9YA30 +9W-130 +90/-130 +BW -130 +gW-130 +901-130 +901-130 +9W-130 +9W-130 +9W-130 +9W-130 +90/-130 35 +9WA30 +801-130 +9W-130 +901-130 +901-130 +9W-130 +901-130 +BW.130 +901-130 +901-130 +901-130 +901-130 +90/-130 37 +901-130 +9W-130 +9W-130 +9W-130 +9W -1b +9W-190 +901-1283 +901-125.4 +9W-1226 +901-120.1 +9W-118.1 +801-118.1 +901-118.1 39 +30/430 -90'-130 +901-129.4 +901-127.5 +8W'-125.4 +9W-1715 +9W-118.1 +901-114.9 +9W-1125 +9W-1104 +9W-1 D8.6 +801-106.9 +9W-106.3 41 43 +90'-130 +90'-1283 1 +9W-121.2 +901-118.9 +9W-+18.4 +BW -113.8 +9W-110.5 +9W-107.2 +901-103.9 +gW-101.3 +901.99.4 +90'-67.7 +901-97.1 +9W-129.3 -9W-121.5 +7]'-1158 901-113.8 +9W-111.4 +901-107.5 +901-1D42 +9W-100.6 +901-97 +80/.93.8 +W-92 +9W-90.9 +901-90.5 -90/-109.7 45 47 +9W-122.9 +9W-115.8 +901.111.6 +901-107 3 +9W-102 B +9W-98.7 +901-95 +901-923 +90/-80.1 +9W-118 +901-112.7 +9W-105.1 +30'-106.1 +9W'-103.5 +9d-98.6 +9W-94.4 +901-91.5 H-89.1 +/86.7 +/-87.9 +80'-65.9 +80/-854 +801-84.4 +=-821 +801-81.3 49 +901-114.2 +901-1096 +BW -104.8 +901-102.7 +901-100 1 +9W-91.8 +/-88.7 +/-86 +801-83.5 +BW -81 H-78.7 R 51 _+901-95.3 +9W-1109 +901-106.3 +9d-101.8 +9d-89.6 +W-98.9 +901-92.7 -1-893 +/-86.2 +80/-83.2 +80%80.5 +/-77.9 +/-754 +1-74.5 53 +9DFAC71 +9W-102.9 +901-98.7 +9W-96.7 +901-94.1 +9I9-90.4 +/.87 +BW -83.7 +BW -80a +/-77.7 +/-74.9 H-72.3 +/-71.4 55 +9W-104.5 +9W-99.8 +9W-95.3 +9W-937 +901.91.9 +1-88.3 +8W-84.6 +8W-81.3 +/-78.1 +/.75.1 H-72.2 +/89.8 +/89.1 57 +9W-101.5 +9W-98.4 +9W-92.5 +BW -91 +/-69.3 +BW -86.1 +BW -82.4 +/-78.9 +/-75.6 +/-72.5 +/89.9 +187.9 59 +9W-96.5 +9W-93.5 +1-90 +1-88.5 +BW -86.8 +BW -83.8 +BW-6D.J +/-76.7 +/-73.3 1 -1-70.3 -1-88.2 to 61 +9W-95.6 +9W-91.3 +/-87.7 •6W-861 +8W-84.3 +BW -81 +/-77.8 +/-74.5 +/-71 +1887 Z 63 +9W-92.2 +/-88.1 +80/-61.3 +8W-82.7 +BW -80.7 +l-77.3 +1-74 +/-71 +/-68.8 Z 65 -83.2 +8W-81.8 +/-79.6 +/-76.1 +/.72.8 +/-70 +9W-91.2=1/.Tl W 0 0e 67 +/-89.3 W-81 +/-79.4 +/-77.3 +1-73.7 +/-70.5 X W 68.7/8 +/-873 79.1 +/-774 +1-75.2 N-71.6 LL a0'/ o sap 73 +eW-83.275.1 +/-73.2 +/-71 +/-68.4 77 +/-79.1 714 +/-69.9 78314 +/-77.4 69.9 +'. 1)IIV- IU- I IV UIM1,N511-IN55nUINN. rUK IN I tUrALI-INNNU CUMLLCU vvINiV-,auo--I TABLE TO DETERMINE THE WINDOW SIZE.• r -min i u�av • • • • • • mint • • • • • 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 O1�RALL ��i�1iN • is is • • • COMPLETELY FIT WITHIN. • • • • • • • • • • • •• ••• •• • • • • • •• 7116" LAMINATED J GLASS STACK T I-~ LONG SIDE -� SHORT [ SIDE A c2 N TABLE DIMENSIONS MAY BE .D90"SG INTERLAYER ORIENTED VERTICALLY 3/16" ANNEALED GLASS 3116" ANNEALED GLASS (9 N 4 17 O _ u J DO In W 1-1/161, NOM. GLASS STACK LAMINATED 518" � d Z = L' {? c U U 43 0, GLASS BITE �- LONG SIDE 1-2 7' F Z 00 Q 3116" TEMPERED GLASS EXTERK)R SHORT W .-. CO (� V' 20 13 SIDE rO Z m a GLASS TYPE 5 O T I-~ LONG SIDE -� SHORT [ SIDE A •• ••• • • ••• ••• • • • • • • •• • ••• • • •• • • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • •is • • •• •• • • • •• •• ••• • • • ••• • • W i i c2 N TABLE DIMENSIONS MAY BE 0 nay ORIENTED VERTICALLY OR (9 N X HORIZONTALLY AS SHOWN. O _ u J DO In W 1-1/161, NOM. GLASS STACK LAMINATED � d Z = L' {? c U U 43 0, W 0 GLA GLASS STACK 7' F Z 00 Q 3116" TEMPERED GLASS oN OMO W .-. CO 3116" ANNEALED GLASS rO Z m a O O 3/16" ANNEALED GLASS 7116" AIR SPACE F. 3 r W a F- .090" SG INTERLAYER SHORT I-- U) 1n Z W ELL Y SIDE L� " 5 O to Z Q Z alw5 O Z 5/8" W 0 0e r X W S GLASS BITE LL a0'/ o sap d s ia5 12 LONG Ile SIDE EXTERIOR a757 21 13 GLASS TYPE 7 -I SHORT �l SIDE •• ••• • • ••• ••• • • • • • • •• • ••• • • •• • • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • •is • • •• •• • • • •• •• ••• • • • ••• • • W i i c2 N Y y O 0 nay aG0 (9 N X N O _ u J DO In W n OJT Z J � d Z = L' {? c U U 43 0, W 0 F Z 00 Q ='S UCD oN OMO W .-. CO rO Z m a O O O F. 3 r W a F- O rn U) 1n Z W ELL Y O to Z Q Z alw5 O Z C w Q W 0 0e r X W S LL a0'/ o sap d s ia5 1111111111/777/ ,\`\0NY LYNN '7 i� * No.58705 Q= /ONA1L EAG. A,LYNIJ IrdI��ER, P,E. P.E.# 58705 1)IIP- 1U- I IF UIMENSIUNSSHOWN. I -OK IN I EGKALF IN ANUEQUALLELi WINUVWb.JUHIK UII"rKVM Int IIr•-IV-I rr vlmcrvalvn in Inc InaLc IV UCIcrtmmc Inc WIrvwWalcc. 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. TABLE DIMENSIONS MAY BE j ORIENTED VERTICALLY OR 1-1/16" NOM. HORIZONTALLY AS SHOWN - GLASS STACK 7/16" LAMINATED 7/16" LAMINATED LONG GLASS STACK GLASS STACK SIDE .090" SG INTERLAYER 3116" TEMPERED GLASS 3/18" HEAT STRENGTHENED GLASS �— LONG SIDE 3116" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS -_.STRENGTHENED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORT SIDE 4 11 11 t � SHORT I— 5 SIDE 5 8" 5/8" GLASS SITE GLASS BITE 1-2 1-2 T �— LONG SIDE EXTERIOR EXTERIOR + 20 13 s7 21 13 SHORT LONG SIDE SIDE GLASS TYPE 6 • • • • • GLASS WPE•9 • • • L SHORT (— SIDE I •• ••• • • ••• ••• • • • • • • • • • • ••• • • • • ••• • • • ••••• • • • • • • ••• • • • •• •• PRODUCT REVISED ea c-0yi>,>g wilh The Florida AP -Ma ee No�8'vr.�c JR - 03/16/18 - UPDATED VALUES AND SIZES. LUi > M a Y ❑ ary Of >n o o O o Window Design Pressure (+/-, psf) for Glass Types 6 & 6 ao0 U t n m J a r W r z0-1 LL m Z LL !D ^ t Z J 6 «ai0 ❑ LLj W Long Side, Ti to Tip (in) 7 oN JMO IIJ o z o Z m o 68.7/8 1 73 77 78-314 81 85 89 93 97 101 105 109 110-1/2 113 117 121 125 129 137 145 31 +9W-130 +90/-130 +90/-130 +901-130 +901-130 +9W-130 +90/_130 +90/-130 «90/-130 +90/-130 +90/-130 +901-130 +90/-13o +90/-130 +90/-130 +9ol.130 +901-130 +901-130 +90/-130 +90/-130 33 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +gW-130 +90/-130 +901-130 +90/-130 +90/_130 +9W-130 +90/-130 +90/.130 +901-130 +901-130 35 +901-130 +90/-130 +901.130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +9W-130 +901-130 +801-110 +80/-110 37 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +9W-130 +901-130 +901.130 +80/-110 +BW -110 39 +90/-130 +901-130 +901-130 +901-130 +9d-130 +g0/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +9N-130 +90/-130 +90/-130 +90/-130 +801-110 +801-110 +8LY-110 +80/-110 41 +gW-130 +90f-130 +9D/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +9W-130 +9W-130 +901-130 +9W-130 +801-110 +80/-110 +80/-110 +801-110 +B0/-110 +801-110 43 +90/-130 +g0/-130 +9D/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +8N-110 +8N-110 +BW -110 +B0/-110 +80/-110 +80/-110 +80/-110 45 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +801-110 +BW -110 +80/-110 +80/.110 +B0/-110 «80/-110 +801-110 +80/-110 47 +901-130 +90/-130 +90I-130 +g0/-130 +90/-130 +901-130 +90/-130 +90/-130 +g0/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +BW -110 +80/-110 +BW -110 +BW -110 0 49 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +9W-130 +901-130 +90/-130 +801-110 +801-110 +80/-11D +801-110 +80/-110 +80/-110 +BW -110 +80/-110 51 +901-130 +901-130 +901-130 *90/-130 +g0/-130 +901-130 +901-130 89.41-12& +80/-110 +80/-110 +80/-110 +BW -110 +80/-110 +80/-110 +801-170 +80/-110 F 53 +901-130 +901-130 +90/.130 +90/-130 +90/-130 +90/-130 +88.81-128.1 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +B01-110 +80/-110 +80/-110 Y 55 +9W-130 +9W-130 +90/-130 +90/-130 +90/-130 +98.81-128.1 +8W-110 +801-110 +80/-110 +80/-110 +8D/-110 +80/-110 +80/-110 +80/-110 rn 57 +9W-130 +901-130 +90/-130 +90/-130 +89.41-129 +80/-110 +g0/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 59 +80%130 +90/-130 +901-130 +89.5/-129.1 +BW -110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 in 61 +901-130 +90/-130 +89.W-129. +80/-110 +BW -110 +801-110 +80/-110 +BW -110 +80/-110 +801-110 63 +90/-130 +90/-130 +80/-110 +801-110 +8W-110 +80/-110 +80/-110 +80/-110 +80/-110 65 +90/-130 +90/-130 +80/.110 +801-110 +80/-110 +B01-110 +8W-110 «801-110 67 +90/-130 +g0/-110 +B0/-110 +g0/-110 +801-110 *BW -110 +BW -110 68-718 +9a -13o +Ba -110 +80/-170 +BW -110 +60/-t 10 +901-110 «8W-110 73 +80/-110 +BU -110 I +BW -110 1 +BW -110 +80/-110 +80/-110 77 +80/-110 +80/-110 1 +80/-110 1 +80/-110 78-3/4 +BW -110 +g0/-110 1 +BW -110 I +8W-110 1)IIP- 1U- I IF UIMENSIUNSSHOWN. I -OK IN I EGKALF IN ANUEQUALLELi WINUVWb.JUHIK UII"rKVM Int IIr•-IV-I rr vlmcrvalvn in Inc InaLc IV UCIcrtmmc Inc WIrvwWalcc. 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. TABLE DIMENSIONS MAY BE j ORIENTED VERTICALLY OR 1-1/16" NOM. HORIZONTALLY AS SHOWN - GLASS STACK 7/16" LAMINATED 7/16" LAMINATED LONG GLASS STACK GLASS STACK SIDE .090" SG INTERLAYER 3116" TEMPERED GLASS 3/18" HEAT STRENGTHENED GLASS �— LONG SIDE 3116" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS -_.STRENGTHENED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORT SIDE 4 11 11 t � SHORT I— 5 SIDE 5 8" 5/8" GLASS SITE GLASS BITE 1-2 1-2 T �— LONG SIDE EXTERIOR EXTERIOR + 20 13 s7 21 13 SHORT LONG SIDE SIDE GLASS TYPE 6 • • • • • GLASS WPE•9 • • • L SHORT (— SIDE I •• ••• • • ••• ••• • • • • • • • • • • ••• • • • • ••• • • • ••••• • • • • • • ••• • • • •• •• PRODUCT REVISED ea c-0yi>,>g wilh The Florida AP -Ma ee No�8'vr.�c JR - 03/16/18 - UPDATED VALUES AND SIZES. LUi > M a Y ❑ ary Of >n o o O o Q04 IIX ao0 U t n m J a r W r z0-1 LL m Z LL !D ^ t Z J 6 «ai0 ❑ LLj W FLu V i s (7 7 oN JMO IIJ o z o Z m o O g J I F to W m H W LL O N 5au5 I `8i 42 m Z D= p ❑ to F ❑ In UJI Z o >Z Of a- arw5 O z W O > ❑ X Z W n amt - sa0 s .as LYNN �• :%% No. 58705 *' SA OF((/�� NAL EAG\ A. LYNN MILLER, P.E. P.E.# 58705 ZX WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE A WINDOW I EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, TYPE C TYPE B EMBEDMENT SEE TABLE 8, THIS SHEET EMBEDMENT 1X WOOD BUCKSTRIP, 114• MAX SEE NOTE 2, THIS SHEET -y EMBEDMENT T SHIM II TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, ) I DISTANCE EDGE e B SEE TABLE 8, THIS SHEET ) DISTANCE -1) 1/4"MAX 1 { 1 I SHIM 1 1/4" MAX. SHIM EXTERIOR STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MWN-OADE APPROVED MULLION (sEE SEPERATE NDA). ALUMINUM. STEEL FRAAABiG PROPERTIES, TABLE 8,THIS SHEET 1/4" MAX SHIM —fides- r jorgmaw /' USED FOR ALL SIDES OF • ° 9116" 1-3/8" 1T ARCHITECTURAL 12- 11 17' sheet Stun Gr. 33 min. 3/8" 0.045" 18 Ga SHAPES @ 11-718" ° EXTERIOR 9/16" ' O.C. MAX. CONCRETEICMU PERANCHOR 4 VISIBLE LIGHT WIDTH= 11 r ':5 12' REQUIREMENT WINDOW BUCK WIDTH - 2-3/4" W ' 3/8" 0.045" 18 Ga) WINDOW BUCK WIDTH 1/4" 410 SS CreteFlex CONCRETE/CMU 2-117' 1-1/4" TIP -TO -TIP WINDOW WIDTH PER ANCHOR 1/4• Steel Llleaca mn.2 km 1• 134• REQUIREMENT (mn. Z85 ksO Conc rete nin. 3.5 ksi 2.1/T -1/4" HORIZONTAL SECTION A -A _.. 17 5/16" Steel Utracon INSTALLATION METHOD D TARI F A- 1-314" 17' 1/4" MAX. SHIM EXTERIOR STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MWN-OADE APPROVED MULLION (sEE SEPERATE NDA). ALUMINUM. STEEL FRAAABiG PROPERTIES, TABLE 8,THIS SHEET ••• • • • • ••• • • • • • • • • • • • W u > 6 1/4" MAX SHIM —fides- r jorgmaw p zo #12 or #14 410 SS Screw Southern PineSG=%_ 9116" 1-3/8" 1T Akrmi^um 6063-T5 rrin. 318" 0.063" • 12- A36 Steel 3/8" 0.063" • 17' sheet Stun Gr. 33 min. 3/8" 0.045" 18 Ga 12" Q J 8O aur Z LL 1O n i o Southern Pine SG0.55 9/16" 1-318" 17' 912 or 114 Sbet 8ttew (Cai} 0.083 • 12' 083`... —1T W Steel Stud Gr. 33 mn 3/8" 0.045" 18 Ga) I 17' 1/4" 410 SS CreteFlex Un routed CMU, ASTM C-90 2-117' 1-1/4" 17' LL O 1/4• Steel Llleaca mn.2 km 1• 134• 12" (mn. Z85 ksO Conc rete nin. 3.5 ksi 2.1/T -1/4" t -318"_'Z -35' _ _.. 17 5/16" Steel Utracon Grouted CMU ASTM C-90 2-1/7' 1-314" 17' ••• • • • • ••• • • • • • • • • • • • W u > 6 1/4" MAX SHIM "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. p zo v — ALL HEAD TYPES APPLICABLE. alo0 O _ _ �' •� -- T } X WOOD BUCKSTRIP, INSTALLATION NOTES: Of N n Q J 8O aur Z LL 1O n i o W Z _J EE NOTE 2, THIS SHEET r 0 m LI! 2 UUo 0� W O W Z 00 i< 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND aN W • • • F•D4DI STAN. E LIMITS. oZ� o ° CONCRETE PER • • • • • LL O EMBEDMENT • ° ' 4 ; ANCHOR ° REQUIREMENT 02. W�013%udts &EPioTES OMTHI• SHEET AS "1X", ARE BUCKS WHOSE TOTAL •TW4NE4.TIj LES N1 -1/t. IAIWOOD BUCKS ARE OPTIONAL IF UNIT CAN • BE IAIi;T4 I j Y 4LID CDNCRETE. WOOD BUCKS DEPICTED AS Material Sbel Screw Min. Fr 92 ke Nin. F„ 120 kai • ° •• !1•'ARE 1�/_ THIC4A REBTEV3prALLATION TO THE SUBSTRATE OF 410 Screw 90 ksi 170 kai O WOOD BUCKS TO BE ENGINEETRRRR2ED OTHERS OR AS APPROVED BY Elco L1traCorM 155 ksi 177 ksi I INSTALLATION I EDGE TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Elco CreteFleAD 127.4 ksi 189.7 ksi DISTANCE TYPE B AND EDGE DISTANCE PER (� Z 6063-T5 Alumnum 16 ksi 22 ksi asap SUBSTRATE, SEE TABLE 8, THIS`FFET• • ra FORACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO�ROVI%Ft61- SUPP@W 90 TFl 0WINDOW FRAME. A36 Seel 36 k i 68 ksi VERTICAL SECTION B -B : : Gr. 33 Steel ShA 1 33 ksi 45 ksi • • • • 4. IF•4PW C4BLFi LONEFLDE I(•iIJ PRESSURE FROM EITHER WINDOW OR • • • : MULLION NOIR AWLI`S Tb WI- L)UVYST% ••• • • • • ••• • • • • • • • • • • • W u > 6 m aBaa Y D p zo v O alo0 O O O N o �w A N 0 Of N n Q J 8O aur Z LL 1O n i o W Z _J Ae u °'0 r 0 m LI! 2 UUo 0� W O W Z 00 i< 5 aN W p o oZ� o U ~ 3 LL O z CIDO 2 0 a F O F- Z 'a w 0 Z N Z aoo s O W o W U uJ X (� Z LL an!( asap saua5 o`110 LYN ...cer..... L F � No. 58705 ,* �Q VSTTE� ''%NAI ON ` A LYNN MILLER, P.E. P 0 58705 2X WOOD BUCKSTRIP EDGE DISTANCE OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION _-_`--- TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET INSTALLATION TYPE G ----�— EMBEDMENT 114" MAX SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES 0 11-7/8" , • ' 1 O.C. MAX. •" . CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION TYPE H 114" MAX. SHIM 9 EXTERIOR STEEL SELF -DRILLING aSMS (GS), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR \ Substrata EMBEDMENT J— EDGE 114" MAX 2 1 SHIM DISTANCE T_ INSTALLATION TYPE G ----�— EMBEDMENT 114" MAX SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES 0 11-7/8" , • ' 1 O.C. MAX. •" . CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION TYPE H 114" MAX. SHIM 9 EXTERIOR STEEL SELF -DRILLING aSMS (GS), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR \ Substrata I 4 I VISIBLE LIGHT WIDTH = 11 I WINDOW BUCK WIDTH - 2-3/4" #12 or #14 410 SS Screw WINDOW BUCK WIDTH 9/16" HORIZONTAL SECTION AIFO C -C EMBEDMENT 7 EDGE DISTANCE " CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrata Min. Edge iSpacing Min. Embedment Max O.C. #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/6" 12" Akvrinum 8067-75 nin. 3/8" 0.063' 12" A36 Steel 316" 0.063" • Ir— Sleet G. 33 min. 3/8" 0.046'(18 Ga 12" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 17' Akarin 6063-T5 min. 318" 0.063" 17' A36 Steel 318" 0.063.. 12" Steel G. 3/8" DOW 18 G4 ' 12" 1/4" 410 SS CreteFlex Ungr CMU ASTM 690 2-1/2" 1-1/4" 12' Concrete min. 3.35 ksi 1" 1-314" 12' 1/4" Steel Macon Concrete min. 2.85 ksi 1" 1-314" 17' Concrete min. 2.85 ksi 2-1/2" 1-38" 17' Ungroutad90 2-112" 1-1/4" 17' 5118" Steel Ulhacon Concrete min. 3.5 ksi 1-114" 1-314" 17' touted CMU ASTM 690 2.1/2" 1-314" 17' MIN. OF 3 IHRt UJ ULYUNU IHL ML IAL JUtlJIt Jt. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. ••• • • • • ••• • • • • • • • •• •• • • • ••Is •• ••• • • • ••• • Malarial Min. Fy Mn. F„ Steel Screw 92 ksi 120 ksi 410 Screw F'/4" MAX SHIM 110 ksi Elco 111traCon6) 155 ksi 177 ksi 410 SS Elco CreteFleLg) 11 INSTALLATION NOTES: 6063-T5 Mur irlum 16 ksi 22 ksi 1X WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND 58 ksi IF G. 33 Steel Stud 33 ksi SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. •• 7DISTANCE • • 2 WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL • CONCRETE PER • KhtSS!S LE96 THAN 14 '2". 1)'"OD BUCKS ARE OPTIONAL IF UNIT CAN EMBEDMENT ANCHOR • NStA L D AREdTLYTO6OL0 CONCRETE. WOOD BUCKS DEPICTED AS REQUIREMENT • '� "A iJ2"JrIICR ORGRlATYR. INSTALLATION TO THE SUBSTRATE OF ,• •W%OD U S TB� EI•IyIACERED46YOTHERS OR AS APPROVED BY • •IiHORjT1i HAVl`� JU SD TIOtJ•INSTALLATIONTYPE ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHALL BE OFA SIZE F Y�TYP. AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, TWIS SFWIW VERTICAL SECTION D -D • 4. IFPLICABI E!LOWER oesK1�1 PfEiSi1RE FROM EITHER WINDOW OR •• • MULLI Ijtj0Aj PA•ESTOWHOt)ESYS•EM. • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • •• •• • • • ••Is •• ••• • • • ••• • Malarial Min. Fy Mn. F„ Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco 111traCon6) 155 ksi 177 ksi 410 SS Elco CreteFleLg) 127.4 ksi 189.7 ksi 6063-T5 Mur irlum 16 ksi 22 ksi A Steel 36 ksi 58 ksi IF G. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED . mtggyiug with the.F�iAmida ANa"epemoe NO�a� _731 Ezprr—Date NO CHANGES THIS SHEET. ULI i cn Y ❑ w a .aa ❑w 0 (7 N Z W dlo0 O O W N w QJO az Z 9 = LL IW u U U o o, ❑ LU aN W ` 0 9mp O Z 0)o p v F Z LL O �pp g O n O U) lda4$ ® m Z Q u F F O Z Z Z> W dlo�s O > J QO ~a ❑ Q r L W =) U LL W Q. ap�l osap sauas ",090 LYN/y �p ,..........'- XCEN& �• ; No. 58705 :a *= � OSI 0 ST TE t F '• i "40RIOP'. N C7 � ZONAL'111111111� ` A. LYNN MILLER, P P.E.# 58705 II -' EMBEDMENT I U 12 USED FOR ALL III SIDES OF 8 ARCHITECTURAL EXTERIOR SHAPES@11-718" a29 O.C. MAX. WINDOW INSTALLATION BUCK PE L HEIGHT ip 1/4" MAX. SHIM VISIBLE IGHT HEIGHT = WINDOW STEEL SELF -DRILLING BUCK SMS (G5), SEE TABLE HEIGHT- 10. THIS SHEET 2-314' MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET z1 B 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 510 /Z x114" MAX SHIM VISIBLE LIGHT WIDTH = IlLyI WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION E -E \\ EMBEDMENT INO CHANGES THIS SHEET EXTERIOR 15 TABLE 10' Y O Anchor Substrate Mn. Edge Max O.C. N rc al°0 FIN FRAMES ARE ONLY TO BE USED SDacina TYP ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE, I SEE TABLE 10, THIS SHEET INSTALLATION= TYPE I 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET - EDGE DISTANCE INSTALLATION TYPE ,J EDGE DISTANCE I 1l4" MAX SHIM 2X WOOD BUCKSTRIP A OR FRAMING, SEE NOTE THIS SHEET WITH GLASS TYPES 1-4 (PVB I INSTALLATION INTERLAYER), NOT TO BE USED WITH TYPE K GLASS TYPES 5-8, (SG INTERLAYER). EDGE DISTANCE —�-I 2X WOOD BUCKSTRIP I U OR FRAMING, SEE NOTE 2, THIS SHEET 2-1/2" x.131' Common Nail PRODUCT REVISED ar c—plyf.* wi$ Ow FkdU 3 1/4 MAX SHIM 2-1/2" x.145' Roofin Nail TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, � /'-t d l SEE TABLE 10, THIS SHEET 8w1&ng Cade Acceplaace N• L ExpiraHo. Date ')A,4. , II -' EMBEDMENT I U 12 USED FOR ALL III SIDES OF 8 ARCHITECTURAL EXTERIOR SHAPES@11-718" a29 O.C. MAX. WINDOW INSTALLATION BUCK PE L HEIGHT ip 1/4" MAX. SHIM VISIBLE IGHT HEIGHT = WINDOW STEEL SELF -DRILLING BUCK SMS (G5), SEE TABLE HEIGHT- 10. THIS SHEET 2-314' MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET z1 B 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 510 /Z x114" MAX SHIM VISIBLE LIGHT WIDTH = IlLyI WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION E -E \\ EMBEDMENT INO CHANGES THIS SHEET EXTERIOR 15 TABLE 10' Y O Anchor Substrate Mn. Edge Max O.C. N rc al°0 Distance SDacina 2-112" x .113" Box Nail Southern Pine SG=0.55 5/16" 5" 2-1/2" x.131' Common Nail Southern Pine SG -0.55 318" 5" 2-1/2" x.145' Roofin Nail Southern Pine (SGA 3/8" 5" ,w co HZ ZQ c7 Southern Pine SG=0.55 1/2' 5" #10 x 1" Steel Screw (G5)" 0.093" Alur inu 6063-T5 min. 5116' 5" Z o 1/16" A36 steel s/t6" s" V 0.045' 18 Ga Steel Stud Gr. 33 5/16' 5" 'MIN. OF 3 THREADS BEYOND THE METAL SDRSTRATF A LYNN MILLER, P.E. J F - INSTALLATION NOTES' INSTALLATION 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW TYPE J t?AND EMBEDMENT AND EDGE DISTANCE LIMITS. EDGE DISTANCE • • • • • ••!• • • 2.:OPJkTr&.0 E T A"AL. THE STRUCTURAL MEMBER SHALL • • GFDOFASIrT�P,VII E FULL SUPPORT TO THE WINDOW FRAME. •••••EMBEDMENTP. ANCHOR TYPE, EMBEDMENT • •• • 3AF APPLIOAB•E, IOWER DJSIGN PRESSURE FROM EITHER EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET I^AND000R MMLLION NID& APPLIES TO WHOLE SYSTEM. VERTICAL SECTION F -F • • • • • • • • • • • •• • ••• • • • • ••• • • • • ••• • • • •• •• • • • • • • ••• • • • • •• •• LU c > Y O p y o ? O SEeel Screw 92 ksi 120 ksl N rc al°0 A36 Steel 36 ksi 58 ksl ON z [f u r W 0 N I- �JO an Z LL Z UJ FO no» = W o v o¢ Q ,w co HZ ZQ c7 09M0 oN W ro > < > Z p Z o LD V H- g LL O OD A LYNN MILLER, P.E. J F - (J) aaus O ¢ Z aa0 Q O Z ~ W— O p X Z Z r Ir_ all'1 LL 'sap a s ��a5 % \ \\`\11Y 1 LYNIVl yy'�%. M��`FP i Z.• �'= No. 58705 •: * _ Malarial Min. Fy Mn. F. SEeel Screw 92 ksi 120 ksl 6063-75Akminun 16 kei 22 ke1 A36 Steel 36 ksi 58 ksl Gr. 33 Steel SWtl 33 ksl 45 ksl sS/0NA1- A LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M AL EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE IN T TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1.4 (PVB INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). EMBEDMENT 1l4" MAX SHIM INSTALLATION TYPE N O I I1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE I NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, r-\ SEE TABLE 11, THIS SHEET EXTERIOR 1/4" a MAX. SHIM STEEL SELF -DRILLING SMS (G5). SEE TABLE IWFR�-11,THISSHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NCA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE I I,THIS SHEET EMBEDMENT `J Substrate 1EMBEDMENT J ! Mn. E.W.,.A Max. O.C. Spacing I --11/4" MAX 3 SHIM USED FOR ALL AhJm 6063 -TS nin. 3/8" 0.063"' SIDES OF EDGE ARCHITECTURAL DISTANCE SHAPES @ 11-7/8" #12 or #14 Steel Screw (G5) O.C. MAX. 9/16" ���j ::JJJJ 11 INSTALLATION TYPE O FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1.4 (PVB INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). EMBEDMENT 1l4" MAX SHIM INSTALLATION TYPE N O I I1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE I NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, r-\ SEE TABLE 11, THIS SHEET EXTERIOR 1/4" a MAX. SHIM STEEL SELF -DRILLING SMS (G5). SEE TABLE IWFR�-11,THISSHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NCA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE I I,THIS SHEET EMBEDMENT `J Substrate Mn_ Edge Mn. E.W.,.A Max. O.C. Spacing I Soudwn Pine SG=0.55 oIl' 1-3/8" EDGE AhJm 6063 -TS nin. 3/8" 0.063"' 6.2" A36 Steel 3/8" 0.063"' 6.2" DISTANCE 6.2" #12 or #14 Steel Screw (G5) SoW7lern Pine SG=0. 9/16" ���j ::JJJJ 11 CONCRETE/CMU PER ANCHOR Alum 6063-T5 rrn. 3/8" 0.063"' li VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" 5 REQUIREMENT Steel StA Gr. min. 3/8" 0.046'(18 Ga ' WINDOW BUCK WIDTH 1!4" 410 SS CreleFlex EXTERIOR 2-1/2" 1-1/4" 11.6" Concrete min. 3.35 ksi 1" 1-3/4" HORIZONTAL SECTION G -G 1/4" Steel lJltacorl Concrete Orin. 2.85 ksi Anchor Substrate Mn_ Edge Mn. E.W.,.A Max. O.C. Spacing #12 or #14 410 SS Screw Soudwn Pine SG=0.55 9/16" 1-3/8" 6.2" AhJm 6063 -TS nin. 3/8" 0.063"' 6.2" A36 Steel 3/8" 0.063"' 6.2" Steel Studl. Gr. 33 m n. 3/8" 0.045' 18 Ga ' 6.2" #12 or #14 Steel Screw (G5) SoW7lern Pine SG=0. 9/16" 1-3/8" 6.2" Alum 6063-T5 rrn. 3/8" 0.063"' 6.2" A36 Steel 3/8" 0.063"' 6.7' Steel StA Gr. min. 3/8" 0.046'(18 Ga ' 6.7' 1!4" 410 SS CreleFlex routed CMU ASTM C-90 2-1/2" 1-1/4" 11.6" Concrete min. 3.35 ksi 1" 1-3/4" 11.6" 1/4" Steel lJltacorl Concrete Orin. 2.85 ksi 1" 1-3/4" 11.6" Concrete min. 2.85 ksi 2-1/2" 1-3/8" 11.6" r (ASTM G9 2-1/2" 1-1/4" 11.6" 5J16" Steel Utracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 11.6" Gr ASTM G90 410 Screw MAX SHIM 1-12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • • • • Elco UkaCon• 155 ksi 177 ksi 410 SS Eko CreWFI.A 127.4 W 188.7 ksi _11/4" 18 ksi 22 IW VERTICAL SECTION H -H 3. FOR ATTACFPAENT TO IMETAL' THFsSTRUCTj)% MEMBCRSAAL@TeF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRANC • 000 • • • • • • • • • • 4. IF APPLICABLE, LUWER� ESIGN PRESIKJR:FR:M EITH`R VjNDOgQR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • , A36 SWM 36I i 58 kW Gr. 33 SkW Sed 33 ks 45 kd 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. on Lu o> e oZ� SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. • • • • • .EAD TYPES APPLIICAB ..• !LL - INSTALLATION NOTEi: • • • • • g " • • • • • •• jVjE� 1. USE ONLY ANCHORS LISTED" TF�S SjEE F LO BEDIJ.ENT AND EDGE DISTANCE LIMBS. " • • • • • • • • kWlsrial Mn. F,. Mn F. Z 2. WOOD BUCKS DEPICTED l '"IS SHEET AS'•X", AIjE ByCKS440SE TOTAL THICKNESS IS LESS THAN 1-12" 1X WOOD SMI Screw 82 W 120 ksi O BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO OLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 410 Screw 80 w 110 ksi CONCRETE/CMU PER ANCHOR EDGE REQUIREMENT DISTANCE 1-12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • • • • Elco UkaCon• 155 ksi 177 ksi 410 SS Eko CreWFI.A 127.4 W 188.7 ksi 6063T5 Akm- 18 ksi 22 IW VERTICAL SECTION H -H 3. FOR ATTACFPAENT TO IMETAL' THFsSTRUCTj)% MEMBCRSAAL@TeF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRANC • 000 • • • • • • • • • • 4. IF APPLICABLE, LUWER� ESIGN PRESIKJR:FR:M EITH`R VjNDOgQR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • , A36 SWM 36I i 58 kW Gr. 33 SkW Sed 33 ks 45 kd UJ Z 00 < ••• • • • • ••• • • ••• • • • • • • • NO CHANGES THIS SHEET. rr UJ 1 16 LL w Li• � O co "aa N = alo0 Q LL _ y n O O n Z LL i Z J /(2 u moj0 o w UUd O� W p UJ Z 00 < on Lu o> e oZ� p g g o m F Z z r O O z g z a o 0 Z Q F- aloas o w O X Z Z I- LL au�j =35,� LL asa0 SdVds %Y LYN , 1,�0 %CENSE No. 58705 �0 �.'"(/�� NALlitiloE A LYNN MILLER, P.E. P.E.# 58705 Item # PGTPort# Description Material 1 42530 Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 606Y3 4 4255 7/16" Lami. Glass Beading Alum. 6063.75 5 1 4254 1I.G. Glass Beading Alum. 6063•T5 6a 1 4270 Installation Fastener Cover Alum. 6063 -TS 6b 4224 Installation Fastener Cover for Curves Rigid PVC 8 4267 7/16" Lami. Glass Beading brCurves Alum. 6063-T5 9 4269 I.G. Beading for Cures Alum. 6063 TS 10 705890 Gasket (at 90° comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K Foam Beading Tape Z Z 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K ISetting Block, Mono. 3/16" x 7/16'x 4" Neoprene, Duro. 85+/-1 21 71704AK Setting Block, I.G. 3/16" x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 76X1 14FPD #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 76 77 78 n e5 Kommerling Kodispace 4SG TPS Quanex Super Spacer nXr Quanex Duraseal Spacer Cardinal XL Edge Spacer See this Sheet !or Materials ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90" CORNER FRAME ASSEMBLY EXTERIOR 1-1 -EQUAL-L GFRAME FLANGE FRAME 2.784" .094" .074"* 074" 1 .062" 875" 436" 1.000" .500" �+��- .050'i0.°°6 OFLANGE FRAME 2.784' .094' -41 1 07*.438 062" 1.375" k 500" .050 0EQUAL-LEG FRAME .970" �- y r-�- .346" .17 �I�Ly 1.037" .875' � .6757 .050" .050. OSTALLATION GLASS BEADING O (BEADING GLASS 6a FASTENER COVER HOT -MELT SILICONE BUTYL STRUCTURAL POLYISO- 1/4" NOM. 3116" BUTYLENE WITH STRUCTURAL DESICCANT SILICONE FOAM HATH EXT GLASS DESICCANT EXT. GLASS INT GLASS INT G ISKODISPACE OSUPER SPACER® 75 4SG TPS 76 NXT- ANGLED/CURVED FRAME ASSEMBLY I I I I I I / E1114L-LEG F&4E • • FLANGE FRAME MITERED FRAME WITH ;1 RIOR EXTERIOR AND EXTERIOR FRAMETIS • • • (SHOWN) OR CORNER K"SAT • SCREW BOSSES SEAL &NT OT ALL:ORN JRS� • 11 1 I m I I I 10 I � ALL CORNERS TO I USE bGASKET I • �^VIC S ftLA.N1• r ••• • • • • ••• • NO CHANGES THIISSHEET. O u .050" } l�— .050" I _ 0 It BO7116" LAMI GLASS BEADING I.G. GLASS O BEADING W FOR CURVES FOR CURVES Z K8 «w0 Q = o c� U C0 • 0 0 F LU = Q U' M ah. 9M0 ••• •• • •• • • • ••••• Z o oZrn $ • • ••• • F_ 2.784" 094' ­41— o7a° .ol 1.375" j 500" 438" �— .050- � - 1.125" .07T' (DFINFRAME .970" �- � .346" J'��n IMiem' HofiXt C�rttro� .875" .875" v NO CHANGES THIISSHEET. O u .050" } l�— .050" I _ 0 It BO7116" LAMI GLASS BEADING I.G. GLASS O BEADING W FOR CURVES FOR CURVES Z K8 «w0 ALUMINUM POLYISOBUTYLENE DESICCANT FILL REINFORCEMENT S� 5/16" NOM. NOM. SILICONE 5116" NOM. SFA( BUTYLStSTAINLESS ROLL-FORMED_ DESICCANT STEEL / FOAM EXT. GLASSEXT.GLASS . GLASS INT. GLASS LASS DURASEAL• XLEDGE- 77 SPACER 78 SPACER ASSEMBLY DETAILS FOR FIN FRAMES 90" CORNER FRAME ASSEMBLY EXTERIOR I ANGLED/CURVED FRAMEASSEMBLY EXTERIOR iS MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS � N 0 I a Y �1 O 757 p Fo v 0 0 It w � 7 z W r n 0 J Co. a Z LL ^ x Z K8 «w0 Q = o c� U C0 —1 W 0 0 F LU = Q U' M ah. 9M0 W .-. 0 W > > Z Z o oZrn $ 0 of F_ 0 0 J Z O Iaags ® N yQ Z Z Z x 0 Z 0 CO 0 Z_ ~ afo 5 O X O ¢ O W W 2 n e5 LL a�t'1 m 'asap a s uas ``ttttt 11 11//�/, NY LYNN GEN SE Q.' �• : No. 58705 * _ 0VTOF ' •<(/�: ���� -'•. FLORID P.•'-G\�` 'S'S/ONA1- E? ` A LAP*ILLO.b'E. P.E.# 58705 M MIAMI - ROMIAM I-DADE is'L'i1W DEPARTMENT OF REGULATORY�AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATIOMbRTISION NOTICE OF ACCEPTANCE (NOA) 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidadt.jov/economy 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 "PW7720A" Aluminum Fixed Window — L.M.I. :00 • • • APPROVAL DOCUMENT: Drawing No. MD -7720A.1, titled "Fixed Window IngMhation (3:h4eli :es", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared 81 MMufactu'ter,%1;ned and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Ca *Wol Revisiotf stamp with the Notice of Acceptance number and expiration date by the Miami -Dade (0 a ' •Producl'Coatrol ... ease .BILE IMPACT RATIlYG:_LarQeAnd mall ile act esistant • • e • • e ..:. LABELING: Each unit shall bear a permanent label with the manufacturer's name or:logo, cit), state, model/series, and following statement: "Miami -Dade County Product Control Approved",*unles*otharavise noted herein. • • 0 so RENEWAL of this NOA shall be considered after a renewal application has been filed and theta leas 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 and renews NOA# 17-0614.11 d consists of this page 1 and evidence pages E-1, E-2, - gni-4, arwell as SpproVS d6cunfenrnienti' ed above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY NOA No. 18-0430.05 (_!X_P.,1t1ppMva ation Date: February 19, 2024 l Date slggH.A 3, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, 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 : • (Submitted under NOA No. 16-0629.14) • 2. Test reports on: 1 Air Infiltration Test, per FBC TAS 202-94 2) Uniform Static Air Pressure Test, Loading pe; Fac, TAS�20 X94 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 205'14 ; • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and '1'AS"202-94 along with marked -up drawings and installation diagram of an abuntn4rn fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.*, •' FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinsan, AE. • •• (Submitted under NOA No. 13-0502.03) 0:000 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel er z, Y.E. Product Control aiqiner NOA No. 18 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 61 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the following:0• 000.. a) ASTM C864 Specification for Dense Elastomeric Compressibn Sdal Gaskets, Setting Blocks, and Spacers with Option II exceptions. • • : •. • 0 b) ASTM D412 Standard Test Methods for Vulcanized Rubber "Olbermopla4tic Elastomers - Tension of 1600 PSI. 0 0 0 0 000* c) ASTM D3 95B Test Methods for Rubber Property - Compressi'm bet for N2 -WS 1580F. 00.00• •0 0 0 d) ASTM D 624 Test Method for Tear Strength of Conventional.;Ixcpnized Ribber and Thermoplastic Elastomers of 143 lb/in. 0 0 0 .00000 00 . . 00 0000 Manuel Pere .E. Product Control E a I NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 0000.. 0000.. 0000.. 00000 00000 000000 000000 000000 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 611 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, RE 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for 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) 6. 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) Manuel ere . Product Control ExAn jAer NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 G. OTHERS PW- 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries0fWftir Series '.'PW- .' 0& 701/720/820" Aluminum Fixed Window — L.M.I." approved on OS1Q4416 anew expiring *see:* on 02/19/19. 0.0.0 • 0' .... .... . . .... .... ..... ...... .... ..... .. .. .... ...... 2. NEW EVIDENCE SUBMITTED . • • • • • • , A. DRAWINGS 0 0 0 1. Drawing No. MD -7720A.1, titled "Fixed Window Installation G4ideXws", sheets 1 : • • • • through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared bj.;,,• manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere . Product Control ExAn jAer NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. 0000.. D. QUALITY ASSURANCE • • • • 1. Miami -Dade Department of Regulatory and Economic Resource§ ) ' .. 0000.. 000.0. 0 E. MATERIAL CERTIFICATIONS"' 0000 • 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc fof •their 00:00o "Trosifol® Ultraclear, Clear and Color PVB Glass InterlaleQ" (fated Ol�'1S'/18, ""' expiring on 07/08/19. " " "� • • 0 0 00 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America; Inc, for their 0 0 0 0 ; . "SentryGlas® (Clear and White) Glass Interlayers" dated 1,2/28117, eWiWI on 0 07/04/23. 0 0 0 0 0 0 0 0000 F. STATEMENTS 1. Statement letter of conformance, complying with C 6t Edition (2017) dated April 20, 2018, issued by manufacturer, signed and sealed y Phony ynn filler, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW -701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 and expiring on 02/19/19. Manuel Pere roduct Control Exa i NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT WAS BEEN DESIGNED d TESTED TO COMPLY WITH THE REOUfRU&W S OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (MVHZ). DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' MIAMI -RADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS I USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 SHEET? CONCRETE MASONRY UNITS AND CONCRETE WITH MAV. KSI PER GENERAL NOTES. 1 ANCHOR TYPE. ELEVATIONS ................................ 1 4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED A 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKSDEPICTED AS 2X INSTALLATION, FLANGE ............. 6 ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL HEIGHT BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. INSTALLATION, INT. FIN A...........8 WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 9T THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 2"MAX. 1-1116"Lami. IG 311B'T-7/16'Air-3/ 8'A - VB- HS O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL PARTS LIST............__ ............. 10 DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. T� NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE 5 FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL •AISI SIM12 SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE LL SCOPE OF THESE INSTRUCTIONS. 1 6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION W WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS 6 CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS &12' LAX IMPOSED ON THEM BY THE WINDOW. .6 7) DESIGN PRESSURES: = "KURARAY TROSIFOL• PVB IATERLAYER" BY IR1RAkAI•�Mc21( A. NEGATIVE DESIGN LOADS BASED ON STRUCTLRAUCYCLE TEST LU PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13D0. • • • • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLF TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El 300 48" BUCK WIDTH — 45-1/4" VISIBLE LIGHT WIDTH ,�I B. SHEET —I - 8.12' MAX I A 96 C — BUCK SHEET? 1 T HEIGHT J GENERAL NOTES. 1 93-1/4" ELEVATIONS ................................ 1 _ VISIBLE B --i f~ 12" MAX. O.C. MAX.. X 12" MAX. LIGHT INSTALLATION, FLANGE ............. 6 O.0 HEIGHT - INSTALLATION, INT. FIN A...........8 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 9T FOR CORROSION RESISTANCE. CORNER ASSEMBLY ................... 10 1-1116"Lami. IG 311B'T-7/16'Air-3/ 8'A - VB- HS TIr•TO — PARTS LIST............__ ............. 10 1-1116" Lami. IG 3/16' T- 7116' Air - 3/16' HS -.090' PVB - 3/16" HS T� pZ 1-� GUIDE TO SHEETS: I IT 1_ GENERAL NOTES. 1 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS ................................ 1 RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS...._ _. _.._ 2-5 B --i f~ 12" MAX. O.C. MAX.. X J TYP. FLANGEO FRAM It ELEVATIQN FIGURE 1210( MAX ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAFBPA NDS GUIDE TO SHEETS: C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. � w p �o GENERAL NOTES. 1 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS ................................ 1 RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS...._ _. _.._ 2-5 PRESSURE. THE 33-173% STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES .................. 2-5 THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION, FLANGE ............. 6 USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS INSTALLATION, EQUAL -LEG.... 7 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION, INT. FIN A...........8 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION, INT. FIN B........_ 9 FOR CORROSION RESISTANCE. CORNER ASSEMBLY ................... 10 1-1116"Lami. IG 311B'T-7/16'Air-3/ 8'A - VB- HS EXTRUSION PROFILES ................ 10 9) REFERENCES. TEST REPORTS FTL-3835, 3650, 7212 8 18-7763; ELCO PARTS LIST............__ ............. 10 FIGURE 1210( MAX ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAFBPA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. � w p �o a 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIE 1YPa Dasergtlor• •, • • • • t•;41 1I �� • • • • CODES 1 STAN N :2DI7 FLORIDA BUILDING CODE (FEC), STH EDITION Q J O Z LL 0 2 7116 Lam 3/18' HS - .090' PVB -3118' S — �ASTME/900.09 oJ = W U L) u � 3 1-1116"Lami. IG 311B'T-7/16'Air-3/ 8'A - VB- HS •ANSVAFISPA NDS -2015 FOR WOOD CONSTRUCTION D,• 4 1-1116" Lami. IG 3/16' T- 7116' Air - 3/16' HS -.090' PVB - 3/16" HS -ALUMINUM DESIGN MANUAL, ADW2016 pZ 5 7/16' Lami 3116" An -.D9D' SG - 3116' An •AISI SIM12 6 7116' Lemi (3116' HS -.090' SG - 3116' HS) LL 7 1-1/16'LamI. IG (3116'?-7116'X-3116"A-.090"SG- 16'An W 6 1-il16'Lami. IG 3116'7-7116" - a "SG- i6'HS THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB "SG" _ "KURARAY SENTRYGLAS®IN-ERLAYER48Y KURARRNARIERItA KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF .6 "PVB" = "KURARAY TROSIFOL• PVB IATERLAYER" BY IR1RAkAI•�Mc21( ANSI Z97 1 WHEN USING GLASS TYPES 6 OR 8. LU U) • • • • IbEsnm PRESSURE URG RATING IMPACT CT RATING JA ALL MISSILE " SEE SHEETS 2-6 IMPACT RESISTANCE 48" BUCK WIDTH j 48" BUCK WIDTH I _ 5-1/4" VISIBLE 45-114- LIGHT 4LI D. HE, 7 � 6' MAX. I r�F, SHEET D. SHEET? --II I C II E, SHEET 96' G, SHEETS BUCK HEIGHT / 93-1/4" VISIBLE / LIGHT HEIGHT 5" MAX. O.C. D 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME ELEVATION E. G 93-1/4" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT y' F, H 5" MAX. O.C. TYR FIN FRAME SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5 ANCHOR SPACING TO BE 6- MAX. FROM CORNERS AND 12'0.0. MAX. FOR ALL CURVED FRAME MEMBERS. SEE FIGURE 1, THIS SHEET. J7S WIDTH --{ [--WIDTH WIDTH �{ r-- -- � -- � Tr � Tr— � I I ,I I TI I � w � xl I xl I �l_ J J_L— —J (-----WIDTH S{ WIDTH WIDTH �{ �- WIDTH —{ • -- --� T --, TTr r • i• x xx w• w ww •x • x xx • 1 1Lo— L J WIDTH { i- WIDTH -i �+- WIDTH +I (� WIDTH �{ •Tr--- Ti --- Ti - i T�--- 0 LD 0.0 I 11 1 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JR - 03/16/18 - UPDATED VALUES AND SIZES FOR GLASS TYPES 5-8. SERIES NAME CHANGE TO 7720A FROM 720. W � w p �o a O O O'T Fy M N IX N Q J O Z LL 0 U yip oJ = W U L) u � W p Z OD � 4 -N pZ ZO p o g Q LL J W J W ® (j 2 .6 IaauS 3 LU U) OO Z Z Z 7'.75 0 3 ¢ Qo Ir Li p W W Z X W 1L -wj CD sap D s oa5 // _%CENSh _ * No. 58705 S 0 f-TT.—I i �s"ACRIDI`.." NG � '''ll TONAL 1EC1•�• A. LYNN MILLER, P.E. P. Eft 58705 yi - - grin nr.0 ��u..�u�o .•.nu.,. uo.,,�"....m ��.rr .,n�.�... . THE TABLE TO DETERMINE THE WINDOW SIZE. 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. Nnab Y p Widow Design Pressure (+/-, pat) for Glass Type 1 p o a 1010 .- ¢ LongSide, Ti to Ti se.R e N i Q m - (n c0 N n 68-7/8 73 73 77 81 1 85 89 1 93 97 1 101 105 110-1Y1 31 _ ._+i�80 _f +/-BO +1-80 +t-80 +/-80 +/-80 +1-80 */-80 +/-80N+1-79B +/-80 +1-80 33 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/_80 +/-80 +150 +1-80 35 +/-80 +/-90 +/-80 +/.80 +/-80 +/-80 +1$0 +1-80 +1.80 +/-80 +/-79.4 37 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1-79.7 +1-77.2 +/-75.1 +1-80 +/-72.2 39 +1-80 +/-80 +1-80 +/-80 +/-80 +/-78.1 +/-75.2 +1-72.5 +1-70.3 +/_74.3 +/-68.3 h 41 +/-80 +1-80 +1-80 +1-79.8 +/-77.2 +/_74.3 +/-71.3 +1-87.9 +/.65.1 +1-69 +/-61.6 p 43 12 45+/-80 +/_80 +/_80 +1_80 +1-80 +1-78.9 +/-77.4 +/-75.4 +1-743 +/-72.1 +1-71,3 +1-68.9 +/-68.2 +/858 +/-64.7 +/-62.2 +/11.6 +/-59.7 +/-652 +/-582 8 47 +1-80 +1-80 +1-77.2 +1-73.6 +1-70.1 +1-66.8 +1-63.5 +/-60.3 +157.7 9 47 +/-80 +1-80 +/-79.3 +/-75.6 +1-71.9 +/-68.3 +/-64.9 +/-61.5 +1-58.2 F 49 51 +/-80 +1-77.5 +/-74.1 +1-70.3 +156.7 +/-63.1 +/-59.7 d 51 53 +/-79.1 +1-75.6 +1-724 +/-68.6 +/-65.1 +/_61.5 w 53 55 +/-77.4 +1-73.8 +/-70.5 +1-67.3 +1-63.5 55 57 +1-75.8 +/-72 +/-666 +185.3 57 59 +/-14.2 +1-70.3 +/56.8 rn 59 61 +/_72.7 +/-68.7 +155 61 63 +/-71.2 +/-67.1 63 65 +1-69.7 +1-65.5 65 87 +/-68.3 67 1 68-7/8 +/-67 98-7/8 1 yi - - grin nr.0 ��u..�u�o .•.nu.,. uo.,,�"....m ��.rr .,n�.�... . THE TABLE TO DETERMINE THE WINDOW SIZE. 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. 7116" LAMINATED GLASS STACK 09C 3. 3/16" ANNEALED GLASS EXTERIOR a PVBINTERLAYER 6" HEAT STRENGTHENED GLASS _L SB" GLASS BITE r_Gc4SSTYPET____1 �- LONG SIDE SHORT SIDE F- LONG SIDE -� SHORT SIDE N TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7116" LAMINATED GLASS STACK - 3116" HEAT 3116" TEMPERED GLASS - 7116" AIR SPACE EXTERIOR a 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIg- C P I SI N I� • • • • • THE TABLE TO DETERMINE THE WINDOW SIZE. • • • • • • • • • 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 OVERALLOIMENSIONS• • • • • • • COMPLETELY FIT WITHIN. • • 000 • • • • • • • •• ••• • • ••• ••• • • • • • • • • • • • • • • • • • • • f • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE 3 STRENGTHENED GLASS - 3116" ANNEALED GLASS .090" PVB INTERLAYER s/6•• GLASS BITE 'I SHORT I� 'I SIDE L�T}II I LONG SIDE SHORT SIDE LU ? Nnab Y p Window Design Pressure (+/_• psf) for Glass Type 3 p o a 1010 .- ¢ LongSide, Ti to Ti in N i Q m - (n c0 N n 68-7/8 73 T7 61 85 89 93 97 101 W ❑ 110-112 31 +/-80 +/-80 +150 +1-80 +1-80 +1-80 +1-80 +/-BO +/-80 O +/-80 33 +1-80 +1.80 +/-80 +1-80 +/-90 +/-80 +1.80 +/-80 +1-80 ® T m +150 35 +1-80 +/-90 +/-80 +1-80 +/-90 +1-80 +1-80 +1_80 +/-80 +/-80 37 +/-80 +1-80 +/_80 +/-.0+/-80 O +/-BO +150 +/_80 +1-80 M+1-764 +1-80 39 +/-80 +/-80 +/-80 +/-80 +/_80 +/-80 +/_80 +/-80 +/-79.4 +/_74.3 41 +/-80 +/-80 +/-80 +/-80 +1.80 +/_80 +150 +/-76.7 +/-73.5 +1-69 43 +l-80 +/.80 +/-80 +/-80 +/-80 +1-80 +1-77 +/-73.1 +159.6 +/-652 :45 F +1-80 +/-80 +1-80 +/-BO +1.80 +l -T7.8 +1-74.1 +1-70.3 +/57.5 9 47 +/-80 +1-80 +1-80 */-80 +1-79.2 +/-75.4 +/-717 +/-68.1 +/-65.1 F 49 +/-80 +/-90 +/-80 +/-80 +/-77.2 +1-73.3 +1-69.5 +/-65.6 d 51 +/-80 +/-80 +/_80 +/-79.4 +/-75.3 +1-71.3 +/-67.5 w 53 +/-80 +1-80 +/50 +1-77.7 +1.73.5 +/-89.5 55 +/-8D +/-80 +1-79.6 +l-78 +1-71.8 57 +/-80 +/-80 +1-77.5 +1-73.8 rn 59 +/-80 +/-794 +/-75.4 61 +1-80 +1-T7.6 +1-73.5 63 +/-80 +/-75.8 65 +/-78.8 +1-74 67 1 +/-77.2 98-7/8 1 +/-74.9 7116" LAMINATED GLASS STACK 09C 3. 3/16" ANNEALED GLASS EXTERIOR a PVBINTERLAYER 6" HEAT STRENGTHENED GLASS _L SB" GLASS BITE r_Gc4SSTYPET____1 �- LONG SIDE SHORT SIDE F- LONG SIDE -� SHORT SIDE N TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7116" LAMINATED GLASS STACK - 3116" HEAT 3116" TEMPERED GLASS - 7116" AIR SPACE EXTERIOR a 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIg- C P I SI N I� • • • • • THE TABLE TO DETERMINE THE WINDOW SIZE. • • • • • • • • • 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 OVERALLOIMENSIONS• • • • • • • COMPLETELY FIT WITHIN. • • 000 • • • • • • • •• ••• • • ••• ••• • • • • • • • • • • • • • • • • • • • f • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE 3 STRENGTHENED GLASS - 3116" ANNEALED GLASS .090" PVB INTERLAYER s/6•• GLASS BITE 'I SHORT I� 'I SIDE L�T}II I LONG SIDE SHORT SIDE LU ? Nnab Y p p o a 1010 .- ¢ alo0 Q N i Q m - (n c0 N n J 7 WZ ' 1' J o n m Z LL. 5: J Ag u .oi0 o co = W o r W ❑ W Uro ~ � oN W rO Z O O O U F -W g J m LL o N J Q Fa- ® T m U) Z W It 11-1-45 # j O 1n W Z Z W I, a ro 5 o Z O w U W W - n X W LL au,t p Sao D_ s „as \ 111 � i i I � 1/ I/1 T '\ NY LYNN /'�, 0' L\GENgF Myz i No.58705 *S 'pOH STATEtOF . FC ORIOP.•' U,N S/ONAL 10?.`. A LYNN MILLER, P.E. P.E.# 58705 1) I IF- I V- I IF UIMtNSI V NS SHUWN. FUK IN I tUKAL h IN ANU tUUAL LtU W INUV WS, SU0I KAV 1 1" hKUM II -It I IF- I U -IIF UIMtNSIUN IN I Ht I ABLt I U Ut I tKMINt I Ht WINUV W SILL. 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. 1-1116" NOM. TABLE DIMENSIONS MAY BE j GLASS STACK 7116" LAMINATED ORIENTED VERTICALLY OR 7/16" LAMINATED HORIZONTALLY AS SHOIM. GLASS STACK � � GLASS STACK 4ENEDG-SSTREN B INTERLAYER 3/16" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS LONG 3116" HEAT STRENGTHENED GLASS SIDE EAT f -f-- LONG SIDE 3/16" HEAT STRNGTHENED GLASS 7/16" AIR SPACE .090" PVB INTERLAYER 11 SHORT SIDE 5 y SHORT I- 8" 5!8' J_ SIDE BITE GLASS BITEEXTEXTERIOR ~ LONG SIDE a s7 21 13 T GLASS TYPE 2 GLASS TYPE 4 SHORT LONG SIDE SIDE •• ••• •• • • • •• SHORT SIDE •• Or • • ••• ••• • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• 000 • •• •• PRODUCT REVISED n: t0mplyi0g wi'h the FI01ida Buitd:ng Cade AccePla00e 2301 n L-nPicatioe Dde C+sisl•F NO CHANGES THIS SHEET. s W i m Y ❑ y- (y 0) Window Design Pressure (+/-, psf) for Glass Types 2 & 4 R O in alo0 O O ci N i N U) Of V4 _1 ¢ W Lorg Side Tip 61 Ti in a O J OI Z LL � V LU D Fig •°i0 = W c U d o� U Q 68.718 73 77 81 85 89 93 97 101 105 1 110-1/2 1 113 117 121 125 129 133 137 141 145 LL o M 31 +/-80 +/-80 +/-80 +1-90 +1.80 +/-80 +1-80 +/-80 +1.80 +1-80 +1.80 +1-80 +1-80 +1-8D +/-80 +1-80 +/-80 +1-80 +1-80 +/-80 Q 33 +/_80 +/-80 +/-80 +/-80 +/-80 +/_80 +1-80 +1-80 +1-80 +1-80 +I-80 +/-80 +1-80 +/-80 +1-80 +1.80 +1-80 +/_80 +1-80 +/-80 ❑ '�sa0 35 +/•80 +1-80 +1-80 +/-90 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-90 +/-BD +1-80 +1-80 +1-80 37 +1-80 +1-80 +/-80 +/-90 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +1-80 +1-80 +1-9D +1-80 +1-80 39 +/-80 +/-60 +1.80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-BO +1-80 +1-80 41 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +1-80 +1-80 +1 -SO 43 +/-90 +/-80 +/-80 +1-80 +/.80 +/-80 +1-80 +/-80 +1 -BO +1-80 +/-80 - 45 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 E 47 +1-80 +1-80 +/-80 +/-80 +1.80 +1-80 +/-80 +/-80 +/-80 49 +/-80 +1-80 +1-80 +/-80 +1-80 +/_80 +/-80 +1-80 m 51 +/-80 +/_80 +/-80 +1.80 +1-80 +/_90 +1-80 in 53 +1-80 +/-80 +1-80 +/-80 +/-80 +1-79.1 55 +1-80 +1-80 +/-80 +/-90 +1-78.6 57 +/-80 +/-80 +1-80 +/-79.1 59 +/-80 +/-80 +/-80 61 +1-80 +1-80 +1-79.3 63 +1-80 +1-80 65 +/-80 +1-80 67 +/-80 6&7/8 +/-80 1) I IF- I V- I IF UIMtNSI V NS SHUWN. FUK IN I tUKAL h IN ANU tUUAL LtU W INUV WS, SU0I KAV 1 1" hKUM II -It I IF- I U -IIF UIMtNSIUN IN I Ht I ABLt I U Ut I tKMINt I Ht WINUV W SILL. 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. 1-1116" NOM. TABLE DIMENSIONS MAY BE j GLASS STACK 7116" LAMINATED ORIENTED VERTICALLY OR 7/16" LAMINATED HORIZONTALLY AS SHOIM. GLASS STACK � � GLASS STACK 4ENEDG-SSTREN B INTERLAYER 3/16" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS LONG 3116" HEAT STRENGTHENED GLASS SIDE EAT f -f-- LONG SIDE 3/16" HEAT STRNGTHENED GLASS 7/16" AIR SPACE .090" PVB INTERLAYER 11 SHORT SIDE 5 y SHORT I- 8" 5!8' J_ SIDE BITE GLASS BITEEXTEXTERIOR ~ LONG SIDE a s7 21 13 T GLASS TYPE 2 GLASS TYPE 4 SHORT LONG SIDE SIDE •• ••• •• • • • •• SHORT SIDE •• Or • • ••• ••• • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• 000 • •• •• PRODUCT REVISED n: t0mplyi0g wi'h the FI01ida Buitd:ng Cade AccePla00e 2301 n L-nPicatioe Dde C+sisl•F NO CHANGES THIS SHEET. s W i m Y ❑ y- (y 0) ❑ R O in alo0 O O ci N i N U) Of V4 _1 ¢ W r a O J OI Z LL � V LU D Fig •°i0 = W c U d o� U Q W — co ~LuOhioo> 5 cN rc O Z p' O N U F- g W m LL o M J Q Q F ® U) Z W !°°4S Z O fW W Q Z Ir 0D_ Z C) w ❑ =, C L) W X W C rj IL aI!'1 ❑ '�sa0 O saua5 \1L 11111111,,,,, L.IGENSF'•. ��� �� * ;� No. 58705 F 4U NAL 4`\\ / A LYNN ULLER, P.E. P E # 58705 TABLE 5'. 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE 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. TABLE 6' Window Design Pressure (+1-, psf) for Glass Type 7 Window Design Pressure (+I., psf) for Glass Type 5 NTERLAYER > Lag Side (m) ORIENTED VERTICALLY NNEALED GLASS 3/16 v 6&7/8 73 77 70-3/4 81 as I B9 93 97 101 105 1 10 110-1/2 M '900.130 -900-130 +900-130 -900-130 +gW-130 +900.130 +900-130 +900-130 +900-130 +900-130 +900-130 +900-130 +900-130 33 +900-130 +900-130 «901-130 +900-130 -900-130 +901-130 +90/-130 +900-130 +900-130 +900-130 +800-130 +900-130 +900-130 35 +900-130 +900-130 +900-130 +900-130 +900-130 +900-130 +900-130 +900-130 +900-130 I +901130 +900-130 +900-130 +900-130 37 +900-130 +900-130 +900.130 +900-130 +900.130 -900-130 +900-128.3 +900-125.4 +900-122.6 +901-120.1 +900-118.1 +900-118.1 +900-118.1 39 +900-130 +900-130 +900-129.4 +900-127.5 +900-125.4 +900.121.5 +900-118.1 +900014.9 +900-1125 +9D1-1104 +900-108.6 +900-106.8 +901-100.3 41 +900-130 +900-128.3 +900-121.2 +90/-118.9 +900-118.4 +900-113.8 +900-110.5 +901-1072 -900-103.9 +900-101.3 +800.99.4 +90/-97.7 -900-97.1 43 45 +901-129.3 +901.121.5 +900-1158 +900.113.8 +900-111.4 +901-107.5 +900-1042 +901-100.6 +900-122.9 +901-115.8 +901-111.6 -900-109.7 +900-1 D7.3 «900-102.8 +9D/-98.7 +90/-95 +900-97 +901.93.8 +90/-92.3 +90)-90.1 +900.92 H-87.9 +900-80.9 +900-90.5 +801-95.9 +801-85.4 47 +90/-118 +900-112.7 +900-108.1 +901-108.1 +900-103.6 +901-911.8 +901-94.4 'W-91.5 H-89.1 +/-86.7 +800-84.4 +80/-82.1 +801$1.3 49 +90/-114.2 +90.1-10.6 +900-104.8 +W-102.7 +900-100 +900-95.3 +900-91.8 -800-83.5 -80/-81 «/008.7 */-77.8 51 +901-110.9 +901-106.3 +9W-101.8 +900-98.6 +900-98.9 +90/-92.7 +/-89.3 +/-86.2 +80/-83.2 +800-80.5 -1-77.9 H-754 +1-74.5 53 -900-107.7 +901-102.9 +900-98.7 +90/-96.7 +901-94.1 +800-90.4 +/.87 +800-63.7 +800.80.8 +/-77.7 +/-74.8 N-723 +1-71.4 55 +900-104.5 +900-0.8 +900-95.3 -900-93.7 +900-91.9 -/-88.3 1 +800-84.6 -800-81.3 +/-78.1 +/-75.1 N-72.2 +/$9.8 +/$9.1 57 -900-101.5 +90-96.4 +900-92.5 «900-91 H-89.3 -BOi-88.1 +800-82.4 H -7B.9 -I-75.6 +/-72.5 1 H -69A H$7.9 59 +9D/ 98.5 +900-93.5 +1-90 N-88.5 +80046.8 +800-83.6 -801-80.3 +1.78 7 +/-73.3 +/-70.3 '/-68.2 3R- s 61 +901-95.6 +901-91.3 N-87.7 -900-86.2 +800-84.3 +801-81 +/-77.9+144m5 -/-71 -/$8.7 LONG W 63 +900-922 +1-88.1 +8N-el.s +edaz.7 +60/$0.7 +1.77.3 +1-74 +/.71 +/-68.8 O SIDE 65 +900-91.2 +1-87 +800-83.2 +800-81.6 +/-79.6 +1-76.1 1 +/-7Z8 H-70 LL an!1 0 sao 67+/-8D.1 8&7/8 +801-85 +800.81+1-79.4 H-77.3 +/_73.7 a/-70.5 */$7.3 +900-83.2 a/.78.1 +/-77.4 +1-75.2 N-71.8 +/-89 21 13 73 -801-83.2 +/-794 +/-75.1 N-73.2 +/-71 +1-68.4 77 -/-79.1 +145.1 +/-71A +/-899 7&314 +1.77.' -/-73.2 1 +1-69.9 1 +1-68.8 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE 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. TABLE 6' 7/16" LAMINATED I _ GLASS STACK �- ./7� Window Design Pressure (+1-, psf) for Glass Type 7 TABLE DIMENSIONS MAY BE NTERLAYER > Lag Side (m) ORIENTED VERTICALLY NNEALED GLASS 3/16 v 6&7/8 73 77 70-3/4 81 as I B9 93 97 101 105 1 10 110-1/2 M '900.130 -900-130 +900-130 -900-130 +gW-130 +900.130 +900-130 +900-130 +900-130 +900-130 +900-130 +900-130 +900-130 33 +900-130 +900-130 «901-130 +900-130 -900-130 +901-130 +90/-130 +900-130 +900-130 +900-130 +800-130 +900-130 +900-130 35 +900-130 +900-130 +900-130 +900-130 +900-130 +900-130 +900-130 +900-130 +900-130 I +901130 +900-130 +900-130 +900-130 37 +900-130 +900-130 +900.130 +900-130 +900.130 -900-130 +900-128.3 +900-125.4 +900-122.6 +901-120.1 +900-118.1 +900-118.1 +900-118.1 39 +900-130 +900-130 +900-129.4 +900-127.5 +900-125.4 +900.121.5 +900-118.1 +900014.9 +900-1125 +9D1-1104 +900-108.6 +900-106.8 +901-100.3 41 +900-130 +900-128.3 +900-121.2 +90/-118.9 +900-118.4 +900-113.8 +900-110.5 +901-1072 -900-103.9 +900-101.3 +800.99.4 +90/-97.7 -900-97.1 43 45 +901-129.3 +901.121.5 +900-1158 +900.113.8 +900-111.4 +901-107.5 +900-1042 +901-100.6 +900-122.9 +901-115.8 +901-111.6 -900-109.7 +900-1 D7.3 «900-102.8 +9D/-98.7 +90/-95 +900-97 +901.93.8 +90/-92.3 +90)-90.1 +900.92 H-87.9 +900-80.9 +900-90.5 +801-95.9 +801-85.4 47 +90/-118 +900-112.7 +900-108.1 +901-108.1 +900-103.6 +901-911.8 +901-94.4 'W-91.5 H-89.1 +/-86.7 +800-84.4 +80/-82.1 +801$1.3 49 +90/-114.2 +90.1-10.6 +900-104.8 +W-102.7 +900-100 +900-95.3 +900-91.8 -800-83.5 -80/-81 «/008.7 */-77.8 51 +901-110.9 +901-106.3 +9W-101.8 +900-98.6 +900-98.9 +90/-92.7 +/-89.3 +/-86.2 +80/-83.2 +800-80.5 -1-77.9 H-754 +1-74.5 53 -900-107.7 +901-102.9 +900-98.7 +90/-96.7 +901-94.1 +800-90.4 +/.87 +800-63.7 +800.80.8 +/-77.7 +/-74.8 N-723 +1-71.4 55 +900-104.5 +900-0.8 +900-95.3 -900-93.7 +900-91.9 -/-88.3 1 +800-84.6 -800-81.3 +/-78.1 +/-75.1 N-72.2 +/$9.8 +/$9.1 57 -900-101.5 +90-96.4 +900-92.5 «900-91 H-89.3 -BOi-88.1 +800-82.4 H -7B.9 -I-75.6 +/-72.5 1 H -69A H$7.9 59 +9D/ 98.5 +900-93.5 +1-90 N-88.5 +80046.8 +800-83.6 -801-80.3 +1.78 7 +/-73.3 +/-70.3 '/-68.2 3R- s 61 +901-95.6 +901-91.3 N-87.7 -900-86.2 +800-84.3 +801-81 +/-77.9+144m5 -/-71 -/$8.7 LONG W 63 +900-922 +1-88.1 +8N-el.s +edaz.7 +60/$0.7 +1.77.3 +1-74 +/.71 +/-68.8 O SIDE 65 +900-91.2 +1-87 +800-83.2 +800-81.6 +/-79.6 +1-76.1 1 +/-7Z8 H-70 LL an!1 0 sao 67+/-8D.1 8&7/8 +801-85 +800.81+1-79.4 H-77.3 +/_73.7 a/-70.5 */$7.3 +900-83.2 a/.78.1 +/-77.4 +1-75.2 N-71.8 +/-89 21 13 73 -801-83.2 +/-794 +/-75.1 N-73.2 +/-71 +1-68.4 77 -/-79.1 +145.1 +/-71A +/-899 7&314 +1.77.' -/-73.2 1 +1-69.9 1 +1-68.8 7/16" LAMINATED I _ GLASS STACK �- ./7� T �~ LONG SIDE 1 SHORT SIDE c1 TABLE DIMENSIONS MAY BE NTERLAYER > N ORIENTED VERTICALLY NNEALED GLASS 3/16 v O HORIZONTALLY AS SHOWN. °rO0 1n O 1-1/16"NOM. GLASS STACK 4G-SS d " C'4 s Z BITE �--- LONG SIDE A� O a LL T- /•a u mo10 EXTSHORT Z oJ = 3/16" ANNEALED GLASS SIDE 006 ®, 0 GLASS TYPE 5 3/16" ANNEALED GLASS T �~ LONG SIDE 1 SHORT SIDE 1)111'-IU-11VUIMLNb1UNb Jr1UWN. rUNINICbKALrIN NNU CVUNL LCU WINUVWJ, auo nvlw 1 r- - ns TABLE TO DETERMINE THE WINDOW SIZE. • • • • • • • • • • • • 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 OVIPRALL DIM%N:IOf•�S• is • • • COMPLETELY FIT WITHIN. •• ••• •• • • • •• •• ••• • • ••• ••• •• • ••• • • • • • • • • • • • • • • • • • •• • • • • • •• or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE 7 SHORT I - SIDE LU c1 TABLE DIMENSIONS MAY BE 0 > N ORIENTED VERTICALLY OR v O HORIZONTALLY AS SHOWN. °rO0 1n O 1-1/16"NOM. GLASS STACK 7/16" LAMINATED d C'4 s Z GLASS STACK A� O a LL 3/16" TEMPERED GLASS /•a u mo10 d Z oJ = 3/16" ANNEALED GLASS 2 006 ®, 0 3/16" ANNEALED GLASS D 7/16" AIR SPACE O W 7 (J .090" SG INTERLAYER SHORT I- O SIDE 11 5 � Q LL O Q P 1 j W taau; 5/8" Z x GLASS BITE O to Z 2 D Z W x 3R- s O d Z LONG W r O SIDE EXTERIOR LL an!1 0 sao a saua5 as7 21 13 1)111'-IU-11VUIMLNb1UNb Jr1UWN. rUNINICbKALrIN NNU CVUNL LCU WINUVWJ, auo nvlw 1 r- - ns TABLE TO DETERMINE THE WINDOW SIZE. • • • • • • • • • • • • 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 OVIPRALL DIM%N:IOf•�S• is • • • COMPLETELY FIT WITHIN. •• ••• •• • • • •• •• ••• • • ••• ••• •• • ••• • • • • • • • • • • • • • • • • • •• • • • • • •• or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE 7 SHORT I - SIDE LU c1 Y 0 > N j ^ay v O N N °rO0 1n O p N o 111 C'4 s Z O a LL /•a u mo10 d Z oJ = W 2 006 ®, 0 W Z a S Q D oN O W 7 (J 9,vO _� ] 7 z("7 O g J � Q LL O Q P 1 j W taau; Z x r O to Z Q D Z W x 3R- s O d Z O W r O W X W LL an!1 0 sao a saua5 111111 I lilt//7/ i LYN/V , .. VICENSF * No. 58705 ' "O :Vl yyyy S/0NA1IL11 E�G \ A/LY / 1 � 1 111 LER, P.E. REM 58705 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 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. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1-1116" NOM. HORIZONTALLY AS SHOWN. 7116LAMINATED 7116" LAMINATED GLASS STACK ' LONG GLASS STACK GLASS STACK SIDE 3/16" HEAT STRENGTHENED GLASS LONG SIDE .090" SG INTERLAYER 3/16" TEMPERED GLASS Ss' 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" SG INTERLAYER SHORT SIDE 4 17 11 y SHORT 5 1 SIDE 5/8' 5/8" GLASS BITE GLASS BITE L 1-2 1-2 I ` LONG SIDE EXTERIOR EXTERIOR a 20 13 11 21 13 SHORT ,y SIDE 1y LONG GLASS TYPE 6 • • • • • • • • GMS2 TLPM SIDE • • • • • • • • • • • SHORT I— �l SIDE F •• ••• • • ••• ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISSED .— a umpi)-mg with the Flmida Code, B\ilditg Co JR - 03116/18 - UPDATED .. VALUES AND SIZES. 2 LU i ro a Y as 1 it .vO o Window Design Pressure (+/-, psf) for Glass Types B & 8 alco O o i � tY N Lu - Qc')) J O 0/w Z u- 0 Z J 78 umui0 Long Side, Tip to Tip (in) W g LU Z 0 S G oN LU 7718 73 77 78-314 81 85 89 93 97 101 105 109 110-112 113 117 127 125 129 137 145 31 +g0/-130 +9x-130 +9x-130 +90/-130 +90/-130 +9x-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +9x-130 +90/-130 +9a-130 +9x-130 +90/-130 +90/-130 +90/-130 +9x-130 +9a-130 33 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +9x-130 +9x-130 +90/-130 +90/-130 +90/-130 35 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +9x-130 +9x-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 37 +90/-130 +9x-130 +90/.130 +90/-130 +9x-130 +90/-13D +9x-130 +90/-130 +90/-130 +90/-130 +90/-130 +9x-130 +9x-130 +90/-130 +9x-130 +9x-130 +90/-130 +90/-130 +Ba -110 +8x-110 39 +90/-130 +9x.130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/.130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 41 +90/-130 +901-130 +90/.130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 43 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/.130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +B0/-110 +80/-110 +80/-110 +80/-110 45 +90/-130 +90/-130 +9x-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +9D1-130 +90/030 +80/-110 +80/-110 +8x-110 +Ba -110 +80/-110 +80/-110 +8x-110 +S0/-110 47 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 1 +90/-130 +90/-130 +901-130 +90/-130 +801-110 +80/-110 +801-110 1 +80/-110 +80/-110 +811/-110 +80/-110 +Bx-110 0 49 O +9x-130 +9x-130 +90/-130 +90/-130 +9x-130 +90/-130 +9a-130 +90/-130 +90/-130 +801-110 +80/-110 +8x-110 +80/-110 +8x-110 +80/-110 +801-110 +80/-110 a 51 +90/-130 +90/-130 +90/-130 +90/-130 +9a-130/ +90/4131) +90/-130 89.41-128. +8x-110 +Sx-t 10 ,80!-110 +8x-110 +80/-110 +Bx-110 +801-110 +80/-110 F 53 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +88.81-128.1 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 55 +90/-130 +90/-130 +90/.130 +90/-130 +90/-130 88.8/-128.1 -OW-110 +80/-110 +80/-110 +Ba -110 +80/-110 +80/-110 +80/-110 +80/-110 y 57 +901-130 +90/-130 +90/-130 +90/-130 +89.41-129 +80/-110 +BOT -110 +80/-110 +80/-110 +Bx-110 +801-110 +801-110 59 +90/-130 +90/-130 +90/-130 +89.5/-129.1 +80/-110 +8x-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 N 61 +90/.130 +90/-130 89.61-129. +801110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 63 +901-130 +90/-130 +80/-110 +801-110 +80/-110 +Bx-110 +Ba -110 +80/-110 +80/-110 65 +90/.130 +9p/-130 +80/-110 +80/-110 1 +80/-110 +801-110 +Bx-110 +801-110 67I +90/-130 1 +801-110 +Bx-110 +80/-110 +B0/-110 +80/-110 +80/-110 68-718 +9x-130 +8x-110 +Ba -110 +80/-110 +Ba -110 +Ba -110 +8a-110 73 +Ba -11D +8x-110 +8x-110 +80/-110 +80/-110 +Bx-110 77 1 +801.110 1 +801-110 1 +801-110 +80/-110 78-3/0/ +BOT -110 1 +801-110 1 +80/.110 I +80/-110 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 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. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1-1116" NOM. HORIZONTALLY AS SHOWN. 7116LAMINATED 7116" LAMINATED GLASS STACK ' LONG GLASS STACK GLASS STACK SIDE 3/16" HEAT STRENGTHENED GLASS LONG SIDE .090" SG INTERLAYER 3/16" TEMPERED GLASS Ss' 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" SG INTERLAYER SHORT SIDE 4 17 11 y SHORT 5 1 SIDE 5/8' 5/8" GLASS BITE GLASS BITE L 1-2 1-2 I ` LONG SIDE EXTERIOR EXTERIOR a 20 13 11 21 13 SHORT ,y SIDE 1y LONG GLASS TYPE 6 • • • • • • • • GMS2 TLPM SIDE • • • • • • • • • • • SHORT I— �l SIDE F •• ••• • • ••• ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISSED .— a umpi)-mg with the Flmida Code, B\ilditg Co JR - 03116/18 - UPDATED .. VALUES AND SIZES. 2 LU i ro a Y as 1 it .vO o n o alco O o i � tY N Lu - Qc')) J O 0/w Z u- 0 Z J 78 umui0 = o UUo W g LU Z 0 S G oN LU O C Z v O 0 U gLuo J Q co F ® U) Z W IX haus a 0 U) Z QZ m o (L aiw5 o z w D W Z (D n X W LL llu nu 2 - 0 0 -- saua5 .N1( LYNN ..c ..... * ./] WA., No. 58705 ��L{ •'.;•� Oma'. (U� Ss/ONAL E�G�\ 111111\\\` A LYNN MILLER, P.E. P.E 0 58705 TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION OR FRAMING, SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE C TYPE B EMBEDMENT NOTE 2, THIS SHEET SEE TABLE 8, THIS SHEET EMBEDMENT 1X WOOD BUCKSTRIP, INSTALLATION 114" MAXSEE NOTE 2, THIS SHEET TYPE A t MBEDMENT SHIM ' — T TYP. ANCHOR TYPE, EMBEDMENT AND ; EDGE DISTANCE PER SUBSTRATE, " • a DISTANCE EDGE SEE TABLE 8, THIS SHEET ) I I I DIST�NCE 6 �� Ij�—SHI MAX +I 1 SHIM f .• ON WINDOW BUCK I EXTERIOR HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" USED FOR ALL SIDES OF ARCHITECTURAL SHAPES 0 11 -718 - D.C. MAX. I , , " -) EXTERIOR \ 11 CONCRETE/CMU PER ANCHOR VISIBLE LIGHT WIDTH = REQUIREMENT WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH INSTALLATION HORIZONTAL SECTION A -A METHOD D TABLES: 1 /4" MAX. EXTERIOR " 1� F - STEEL SELF -DRILLING SMS (G5), SEE TABLE THIS SHEET MIAM40ADE APPROVED MULLION (SEE BEPERATE NOA). ALUMINUM, STEEL F(;:W PROPERTIES, TABLE 8,THIS SHEET CONCRETEICMU PER ANCHOR REQUIREMENT ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 6.0 • •• •• ••• • • ••• • • LU z S -MIN. UrJ I HNtAUJIJtYUNU I Ht Mt1ALSUtlJ I.. t:. o #12 or #14 410 SS Screw Solt)lern Pine SG0.55 9116" 1-318" 12" Alumnum 6063-T5 nin. 318" 0.063"' 17' A36 SIee1 3/8" 0.063" 17' Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga ' 17' X WOOD BUCKSTRIP, Southern PineSG-0.55 9/16" 1-318" 17' 012 or 914 S" Screw (GS) min. o.osr • 121 F W SOW Slld Gr. 33 min. 3B" 0.045" 18 Ga) 12" 1/4" 410 SS CreteFlex mw� CMU, ASTM G90 2-11Z' 1-114 17' ..-..--- 1/4" SleelUtacon ICwr" Coocrete mR2.86 k9A 1" 13/4 1T frmn, 2 2.1/2- 1.38" 2-1 ° ANCHOR • • 5/16" Steel Utracon Concrete ^lin. 3.5 ksi -1/4" -1-314" 12" Croubd CMU ASTM G90 2-117' 1-314" 12" ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 6.0 • •• •• ••• • • ••• • • LU z -MIN. UrJ I HNtAUJIJtYUNU I Ht Mt1ALSUtlJ I.. t:. o 1/4" MAX SHIM "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. atop O ALL HEAD TYPES APPLICABLE. O N o. ILL ' X WOOD BUCKSTRIP, INSTALLATION NOTES: e 0-1 o a Z I, C,,n i S� J EE NOTE 2, THIS SHEET = L) U W F W 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND DN pMp o)� a • EDGE DISTANCE LIMITS. oZrn $ O CONCRETE PFR• 000 • • • LL O - EMBEDMENT ° ° ANCHOR • • • 8 KS EP�TED ON THIS SHEET AS "1X', ARE BUCKS WHOSE TOTAL Metrial Min. Fr Mn. F. ° ' s REQUIREMENT • • • • • HI N S S T N 1-111'. 1X WOOD BUCKS ARE OPTIONAL IF UNR CAN • + IE Stool Screw 92 ksi 120 ksi " • • • 1s41ST4LLFP D18ECTLY 60 SOLID CONCRETE. WOOD BUCKS DEPICTED AS 410 Screw 90 ksi 110 ksi ' • • • • • • &X"ARE 1-1iQ" TWCK4DR GREATER. INSTALLATION TO THE SUBSTRATE OF Wcm Q O W W WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY Elco L�eCc^® 155 ksi 177 ksi I° INSTALLATION I EDGE TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY RAVING JURISDICTION. 410 SS Elco CretaFbAW 127.4 ksi 189.7 ksi DISTANCE TYPE B AND EDGE DISTANCE PER 6063-T5 Alumnum 16 ksi 22 ksi SUBSTRATE, SEE TABLE B. THIS SHEET 3, FOR ATTACHME�'�T=O : THE STRUCTURAL MEMBER SHALL BE OF A • • • • A36 Steel 36 ksi 58 ksi VERTICAL SECTION B -B : : SIZE•T� �ROVIDE FUI� SUP41ORT TO THE WINDOW FRAME. Gr. 33 Stael SGd 33 ksi 45 ksi • •• • ••• • • • • • • • • • S. IFj1PP6ICA.0LE•LOWER DESIGN PRESSURE FROM EITHER WINDOW OR • • • • YULiIOi•t4OA APPLIES TO VM!!LE SYSTEM. • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 6.0 • •• •• ••• • • ••• • • LU z Y o v O atop O O O N o. ILL N _m V Z e 0-1 o a Z I, C,,n i S� J ux. Dip = L) U W F W 1.� DN pMp o)� a Z o oZrn $ O D ~ 3 LL O z O ® U) ~ IDays Q O H F- Z < Z 7- z = 2l 5 LL O Wcm Q O W W Z n LL an!1 LL -osap !s. d ­q 11, . l" NYILYNAt No. 58705 ,* = Q ST�((/� C� AL fE?.�. 0. LYNN MILLER, P.E. 58705 2X WOOD BUCKSTRIP EDGE DISTANCE OR FRAMING, SEE NOTE 2, THIS SHEET _ INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4" TYP. ANCHOR TYPE, INSTALLATION INSTALLATION EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, TYPE G TYPE F SEE TABLE 9. THIS SHEET 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2, THIS SHEET MAX SHIM EMBEDMENT ~{ SHIM TYP. ANCHOR TYPE, EMBEDMENT AND I EDGE DISTANCE PER SUBSTRATE, 1J,_jL EDGE 6 SEE TABLE 9, THIS SHEET DIST ANCE 114.' a 9 1 SHIM I t 2 H USED FOR ALL SIDES OF I �J ARCHITECTURAL EXTERIOR SHAPES 11-7/8' ° • 5 1� O.C. MAX.. ` VISIBLE LIGHT WIDTH = CONCRETTJCMU I WINDOW BUCK WIDTH -2-314" PERANCHOR REQUIREMENT T WINDOW BUCK WIDTH HORIZONTAL SECTION C -C INSTALLATION TYPE H 1/4" MAX. SHIM 9 EXTERIOR a STEEL SELF -DRILLING SMS (G5), SEE TABLE Y9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET EMBEDMENT EDGE DISTANCE PRODUCT REVISED as c..plymg with the Florida lBuilding Cou'e I..,. No CONCRETE/CMU PERANCHOR REQUIREMENT Anchor Substrate pin. Edge Min. Entedrnent Max O.C. #12 or #14 410 SS Screw SouCrem Pine SG=0.55 9/16" 1-38" 12" Ahminum608375 rtin. 318" 0.063"' 12" A36 Steel 3/8" 0.063"* 12" 33 min. 3/8" 0.046' 18 Ga 17' #12 a #14 Steel Screw (G5) ScuwGr. Pine SG=0.55 9/16" 1-3/8" 17' Alumnum 6063-T5 rrin. 3/a" 0.063" • 12" A36 Steel 3/8" 00631. 17' Steel Shd in. 3/8" 0.045"(18 Ga ' 12' 1/4" 410 SS CreteFlax Lkvrww CMU ASTM C-90 2-12" 1-114" 12" Concrete r in. 3.35 ksi 1" 1-314" 12' 1/4" Steel Macon Concrete rnin. 2.85 ksi 1" 1-314" 12' Concrete r in. 2.85 ksi 2-12" 1-318" 12" 90 2-12" 1-114" 12' 5/16" Sted Ultracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 12' Groubd CMU ASTM 90 2.12" 1.3/4" 12' "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. rl/4" MAX SHIM TT INSTALLATION NOTES: } 1X WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND I SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. - 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL CONCRETE PF;2• 000 • •THICW4ESSdS LESS TWO 1-12. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN EMBEDMENT ; ANCHOR • • • OBE 04SINKLLED DIREMrLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS REQUIREMFVT • • •'2X•ARD 1 -*2" IAICIPOR GREATER. INSTALLATION TO THE SUBSTRATE OF ° • • • • •W0bD AUC•T BE EA�j IINEERED BY OTHERS OR AS APPROVED BY • • RS • • •AU%RITV:IA+G jLgADICTION. INSTALLATION II • • • • • • • TYPE F I'� EDGE TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHALL BE OF A SIZE DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D -D • • • • • • 4. IF AVPLICABLLO MdEFPM91GN PRESSURE FROM EITHER WINDOW OR • • • MUSLIO* NOA APPLY& TO JHOLE SYSTEM. • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • 0 %• •• •• • • • •• •• • • • • • • • • Material Min. F, Min. F" Steel Screw 92 kst 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS Elco CreteFle)M 127.4 ksi 189.7 ksi 6063T5 Alurrillum 16 ksi 22W A36 Steel 38 ksi 58 ksi Gr. 33 Steel Sled 33 ksi 45 ksi NO CHANGES THIS SHEET. LUof i rn Y O v O C7 N D al°0 O p ZH W N 0 C7 z W , n O LL C) F Z Fe O Z LL W ro J .xo�0 = W u UUo o� O LU 7 oN ~ LU C3 Z o ZO U I' ZO g O Q Q Z Q F O Z Z a >Z_ O1 04 > J 0 a' w W j r O X d LL I W d ap�1 - sap s ua5 CNV LYN/y .M ' i * :• No. 58705 * _ "O Ir ST ST � o'a — i CCs '•.<OR.. •.•' 0 0NAL"IM ti "' ` A. LYNN MILLER, P.E. P.E.# 58705 If EMBEDMENT (� 12 USED FOR ALL SIDES OF +I 8 ARCHITECTURAL EXTERIOR SHAPES@11-7/8" 29 O.C. MAX. WINDOW INSTALLATION BUCK HEIGHT HEIGHT EXiffi; 1/4" MAX. SHIM VISIBLE LIGHT B HEIGHT = WINDOW STEEL SELF -DRILLING BUCK SMS (G5), SEE TABLE HEIGHT- 10, THIS SHEET 2-3/a' MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,TH IS SHEET 21 6 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 5 -i1/4" MAX SHIM EMBEDMENT �" �•' NO CHANGES THIS SHEET EXTERIOR L� VISIBLE LIGHT WIDTH I ItI"'���� WINDOW BUCK WIDTH - 2-314" ��II WINDOW BUCK WIDTH HORIZONTAL SECTION E -E TABLE 10: INSTALLATION NOTES' 1 USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW Anchor Substrate FIN FRAMES ARE ONLY TO BE USED Max. O.C. TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 1-4 (PVB INSTALLATION S cin EMBEDMENT �I EMBEDMENT OR FRAMING, SEE NOTE 2, THIS SHEET INTERLAYER), NOT TO BE USED WITH TYPE J TYPE K GLASS TYPES 5-8, (SG INTERLAYER). 5" SUBSTRATE, DISTANCE PER SUBSTRATE, I SEE TABLE 10, THIS SHEET — — - EDGE DISTANCE 1/4" MAX 5" 2-1/2" x .145" Roofina Nail Southern Pine SG=0.55 -------����11I1 EDGE DISTANCE 5" �0 ow( Lm o // \ .t`Z`•. ' �( EDGE SHIM 5" INSTALLATION D DISTANCE i I to 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP 5" EMBEDMENT AND EDGE DISTANCE PER • • TYPE I SEE OR OR FRAMING, SEE - - OR FRAMING, SEE Ijll I 5/16" 5" NOTE 2, THIS SHEET NOTE 2, THIS SHEET PRODUCT'gwbb REVISED �% �m„dxEB wa6 s!r Fhviaa he 1 5/16' /�. TYP. ANCHOR TYPE, EMBEDMENT AND I EDGE DISTANCE PER SUBSTRATE, I I BuUdmB Cads Ac.ggl N. Exptrae� � _L �4 �1 AAAX SEE TABLE 10, THIS SHEET If EMBEDMENT (� 12 USED FOR ALL SIDES OF +I 8 ARCHITECTURAL EXTERIOR SHAPES@11-7/8" 29 O.C. MAX. WINDOW INSTALLATION BUCK HEIGHT HEIGHT EXiffi; 1/4" MAX. SHIM VISIBLE LIGHT B HEIGHT = WINDOW STEEL SELF -DRILLING BUCK SMS (G5), SEE TABLE HEIGHT- 10, THIS SHEET 2-3/a' MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,TH IS SHEET 21 6 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 5 -i1/4" MAX SHIM EMBEDMENT �" �•' NO CHANGES THIS SHEET EXTERIOR L� VISIBLE LIGHT WIDTH I ItI"'���� WINDOW BUCK WIDTH - 2-314" ��II WINDOW BUCK WIDTH HORIZONTAL SECTION E -E TABLE 10: INSTALLATION NOTES' 1 USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW Anchor Substrate Mn. Edge Max. O.C. LL ' sap 4 s ua5 Distance S cin 2-1/2" x.113" Box Nail Southern Pine SG=0.55 5/16" 5" 2-1/2" x .131" Conymn Nail Southern Pine SG=0.55 3/8" 5" 2-1/2" x .145" Roofina Nail Southern Pine SG=0.55 3/8" 5" �0 ow( Lm o // \ .t`Z`•. ' �( Southern Pine SCr0.55 1/2" 5" #10 x 1" Steel Screw (G5)` 0.093" Aluminum 6063-T5 min. 5/16" 5" EMBEDMENT AND EDGE DISTANCE PER • • 1/16" A36 Steel 5/16" 5" 0.045" 18 Ga Steel Stud Gr. 33 1 5/16' 1 5" ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • 1WNDOW SWULLION NOA APPLIES TO WHOLE SYSTEM. G,. 33 Steel Shrtl INSTALLATION INSTALLATION NOTES' 1 USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW LL alJ!1 LL ' sap 4 s ua5 TYPE J EMBEDMENT AND EDGE DISTANCE LIMITS. ' 7 I I I I l II EDGE DISTANCE • • *00 • • • • 2*FOR A ACAMENT TO METAL: THE STRUCTURAL MEMBER SHALL 01:k SWE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Medal SOeel Screw Mn. F, B2 ks1 Mn. F" 120 ksl �0 ow( Lm o // \ .t`Z`•. ' �( TYP. ANCHOR TYPE, EMBEDMENT • • • • • • • • • • • 6063-T5 AkmnInun A36 SYeI 16 ksl 36 kd 22 ksi 58 kti `,10ENg Q; P EMBEDMENT AND EDGE DISTANCE PER • • • • • • 3•IF ApPLICA%E, LOWER DESIGN PRESSURE FROM EITHER N..58705 SUBSTRATE, SEE TABLI24IS, THIS"f "r • • • 1WNDOW SWULLION NOA APPLIES TO WHOLE SYSTEM. G,. 33 Steel Shrtl 33 ksl 13d = tSITIOTF VERTICAL SECTION F -F • • • • • • • • • • • '"/n 1111111` • • • • • • • • • • • A LYNN MILLER, P.E. • • • • • P K 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE - NOTE 2, THIS SHEET INSTALLATION TYPE M AL EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE N7 - T TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET INSTALLATION TYPE M FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH INSTALLATION GLASS TYPES 5-8, (SG INTERLAYER). TYPE N Mn. Embadrtert Max O.C. " EMBEDMENT 9116" 1-3/8" 1/4" MAX SHIM Alumnum 6063-T5 min. 3/8" 0.063" ' O A36 Steel 3/8" 0.063"' EMBEDMENT O 2X WOOD BUCKSTRIP iX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET I Southern Pine SG=0.55 9115" OR FRAMING, SEE 6.2" V 6.2" �SHI MAIC NOTE 2, THIS SHEET TMP. ANCHOR TYPE, NT AND 6.2" 1/4!'410 SS CreteFlex SHIM �\ EDGE DISTANCE PER SUBSTRATE, SEE STANCTABLE E THIS SUBSTRATE, �I I` . USED FOR ALL SIDES OF EDGE ARCHITECTURAL DISTANCE SHAPES @ 11-70 O.C. MAX. INSTALLATION TYPE O EXTERIOR 1/4 a MAX SHIM STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET CONCRETEICMU PERANCHOR EDGE REQUIREMENT I- DISTANCE VERTICAL SECTION H- EMBEDMENT `J Substrate Mn. Edge Mn. Embadrtert Max O.C. #12 or #14 410 SS Screw Southern Pine SG=0.55 9116" 1-3/8" 6.2" Alumnum 6063-T5 min. 3/8" 0.063" ' O A36 Steel 3/8" 0.063"' 6.2" EDGE 6.2" #12 or #14 Steel Screw (Cf) Southern Pine SG=0.55 9115" 1-318" 6.2" DISTANCE 6.2" A36 Steel 3/8" 0.083"' 6.2" Steel Gr. 33 min 318" 0.045" 18 Ga ' 6.2" 1/4!'410 SS CreteFlex 1t CONCRETE/CMU 1-1/4" ��l�.l ..11// VISIBLE LIGHT WIDTH= IY� WINDOW BUCK WIDTH - 2-3/4" 5 PER ANCHOR REQUIREMENT 1/4" Steel Uttracan WINDOW BUCK WIDTH 1" 2-1/2" 2-1/2" EXTERIOR 11.6" 11.6" 11.6" 5116" Steel Uttracon Concrete min. 3.5 ksi4" 1551. 177 ksi 410 SS Elco CreWFb4 HORIZONTAL SECTION G -G Gr MU ASTM C-90 2-1/2" 1-3/4" 11.6" A36 Sbel Anchor Substrate Mn. Edge Mn. Embadrtert Max O.C. #12 or #14 410 SS Screw Southern Pine SG=0.55 9116" 1-3/8" 6.2" Alumnum 6063-T5 min. 3/8" 0.063" ' 6.2" A36 Steel 3/8" 0.063"' 6.2" Steel Stud. Gr. 33 m n. 3/B" 0.045" 18 Ga ' 6.2" #12 or #14 Steel Screw (Cf) Southern Pine SG=0.55 9115" 1-318" 6.2" Alurrinu 6063-T5 min. 3/9" 0.063"' 6.2" A36 Steel 3/8" 0.083"' 6.2" Steel Gr. 33 min 318" 0.045" 18 Ga ' 6.2" 1/4!'410 SS CreteFlex mulled CMU ASTM C-90 2-1/2" 1-1/4" 11.61 Concrete min. 3.35 ksi 1" 1-3/4" 11.6" 1/4" Steel Uttracan Concrete min. 2.85 ksi Concrete min. 2.85 ksi ASTM 1" 2-1/2" 2-1/2" 1-3/4" 1-3l8" 1-1/4" 11.6" 11.6" 11.6" 5116" Steel Uttracon Concrete min. 3.5 ksi4" 1551. 177 ksi 410 SS Elco CreWFb4 127.4 ksi 199.7 ksi Gr MU ASTM C-90 2-1/2" 1-3/4" 11.6" �1/4" MAX SHIM H a a U) O p "aa Qo } CON alop W 0 Azy N Lu r` 8 o u z LL n i Lu J kT u 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. W O SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. F Z T iQ (0 Z) (D INSTALLATION N•tER. • • • • • • • W .-. O Q 1. USE ONLY ANCH� P•TS LI,S1�Q Or�THI� SF F•1'�FO�W EMBEDMENT AND EDGE DISTANCE LIMITS. " 2. WOOq�q�,��CKS�EF��TFUQ& THTS•SHEETAS j1X"•4RE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12". 1X WOOD Mabrial Min. F,. Mn F„ Sbel Screw 92 km 120 ksi BUCKS /CRE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOFPP TAPA&NT TO IRETAL: THLOSTRUCTUMPE&VSHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAMt. • • • • • •! • • • • t • 4. IF• P�ICAB�LOI&ER DEIGN:R6f SURE FitOI+EITHI�dWINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • t • • 410 Screw 90 W 110k. Elco UkraCon• 1551. 177 ksi 410 SS Elco CreWFb4 127.4 ksi 199.7 ksi �T5 �s's"�' 16 ksi 22 ksl A36 Sbel 36 km 58 kv CY. 33 Shelf Std 33 ksi 45 W • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO CHANGES THIS SHEET. > o po 'o a a U) O p "aa Qo } CON alop W 0 Azy N Lu r` 8 o u z LL n i Lu J kT u 2 �S2 UUd o! W O F Z T iQ (0 Z) (D oN 0-0 W .-. O Q r' U F- g LL o (A J H ® $, U) raays = 0 O g Z Z o o K F- a,aas Qo w O X Z - z n e EL au�1 LL -osap s !ia5 \101111111///// No. 58705 A� �O'.(7� S/0NAL EN ` \` A LYNN MILLER, P.E. RE.B 58705 J TABLE 12: Item PGT Pert# Description Material 1 42530 Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16" Lami. Glass Beading Alum. 6063T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cow Alum. 6063-T5 6b 4224 Installation Fastener Cow for Curves Rigid PVC 8 4267 7/16" Lami. Glass Beading for Cunes Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 90" comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K I Foam Beading Tape D Z 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71852K Setting Block, Mono. 3/16" x 7/16'x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 76X1 1141`131-A #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PDX #8x 1" Quad PH SMS (Assembly) Stainless Steel 75 76 77 78 1 1 Kommeding Kodispace 4SG TPS Quanex Super Spacer nXr lQuanex Duraseal Spacer ICardinaJ XL Edge Spacer See this Sheet for Materials ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 900 CORNER FRAME ASSEMBLY / EXTERIOR EQUAL -LEG FRAME \NGE FRAME z.76a" .094" �.11f .074" 062' 1.875' 000�.43 s00"1. ' - .050"`°_°°°• iO FLANGE FRAME 2.784" .09, �J .074" .062'• 1.375" 1 500" .438" OEQUAL -LEG FRAME 1 � .970" - 346" J- Ly Idly I1.37" .875" n T�--_ .050"05(r .050" .050 OINSTALLATION GLASSBEBEADING @ BEADING GLASS 6a FASTENER COVER HOT -MELT SILICONE BUTYL REIN STRUCTURAL POLYISO- 1/4" NOM. 3/16" NOM. BUTYLENE WITH STRUCTURAL DESICCANT SILICONE DE FOAM WITH EXT.GLASS DESICCANT EXT.GLASS EXT. INT. GLASS INT. GLASS IS75KODISPACE OSUPER SPACER 4SG TPS 76 NXT Tu f 11 ANGLED/CURVED FRAME ASSEMBLY I I I I I Jrfi • • • r • •• • • I / ECINAL>IEG'WRAME • ••• •• • FLANGE FRAME I � I I lo 10 ALLCORNERS • •LILF-GASKE7 • • AJI SEALA • • s MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERI0"RAy1F•1WLDS • • • • • • • (SHOWN)04B CORNER6EYS AT • • • • • SCREWBO"S- SEAyWTATALSWONERS • • • • • • • • • • • • • • • • .• ... .. .• ••• • • • • ••• • • ••• • • • ••• • • 2.784„ .094' -_4 I_-_ .074" 0 1.375" k T� .500" 438" 1.1 25" .077'• t @FIN FRAME 1 .970" �- � .346" I M'mli edc Plodl)et l:a•U'�' .875 .875" a r NO CHANGES THIS SHEET. as -LASS .050- _ O 1 7116" LAMI O GLASS BEADINGI IG. Gr O BEADING a,oQ 0 FOR CURVES FOR CURVES D ALUMINUM POLYISOBUTYLENE DESICCANTFILL FORCEMENT SEAL 5/16" NOM. 5/16" NOM. SILICONE BUTYLS SEAL SICCANTROLL-FORMED FOAM STAINLESS STEEL GLAS EXT.GLASS INT. GLASS INT.GLASS DURASEAL® XLEDGE- 77 78 SPACER SPACER ASSEMBLY DETAILS FOR FIN FRAMES 900 CORNER FRAME ASSEMBLY ANGLED/CURVED FRAMEASSEMBLY EXTERIOR b MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS W ? Y 0 > w a r as O o st O o W a,oQ 0 Qo 0 OJM D N LL Z J ^ x Z 1p = L6 o 06 Q LU fJ N 9 ~ LU < t7 W W oN OM0 W c7 > i Z Z o oZrn $ O M P: O 0 J c D Z O ® m m Z Iaa4S =m Z 0 Z_ aro s SC W W e�e _ O S U- m d a,,,t =aa sr,as `\111111111//// NYLYNN ��'t�O•1,1GENyFyz���� * ; No. 58705 0..VT OF S ''',/&/ /0NAL E�\`\ A LGNw1i11LL�2,b.E. P.E.# 58705 MIAMaDADE c i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES'(RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidadL.gov/economy 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 Veloci Hurricane Zone.- • • • • • DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window — L.M.I. • :'. '. • ......00 APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single-4mg Install QM)", •""' sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and se4ed by Anthcb%& Lynn ; • • • • Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp lith the Iiotiae of .,.•• :006 Acceptance number and approval date by the Miami -Dade County Product Control SectW.; • • • • ..:..' .. •• 1'1fI�STGE D4F CT- arg a-S—mMW'I sem, ile Impa'TfKe—sts' an • • • • • • • • • • -LA'$EL-WG Eacfiuni s a ear a permaneniTabel Willi fhe maniac rer s name or:logo, city,.state, • • model/series, and following statement: "Miami -Dade County Product Control App wed".unless olAerwise • noted herein. " ' ; • • : " • •; • RENEWAL of this NOA shall be considered after a renewal application has been filed and there ha§ 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0430.06 MIAMI -DAD, COUNTY Expiration Date: August 23,2O23 Y415M $Approval ��$ Date: August23,2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, 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 JAS !b£'; �4 3) Water Resistance Test, per FBC, TAS 202-94 • • • : • 0 4) Large Missile Impact Test per FBC, TAS 201,94 • • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 263'94 • • • • .0000. 0000 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS.2,02-94 0000 window, prepared by Fenestration Testing Laboratory, Inc., Test.Bercrts No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ostega,�?.E. . • 0000.. C. CALCULATIONS "" • • 1. Anchor verification calculations and structural analysis, complying with FBC&" Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel V4Fez 17. Product ContrExa finer NOA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS � 1. Statement letter of conformance t�Edition (201',} dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE Manuel er , E. Product Control E a ner NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 G. OTHERS 1. None. .... • . •• „•�•• • • Manuel er , E. Product Control E a ner NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 I) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY VVRH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGMS. FOR INSULATED GLASS 1INSTALLAT)ONS ABOVE 30' N THE HVHZ, THE OUT90ARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3.7, 12, 13 OR 1 S APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WEREl SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1R" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 114' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300, C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES' TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL Plr;HRF A Al I OWARI F SASH CONFIGURATIONS AND �{ WIDTH -- i WIDTH I I --I WIDTH iF 1 1/8"AN, .090" PVB, 1/8" AN 2 RECTANGULAR WITH EQUAL LITE SASH RADIUS -TOP WITH PROVIEW SASH RECTANGULAR WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. �17-13/16" MAX O.C� 16-318" MAIC. '� - t7.3/a• 7114'18UCK) MAX. B, SEE _ `Y- SHEETS 8&9 A, SEE {r tHEET'S'�,� & 91 PER O A" MAX. TIP TO X j i -� TiP EQUALLY SPADED i0_-�_)GHT 7-1i.PER i �iC. & (9' MARX. BUCK) A 1 T A T Ft5}718-MAX. TIPTOT)PVNDTHf�1"1�EP NOTCH �"•j AT EACH END AfI9RTYP-FkNGE'FRAME SHOWN WITH EQUAL-LITECONMURAT I nweRl a n eee Tvccs Gum TYR ExIsdor to MdW) DewdpdoR (Llabd troop te op....... Table 9 1 1/8"AN, .090" PVB, 1/8" AN 2 2 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 2 3 13116" LIG: 118" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 4 1I8" HS, .090" PVB, 1/8" HS 4 5 3/16" AN, .090" PVB, 3/16" AN 4 O.C. LIG: 3/16" AN CAP, AIRSPACE, 118" AN, .OW' PVB, 118" AN 4 D s-- 13116"LIG: 3/16"TP CAP, AIRSPACE, 1/8"AN,.D90"PVB, 1/8"AN 4 3116"AN,.090" SG, 3/16"AN 5 N1213/16" 3/16" HS,,OW' SG, 3/16" HS 5 ATEACHEND 13/16" LIG: 116"AN CAP, AIRSPACE, 1/8"HS, .090"SG, 1/8"HS 5 Z Qj 13(16" LIG: 1/8" AN CAP, AIRSPACE, 3116" AN, .090" SG, 3116" AN 5 13/16" LIG: 118" TP , AIRSPACE, 1/8" HS, .DW' SG, 118" HIS 5 13 13/16" LIG: 1I8" T• CAP, AIR AC , 6" AW.0WfGG,�/16" 0 5 14 13,16" LIG: 3116" CAP , AI(46PAC9,•1! HS S2.. 11?' HS 5 15 13116' LIG. 3116" TP P.A PA E, •I/8"HS,•D9L1/Satj 1/8 S 5 I` VARISSEE ER SHEETS 2. TYPE. I 94PACT RESISTANT MISSILERGE & SMALL 52-1/8" MAX. BUCK WIDTH 4 -11116 -MAX D. SEE I 1y SHEET 10 —1 C, SEE -s- - - SG= KURARRY "- TRYGLAS® INTERLAYER BY T SHEET 10 CODES !STANDARDS USED: KURARAY AMERICA. INC. PVB = KURARAY TROSIFOL • PVB INTERLAYER BY alep 01 1 83" 0 Aa � .2017 FLORMA BUILDING COCW JfSgI,-STH EDI TKNI MAX. Z ANCHOR QUANTITIES ....... .__...__. __..._ _... BUCK 5" MAX. •ASTM E130Oa • - rANSVAf&PA NDS -2015 fOTiA1100D (:C�(491RUCT� HEIGHT O.C. INSTALLATION, FLANGE......................................7 INSTALLATION, EQUAL LEG c D s-- _T�',_1' T� TEMPERID • .......... _._.._..... INSTALLATION, INTEGRAL FIN... ......................... 4-11/16" MAX. WEEP NOTCH -AIS) SIOO-12 • • •e • • • • ATEACHEND ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). .. one •o -s- - - SG= KURARRY "- TRYGLAS® INTERLAYER BY Y 3 U) GENERAL NOTES....... _...... ___.....__.._ ...-.. 1 CODES !STANDARDS USED: KURARAY AMERICA. INC. PVB = KURARAY TROSIFOL • PVB INTERLAYER BY alep ELEVATIONS......................................................... DESIGN PRESSURES /GLAZING DETAILS.__.-_ 1 24 0 Aa � .2017 FLORMA BUILDING COCW JfSgI,-STH EDI TKNI KURARAY AMERICA, INC. Z ANCHOR QUANTITIES ....... .__...__. __..._ _... 5-6 W •ASTM E130Oa • - rANSVAf&PA NDS -2015 fOTiA1100D (:C�(491RUCT� A1.1 = ANNEALWa • • •• HS- HEAT-STR•NGTHWNED v INSTALLATION, FLANGE......................................7 INSTALLATION, EQUAL LEG 8 W a)7N ~O W •ALUMINUM DESIGN MANUAL., A•M-2065 • • T� TEMPERID • .......... _._.._..... INSTALLATION, INTEGRAL FIN... ......................... 9 Z -AIS) SIOO-12 • • •e • • • • Z EXTRUSION PROFILES ............ Z Qj -RISC 360-10 • • • • • • ASSEMBLY 8 PARTS LIST_ .................................101 = Q W � O • • • A; r W J o& u UU ? w O o O Y 3 U) ^ad 0 04a O ¢ alep W Q < 0 Aa � (O Z O J p LL W O Z t0 m x Mo 0 I, o � v � 7g a V I-3 r` W a)7N ~O W ,�.0 Q I— Z DWI O Z F_ Z Qj = Q W � O A; r W J o& iR () W Z IaaVS O Z O Z Q O o K O W n 2 JZ Q auq W 0 sap (1) s ia5 11 11 11111111 )/ // l LYNN oN� * No.58705 * - ;moo � •. ST TE OFF I . i Ft ORIDP. •�GX .`S70 E ♦� '111111100 A. LYNN MILLER, P.E. RE_0 58705 --- - Bottom sash 0 to, � 9aHr Ht'9ht Rag.(in) 18" 25' Design Pr•••u4• (b6 t) ►or Gass Types 1 A Tip to7 33" 1 3T 41" 45" 2 1 49' 53-1/8" 24" EquaNite 12.464 +650 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 1 B0.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 ah°0 Equal -lite 15.964 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 31" Starderd Prolew 12.994 - 15.963 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 ,g Shortest 12.464 - 12.993 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Equallite 19.652 -65.D 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65o 80.0 +65.0 -80.0 +65.0 80.0 Standard Proxim 15.944 - 19.651 +65.D 80.0 +65.0 80.0 +65.0 -Wl) +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 363/8' Custom Size 15.131 - 15.943 +65.D 800 +65.0 80 0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 -650 1 80.0 Orton Size 14.131 -15.130 +65.0 800 +65.0 80.11 +65.0 80.0 +650 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Z) Z Shortest 12.464-14.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65,0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Equal4de 22964 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -BO.O +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 all!1 Custom Sae 20.131 .22 963 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80 0 +65.0 80.0 +65.0 80.0 Standard Proitw 18.594 - 20.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 45' Custom Size 16.131 -18.593 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 800 +65.0 80.0 +65.0 80.0 Custom Size 15.131 -16.130 +65,0 80 0 +650 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80 0 +65.0 80.0 +65.0r77 Custom Size 14.131 - 15.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 Shortest 12464 -14.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +650 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 EquaHite 24.964 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 Custom Size 22.131 - 24.963 +65.0 800 +65.0 80.0 +65.0 80.0 +650 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0Standard Proa- 20.194 - 22.130 +650 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 -BOo +65.0 80.0 +65.0 800 +65.049" Custom&ze 18.131-20.193 +65.0 800 +650 800 +650 -Wo +65.0 -800 +65.0 800 +65.0 800 +650 80.0 +65.0C stom Size 16.131 - 18.130 +65.0 800 +650 80.0 +65.0 -80.0 +65.0 -80.0 +650 -800 +650 -800 +65.0 800 +65.0Custom Size 14.131 -16.130 +65.0 80.0 +650 800 +65.0 800 +650 -800 +650 -800 +65.0 800 +65.0 80.0 +65.0 Shortest 12.464 -14.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.1 Equallite 25.777 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 -80.0 +65.0 80.0 +65.0 BO.0 +65.0 80.0 +65.0 80.0 Custorn Size 24.131-25.776 +65.0 800 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 -W0 +65.0 800 +65.0 80.0 +65,0 80.0 Standard PrWm 20.844-24.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Custom Size 20.131 - 20.843 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80 0 +65.0 80.0 +65.0 80.0 +65.0 80.0 F X58, Custom Size 18.131-20 130 +65.0 -Bao +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 80 0 +65.0 80.0 Custom Size 16.131 - 18.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -8G 0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.6 Custom Size 14.131 - 16.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.1 Shortest 12.464 -14.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 -650 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -73.9 E b 31964 +65.0 80.0 +65.0 80.0 +65.0 80.0E +650 -800 +65.0 80.0 +65.0 800 +65.0 80.0 +65.0 80.0 Cestan Size 28 131 - 31.963 +65.0 80.0 +65.0 8D.0 +650 80.0 - - *65.0 80.0 +85.0 80.0 +65.0 80.0 +65.0 -77.6 Standard Pm 25.794 - 2BA30 +85.0 -80.0 +65.0 80.0 +650 -W 0 +650 80 0 +65.0 8110 +65.0 -80.0 +65.0 80.0 +65.0 -73.9 Caton Size 21131,21+711 +65.0 80.0 +65.0 -80.0 +65.D 80.0 +65.0 80.0 +65.0 80 0 +65.0 80.0 +65.0 80.0 +85.0 -72.7 83- Custom Size 22.131-24.130 +650 80.0 +650 80.0 +65.D 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65,0 -78.8 +65.0 -70.5 CuMorn Size 20.131-22.130 +65.0 -80.0 +650 80.0 +65.D 80.0 +65.0 -80.0 +65.0 80.0 80.0 +65.0 -77.1 +65.0 -WA Custom Size 18.131 -20A30 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 80.0 +650 80.0 80.0 +65.0 -75.4 +65.0 86.5 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 -77 1 +65.0 -73.8 +64.7 84.7 Shortest 13.194' - 16.130 +65.0 80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 -75.9 -718 +65.0 88.2 +62.3 82.3 Equallite 38.464 +65.0 -800 +65.0 80.0 +650 80.0 +65.0 800 +660 k6l. 400 801) +65.0 80.0 +65.0 -73.9Custom Size 36.131 - 38,463 +650 80.0 +650 80.0 +650 80.0 +65.0 80.0 +65.0 800 800 +650 -79.8 +650 -71.6 Custom Size 34.131 - 36.130 +650 -80.0 +650 -80.0 +65.0 80.0 +65.0 800 +650 80.0 800 +65.0 -77.9 +65.0 89.4 76" Standard Pr iev 30.994 - 34.130 +650 -800 +65.0 -Wo +650 80.0 +65.0 800 +650 800 80.0 +65.0 -754 +65.0 86.5 S0131-30.993 +650 80.0 +650 -80.0 +85.0 80.0 +65.0 80.0 +650 800 . -78.9 +65.0 -74.6 +65.0 85.6 Custom Size 28.131 - 30 130 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65 0 -79.1 +65.0 -75.3 +65.0 -71.8 +63.8 83.8 Shortest 94'-28.130 +65.0 2�42 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +650 -75.9 +65.0 -71.8 +65.0 88.2 +82.3 823 Equal4fte .464 +65.0 -80.0 +65.0 80.0 +65.0 800 +65.0 -80.0 +65.0 80.0 +65 0 800 65. - .9 +65 .484" Custom Size 331 - 42.463 +650 -80.0 +65.0 80.0 +65.0 80.0 +85.0 80.0 +65.0 80.0 +66.0 -7 +65.0 -7/.6 +iSO i5.8 Standard Prow- 34194• - 38.130 +650 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.9 +65.0 -71.8 +65.0 4�2 MINIMUM SASH HEIGHT FOR FLANGED V1IINOOWS IS: I IH IU I IV HtIUMI-4Y.3`J7 • • 606 • • • MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 46.806 5116" NOM. GLASS STACK • • • • • • • • • • • • • ZORIDP•.-• \�� 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIFWIMENSION IN THE T/BISTO SEIL�QMINE TLIILOWINDOt� SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • AN -ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW MLL CSIRPLETELY FI T�YId. • • • • • TP --TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIQE DESIGN PRESSURES E Uh7AFFECTED. • • HS= HEAT STRENGTHENED A. LYNN MILLER, P E. P.E # 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 /8" AN GLASS ro .090" PVB 1/8' AN GLASS w 30 26 as 1/2" NOM. O GLASS BITE EXTERIOR Jn 13116" NOM. a ah°0 to � 75 I GLASS STACK I GLASS TYPE 1 • • • • • • • • • • • • • ZORIDP•.-• \�� 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIFWIMENSION IN THE T/BISTO SEIL�QMINE TLIILOWINDOt� SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • AN -ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW MLL CSIRPLETELY FI T�YId. • • • • • TP --TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIQE DESIGN PRESSURES E Uh7AFFECTED. • • HS= HEAT STRENGTHENED A. LYNN MILLER, P E. P.E # 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u ro Y w o �: as O Jn 13116" NOM. �i O N i w ah°0 to � Q I GLASS STACK I O M ti es (n Z .090" PVI p J O Z W O c:, AIRSPACE ZLLO_ 1/8"AN GLASS 1/8AN GLASS U 0 v ,g r 31 75 WGo a F" -i ""0 oN 9m0 O (Z11 c� Q ®OR 56 1/2" NOM. > i O Z o F j) in 'Z GLASS BITE Ur e- a LL rp = N 70-73 5@OR 5B ® m " w (, 7.54s GLASS TYPE 2 uZi Q O Z) Z w m O Or F w F r U _ Q O all!1 -asap s ,ias • • • • • • • • • • • • • ZORIDP•.-• \�� 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIFWIMENSION IN THE T/BISTO SEIL�QMINE TLIILOWINDOt� SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • AN -ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW MLL CSIRPLETELY FI T�YId. • • • • • TP --TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIQE DESIGN PRESSURES E Uh7AFFECTED. • • HS= HEAT STRENGTHENED A. LYNN MILLER, P E. P.E # 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Or 0:0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3: sash Design Pressure (Ibs/fe) for Glass Type 3 Sash Height Des- Descnplon Rarve cn) Tip to Tp WidN for Given Range 18' 25" 1 33' 37- 41' 45" 49' 53.1/8' 24" EquaHite 12.464 +65.0 1 -80.0 +65.0 80.0 +65.0 400 +65.0 800 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ,J 13116" NOM. I GLASS STACK Equalaite 15.964 +65.0 400 +65.0 -Bao +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 31' Standard Pfcmm 12.994 - 15.963 +65.0 80 0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 -650 40.0 +65.0 -80.0 +65.0 -80.0 .090" PVB AIRSPACE Shortest 12.464 - 12.993 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 400 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 1/8" TP GLASS Approved u couplyiag 1rtt6 tt Equal4ite 19.652 +65.0 -80.0 +65.0 40.0 «65.0 40.0 +65.0 40,0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 1/B"AN GLASS For' Bddia9C Stardom Promew 15.944 -19.451 +65.0 40.0 +65,0 40.0 +650 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 80 0 +65.0 40.0 31 75 Date' S �� 38318' Custom Sae 15.131 -15.943 +65.0 40.0 +65.0 40.0 +65.0 80.0 +65.0 80 0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 40A# Custon Size 14.131 -15.130 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -80 0 +65.0 40.0 +65 0 40.0 ®OR 58 12"NOM. Nigral Dde rrodaef trot Shortest 12.464 - 14.130 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.0 40.0 +85.0 -80.0 GLASS BITE �� Equaldite 22.964 +65.0 -800 +65.0 40.0 +65.0 40.0 +65.0 40.0 +650 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 EXTERIOR Cestan Sae 20 131 - 22.963 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 St".d Pro - 18.594 - 20 130 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +B50 40.0 45" Custom Sae 16.131 -18 593 +65.0 40.0 +65.0 80 0 +65.0 40.0 +65.0 40.0 +65.0 80. D +65.0 40.0 +65.0 40.0 +65.0 -80.0 70-73 Custom Sae 15.131 - 16.130 +65.0 40.0 +65.0 40.0 -+6-50-T-80 -0 +65.0 40 0 +65.0 40.0 +65.0 40.0 +85.0 -80.0 +65.0 40.0 5®OR 56 _ Custom Sae 14.131-15A30 +65.0 -80.0 +65.0 80.0 +65.0 40.0 +65.0 80.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.0 40.0 GLASS TYPE 3 Shortest 12.464 - 14.130 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 -80.0 +65.0 -80.0 Equal4ite 24 964 +65.0 40.0 +650 40.0 +65.0 80.0 +65.0 -80,0 +65.D 80.0 +65.0 80.0 +65.0 -800 +65.0 80.0 - Cestan Sae 22131 - 24.963 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 40.0 +65.0 80.0 +65.0 80.0 +65.0 40 0 Standard Pradew 20.194 -22.130 +45.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +85.0 -80.0 0 � SE 49" Custom Sae 18.131 -20.193 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 *65.0 80.0 +65.0 80.0 +85.0 -80.0 +65.0 -BD.O W - O 0 Custom Sae 16.131 - 18.130 +55.0 80.0 +65.0 80.0 +65.0 8D.0 +65.0 800 +65.0 40.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 ca It w "aa 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 ❑ y o O U) Custom Sae 14131 - 16.130 +65.0 Shortest 12.464 -14.130 +65.0 -80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 80 0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 } r o 'f all w Q' Equal -life 25.777 +650 800 +65.0 80.0 +65.0 80.0 +65,0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 z W O v Custom Size 24.131 - 25.776 +65.0 80 0 +65.0 80.0 +65,0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -BO.O +65.0 -80.0 +65.0 80.0 Q co p J O o h Z Z O o Stanrhrd Pmvlew 20.944 - 24.130 +65.0 80 0 +65.0 80.0 +55.0 40.0 +65.0 40.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -60.0 W O Z (O _ W O .. Custom Sag 20.131 -20.843 +65.0 80.0 +65.0 80.0 +65.0 -00.0 +65.0 800 +65.0 80.0 +65.0 80.0 +65.0 �.0 +65.0 83.0 2 U zg n t_ 565/8' QsF_ Size 18.131 - 20.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 .80.0 0 C3 • W 05 J -'a .pN OMO Custan Sae 16.131 -18.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 80.0 +65.0 40.0 +65.0 -80.0 1- W c�7 a Q Custom Sae 14.131 -16.130 +65.0 80.0 +65.0 80.0 +65.0 811.0 +65.0 80 0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 < _ _ Sha:est 12454-14.130 +65.0 80.0 'FS.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Z 0 Z Equal4te 31.964 +65.0 80 0 +65.0 80.0 +65.0 -80.0 +65.0 80 0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Custom Size 25.131 - 31 363 +650 80.0 +65.0 80.0 +65.0 40.0 +65.0 80.0 +65 0 40.0 +65.0 80.0 +65.0 -80 0 +65.0 80.0 Z LL Standard Prodew 25.794. 28.130 +65.0 40 D +650 -800 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65 0 80.0 +65.D -B0.0 +65.0 80.0 Custom Size 24.131 - 25.793 +65.0 80 0 +65.0 -B0.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 `o = � CT Custom Size 22.131 - 24.130 +65 0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80. D +65.0 80.0 +65.0 80.0 ® � J Custom Size 20.131 - 22.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 40.0 +65.0 80.0 +65.0 80.0 +65,0 -80.0 +65.0 -780 x � Z 1'au5 Caston Sae 18.131 - 20.130 +65.0 80.0 +65.0 40.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 40.0 +BB.O 80.0 +660 -75.8 Qstom Size 16.131 - 18.130 +65.0 80.0 +65.0 80.0 +65.0 8J.0 +65.0 40.0 +65.0 80.0 +85.0 80.0 +65.0 80.0 +66.0 -730 Q Shortest 13.194' - 16.130 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -ml) +65.0 -80.0 +65.0 -80.0 +65.0 -77.7 +65.0 -71.0 0 ❑ J C3 Equal -lite 30464 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 H Z m n Cestan Sae 36.131 - 38.'63 +65.0 80.0 +65.0 -80.0 +65.0 40.0 +65.0 80 0 +65.0 80 0 +65 0 80.0 +65.0 -80.0 +65.0 -80.0 w � F r` Custom Sae 34 131 - 36.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80 0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -79.1 V J d Cn 76' SWderd Pro48w 30 994 - 34.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 40 0 +650 80.0 +65.0 -BD.O +65.0 -80.0 +65.0 -75.8 Q ap�l ❑ asap sa�.a5 Custan Size 30.131-30.993 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +659 800 +65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 -74.8 Custan Size 28 131 - 30.130 +65.0 80.0 +65.0 40.0 +65.0 80.0 +65.0 -800 +65.0 80.0 +65.0 1 80.0 +65.0 -80.0 +65.0 -72.7 LYN Shortest 26.194•-26.130 .65.0 40.0 «65.0 40.0 +65.0 40.0 +65.0 40.0 «65.0 40.0 +ss.o 40.0 +ss.o -n 7 +65.0 -71.0 • • • • : ` pN•...Y LN,� ''. • EqualJite 42464 +65.0 80.0 +65.0 80.0 +65.0 80.0 +85.0 80.0 *65.0 40.0 +65.0 -80.0 0 +65 - 9. • • • 't`�-'' \GEN$ C P ``F '% 84" Custom Sae 38.131-42.463 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +85.0 80.0 +65.0 80.0 +65.0 80• +65.0 8'�0 +41. X4.8 • • • ����,'• +65.0 +65.0 80.0 +65.0 400 +65.0 80.0 +65.0 80.0 +65.0 W07 0659 -h.0 ••• •'� Z* No. -_ Stallard P__15 urview 34.194'-38.130 +65.0 -80.0 -80.0 • • • 58705 : •MINIMUM SASH HEIGHT FOR FLANGED WINDOYJS IS: TIP TO TIP HEIGHT -49.391 • • • • • • • • • • • • MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 _ MIN IMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 - '• MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.806 ��Q ST TE OF '• A ` • *0: ••• •'•."40RID N 1) TI PTO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I" FROM THE TIP TO TIP4PhMENSIOMIN THE THiiE4rO 19EI MINETHLOWINDOIq SIZE. /��NAL1ti ���` 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW *ILL CWPLETELY FIT�T*I• • • TP= TEMPERED HS= STRENGTHENED A. LYNN MILLER, P.E. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +g5 PSF. NEGATIA DESIGR PRESSURES E UITAFFECTED. HEAT P E # 58705 Or 0:0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TAR[ F A Design Pressure (Ibslft) for Glass Types 4.7 13!16" NOM. Sort -Sash DewAption I. Gi w Range Sash Fk4gh1 Tip To Tp Width Range GN 53-IIW 24' Equal -lite 12464 +85.0 -WO �R Equal-Itle 15.964 +65.0 430.0 31' Standard Pm,l 12994 - 15.963 +65.0 -80.0 V R 5 Shortest 12464 - 12993 +65.0 -80.0 14.131 - 15.130 +80.0 -110.0 Equsl41te 19.6.52 430.0 R GLASS TYPE 7 Standard P- 15.944-19.&51 4300 38-3!6' custom Sae 15.131 - 15.613 430.0 Custom Sae 14.131 - 15.130 P..0 430.0 Custom Size Shortest 12.464 - 14.130 -80.0 12.464 - 14.130 +80.0 -110.0 Egslaite 22964 Cstom Sae 20.131-22983 Standard Pl174ew 16.594 - 20.130 430.0 430.0 45" Custom Size 16.131 - 18.593 +85.0 ED.O Custom Size Custom Size 15.131 -16.130[:65,0 430.0 18.131 - 15.130 +80.0 -110.0 Custom Sae 14.131 -15.130 430.0 F Shortest 12464 -14.130 4300 EquaLlite EquaHRe 24.954 -50.0 _ Custom Sae 22.131 - 24.983 430.0 Cast- Sae Standard Protea 20.194 - 22.130 430.0 49' Custom Sae 18.131-20.193 4800 Custom Sae 16131 - 18.130 -MO Eq. Its Gustom Sae 14.131 - 18.130 430. D .- Shortest 12.464-14.130 +65.0 -800 L EquaNne 25.777 +55.0 430.0 t Custom Sae 24.131 .25 T78 +65.0 430.D +' Standard PIN- 20.844 - 24.130 +55.0 430.0 r50 Custom Size 20.131-20. B43 +85.0 &O.D 8" Custom Size 18.131 - 20.130 +65.0 430.0 Ar Custom Sae 16 131 -18 130 +65.0 80.0 30.131 - 30.993 +ep 0 -110.0 Custom Sae 14.131 -18.130 +65.0 430.0 Shortest 12.464 - 14.130 +65.0 430.0 Equal -lite Equal41te 31.964 +65.0 .80.0 4 163 W.0♦10. Custom Sae 28.131 - 31 963 +85.0 430.0 Standard Prower 25.794-28.130 +65.0 430.0 Custom Size 24.131 - 25.793 +85.0 -80.0 ST Custom Size Custom Size 22.131 - 24.130 +66.0 20.131 - 22.130 +66.0 430.0 -MO Csl m Size 18.131 - 20.130 +65.0 430.0 Custom Sae 18.131 - 16.130 +650 430.0 Shortest 13.194'-16.130 +65.0 -8D.G Egs148te 38.464 +65.0 -80.0 Custom Sae 36.131 - 38.463 +85.0 430.0 Custom Sae x 131 - 36.130 +65.0 -80.0 76' Standard Pooiew 30.994 - 34.130 +65.0 430.0 Custom Sae 30.131 - 30.993 +65.0 430.0 Cuslom Sae 26.131 - 30.130 +65.0 -80.0 Shortest 28.194'.28.130 +65.0 80.0 EgsNite 42.464 +65.0 430.0 54" Custom Sae 35.131 -42483 +85.0 -SO Standard Plouew 34.194' - 38.130 +85.0 430.0 5116- NOM. f"- GLASS STACK .090" PVB ;:--I IW HS GLASS 1 GLASS ze 30 12' NOM. EXTERIOR GLASS BITE 74 x GLASS TYPE 4 7/76' NOM, GLASS STACK 3116- AN GLASS .097' PVB- 30-3/16j VB303/16 GLASS 27 12" NOM. EXTERIOR GLASS BITE 74 x GLASS TYPE 5 TAR[ F R Desf n Pressure for Glass Ty s8-15 13!16" NOM. AIRSPACErf� I GLASS STACK 3118" TP GLASS 718" AN GLASS 090" PVB AIRSPACE �R 3/16"ANG Shortest 116" AN GLASS 31 Equal -file 19.552 +80.0 -110.0 Standard r Plode 15.944 - 19.851 +800 -110.0 74 V R 5 a 12" NOM_ EXTERIOR 14.131 - 15.130 +80.0 -110.0 GLASS BITE Shortest o-73 R GLASS TYPE 7 Equal4ne @-R*:7073 R GLASS TYPE 6 TAR[ F R Desf n Pressure for Glass Ty s8-15 GLASSNOM. GLASS STACK AIRSPACErf� .090' PVB 3118" TP GLASS 718" AN GLASS 31 74 �R 118" HS GLASS Shortest 12'NOM. EXTERIOR Equal -file 19.552 +80.0 -110.0 Standard r Plode 15.944 - 19.851 +800 -110.0 38-318' GLASS BITE a ExiERpR Coelom Size 14.131 - 15.130 +80.0 -110.0 GLASS BITE Shortest o-73 R GLASS TYPE 7 TAR[ F R Desf n Pressure for Glass Ty s8-15 13/16"N Bottom Sash Oesenption for Gilen Range Tp To Tp Sash Height Width Range On) 53-118" 24" Equal -lite 12.484 -80D -110.0 31" Equi 15.984 -SOO -110.0 Standard Pnnim 12.994 - 15.963 +90.0 -110.0 118" HS GLASS Shortest 12 464 - 12.993 +60.0 -110,0 74 Equal -file 19.552 +80.0 -110.0 Standard r Plode 15.944 - 19.851 +800 -110.0 38-318' Custom Size 15.131 - 15.943 +80.0 -110.0 ExiERpR Coelom Size 14.131 - 15.130 +80.0 -110.0 GLASS BITE Shortest 12.464 - 14.130 +80.0 -110.0 7073 Equal4ne 22.964 +000 -110.0 V eBo Custom Size 20.131 - 22.963 +80.0 -110.0 Standard Pnox4ew 78.594 - 20.130 +60.0 -110.0 45" Custom Size -III III - 78.593 +80.0 -1100 Gustmm Sae 15.131 - 16.130 +BD.O -710.0 Custom Size 14.131 - 15.130 +60.0 -710.0 Z Sltorlest 12.464 - 14.130 +80.0 -110.0 EglaHlte 24.964 +80.0 -110.0 LL O Custan Size 22.131 - 24.963 +80.0 -110.0 Standard Pradew 20.194 - 22.130 +80.0 -110.0 49" Custom Size 18.131 -20.193 +B0.0 -110.0 Custom Sae 18.131 - 15.130 +80.0 -110.0 Cu,ito m Size 14.131 - 16.130 +60.0 -110.0 F Shortest 12.464-14 130 +9D.0 -110.0 EquaLlite 25.777 +80.0 -110.0 s o Custom Size 24.131 - 25 T76 +90.0 -110.0 Standard P-- 20.844 - 24.130 +80.0 -110.0 _ Custom Size 20.131 - 20.843 +90.0 -110.0 SO.519" Cast- Sae 18.131 - 20.130 +80.0 -110.0 O Coelom Size 18.131 - 18.130 +80.0 -110.0 m Gstam Sae 14.131 - 16.130 +80.0 -110.0 Shortest 12.464.14.130 +50.0 -110.0 Eq. Its 31.964 +80.0 -110.0 l!% Custom Size 28.131 - 31.963 +80.0 -110.0 Standard Prowl- 25.794 - 28.130 +BOO .110.0 Q CI1sIan Sae 24.131 -25.793 +80.0 -110.0 63" Custom Size 22.131-24.130 +500 -110.0 sava5 Cstam Size 20.131 - 22.130 +90.0 -1 %0 Custom Size 18.131 . 20.130 -900 -110.0 Custom Size 16.131 - 18.130 +90.0 -110.0 $IlDllest 13.194' - 16 130 +80.0 -110.0 Equi 38.464 +60.0 -110.0 Custom Sae 38.131-38.483 +80.0 -110.D Ar Custom Sae 34.131 - 38.130 +80.0 -110.0 Stadrd Pmdev 3o.994 - 34.130 +80 o -110 0 Custom Size 30.131 - 30.993 +ep 0 -110.0 Custom Size 28.131 - 30.130 +90 0 -110 0 Shortest 26.194•-28.130 +80.0 -110.0 Equal -lite 42.464 +80.0 -1100 64' CU Sy9.124 4 163 W.0♦10. Sl�dard P(m4ew )11.791 -317 30 +BOe -910.cl •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.806 3116" AN GLASS .090' SG 30 3/16 A; GLASS � 11 12"NOM. E%TERIOR GLASS BITE 1 74 x GLASS TYPE 8 Imo- •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• ••• 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS. SUBTRACT 1" FROM THE TIP TO TIPJVENSIOIJIN THE TATiO DETE/NMINE THEWINDOVII'SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WLL COMPLETELY FITq",N. • • • • • 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES IR2E UAFFECTED. • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .090' SG 3/16" HS GLASS 3/16" H GLASS 28 30 12" NOM. E%TE� GLASS SITE 74 x GLASS TYPE 9 13116"NOM. GLASS STACK 090' SG 13/16"N Y GLASS STACK .090" SG GLASS STACK 090" SG AIRSPACE 1/8' TP GLASS 118"ANG 31 118" HS GLASS 31 ExrERRx1 74 ®OR 5 EXTERpR a 12"NOM. ExiERpR �j 7 ®OR 5 0-73 GLASS TYPE 11 GLASS BITE a �S DR 7073 GLASS 1 V eBo 70-73 �OR GLASS TYPE 10 •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• ••• 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS. SUBTRACT 1" FROM THE TIP TO TIPJVENSIOIJIN THE TATiO DETE/NMINE THEWINDOVII'SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WLL COMPLETELY FITq",N. • • • • • 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES IR2E UAFFECTED. • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .090' SG 3/16" HS GLASS 3/16" H GLASS 28 30 12" NOM. E%TE� GLASS SITE 74 x GLASS TYPE 9 13116"NOM. GLASS STACK 090' SG 13!16" NOM. I - GLASS STACK Y GLASS STACK .090" SG AIRSPACE 31 1/8' TP GLASS 1/8" HS GLASS 31 74 ^ QSAIOR 5 ��E..XTER ExrERRx1 12' NOM. 12" NOM. EXTERpR a ? H O M W GLASS BITE �j 7 ®OR 5 0-73 GLASS TYPE 11 R, Z LL c' 1.2 c~sm �S DR 7073 GLASS TYPE 12 •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• ••• 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS. SUBTRACT 1" FROM THE TIP TO TIPJVENSIOIJIN THE TATiO DETE/NMINE THEWINDOVII'SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WLL COMPLETELY FITq",N. • • • • • 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES IR2E UAFFECTED. • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .090' SG 3/16" HS GLASS 3/16" H GLASS 28 30 12" NOM. E%TE� GLASS SITE 74 x GLASS TYPE 9 13116"NOM. GLASS STACK 090' SG 13!16" NOM. I - GLASS STACK Y 090" SG AIRSPACE 31 3/16" AN GLAS 1!8" HS GLASS 31P 74 5 ExrERRx1 12' NOM. 12' NOM. EXTERpR a ? H O M W GLASS BETE •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• ••• 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS. SUBTRACT 1" FROM THE TIP TO TIPJVENSIOIJIN THE TATiO DETE/NMINE THEWINDOVII'SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WLL COMPLETELY FITq",N. • • • • • 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES IR2E UAFFECTED. • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .090' SG 3/16" HS GLASS 3/16" H GLASS 28 30 12" NOM. E%TE� GLASS SITE 74 x GLASS TYPE 9 13116"NOM. GLASS STACK 090' SG AIRSPACE Y 118" AN GLASS 3/18" AN GLASS 31 74 �R 31 74 1/2" NOM. ExrERRx1 12' NOM. NOM. GLASS BITE a ? H O M W GLASS BITE 70.73 7 ®OR 5 0-73 GLASS TYPE 11 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED ti i� 13!16" NOM. Y GLASS STACK 090" SG AIRSPACE 0 1/8" TP GLASS 3/16" AN GLASS 31 74 �R 12' NOM. NOM. FJ(TERgR GLASS BITE , ? H O M W GLASS BITE 70.73 5@OR 5 GLASS TYPE 13 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED ti (,- 13!10" NOM. I GLASS STACK Y 090" SG AIRSPACE 0 3/16" TP GLASS 1/8" HS GLASS 31 7a N o Ur N NOM. FJ(TERgR Q ? H O M W GLASS BITE a O R, Z LL c' 1.2 c~sm @OR r- 7o-73 GLASS TYPE 15 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED ti Go Y W 2 16 0 ¢ O N o Ur N 70 0 Q ? H O M W U)Z Z O R, Z LL c' 1.2 c~sm - r- UUo o� V eBo ~ W V G Q OMO Z Z 0 LL O S on ® J a L) Z laays U) Q O � J O Z m O w ca F r 2 J d l!% Q O ap't 'oza0 sava5 \0 oO LYNN ........ IV * No. 58705 -0 ATE F 77,E ONAL 1E,1� A LYNN MILLER, P.E. P.E.# 58705 -7bmU p -Frww k1sape9on usina OWs Tv 1-7 2 Boltm 84814 3 13116" LIG: IB" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN Dwoor Seen H06e 5 tr Giron Rog& Rags (ml 24" Equsl44e 12.464 • • 000 Equal44e 15.964 31" Standard Pmuew 12.994 - 15.9E W Shortest 12.464 - 12.95 Equal -lite 19.652 o c2 U O� O St&Awd Proliew 15.944 - 19.6'- 8-3/8" CIIaICIn Size 15.131 - 15.94 Custom Size 14.131 - 15.1: Shortest 12.464 - 14.12 E"Ate 22.964 Costen Size 20 131 - 22.9E J m Standerd Pto`.iew 18.594- 20.12 45' Costen Size 16.131 - 18.55 F Costen Size 15.131 - 16.1; W J Cuatam Size 14.131 - 15.1; Shortest 12.484 - 14.12 EgwHile 24.90'4 Q Custom Size 22 131 - 24.9E v) Standard Pnn.ew 20 194 - 22.12 49" Cuslorn Size 1 18 131 - 20.15 Custorn Size 11 - 18.1: C.I. Size 14131-16.1E E x haelHlroi mumu Y©©Q©©mY munnuumnuuYuuuuuI gff�©©o©©o ©©o ©©©©©©!©©©©©©©©F Type a*cr4W*n (Usbd f m Euro« to IE1lsrb4 _1 118°AN ABO' WB, 1J8"AN 2 13/16" LIG: 118" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13116" LIG: IB" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 118" HS, .090" PVB, 118" HS 5 3/16" AN, .090" PVB, 3116" AN 6 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .DW' PVB, 1/8" AN 7 13116" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .OW' PVB, 1/8" AN • • 000 • • • • eWINDSW SIZE. E==M=M©©o©©o©©o©©©©©©©©©©©©©©© W O LL Z tD '2 o c2 U O� O v r` ��Wumuuo©©o©©©©©©:©©©©©©©©© J ON m�©©o©©o©©o©©©©©©©©©©©©©©©. �c�©©a©©a©©o©©©©©©©©©©©©©©© U) — Z J m r LL m�©©o©©o©©o©©©©©©©©©©©©©©© F O ® rn W J �MZM=©©o©©o©©o©©©©©©©©©©©©©©© F ��cmm=©©o©©o©©o©©©©©©©©©©©©©©© Q 3-q& v) <a nun nun a �g�mumuuo©oo',©o©©o©©o©©o©©o© ° Z U Q U Z = En o©oo©oo©no©©o©©o©©o©©o©© art,. sao =a„as Type a*cr4W*n (Usbd f m Euro« to IE1lsrb4 _1 118°AN ABO' WB, 1J8"AN 2 13/16" LIG: 118" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13116" LIG: IB" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 118" HS, .090" PVB, 118" HS 5 3/16" AN, .090" PVB, 3116" AN 6 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .DW' PVB, 1/8" AN 7 13116" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .OW' PVB, 1/8" AN •• ••• • • • • • •• W o Aad . • • .....•. • • • • • • v) TIP j0 TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, • • • • • • • • •SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE • • 000 • • • • eWINDSW SIZE. MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS TIP TO TIP HEIGHT -49.806 • • 000 • • •4)4FQR T 911jS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 • • • • • WHICH THF♦ RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. •• • ••• • • • • • • • • • • • • • 4) WINDOVL WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN • • • • • • • VRESSUR" +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6 W Y W o Aad O a O fn } » aloo O U iw U) O o a m W O LL Z tD '2 o c2 U O� O v r` W t ~ LU J ON Z O U) — Z J m r LL F O ® rn W J F =Z Q 3-q& v) <a a 0 ° Z U Q U Z = En art,. sao =a„as * No. 58705 = pOH'. Arlo, i CCs •'•F.�ORIDP.-'•G\�� .S!0NALImIlItEN A. LYNN MILLER, P.E. P E N 58705 to Tip width "Through -Frame" Installation 18" 25' 33" using Glass Types 8-15 dams ,lame demo Bottom W.ight sono Dee $ 2 Description Sash m $ 2S rge for Given Range on) T .� T 31" Standard Pn Shortest EquauiM1 Standard Pn 38-318" Custom Si Custom Si Soonest Equal -lit Custom Si Standard Pn 45" Custom SI Custom Si Custom Si Shortest Equal -lit Custom S Standard Pn 49" Custom Si Custom SI Custom SI p Shortest Eq -14.t Custom S a Standard Pn Custom S P 545/8" �E� Description (Listed from Exterior to Interior) :��7C�f� �:� V �1:�Y E�CiB11`J�Ci lJt1C1 {`Jr1Ei IE��IIIFa 10 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 11 13116" LIG 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 12 13116" LIG: 1/8" TP CAP, AIRSPACE, 1B" HS, .09(Y" SG, 1/8" HS 13 13/16" LIG. 1/8" TP CAP, AIRSPACE, 3116" AN, .090" SG, 3116" AN 14 113/16'L 3116" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 15 13/16" LIG: 3116" TP CAP. AIRSPACE, 118" HS, .090" SG, 118" HS • • • •SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE •• ••• •• • • 4Wl WSIZE. Q-1 o r— Z- ro o 1 w2�wM=©©o©©9©0a©©©©©©©©©©10©©©© W o U U oLU o� d L •ga w9�M==©©o©©o©©o©©©©©©©©©©©©©©© OD < ora U, ��©©v©©o©©o©©©©©©©©©©©©©©© ��w9=M©©a©©o©©o©©©©©©0©©©©©0©© Z — W J M LL ° ® m J � �W UN UNo ©©a ©©©©©©©o©!©o©©o© MEM=MMM©©o©©o©©o©©©©©©©o©©o©©o© N U- 0�MMM=©©o©©9©©o©©©©©©©o©©9©©o© a o =�cmm©©o©©o©©o©©©©©©©©©.©o©oo© z U ¢ U 2 U) a: r,l Q sad , ia5 ■��©oo©oo©oo©o©©v©©o©oo©o©© Glass Type Description (Listed from Exterior to Interior) 8 3116" AN, .090" SG, 3/16" AN 9 3116" HS, .D90" SG, 3116" HS 10 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 11 13116" LIG 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 12 13116" LIG: 1/8" TP CAP, AIRSPACE, 1B" HS, .09(Y" SG, 1/8" HS 13 13/16" LIG. 1/8" TP CAP, AIRSPACE, 3116" AN, .090" SG, 3116" AN 14 113/16'L 3116" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 15 13/16" LIG: 3116" TP CAP. AIRSPACE, 118" HS, .090" SG, 118" HS •• ••• • • • • • •• W ? � to o O • • • • • • • • • •I) TIPtO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINOOWS, • • • • • • • •SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE •• ••• •• • • 4Wl WSIZE. • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.808 • • • • • • • 4B"R WOWS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 • • • • • WHICH THP RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. •• • ••• • • • • • • • • • • • • • �) NQNDO�ITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN • • • • • Soo �F3ESSUR ., PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0 •• • • i qo L W ? � to o O }a:po O b O car aur Q-1 o r— Z- ro o 1 g W o U U oLU o� d L •ga OD < ora U, ¢ Z o Z — W J M LL ° ® m J ° F - Z Tr , -,—s Z N U- ° a o z U ¢ U 2 U) a: r,l Q sad , ia5 w( LYNN ��'��.•'•V{CENSE'•. * ; No. 58705 0, - VMS, �'•.FCORIDF' X SS! /0NAL 0 A. LY IIG Iv)IL�, P.E. RE # 58705 • • • • • • • INSTALLATION OPTION 1 EDGE ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. TIP TO TIP HEIGHT EXTERIOR a 1" WEEP NOTCH AT EACH END 1 SASH VISIBLE LIGHT HEIGHT INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. —r , EMBEDMENT SHIM SEE4NOTE 2S, THIS SHEET • EMBEDMENT 114* C 7 EMBED- I T-- 4 SASH VISIBLE 17 ° MENT EDGE t LIGHT WIDTH EDGE 1 DISTANCE DISTANCE 1!4" MAX SHIM 19 FIXED VISIBLE 1 `+ L—_ 8 -___-- LIGHTWIDTH d) 1 SEE TABLE • ' / ; NOTE B, FOR • " I `Y 7 / 18 HEAD TYPE TYP. ANCHOR TYPE, 44 I t{ (!t (1 EMBEDMENTAND • ' ! { V EDGE DISTANCE PER SUBSTRATE, SEE 31 5 R@ TABLE S. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUE SEE 13 USE EITHER 1 SWEEP LATCH MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE SILL SHOWN. SEE SHEET10FOR STANDARD SILL. NO ANCHORS - REQUIRED IN ' FLANGE OR EQUAL -LEG , FRAME SILLS ° VERTICAL SECTION B -B r TIP TO TIP WIDTH — EXTERIOR HORIZONTAL SECTION C7 ;HIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES -TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH SASH 8 FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL -LITE) TIP TO TIP HEIGHT2 - 3.73" HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGHT/2 + 3.78" @SASH: TIP TO TIP HEIGHT2 - 11.93" HEIGHT (CCUSTOM SASH) ORXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT- 3.55" @SASH. SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-12" THICKARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ZX ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 0 o Anchor o N i>>of Nin. P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum, 6063-T5 min. 3/8" 0.063" 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" O S Steel ShA, Gr. 33 min. 3/8" 0-046'( 18 .045"(18 GB Z LL cop w i 'ou Concrete (min 3•.33 kA • • • •1-4-14" • 1/4"410 SS Ungrouled CMU, (14STM C-9 i- /2"• • • _ 4^ • CreteFlex P.T. Southern Pine (Sfr0.55) • r' • • •1-318" W (mn. TO Wal— 1 0n.0 1/4" Steel Urigroulad CMU, ASTM C-90) 2-112" 1-114" n Ine i O r ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES -TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH SASH 8 FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL -LITE) TIP TO TIP HEIGHT2 - 3.73" HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGHT/2 + 3.78" @SASH: TIP TO TIP HEIGHT2 - 11.93" HEIGHT (CCUSTOM SASH) ORXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT- 3.55" @SASH. SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-12" THICKARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ZX ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 0 o W > o N i>>of "ay A) MIN. OF 3 THREADS BEYOND I•S BSTRAJE. • • • • B) USE ONLY FLATHEAD ANCHOZSIN JAMS. PANMEW"T HWD TYPE IS • • ALLOWABLE FOR ANCHORS IN 17jiE NERD. • • • • • • • • C) "UNGROUTED CMU" VALUES MAYtE USlOFOR GROUTED dMU APPLICA14t:NS. • • • • : • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES -TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH SASH 8 FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL -LITE) TIP TO TIP HEIGHT2 - 3.73" HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGHT/2 + 3.78" @SASH: TIP TO TIP HEIGHT2 - 11.93" HEIGHT (CCUSTOM SASH) ORXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT- 3.55" @SASH. SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-12" THICKARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ZX ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 0 o W > o N i>>of "ay a120 C7 N i w D Q O S to Z Z Z LL cop w i 'ou W ot` U D o .o v _U 00 WZ 00 s a W Q 0n.0 Z m a Z 0 = O r ® R W Z O n z F Z U laays a IA E0 p 7 LU O Z W O of U J z r - U) Q alJl LL -�sa0 s ia5 111Y1LYN ('', xCENS No.58705 A[QS /ONAL e //1111111\ A LYNN MILLER, RE P E.# 58705 INSTALLATION DETAILS FOR EQUAL -LEG FRAMES MENT t_ EDGE DISTANCE 114' MAX SHIM INSTALLATION 27 OPTION 1 EDGE DISTANCE i n _ ANCHOREDTHROUGH r- - FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. —r G7 SEE NOTE 2, THIS SHEET.I EMBED- TVP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. BUCK 13 HEIGHT 63 USE EITHER 1 SWEEP LATCH T MIDSPAN OR 2 BOTTOM LOCKS SASH VISIBLE LIGHT HEIGHT 1 1 / EXTERIOR �/ 7 a 15 1"WEEP 42 NOTCH AT EACH END NO ANCHORS , REQUIRED IN , FLANGE OR EQUAL -LEG " FRAME SILLS VERTICAL SECTION B -B OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 114" MAX. SHIM INSTALLATION OPTION 2 MENT t_ EDGE DISTANCE 114' MAX SHIM INSTALLATION OPTION 3 27 L-- - �----'1---J i n SEE TABLE 3 NOTE B, FOR 9/16" HEAD TYPE 30 18 LEG/BOX TYP. ANCHOR TYPE, FIXED EMBEDMENT AND VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE, SEE HEIGHT TABLE 8. Z 32 TVP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. BUCK 13 HEIGHT 63 USE EITHER 1 SWEEP LATCH T MIDSPAN OR 2 BOTTOM LOCKS SASH VISIBLE LIGHT HEIGHT 1 1 / EXTERIOR �/ 7 a 15 1"WEEP 42 NOTCH AT EACH END NO ANCHORS , REQUIRED IN , FLANGE OR EQUAL -LEG " FRAME SILLS VERTICAL SECTION B -B OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 114" MAX. SHIM INSTALLATION OPTION 2 Substrate INSTALLATION OPTION 3 �h� µms_ ANCHORED THROUGH FRAME i n ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETEICMU. 9/16" BUCKSTRIP INTO CONCRETE/CMU. EQUAL OPTION 4 LEG/BOX SEE NOTE 2, THIS SHEET. FRAME EMBEDMENT SHOWN 0.063" EMBEDMENT 1/4' MAX SHIM 3/8" 114" MAX SHIM Z Concrete (min. !Sksi* • • SASH VISIBLE 17 LIGHT WIDTH 1 EDGE e 2112" • • �- • DISTANCE P.T. Southern Pine (SG=0.55) • ti • • 0-316" r- (.� FIXED VISIBLE I LIGHT WIDTH 1 l 1 • " 1/4" Steel . 2-1/2" 1-1/4" Ultracon 3Q/ -g5YOR Zv (� y I r. I \ BUCK WIDTH TYP. ANCHOR TYPE, EMBEDMENT AND EXTERIOR HORIZONTAL SECTION A -A EDGE DISTANCE PER SUBSTRATE, SEE ID TABLE 8. 1/4" MAX. SHIM \ DADE APPROVED MULLION, FBC Substrate COMPLIANT ALUMINUM/STEEL FRAMING �h� µms_ OR STEEL STUD. MAY BE VERTICAL OR i n HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. 9/16" INSTALLATION EQUAL OPTION 4 LEG/BOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN 0.063" Anchor A) MIN. Substrate Min. Edge Min. Embedment i n Y P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum, 6063-T5 min. 3/8" 0.063" 18-6 or 410 SS Screw A36 Steel 3/8' 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga Z Concrete (min. !Sksi* • • • 3 • 1/4" 410 SS CreteFlex Ungrouled CMU, (ASTM C-90) 2112" • • �- • P.T. Southern Pine (SG=0.55) • ti • • 0-316" r- Concrete (min. 2.95 ks 1 1-3/8" 1/4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Ultracon P.T. Southern Pine (SG=0.55) 1" -31' 1-316'-- A)MIN. VI -4 INKt Ub ULTVNUI CMt IA UtSS Irk • • • B) USE ONLY FLATHEAD ANCHO JN JAMB PANHEXV" HEiD T:PE IS • ALLOWABLE FOR ANCHORS IN W HGAD. • • • • • • • • C) "UNGROUTED CMU" VALUES K%Y IiE USEID#OR GROUTSID COU APIPLICATICNS* • • • • • I•• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH SASH & FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT2 - 3.23•' HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2 + 4.28" @SASH: BUCK HEIGHT2 - 11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH. SASH HEIGHT - 4.60' 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-12" THICKARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. \1111111111111/1 LYNN Sic ,•�� * No.58705 ::-)3 : '71s, CSS•''tOR1OP.•'• S(ONAL 1111111111111 A LYNN MILLER, P.E. RE R 58705 Y LU h > rn 0 "aa r o > O alup U) O (9 V z m M ti w J �5 U) Z Z Z J O mi 11 LU O m s� z LLi U U o a, 006 W 00 r v Joh, � Bp r- H 0 a W o> Q - pmp z o U F Z � O � O ® W J H U 00 a U' N Z X laaVS ¢ N C7 LU O z J 00 Z Q n 2 Q a0'1 W sap s oa5 \1111111111111/1 LYNN Sic ,•�� * No.58705 ::-)3 : '71s, CSS•''tOR1OP.•'• S(ONAL 1111111111111 A LYNN MILLER, P.E. RE R 58705 27 11 FIXED VISIBLE LIGHT HEIGHT f 14 a3 BUCK HEIGHT 63 SASH VISIBLE LIGHT HEIGHT L EXTERIOR i6 1"WEEP 42 NOTCH AT EACH END TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (SCREW SHOWN) EDGE DISTANCE EMBEDMENT I EDGE DISTANCE 1!4" MAX EMBEDMENT SHIM I �—TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. 13 USE EITHER 1 SWEEP LATCH MIDSPAN OR 2 BOTTOM LOCKS STANDARD SILL SHOWN. SEE 33 PREVIOUS SHEET B FOR OPTIONAL HI -RISE SILL. 1 /4" MAX I EDGE EMBEDMENT f•-- VERTICAL •~VERTICAL SECTION D -D 1/4" MAX SHIM 1/4" MAX. SHIM -1 EDGE DISTANCE 1/4" MAX SHIM SASH VISIBLE t LIGHT WIDTH PROPERTIES, TABLE 9. #10 OR #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9. ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor Substrate I I EMBEDMENT E RL41� Distance Embedment 2-1/2" x .113" Box Nail hOn %16" 2.438 2-1/2" x .131" Common Nail 0 P.T. SoSth;i P G= .5 •3/8" 2.438 44 • P.T voWhew Pwe (*G=*.5* • • tLIGHTWDTH 5BUCK 2.438 WIDTHTAL .T he Ipe ( tar .5 0 048" SECTION C -C TMP ANCHOR TYPE, P.T. Southem Pine (SG=0.55) EMBEDMENT AND EDGE 1.375 DISTANCE PER SUBSTRATE, SEE DADE APPROVED MULLION, FBC TABLE 9. (NAIL SHOWN) COMPLIANT ALUMINUM/STEEL FRAMING #12 Steel, 18-8 or 410 SS OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE Screw • PROPERTIES, TABLE 9. #10 OR #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9. ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Min. Distance Embedment 2-1/2" x .113" Box Nail • P-T•Wheip Pipe (Sr4r-0.551) • %16" 2.438 2-1/2" x .131" Common Nail 0 P.T. SoSth;i P G= .5 •3/8" 2.438 2-112" x .145' Roofing Nail • P.T voWhew Pwe (*G=*.5* • • 118" 2.438 2-112" x .145" Roofing Nail .T he Ipe ( tar .5 0 048" 2.438 P.T. Southem Pine (SG=0.55) 1/2" 1.375 #10 Steel Tnlsshead Screw or 0.125" Aluminum, 6063-T5 min. 5/16" 1 0.125 #12 Steel, 18-8 or 410 SS Screw • 0.050" A36 Stee` • •`!/1W• 0.05 • 0.0456(18 Ga) Steel Stud' Gr:33 min. 16" 0.045 A) MIN. OF 3 THREADS BEYIyJD jHE MVbTAL ZWB56RAV-. • • • • • • • •• • • • • • •w • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH Q SASH & FIXED LITE: BUCK WIDTH - 4.12" HEIGHT(EQUAL- LRE) BUCK HEIGHT2 -3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT2+4.28" @SASH: BUCK HEIGHT/2 - 11.43" HEIGHT (CUSTOM SASH) FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH SASH HEIGHT -4.60" NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. W = ! Y w o O- }> > aloe a0 a C7 N z w C OJ a W 2 OJo y c Z LL oW cp o LU n 0cWid o" op Lu Z v a J an W Q pMi p Z v 0 N U Z O Q m = U rn ® J W X T, TL Z Z 0 J Q O Q a Lu En L7 n S U J Z a¢ sap s NY LYNN �1GENgF Q •' ' * No.58705 ' �SG ''.S!ONAL.10?•` A LYNN MILLER, P.E. P.E.# 58705 2.848" �- .062 1.489" .062" O FLANGE FRAME HEAD 2.798" F 11 - 2.841" e 062" O FLANGE FRAME SILL 1.300" 170 2.150" 2.848" T- 1.125" 2.112" .062' OINTEGRAL FIN FRAME HEAD 2.796" -�-� 3.466" 062" 2.848" --�{ 987 .062" O EQUAL LEG FRAME HEAD 2.798" 2.341' .062" 1.,z1 O EQUAL LEG FRAME SILL (a)INTEGRAL FIN FRAME SILL 2.273" _J1 -tv --- ?I 2.772 062" -�-I 1.300" �- 1za' 2.21," � .062" -4 - t3 SASH TOP RAIL G FIXED MEETING RAIL a SASHBOTTOM RAIL - 1 6 ,.446 I 1.522" + L � -.634"{"'� �6^ �+ P.040".813"802" 1.370" .070" I4 HEAD 1e SASH STOP COVER 8 IG BEAD 2.560" .062" 2724* OFLANGE FRAME JAMB 3.185" i.062" 2 724" -+{ 1.125"L=t �- OINTEGRAL FIN FRAME s JAMB 2.798" 2.798" 3.508" 4.133" .D62" I .062" ISFLANGE FRAME SILL HI -RISE 2.273" -� 2.105,. .062" 1.235" .062" -� 1.300" �-- �1 1.300" �-- to SASH BOTTOM RAIL (2)SASH SIDE RAIL ••• ••• • • • t•II • t �••- I•t • .465' -� .617" �• 491 r - • I ik • .802• .802" .802" .070" .045" --• • 058" • 258 IG SNAP BEAD O 5/16" LAM:MAD (•� 1 7/16" L/IPAD• • 1.1+25" 1 I�Llll 11 O INTEGRAL FIN - FRAME SILL HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE1/4"NOM. WITH DESICCANT EXT. SIC ASS INT. GLASS 70 KODISPACE 4SG TPS 2.060- ­� .062'• 2.724" 1 O8 EQUAL LEG FRAME JAMB 2.796" 3.008" .062" OEQUAL LEG FRAME tz SILL HI -RISE I -MELT BUTYL STRUCTUR3/16" NOM. SILICO FOAM W DESICCA EXT.GLASS . GLASS 71 SUPER SPACERa NXT - • •AYUMINUM POLYISOBUTYLENEr"'..T. CANT FILL • �2EIL�FORCEMENT SEAL5116' NOM. • • • • LICONE SEAL • • • ROLL -FORMED • • WTYL& STAINLESSSTEEL DESICCANT FOAM EXT.GLASS EXT. GLASS ••• •• • • INT.GLASS GLASS • • • •7= DURASEAL• SPACER 73 XL EDGE- SPACER • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z W ¢ O o � � nay Lo CON O a z Z Z w mi LU 0 x LLl o 2 L) L) v U r LU tON F_ W < (s7 O Q F_ 0 z ® LU i! 0 Z nays jU) O O O K w O J x x Q ap�l w �osap seuag \1111111111////, ONS LY/VA 41 *. No.58705 Oma'. SAT OF Cis �'•FL,ORIOP.•''G��: �' .S�ONAL Er11`� ''!!l 111111,1` A. LYNN MILLER, P P.E.p 58705 TABLE 11' Steel Screw 92 ksi 51 a 1 a0 HEAD INTERIOR 4 14 JAMB 0_\ SASH SIDE JAMB RAIL 17 37 • • • • • • • • • • • LL • • • • 7- • • • • • • • • • • • • • • • • • • • • • INTERIOR 51 NOTES: •• ••• • ••• ••• • • 000 • • 1) ALL VERS T US%GA"N�/ 4E%AN� • 2) SOM9 OTSlOVONS NOT SFjWN QN DRAWING iOR CLARITY. ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). 4 51 41 JAMB INTERIOR FIXED MEETING RAIL SASH BOTTOM RAIL 16 INTERIOR 39 TABLE 10: MATERIAL PROPERTIES USED 51 FOR ANCHORAGE CALCULATIONS: Item PGTPartA DescriptionMaterial * 1 1 Head, Flange Alum. 6063 2 624017 Head, Integral Fin Alum. 606376 3 624028 Head, Equal -leg Alum. 606316 4 624004 Jamb, Flange Alum. 606316 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 8083752 5 624020 Jamb, Integral Fin Alum. 606376 SA Jamb, Integral Fin (Used For Aftemale Radius Top Head) Alum. 8063752 6 624031 Jamb, Equal -leg Alum. 606376 6A Jamb. Equal -leg (Used For Alternate Radius Top Head) Alum. 6063752 7 624002 Sill, Flange Alum. 606376 8 624018 Sill, Integral Fin Alum. 606376 9 824029 Sill, Equal -leg Alum. 808376 10 624003 Sill, Hi -Rise, Flange Alum. 606376 11 824019 Sill, Hi -Rise, Integral Fin Alum. 606376 12 624030 Sill, Hi -Rise, Equal -leg Alum. 606316 13 624008 Sash Top Rail Alum. 6005A-761 14 624005 Fixed Meeting Rail Alum. 6005A-761 15 624012 Sash Bottom Rail - Hi -Rise Alum. 606376 16 624068 Sash Bottom Rail Alum. 606376 17 624007 Sash Side Rail Alum. 606376 18 624051 Head Anchor Cover Alum. 6063-T6 19 624015 Sash Stop AIum.6063-T6 25A 624009 IG Bead Alum. 6063 -TS 258 624011 IG Snap Bead Alum. 808375 26 624013 5116" Lami Beading Alum. 606376 27 624026 7/16" Lanni Beading Alum. 606376 30 6TP247 Glazing Bead, Bulb Vinyl for #62402323 Vinyl 31 6TP246 Glazing Bead, Bulb Vinyl for A1624009 8 11624011 Vinyl 32 724046 Sweep Latch (@ Top Rail) Cast Zinc33 824049 Bottom Latch (@ Sill) Alum. 606376 34 Setting Block (1/6'X 112" X4") Neoprene 35A IG Setting Block (1!8"X314" X 4") Neoprene 358 724014 IG Snap Setting Bock Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .187', Fin Seal (� MR) 44 67S16G Weatherstrip, .170" X .270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X.187", Fin Seal ((r� Top Sash Rail) 46 varies Balance with Cover &Trim Rigid Vinyl 51 781PSQX #8 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA 1Y8 X 3/4" Ph. PN SMS (Balance) Stainless Steel 63 - Alum. Screen with Fiberglass Mesh Varies00 70 - Kommerlirg Kodispace 4SG TPS a0 Y fn y o � Baa O ro 0 O CO O Q J O aH W O Z LL = ui UU_ o F- w,-. � Z 0 Z U) LL Z O � ¢ tO ® w m J O x C7 1aa45 Z w p 7 � o Z o U (1)Q � O CD aapt sa0 --s Steel Screw 92 ksi 120 ksi 16$ Screw 60 ksi 95 ksi 410 Screw 90 ksi 710 ksi Elco UtraCor� 155 kai 177 ksi 410 SS Elco Crete Flex® 127.4 ksi 189.7 ksi 6063 -TS Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi See Sheet 71 - Quanex Super Spacer nXT 10 for 72 - Duanex Duraseal Spacer Materials 73 Cardinal XL Edge Spacer 74 Dow 791, 899 or GE 7700 Backbedding Silicone ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Material Min. Fr Min. F. Steel Screw 92 ksi 120 ksi 16$ Screw 60 ksi 95 ksi 410 Screw 90 ksi 710 ksi Elco UtraCor� 155 kai 177 ksi 410 SS Elco Crete Flex® 127.4 ksi 189.7 ksi 6063 -TS Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi tJY LY NAI y% No. 58705 •t�O' * .� � •: ,k =, ��•, SAT OF '•CC/� � �''•.FCORIDP.•'•���� A LYNN MILLER, P E. P.E # 58705 MIAM!• MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION ` " T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)-- www.mi2midade.gov/economy PGT Industries, Inc. 1070 Technology Drive, Nokomis, FL 34275 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 (AHI). 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 buildiga j91%. This product is approved as described herein, and has been designed to comply wiFh the Floridd Building C,4d,4„ cludi lg tti,LWg1-Yelocity-Iu;�tCat►e Zone. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door 9 We Lites, 4ft?paot", sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepare$'by mandNtfurer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County r uo;Controlse'ction Revision stamp with the Notice of Acceptance number and Expiration date by thj% i6i—DaN County �MIS$nX1W&C1Rff1T4G. Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or'logo, iitye State, model/ series, and following statement: "Miami—Dade County Product Control Approved", unless 56411wise 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 d. shaltbeauailahle.for inspection at --job site at the request of the Building Official. This NOA revises NOA No. 1"629.16 end consists of this page 1 and evidence pages E-1, E=2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0504.04 ` /� Exptration Date: February 24, 2020 /ll�Zrr�r7 raval ate: ecember 07 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. (Submitted under previous _NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact', sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04!10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS I. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Lmpact 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/ PS, 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 Orteja, P.E;•..:. (Submitted under previous NOA X6. 16-0629.16) .. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • . 0' ..' 2) Uniform Static Air Pressure Test, Loading per FOC, TAS 2G2-94 3) Water Resistance Test, per FBC, TAS 202--%f • • •. 4) Forced Entry Test, per FBC 2411.3.2.1, and Z:4�-202-94* along with marked—up drawings and installation diagram of an WVjtrum swo glass door using a low sill threshold, glazed with 7/16" laminatod.flass, prepvred by Fenestration Testing Laboratory, Inc., Test Report No. FTL,5941,'date$A%/1Q/09, signed and sealed by Julio E. Gonzalez, P. E. • .. . 0 0. (Submitted under previous NOA No. 09-1028.10) 09:000 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.32.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. . 0 0 0 0 . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL---4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NDA No. 05-0419.03) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test worts No.'s FTL-4528, dated 02/14/05, FTL-1315, dated 09/13/04, 13otlfsigned 44d sealed by Edmundo J. Largaespada, P. E. (Submitted under previous Ntt #o. 050119.703) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 202.94'. • 2) Cyclic Wind Pressure Loading per FBC, TAS",'1V,94 .00". along with marked -up drawings and installation diagram ofof XXXO configuration, prepared by Fenestration Testing Laborator�,klc., TgaFeports No.'s FTL--4529, dated 02/14/05, FTL-4530, dated 02/14/A§- fL--4311,P dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. B. :009:6 (Submitted under previous NDA No. 05-0419.03) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per W, TAS 341 ...0 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 an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 61h Edition (2017), prepared by manufacturer, dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 rge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex IIP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18. F. STATEMENTS ' • • • • 1. Statement letter of conformance with FBC 511 Edition (2014)'aud • C e. Edition • • � • (2017), issued by manufacturer, dated 08/16/17, signed and seale by 3WHM ller, 0000 0000.. 2. Statement letter of no financial interest, issued by manufactu000rer,0 .dated. W28/17, . • 0000 0000. signed and sealed by A. Lynn Miller, P. E. • • • • 00000 • 3. Lab compliance as part of the above referenced Test Report Nn(§) FTL-87.W. FTL- . • • • 8970 and FTL-8968. :00:0: • 00 (Submitted under previous NOA No. 16-0629.16) 0 0000.. • • • • • • 4. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 0 :0000: 5. Laboratory compliance letter for Test Report No. FTL-5941, issued by F2 stc'ation Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted under previous NDA No. 09-1028.10) 7. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, FTL-4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespa.da, P. E. (Submitted under previous NOA No. 05-0419.03) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 16-0629.16, issued to PGT Industries for their Series "FD - 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 07/28/16 and expiring on 02/24/20. • 0 0 0 • • urge M. Plasencia, P. E. ProdUct Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-4 ...... . .. ...... .... .... . . .... .... ..... .... ..... 00 .. • • .... ..... . • ...... . . . . ...... urge M. Plasencia, P. E. ProdUct Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-4 I A. IMM LAMI CONSISTING OF (1) LTTE OF 3118' ANNEALED GLASS AND (1) LITE OF 3H8' HEAT B. 7/16' LAM] CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090' PVB C. 7116" LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN .075" INTERLAYER D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .075' INTERLAYER E. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16-A.090- PVB, 3/16' HS). F. 718" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7116' LAMf GLASS ASSEMBLY INSIDE (3116' HS,.090" PVB, 3116' HS). G. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7116' LAMI GLASS ASSEMBLY INSIDE (3/16' A,.075" INTERLAYER, 3/16' HS). H. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7116' LAMI GLASS ASSEMBLY INSIDE (3/16' HS,.075- INTERLAYER, 3/16' HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. I BEE TABLE , oNSHr�T 3 f r ;ACT R@319TANOE I AnchorTVp• I •Frame ".I Stlb•tab '"m _ IF�11bn. Efts •d01•RtOr C 1 1/4' 410 SS E CleteFi=V 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3.GOI4EI 3AT IS:XI O XX, XO, ) XXO, M. OX0 )000(1)00(0, O)M, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X1 XX, ANS O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 10 THRU 12. B. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312, FTL-4315, FTL-4527, FTL-4528, FTL-4529, FTL-1530, FTL-4921 AND FTL-5941. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE (HVHIZj GENERAL NOTES ............ 1 CONFIGURATIONS .......... . 1 GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ........... 6 PARTS LIST ...................... 7 EXTRUSIONS ............... ... 8-9 ANCHORAGE .................... 10-12 Material Min. FT Min. F„ Steel Screw 92 kal 120 MP Elco URraCm® 155 ksi 1 ksi 410 SS Elco CreteFlex® 127.4 ksl 1W.7hsi 8083-T6 Akrnil um 16 ksli •2017 FLORIDA BUILDING CODE 6TH EDITION •2014FLORIDASUWMCODE BTHEOITION •ASTM E13MO9 •ANSYAF&PA NOS2015 FOR WOOD CONSTRUCTION aALUYNUM DESIGN MANUAL, ADM -2D16 •NSI 5100-12 ••• • • • • • •• • • • • • • • • •• • • • • ••}• • • • • • s "F B' =.09y T$QSIFOLD PVB BY KURARAY AMERICA INC. OR SAFLEXtKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.: VANCEVA BY EASTMAN CHEMICAL CO. NCH DOOR & SIDE LITES II FD71DIFUd 1 • 12 WOO -11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comply) wkh the Florida Building Code NOA�No. 17-0304.04 Expiration Date 02J,24/2020 By Miam' a a uct control `11n,,,, ,"" LYNM�l��.,. * ; `P No. 58705 * -'0 7-1 ZYMBIT, 70NAL 0?•`• A LYNN MILLER P.E. FL P.E.# 58705 7/16" NOM. 7/16' NOM. 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 3M W ANNEALED OR HEAT STRENGTHENED GLASS 090'PVBINTERLAYER 075'VANCEVAINTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 616' GLASS BITE W8" GLASS BITE EXTERIOR I I Aye\ I I INTERIOR EXTERIOR INTERIOR K SETTING BLOCK GLAZING DETAIL 7/16' LAMI GLA W/ PV13 AYER 7/16" LAMI GLASS W/ VANCEVA INTERLAYER "NOM. 3116' TEMPERED GLASS AIR SPACE 3116" ANNEALED OR HEAT STRENGTHENED GLASS 090"PVB INTERLAYER ,--,r�,�--� 3116" HEAT STRENGTHENED GLASS I I' I I I 95 OR 96 5/8" GLASS BITE NOM. 3/16' TEMPERED GLASS AIRSPACE 3116' ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3116" HEAT STRENGTHENED GLASS 97 OR 98 5M' GLASS BITE PRODUCT REVISED as complying with the Florida Building Code NDA -No. 17-0504.04 Expiration Date 02/24/2020 By Niam rotluet Control EXTERIOR1E INTERIOR EXTERIOR INTERIOR LYN �r�''•, •• 0:0 • • f • • .•' i SETTING BLOCK GLAZING DETAIL • • •; • • • • • • • SETTING BLOCK QL�tZI�VC3 DETAIL ; "0 6°705 _ 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 718" LRI07 LG!6LAGS W/&VAN EVA INTERLAYER =-o to�_ • • • • j, STAIIPUTkr "PVB" = .090' TROSIFOLO PVB BY KURARAY AMERICA, INC, OR .090" i0M �� '��'s`S�O(p1AL SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL. CO.; y�� INEd•DETAILS �� ``�`` VANCEVA BY EASTMAN CHEMICAL CO. gdl�wow • • • • • f A[L` M. FRENCH DOOR &SIDE UTES, IMPACT 'rrrr i i r 111 ou1a17 o NEW PLB MANUFAGTIN>�R carr �FnCnt . "rfaai4+ N • + +� araa, •.e A LYNN MILLER P.E. o� o.0mr F.K 1YCi94 L.T. �_ nu.aumle®arD • FDI60 • FU 2 -12 /000.11 G FLREJ58705 0:0 •• • • • • •• 0:0 • f • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ahIn 1 Unwimirn I1.asitia,P-IlstsUnas tnsfJ Configmson VAdfh On) A1110wed Glass Types79 FTL-4527, 4528, 4529, 4530 D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3116 -HS) UPGRADE FTL-4527, 4528, 4529, 4530 E - 7/8' LAMI I.G. (3/161, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 4315 374" (8� 83 3/4" {70) 87 314" 91 314" 95 314.. (80) :F- X. FTL-4527, 4528, 4529, 4630 E +70.0 80.0 +70.0 80.0 + 80, +70.0 80.0 +70.0 80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 XX 713/4" (6q A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full Jamb 361i/i6" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100,0 Sidelita Narrow 3011/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 A00.0 +100.0 -100.0 +100.0 -100.0 33 11116" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Jamb 36 11/16" A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H 1+100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 B - 7/16" LAMI (3116' HS,. 090 PV8, 3/16"14S) UPGRADE FTL-4311, 4312, 4315 C - 7116" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3116 -HS) UPGRADE FTL-4527, 4528, 4529, 4530 E - 7/8' LAMI I.G. (3/161, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 4315 F - 718" LAMI I.G. (3/16'T, 1/4" AIR SPACE, 3116"HS,.090 PVB, 3/16 -HS) UPGRADE FTL-4311, 4312, 4315 G -7/8' LAMI LG. (3/16"T, 114" AIR SPACE, 3116"A,.075 VANCEVA, 3116 -HS) FTL-4527, 4528, 4529, 4630 H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16'HS,.075 VANCEVA, 3/16'HS) UPGRADE FTL-4527, 4528, 4529,45 •• ••• • • • • • •• • •• • • • • ••• • a. N.FC9t37ij' L.7G.7/ISMFf�JiSUKt.i �0.i•'AD + + • � P. + • AOM. EFtNCH DOOR & SIDE LITES,1 ro.�c7ms is • a r.0-0 it are ,rro++ ,�uararte�� ° FDM NTS 3 s 12 8000-1f ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • OVERHANG LENGTH OVERHANG HEIGHT a L NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG LENGTH MUST BE GREATER THAN OR EQUAL TO THE OVERHANG HEIGHT (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +60.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-5941) 2. FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF THE SIDELITE AND THE DOOR GOVERNS THE OVERALL ASSEMBLY DESIGN PRESSURE. PRODUCT REVISED as complying with the Florida Building Code .-No. 17-0504.04 Expiration oats 02/24/2020 63705 - 0 1 fol :SFS •gORIDh.•'G��v' ., S O rr,,1111111101" / NAL 01" R. LYNN MILLER P.E. FL P.E.# 58705 �— 73 13/16" MAX. WIDTH —1 95,V4 MAX HEIGHT ALL �i 37" MAX. WIDTH 1// ' 791/8' �' MAX. DLO ALL 110 518' MAX. WIDTH 25' MAX �+ — 71 3/4" MAX. WIDTH DLO ALL X UNITS OXO OXXO (SHOWING EACH VERSION SIDELITE) 36 11/1(r MAX WIDTH 36 11116" MAX. WIDTH 25' 333116, PRODUCT REVISED as co pr wlffi the Florida Building e NOA-rho. 17-0504.04 C�iratlon Date 02124/2020 M m' d• induct ContmI a I N III N/I I � II 1 III II II Y LYN'���'�i SON....... • • • • • • • • • QST•: ' •..F� �, XX • • • b VA :44mN O (NARROW JAMB) NOTES: • • •1• : : is • • . • • i * _ 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. • • • • • • • • 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. %�A,' .• A OF lV� 10m iRAd�pQBY p..`r '�i�s '•:c�ORIDA.•••G�?� NVmCS FL SIZli ELEV70 NAL '�.;SIVAL iptr4rataco • ne �hnnllit .st 000/17 G NO amms n113 stwr. carr , • • • • ;JJM. F4NCH DOOR & SIDE WES, IMPACT ate, • — or.r A. LYNN MILLER P.E. +p�1ji °� aa` ^°T'a "F• FD o NTS 4 • 12 8000-1i G FL REM 58705 FK lY13�W ,_T, vdOb ,vtia•rn�e� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION B OUTSWING HEAD 4OR7 ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP INTERIOR MAX HEIGHT MAX DLO VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D . OUTSWING Silk • • N MUA= R 34275 VLK 1tIL;A iDI1)fllldpP • nt • COM OFAURL *WW • I.I Q•� • • g9r+c�amsi K •itmm�rm • FD760 • MAX HEIGHT ODOR & SIME LITES, I 5 •S 12 1 • • a 8000.11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0504.04 Expiration Data /24/2020 By Niami-Dad,w7roduct Control "Qr1Y IYryN"i 't 410EItg�'•, * ; No. 58705 ' _ -7 � � '•.FLORID^..� \�� ' YONAL iel!," A. LYNN MILLER, P.E. FL P.E_# 58705 4N DETAIL G STILES AT ASTRAGAL Ur_ 1 P%l L. rl7 PRODUCT REVISED as complying with the Florlds ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FULL JAMB SIDE LITEEXTEwoR Noaa+o Code 17-0504.04 (AT HINGE JAMB) 6 82 81 SEE NOTE 6 82 81 SEE NOTE explrstionDate 02/24/2020 5 5 1 By Miam ada odue�Gontrol 20 106 20 1 106 6 80 7 30 7 30 27 20 80 27 IYM�yM' •,�,� �,�`��NY EM 29 83 7p 29 83 P 1 0 : DF�AZ : DETAIL 17 * No. 58705 = DETAIL H DETAIL K e MI, F.UtLJAMB, NARROW NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB • • • • • SPDE LFE • • •JAMB SIDE LITE (AT HINGE JAMB) (NOT SHOWN ABOVE) %�FS;••.�to�Do..•'?�;� TECOINCLO&YONIC�� 10 K s HOR ONT SECT D LS �'S��NAL pirr�aoaar • • • .. a e e • • • ALUM.•ARMOH DOOR i SIDE Lam IMPACT .St OWDH7 0 REMM02ANDi10. aerr. oFAUM d7•B! a►nae"M • • r a- A. LYNN MILLER, P.E. F.K ar' F.K i1!l9D1 7 X05 roraeianeocee nu.. , ataeo • • • 15 •� � • • gD00.11 O • • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FD750 D FD750 FULL JAMB SIDE LITE rm1317w0t DIBCRYILo! 2CI1 MW DIPOo DES OIQDDR PGTM IZl72 1 8006 FRAME- SKL[JAMB 6m06 1 BD06-PISADgtR14(EfA61B 68006 d 8008 DRIPC" 6!008 2 10130 OV[SW040 SIIL 6.003A 6 80m SCREW Com3k 6!007 3 80040 OVISIPDIOSIILCOV� 6tOD4C 7 OD09 DaR ALLPLATE 6mm 1 mOt DRD'CAP 6ImI 8 FRAMBASSIMELYSfREW NIX I' PH AD 73MA 5 SIILAJA6IHWBA'1HfI161R0 L1D3373E700 20 8012 STDE 6m12 6 IOW SCRLAY OOVFa 68001 21 SM4 TOP RAIL 69011 i mD9 ALLAATB 61809 II 5013 BOTTQN RAE. ®DU 1 A6SH1tBI,YBCBEW ARI'PH QUAD 71 37 7HRFADID ROD Y16-18 X 3d 67RODA 35 9 80x2 A37RACiALE�87SFAL 4[032 36 FI.ANCl®1BD NUrsl6-]t 799MRUA 8099 TI015S CfAlAP 60.778M 1p BDSBA-bWEiOSBL 4tR5E 37 sm lum C'IAMr 6®781 Io u'rtHASW S(REWSNEXr SS P3BILTREm 78XZeA% nooxrAPur. 8037 9IS SEm07BOLTAOD 60 Nix314'PH DRIVETt3LSCRBW 76x34PSTW fl 5 grpMEWFA'D>titST1QP 0/3i371U00 SEDOrBOLT(i[IIDHdt S17mCESQ®Wt-32R1i'SS 2FmJ.tRIID 7tR7tMRX if •0381 RR3H1'-SIWP.EPIAIEATA57xApAL A EID1® WS11W3S1 2D m@ SIIIB 68012 61 I= SIDELDFHBADIRM 60m 4I 6TRIICElIATEMDDIbS(IQIW 6-24R 1R'FH 21 mH I1R ROD 68014 62 8029 SIDEUTEJAMBIBAll 62029 'ItStZAR 51 a mI3 LlotroM RDD Emu FD750 NARROW JAMB SIDE LITE fl mQ lASSR'ET06f SEI' D 8017 TOP SWEEP 68017 1 mob FRAME-HRADR SILL 6MM 6lsl" >6 24 ml6 B01117M SWIIT 68016 4 8008 DRIP CAP 68m 15 SWEEP NR Ur PiBI,PH 6 Bar! SCREW COY9l 68007 26 8015 AS'IftA ACThEi BIALTIlE 68015 7 8009 RMALLPIATE 68009 n Im1B CiOAR rAMBSIDE 680118 I P L"MASSMMY SCREW NB XI' M AD 78 IS m711A C(IPltl 6g1M 21 8014 711TRAIL 68014 >9 mu BAaL4arIAIE Emu II $013 BOITOMRAIL 6m13 30 m19A DOORSIDE 6m19A 35 TEWxAvm RDD9/1618x3d 6TBODA 31 8033 CPAR HEARLW 68035 96 PLA7XMBMEX x3/16.18 799(NUTA 32 (EARI�SET.SQtOW N622=1/P 31 8099 TRUSS (TAMP 60378E 33 ®AR MI[9 SCREW Y12=31 60 NSX 31r PH DRRBTBK SCREW 78X3•>PSTW 61 m78 SIDEIMHBADTRB6 68028 70 8010 FEAMC�7AMB 68010 PRODUCT REVISED ASSEMBLYIQI as complyNg with the Florida Building Code m 80338 FRPNMD00RAGsF?AmyBEAM 680398 NDA -No. 17-0504.04 tl 10.24X21/r 14I8OtER' Expiration Date 02/24/2020 92 Lo 211IFXNl1t 40 tl IIR1l/2'171M7'�BQtEW B -- Mi.. D•� Product Control MUNAM M 6056 Bl7BSIIL 61096 M GLASS, BEADS & SILICONE m 63AZO10SEAUHr DOW COOMM SW OR995 91 7/16' L"M4ATED GLASS 14 ANN 090P14B Y16' FIS) ' 92 7/Id LAMKA787(iASS IS -HB 09OM3/14?M 93 7/16' IAMRt TW CLASS id AM4,A75 VANCEV 3116' 94 7/IE LUfWA'18IGASS I6' 075VANCEYA Y1B N8 90 7/8' LAMILO 14 T U4' SPA 3/lE ANOL030 Yld I$ 96 7/8"LAMILU IAT U4'SPA 3/16' 090 3116' 97 71r LAW LO Id T 1/4' SPA 3116' 075 YANLEV 3/14 ``11111 11111"" % 7/r LUM L0 16T 1/4' SPACE, 3/16• U75YANCEW Yid ; .��ONY LYNN#lz"*,. 109 8022 BACKBEAD • • 06* • • • • • '� •' �,tCEN - 106 t®6A t$.l)AC8)�AAD • • • • • • • • 680m 197 i023A 7119' BEAD • • • • • 61MA * 108 109 607" 7/ MWAD • • • • • • • • III" VR4YI.IlMS W6TP CLQ 9OM4A 6722Q _ '•.• � �� Wo 7A7NOLOOrDI09EORI PARTS UST, 0 ATE ,%S's ..•...U,?� xte/o¢Prams • ALU;fPIWYNGH DOOR & SITE LITES, IMPACT ou7ahs a G s �YIBElIszAAOaKO � OFA NQp1Ip � � aisraon•m a= a.e A. LYNN MILLER P.E. � � • FD7W 7 •+ 12 • • 8000-77 G FL P,E.# 58705 FX LT. nuaasn ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1•IFIrSSfID. x CIrAR 6tla saw Nu=11/r 771t&S IB). 35 'D3tBADEDR®9/16-I1R36" 67RODA 36 PLAN�®CNVfS/I&18 799@1[TJA 37 8099 TI015S CfAlAP 60.778M A mil S/S(iAxLtl'Qi MBQIAl4�t 39 Imo i.Daana[ 480» Io u'rtHASW S(REWSNEXr SS P3BILTREm 78XZeA% 41 8037 9IS SEm07BOLTAOD 42 mif STANDARDPIDSEiBIR]S W/SS ROD A fl toll SWOT H[Rx'GRIIE 48031 44 SEDOrBOLT(i[IIDHdt S17mCESQ®Wt-32R1i'SS 2FmJ.tRIID 7tR7tMRX if •0381 RR3H1'-SIWP.EPIAIEATA57xApAL A EID1® WS11W3S1 46 tNB, tBI1'-SlA�.PiA7EATASRINCAL CIIVEPIDV® wsuo-KSI h S77MCEPIA7ESQit'W6632R 31r SSPHILYRIID 71R3Q1•'DC 4I 6TRIICElIATEMDDIbS(IQIW 6-24R 1R'FH 7611FPIX N 8006 67R1SEPLA1EAtHRAD&SIIL 50 HBAD 61xDESOtEW86StX 1lJP80.EH 'ItStZAR 51 S1xIIGPIA785(1W9Y6 SSSR IRPHIIJ,WIDID1Q/1'PN 787O2RFIIIX a 8011 ACI7VETRIN 6Ef fl mQ lASSR'ET06f SEI' S• 8044 S7ADOFSS SI)�.PASSIVELDCK 68AA ss 801" xAR. OBOI.T 6lsl" >6 m13A HI7I'IU3t xA6 OBIx.T A013A n Slld:s vt'uOBOL7S 75161J3OLLIx ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .062 1.000 I Ti 3.636 #8006 6063-T6 Oj FRAME, HEAD, JAMB AND SIDELITE SILL }�- 3.016 .050 O7 #8009 6063-T6 INSTALL PLATE 062 2.236 .050 1.160 1 4.027 r !.311 1.033 .050 3.636 -�I O 0740-9 #8003C 6063 T6 #8004C 6063-T5 T_ #8 OUT -SWING SILL O OS SILL COVER O4 DRIP CAP 6 O6 SCREW COVER 1.278 F .074I -T 082 2.000 1.940 1.378 1.498 .583 3.836 --i �-- 3.990 .050 017 10 48058A 663-T6 OUT-SWINGLOW SILL 20 #8012 6063-T6 23 STOP SWEEP 5 T.075 -ow 1.938 .100 1.938 PRODUCT REVISED 1.467 as C mPlYiny with the Florida .797 : HOA -no Code i i HOA -Ho. 17-0504.04 I 8.250 I �- -- 4.434 � T 2240 Expiration Date 02J2412020 1! #813 6063-T 014 #8016 6063-T5 22 BOTTOM RAIL 21 STOP RAIL TS 24 BOTTOM SWEEP N0' d• ° "` °n T . .075 075 1.938 .100 1.838 1.467 1.170 t+ 8.250 - 14.434 .�{ �- - 2.544 `\\`tllntllltiiie #8013A 6063-T6 #8014A 6063-T5 #8015 6063-T6 ANY LYNN J� 56 BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BdL'r fttit C . • • :Oo . • ASTRAGAL .. . . . . •.. . ��, No. 58705 t ,t' S ATE lWD 7Ep/10100YOIaVE' .!RORIW.•'' \?� AL VEKTM FL 3cm EXTPjJSK0lVeR0Fl=S ' G IwtJ�ad redoRs. i +� • • • L WIT aFALMi ALUA#WElJOH WM111 SIDE LITES, IMPACT .M 0410/17 O Rt'V/8EDt2ANDlfi0. manor oron ;7s a.:A. LYNN MILLER P.E. n..e atoar ur<snalaassn • • •'�} B •� n • • 800D-11 O FL P.E.# 56705 92 12124M LT. 4805 .�um�nam- • _ • f!' • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2-M 075 27 #8021 B 6063-T6 GEAR HINGE, JAMB L050 .438 2.622 —+{ 61 #8028 6063—T5 SL HEAD TRIM fr 045 1 2 .965 ;F #8022 6063-T5 BACKBEAD .742 353 072 Y T 28 #8020A 6063—T6 GEAR HINGE, COVER 3.775 � 1 125 .050 3253 O#8056 6063—T4 SUBSILL, OPTIONAL 11.189 r .985 T .045 #8026A 6063—T5 10 SL BACKBEAD 142 301 r 075 1.763-4 I~ 2.438 —� 29 #8018 6063—T5 30 #8019A 6063—T6 HINGE, BACK—UP GEAR HINGE, DOOR 062 II 1uu��1.000 3.636 . -T 70 #8010 6063—T6 NARROW SL JAMB 7i .50 045 { .818 T� 10 #8023A 6063—T5 7/16" BEAD SILICONE HOT -MELT BUTYL DeWrIption STRUCTURAL URAL. 1 DO SILICONE STRUCTURAL 101 Quanex Super Spacer nXr with Hot Melt Butyl 1L4' NOM. FOAM Quanex Dumseal Spacer 3/16' NOM. POLYISOBUTYLENE - WITH WITH DESICCANT DESICCANT c EXT. GLASS EXT. GLASS EXT. INT. GLASS INT. GLASS ,w KODISPACE 1m SUPER 4SG TPS SPACER®NXTTm part# DeWrIption Material 1 DO Kommerling 4513 TPS Spacar System See thls Sheet 101 Quanex Super Spacer nXr with Hot Melt Butyl 102 Quanex Dumseal Spacer Materials 103 Cardinal l0- Edge Spacer L .040 .437 157 #8024A 6063—T5 10 I.G. BEAD 1.812 --{� 1.000 100 37 #8039 6063—T6 TRUSS CLAMP 2.313 .02 j 62 #8029 6063-T5 SL JAMB TRIM ••�•�••••••�"'�•POLYISO- DE BUTYLENE o N16' NOW SEAL BUTYL 8 SICCANT ROLL -FORMED FOAM STAINLESS STEEL LASS EXT. GLASS I INT. GLASS 5 � DURASEAL® ,Le, XL EDGE"' SPACER SPACER MW OFAM a �•axr • •• • • • • ••• • •. ••• •• . . . .• YT FILL AREA 5/16' NOM. JCONESEAL INT. GLASS •EXTRIUSIONPROFILES* • • • • • & Si WES, IMPACT • �7eD 1 p• 9 -•12 • WOO -11 G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .125 3.251 j� 1.635 #80338 6105—T5 80 FD ASSY BEAM PRODUCT REVISED as complying with the Florida Building Code NDA -No. 17-0504.04 Expiration Date QV2412020 By Mlam ad oduct Control ``LIIIf 111 `LYNAf ' ",,� ' * No. 58705 NAL '1Lll n i l l,L` A. LYNN MILLER, P.E. FL P.E.# 56705 8' 3' HEAD & SILL 11" 1' ANCHOR CLUSTER (TYPICAL) SEE NOTE 4 JAMB I MIN. ' HEAD 8 SILL TIP. ANCHOR CLUSTER (TYPICAL) SEE NOTE 5 ANCHORS 18.500' 11" MAX O.C. 11" 3" MIN TYP 87314'-(5) SP. TYR 83314'-(5) 6VEREPRESERrMCRORING01:-AllYMM-UREOFDCS SM—OC'DOORS;SINGLEX'DOORS'NARROWJAMFIORFULY' " BSIDE`CTTE'PATNEM7M MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. PRODUCT REVISED as co'nplying with the Florida 2. ANCHOR TYPES: ANCHK)R TYPES: SEE TABLE SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. 10.571' JAMB ANCHORS HT. QTY. 953/4--(S) 913/4--(5) 87314'-(5)7 83 3/4'- (5) 793/4'-(5) 3. SINGLE PANEL CONFIGURATIONS: (DETAILA CONCRETE SUBSTRATE)DETAIL B, WOOD/ALUM. SUBSTRATE) MAX O.C. JAMB ANCHORS HT. QTY. 953/4'-(8) 91314'-(8) 8 3/4' - (8) 83 314' -(7) 79 3/4' - (7) HEAD AND SILL..•..JS' MAX. FROM FRAM£ CORNERS. h 18'sw AK 0.1 t 1• HEAD AND SILL- W MAX FROM FRAME CORNERS IF PANEL WIDTH IS 15' OR GREATER AND AT 3', 8• AND 9- MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). JAMBS: 11' MAX FROM FRAME CORNERS AND 18.500' MAX O.0 8' 3' HEAD & SILL 11" 1' ANCHOR CLUSTER (TYPICAL) SEE NOTE 4 JAMB I MIN. ' HEAD 8 SILL TIP. ANCHOR CLUSTER (TYPICAL) SEE NOTE 5 ANCHORS 18.500' HT. QTY, MAX O.C. 95 3/4' - (5) 913/4--(5) (2) EQ. 87314'-(5) SP. TYR 83314'-(5) 6VEREPRESERrMCRORING01:-AllYMM-UREOFDCS SM—OC'DOORS;SINGLEX'DOORS'NARROWJAMFIORFULY' " BSIDE`CTTE'PATNEM7M MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. PRODUCT REVISED as co'nplying with the Florida 2. ANCHOR TYPES: ANCHK)R TYPES: SEE TABLE SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. Bolding Cod! :"OA -Mo. 17-0504.04 JAMB ANCHORS HT. QTY. 95314'-(8) (3) EO. 91314--(8) SP. T R 873/4'-(8) 833/4'-(7) 'DETAIL A (CONCRETE) DETAIL B (WOOD/ALUM.) DETAIL C (CONCRETE) SEE NOTE 5 f DETAIL D (WOOD/ALUM.) REGARDING J (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) APPLBLITY (2 OR MORE PANELS) ICA ANCHOR TYPES: ANCHOR TYPES: ANCHOR 'TYPES: OF CIRCLED ANCHOR TYPES: Q„pR CORA B OR C ANCHOR CORA SEE NOTE 4 REGARDING LOCATIONS -1-1Y HORAGE SPACING REQUIREMENTS. LOCATIONS 1. DETAILS A AND B ABOVE REPRESElNT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE UTE O PANELS WITH FULL OR NARROW WIDTH JAZPDETAILS C AND D DETAILS 6VEREPRESERrMCRORING01:-AllYMM-UREOFDCS SM—OC'DOORS;SINGLEX'DOORS'NARROWJAMFIORFULY' " BSIDE`CTTE'PATNEM7M MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. PRODUCT REVISED as co'nplying with the Florida 2. ANCHOR TYPES: ANCHK)R TYPES: SEE TABLE SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. Bolding Cod! :"OA -Mo. 17-0504.04 Expirallon 1)ate02/24/2020 3. SINGLE PANEL CONFIGURATIONS: (DETAILA CONCRETE SUBSTRATE)DETAIL B, WOOD/ALUM. SUBSTRATE) BY HEAD AND SILL..•..JS' MAX. FROM FRAM£ CORNERS. tdfa'nl-Dad roduot Control D 10.571' MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C. CONCRETE SUBSTRATE) HEAD AND SILL- W MAX FROM FRAME CORNERS IF PANEL WIDTH IS 15' OR GREATER AND AT 3', 8• AND 9- MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). JAMBS: 11' MAX FROM FRAME CORNERS AND 18.500' MAX O.0 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D. WOOD/ALUM. SUBSTRATE) ���Y LYN/y��`''% HEAD AND SILL' W MAX FROM FRAME CORNERS AND ........ •.. yf/ EN AT 3', 6', 9' AND 12' MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTEjtM 8). F� CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27-3/4'• • • =EN • • • • - * . No.X708 JAMBS: 11' MAX FROM FRAME CORNERS AND 10.571' MAX O.0 • • • • • • • • • • • • • lmd,ernsoca•rnm o—r.e %�'nFs;'•.RtoRIDI", "�j�=.` At MIKESam AWHORAGE SPAG416 /ONAL E�0• /w,l�eo,eoo ,.r • • '�I/omni%`` R N H DOR 6 SIDE LnES, IMPACRO0W7 GRFMB✓37 allSTMOU4NTW. a.a•= carr. nFnwN. amm197. sr FK »= • aT/4 1� 12 • 80 •11 O A LYNN MILLER P.E. FLRE.958705 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 114' SHIM II ( METAL SUBSTRATE C PERANCHOR r REQUIREMENT EDGE DISTANCE 1l8' MIN. EMBEDMENT (METAL THICKNESS) TYPICAL SIDE LITE SILL (DIRECT TO METAL) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 114' MAX GROUT, SEE NOTE 3 1/8' MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE —r METAL SUBSTRATE PERANCHOR MAX.X REQUIREMENT 1 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE OPTIONAL DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 84 1/4' MAX. 1 GROUT SEE NOTE 3 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 1/4" MAX GSEE ROUT 3 II 2X WOOD :ONCRETE/CMU :_� _ EMBEDMENT BUCKSTRIP OR% PER ANCHOR S FRAMING, SEE EMBEDMENT REQUIREMENT NOTE 1 THIS SHEET EDGE DISTANCE h EDGE DISTANCE -'•i 1 -- TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) (DIRECT TO WOOD) aEXTERIOR INTERIOR (ALL HEAD & SILL SECTION 1X WOOD EDGE DISTANCE �- BUCKSTRIP, SEE EDGE DISTANCE NOTE 1, THIS CONCRETEICMU - SHEEI PERANCHOR SEQUI PERANCHOR 114' REQUIREMENT EMBEDMENT SHIr - [diii7.I�l 2X WOODS T BUCKSTRIP OR % EMBEDMENT FRAMING, SEE .NOTE 1 THIS SHEET EDGE DISTANCE If TYPICAL SIDE LITE SILL (DIRECT TO WOOD) EMBEDMENT iRld 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 1, THIS SHEET \ EDGE DISTANCE ----I I+ i MAX SHIM TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD (DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) (DIRECT TO WOOD) NOTES: 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1-1/2" THICK lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1-1/2' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ)_ 2. FOR ATTACHMENT TO ALUM: THE MAIL SHALL BE A MIN. STRENGTH OF 8063-T5 AND A MIN. OF 118' THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SVE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS �� �pN_, •„•. N y� �i� WITH FULL ENGAGEMENT INTO THE ALUM, IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEM 29JlDANCHORAGE SPACING FOR WOOD SHOWN :� � �tCEN� • .!�_ ON SHEET 10 MAY BE USED • • • • • • • • • �1 3. IF bl B ED. • a"W�Ybm_ _) _ * i'Na 6g7a5 ;_ MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 18 NOTTIGHT TO THE SUBSTRATE. AND• • • s • • t •-5O sj"TRATS 00 _ a 1( 1� arz ` 1O� UCT RED CT PRODEVIS B At „n ANCHORAGE DETAILS �� •,'• ATE • as complying with Florida Building Godo NDA -Ho. 17-0504.04 IMf)(90./d00 rr ALHMi f-WENGH DOOR & SIQ56ITF& IMPACT (� ••.pR1DI.•” �\ , �• ��'�:�`s/ONAL COM OFAUMrimae � • ExpImtlan Date 2/24/2020 �o +tawn�nta • TCS / 4 ~e 8000-11'l/ �W 111111 11\\� By A. LYNN MILLER, P.E. a.+rr • • • • • • • • or F.K LT. 48W MIam"mD roductControl JR 04/107 G CLLRNIMDETAILRAWDmfdETALSf/8ST►�7E • FLP_EJ68705 • • • • • • • • • • TYR ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. EXTERIOR 1/4" MAX SHIM j (] 11 METAL SUBSTRATE [N) PER ANCHOR REQUIREMENT EDGE DISTANCE 118" MIN. EMBEDMENT (METAL THICKNESS) TYPICAL DOOR SILL (DIRECT TO METAL) METAL SUBSTRATE PER ANCHOR REQUIREMENT 1/4' MAX SHIM I�— TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) TYP. ANCHOR TYPE, ID EMBEDMENTAND OF TYP. ANCHOR TYPE, EDGE DISTANCE PER J SUBSTRATE, SEE EXTERIOR TABLE A, SHEET 1. <DEXTERIOR V 2 1/4" MAX 10 GROUT, F- EMBEDMENT SEE NOTE 3. EDGE 'CrFRING,SEE SHEET 11 EDGE DISTANCE RIP OR EMBEDMENT DISTANCE NOEET 11. �(2�; �NGRETE/CM� t EMBEDMENT .'., •. •:. : PER ANCHOR REQUIREMENT TYPICAL DOORSILL IST, TE G`\?`�t•�ACHORAGE i,X"- qORl9a.. ,�,:� A LYNN MILLER, P.E. FL P.E.tt 58705 (DIRECT TO CONCRETE) METAL SUBSTRATE PER ANCHOR REQUIREMENT 1/4' MAX SHIM I�— TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) TYP. ANCHOR TYPE, ID EMBEDMENT AND EDGE TYP. ANCHOR TYPE, INTERIOR J EMBEDMENT AND EDGE EXTERIOR DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, 2 1/4" MAX. SEE TABLE A, SHEET 1. GROUT, PER ANCHOR F- EMBEDMENT FRAMING, SEE EDGE 'CrFRING,SEE NOTE 1, SHEE711. EDGE DISTANCE RIP OR EMBEDMENT DISTANCE NOEET 11. �(2�; TYPICAL DOOR SILL METAL SUBSTRATE PER ANCHOR REQUIREMENT 1/4' MAX SHIM I�— TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) CONCRETE/CMU ' PERANCHOR REQUIREMENT 1/4" MAX. SHIM h— EMBEDMENT EDGE � HS II DISTANCE TYPICAL DOOR & SIDE LITE JAMB DIRE ) PRODUCT REVISED l-O•i°'p1'i as —.PW.9 with the Florida M Vance FL 9ws Bulidhrg Code 041)480 -two No. 17-0504.04 �t Expiration Date 02124/2020 oviol T 1/4" MAX GROUT, SEE NOTE 3, SHEET 11 T7 4 INTERIOR EDGE DISTANCE T TYP. ANCHOR TYPE, NAL EMBEDMENT AND EDGE INTERIOR DISTANCE PER SUBSTRATE, J SEE TABLE A, SHEET 1. EXTERIOR DISTANCE PER SUBSTRATE, TYPICAL DOOR & SIDE LITE JAMB 2 1/4" MAX. 10 GROUT, PER ANCHOR EE NOTE 3,7 FRAMING, SEE SHEET 11 'CrFRING,SEE NOTE 1, SHEE711. WOOD • • • • RIP OR EMBEDMENT NOEET 11. �(2�; TYPICAL DOOR SILL (DIRECT TO WOOD) CONCRETE/CMU ' PERANCHOR REQUIREMENT 1/4" MAX. SHIM h— EMBEDMENT EDGE � HS II DISTANCE TYPICAL DOOR & SIDE LITE JAMB DIRE ) PRODUCT REVISED l-O•i°'p1'i as —.PW.9 with the Florida M Vance FL 9ws Bulidhrg Code 041)480 -two No. 17-0504.04 �t Expiration Date 02124/2020 oviol T 1/4" MAX GROUT, SEE NOTE 3, SHEET 11 T7 4 INTERIOR EDGE DISTANCE T J� T TYP. ANCHORTYPE, INTERIOR TYP. ANCHOR TYPE, EMBEDMENT AND EDGE a EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, TYPICAL DOOR & SIDE LITE JAMB DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. ' SEE TABLE A, SHEET 1. CONCRETE/CMU ' PERANCHOR REQUIREMENT 1/4" MAX. SHIM h— EMBEDMENT EDGE � HS II DISTANCE TYPICAL DOOR & SIDE LITE JAMB DIRE ) PRODUCT REVISED l-O•i°'p1'i as —.PW.9 with the Florida M Vance FL 9ws Bulidhrg Code 041)480 -two No. 17-0504.04 �t Expiration Date 02124/2020 oviol T 1/4" MAX GROUT, SEE NOTE 3, SHEET 11 T7 4 INTERIOR EDGE DISTANCE T J� T BUCKSTRIP, SEE DIRECT TO WOOD) a TYPICAL DOOR & SIDE LITE JAMB 2X WOOD CONCRETE/CMU. ' BUCKSTRIP OR PER ANCHOR `t`NYI LYNN/t���i, FRAMING, SEE REQUIREMENT .' NOTE 1, SHEE711. TYP. ANCHOR TYPE, EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1. NOTE 1, SHEET 1 f OPTIONAL DOOR SILL (DIRECT TO WOOD) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. �= EMBEDMENT i.. I+— 1/4" MAX. SHIM 1/4" MAX. 1X WOOD TYPICAL DOOR & SIDE LITE JAMB BUCKSTRIP, SEE DIRECT TO WOOD) NOTE 1, SHEET 11. TYPICAL DOOR & SIDE LITE JAMB 1X INTO CO `t`NYI LYNN/t���i, aN • • • • • e • • • • • _ * ; No. 58705 •; ,�• �(2�; DETAILS IST, TE G`\?`�t•�ACHORAGE i,X"- qORl9a.. ,�,:� A LYNN MILLER, P.E. FL P.E.tt 58705 A#MRENGHDOOR &S149VT",IMPACT 75 DDETAKS•4DDEDSAL � • • FZ 1312' fr9t 7 a � • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM Nno �11 DiADE DEPARTMENT OF RE BOARD AND CODE A] ATORY AND ECONOMIGRE ANCE PGT Industries, Inc. ` !� 1070 Technology Drive North Venice, FL 34275 MLA,MI-DADE COUNTY PRODUCT CONTROL SECTION (RER) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv 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 Prodket, A:Lntrol Section that this product or material fails to meet the requirements of the applicable ;1} 16m; code. • • • • • This product is approved as described herein, and has been designed to comply VLft 14q Florida %i4ding • • • • : • � 1 • 1 V _ il__ Tr'_}_ ti_1__'i_Tr_____'__.__ r7___ • Tvv,�u,�yui�,��uutri.�,�iiy�iia�,i_vv,vv.���u.,,�vuu.�uvaa�. •.•aa{,• • • • DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion--1�3V dq. • • • • • • • • • • • 'PR bUCC11V1ENT• Drawmg No. U6611 , titled mpact—Resistant Aluminum Tube Mullions ...... .... •..... sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/aJ .tiCth VA%ion C • • • • • • dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miarpi-14acle County Product • • Control Revision stamp with the Notice of Acceptance number and expiration date bpi the Miami, -Dade ....:. County Product Control Section. • • • • • • LABELING: Each unit shall bear a permanent Iabel with the manufacturer's namt of logo,:c4,•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. TERIVIINATION 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 rd�tribaxts.and shall. be.ayailable_forspection at the job site at the request of the Building Official. This NOA revises NOA# 16-02I 03 nd 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 Jorge M. Plasencia, P.E. NOA No. 17-0630.01 f Expiration Date: May 26, 2021 M A royal Date: November 09 2017 , 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. 6300) 1, titled "impact -Resistant Al uninum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. 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 JAS ;02-94:... • • • • • • along with marked -up drawings and installation diagram bf. blij)ped .alur>ainum . • mullions, prepared by Fenestration Testing Lab, Inc., Test Report- No. MA443 • • • •: • (samples A-1 thru E-1), dated 02/28/11, and addendum letter dAtt&05/05/11; signed ;���•; and sealed by Marlin D. Brinson, P.E. • • • • •' • • • (Submitted under NOA No. 10-0819.05) • • • • • • • ...... .... ..... .. .. .... ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying witt.VK 51h • • •• • Edition (2014) and with FBC 611 Edition (2017), prepared lay rrataufactiirer, dated :....: 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. 0 • • ... D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS _ 1. Statement letter of conformance to FBC-S"' Edition (2014) and BC-& Edit au (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, F.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series `-PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. 11 �- ------- -z� - P/Jorge M. Plasencia, P.E. duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REWIRING NONIMPACT OR LARGE AND SMALL FIGURE 1: MULTIPLE CPENING WIDTH FOR VERTICAL MULLIONS SEE D.Gji; MO H: sHEET s 2, III SEETAILS If A THRU SHEETS I1 VERT. MULL LB4GTrl � III /SEE DETAILS L HORIZONTAL I— MUL SHEETS ET52 -0 LENGTH HORIZONTAL K AL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD, OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHAJ_L RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RES'ST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE TI -M L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS - 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A THR. c, ONLY TWO ADJACENT UN ITS ATATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE.LOWEST DESIGN /SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING H F� 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UIP TO THE NEXT SIZE SHOWN ON THE TABLE(S). HORIZONTAL LL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST _ SEE DETAILE, I BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION B) REFERENCE: TEST REPORTS: FTL-8443; ELCO ULTRACON/AGGRE-GATOR NONS PROCTS MAv `DUBE OF ANY rwE B) MULLIONS AND CLIPS HAVE BEEN DESIGNED b TESTED 70 COMPLY Ili(' ._ _ 'OF 1T1ET1 MUST SE CODE AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS. MUlit01F,>, ARE ONLY TO BE USED VM MANUFACTURED PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, BY PGT. 10) MU LKWS ARE IN COMPLIANCE FOR USE IN THE 11) QUANTITY OF UNITS W"WN A MULTIPLE MULLED 'TTiltT'TINE'9PAPtAIPM9 W IDTI- ME1Gf4L'•••OF EACH INDIVIDUAL. MULLION COMPLIES WITH THE: REQUWAAE NTS OF THIS NOA F^OPENING ..T" I—HORS MULL LENGTH ---I I I LBXuuD.`ITHm I ovEMNG HEIGHT OPENING. MULL �' „Ong �. HBGHi LEMML LENGTHL oPE SINGLE MULLION _lFOR VERTICAL MILL -i OPENING M4DTH FOR VERTICALMULL SEE CDRRESPONDNG DETAILS MULTIPLE MULLIONS FRDN FIGURE i ABOVE PS/STANDARDS USED: 17 FLORIDA 6T11 H EDITION :2014 FLORIDA BU4DN0 CODE SIH FDTRCB'1 •ANSVAFLPA NDS-20IS FOR WOOD CONSTRUCTION :ALLAMNUM DESIGN MANUAL. ADM -2015 AISI S10012 :ASC 3BD•10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FVI FOR THE OPEN WG USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR OR'TPoANGULAR/TAAPEZOID/LL'. GENERAL NOTES..........__.._._...... 1 INSTRUCTIONS ..........._....._.._.__.. 1 ELEVATIONS ........... ........ ..... ... .... 1 MULL TO ZX WOOD ....... ....... .... 2 MULL TD 1X B MASONRY-.._.._. 2 INSTALLATION NOTES.........._....... 2 MULL TO MASONRY...___... - 3 MULL TO STEEL STUD_ .._.._....... 3 MULL TO LIN I ------------ ----- _.- 3 ALTERNATATE CLIPS ...... .......... 4 BAY MULL INSTALLATION....__...... 4 1 X 2 %.125 MULL SPECS -..._.._..6 1 X 2 X.375 MULL SPEC6-._..._..... 6 1 X 2.75 X.375 MULL SPECS .......... 7 1 X 2.15 X.65 MULL SPECS....._..... a 1 %3.125 X .500 MULL SPECS 1 X 4 X .125 MULL SPECS.. --.._.._10 1 X 4 X.375 TUBE MULL SPECS.... 11 1 X 4 %.375 T MULL SPECS.-._.., 11 125 X 3.188 X 266 MULL SPECS._ 12 125 X 3.25 X .100 MAL SPECS..... 13 125 X 325 %.824 MULL SPECS-... 14 125 X.194 X.624 MULL SPECS..... 15 2 X 4 X.25 MULL SPECS -.._.--- ----- 16 2 X 8 X .25 MULL SPECS_... ..... 17 126 X 2.11 X.125 MULL SPECS_.. 18 30" X 325 BAY MULL SPECS......_. 19 45' X 325 BAY MULL SPECS...._._ 20 MULLION 8 CLIP DIMENSIONS.._- 21-23 EXAMPLES 1 8 2 ............ .... ._...--- 24 LOADING EXAM -LES ... ........... _... 25 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FTD FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFT•1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (L13S1. THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR G/WAcirY QLBBI♦TAlj_E QN TH SAM S ET QUSING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANDHOR-CLIP PATTARN M1AY0IP%Y) �9 CiJA ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. • 400 •• • • • • • • s • 7) IF THE MULLION CAPA�RBS1f I�BftNLOD IRTH2 TAELE46 HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT'I FOR THE OPENING, YOU MAY USE -AN CAPACITY AlbUSTAENfFORMIULA7 TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/M FOR THE FENESTRATION PRODUCT TO 13E USED AND COMPARE WITH THE FINAL APPLY FOR THE ENTIRE MULLED FENESTRATION N CAPACITY I_ IL.B&T-n OEMAINEIV THE MOILLION SYSTEM- THEjQVy_R jligiETWO PRODUCT ASSEMBLY, • • • • • • • • • • B) HIGHLIGHT OPTIOC US:D AN: =ABL VALUA�S U:ED� AtIROVFC T IC APPO10N WHEN USING THIS NOA TO APPLY FOR A PERMIT. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as eompI I wltM the Mrida Building Code NOA-No. 17.0630.01 Pxpiration Data 05/26/2021 gy ._ Mlam � • ro uct Cont N l LYNN P�'t .•• UOENSE. ; 140.58705 ' O ATE2 �' • (G i •' • • . PC OR10 P•. •' G�� . s ��'�77S70NAL E�.��• A.CA(,IMUGFi E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS- DETAIL B: MILLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) d �I <d EXTERIOR A AGE 4 DISTANCE FOR MASONRY �pANCHORS �h m < MULLION ,f C BUCKSTRIP TYP. ANCHOR QZ AND PER SUBSTRATE, ES ATTACHMENT SEE SEE TABL 1B-13B BY OTHERS. SEE NOTE 1. N SHEET I. O N .0 Y f -- I W ul MM 2. 7 KSI • ! ' , " EDGE W O CONCRETEOR CMU I DISTANCE, W U) F--J�BEEBEE TABLES d' to 1 EDGE DISTANCE 1B -13B W _ I e FOR MASONRY Wa O- F - ANCHORS in O 0) SIDE VIEW O 0 a EITHER THE U F Q STANDARD OR = U d Z m i 21 OFFSET MALL 7, Ca CLIP MAY BE W Q' - 20 e INSTALLED BY �z THIS METHOD. Lo Z r r m z z Z a N w a Z `co ca NU) I- e a �A a Y Y oLUF U Z a c� a — O O c EL Z U) cn TYP. ANCHOR U $ s' PER SUBSTRATE. SEETABLES iB-13B PRODUCT REVISED BUCKSTRIP as complying with the Florida Building Code T A-' AND Building NOA-No, 17-0630.01 SEE NOTE I Expiration Date 05/26/2021 EMBEDMENT SEE NOTE t, SHEET I. By - Ellam a roduct Control MN 21 KSI CONCRETE OR CMU FRONT VIEW •• i•• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• ••• •• • ••• • • • • • • • • • • • • • • • • • •• • • • • Is •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1t1i 11 ill iJ� i `ap ........ N M,tcENSF • •. Cly ms's * No. 587-�T =� E � i�ip, ••FC OR 10 "Z,,,70NAL ke,," A. LYIVP MILER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • Is • • • • • Is • • •• •• • • • •• •• ••• • • • ••• • • DETAIL E:E MULLION TO MULLION ' DETAIL C: --I 1zsMIN INTERSECTION NOTES: T MULLION DIREMY ATTACHED TO MULLION MAY BE INSTALLED IN`TEE'OR'CROSS" MASONRYSTRUCTURE �(U-CLIP)1) INTERSECTIONS. d (STANDARD CUP SHOWN vAREs cwi 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. N OR ErssµiaTE, 3) SEE U -CLIP DRAWINGS, SHEETS MULLION. 21-23 =StU I SEE7ABIEs 18-138 TOP VIEW FOR CORRESPONDING Zy�a LERNER DISTANCE MULLIONlDEDGE W IFOR MASONRY I ANCHORS I hVARIE51---� W J N � i I IaI R72 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL rG _ N I MUWON AND USE SMS W O m m O N \ MULLION S2 t7 W F- Z O 0 EXTERIOR d 4 EDGEMSTANCE I. FOR MASONRY •� THE OFFSET CLP IS RECOMMENDED FOR FINFRAMED BUT MAY \ I LINTERSECTI. dO ? Z Vi W ANCHORS < _ WINDOWS, FOR ULLP 8 ° ALSO BE USED OTHER FRAME TYPES. EXTERIOR j Q Z I� . TVP. ANCHOR _ 4 SUBSTRATE, 4 z Z Z Q m m Z mo F� ,—PER SEE TABLES 10-138 TVR. ANCHOR PER SUBSTRATE, BUIL IP SEE TABLES IB -13B SEE SHEETS xFOR MOLE LOCATIONS FRONT VIEW F t pmo JH a o Q' ATTACHMENT DISTAEDGE NCE® .. BYCTMERS, SEE TABLES 2 Q Z Q 0 3 . •- � SEE NOTE I. r ' •. L7 Q Z O O - EMBEO�IAEHT �. 1. SHEET I. .- D_ � m 0 07 ._ -.. ~~sEDGr DISTANCP AeLEs SIDE VIEW Cr il $ 4 8 MIN 2.7 KSI CONCRETE OR CMU MM 2.T KSI CONCRETE DFi CMU 18-138 SIDE VIEW DETAIL D: PRODUCT REVISED FRONT VIEW MULLION ATTACHED TO as comp ing with the Florida STEEL STUD Ildi B."OA-N• NOA-No. 17-0630.01 (STANDARD CLIP SHOWN) Expiration oat• 05126/2021 INSTALLATION NOTES STRUCTURE Ry ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP. ANCHOR � A PER SUBSTRATE, Mlami-0 a Pro uct ont 1) SEE TABLES 1B -13B 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °` SEE SHEETS FOR ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE 21-23 HOLE CORRECT QUANTITY AND LOCA'ION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE `` LOCATIONSFOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. `� 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. MULL" 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET.1 5} FOR MASONRY APPLICATIONS IN MWN-RADE COtR1TY, USE ONLY MlAMtDADE COUNTY APPRQYEO • • • - EDGE a AHCE SEE TABLES .0',30 LYA/N77j7,, E1.00 ULTRACON OR ftC01N" 3.8. AGGREGATOR MASONRY ANCHORS. ? ST ��•1.�'DS TANNER *IAN• 10.178 �� ,� ....... ��`,•'`10ENgF•%/(� FRONT VIEW ,BSA��NTI11THfHErtBUI�e+G b0 QED• CSE. A 2M011Y `: ^ • • • • • IUe O EW. 0 LNC/ EXTERIOR pec • US•KCBD A•CH�I SF•CS • • • WORD SIDE VIEW ND. 58705 _ • • • • • • • • • • • • =_ NOTES: v •' I� •� 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ��� ••' TATE F •: ANCHOR VALUES MAY BE USED. • 000 0 , SEE CO sRPO 1IN,riL-MULLION TRSLES, • EET 5- R A I OF IIREWS.. 'Y Ni zo N ' / ` �. CNJ) IR��.E• ' • • • Y1 SY W' 1� • •• • • • • • • • j FL P. 58705 ••• • • • • ••• • • • • Is • • • • • Is • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR DETAIL F: FIELD-AIODIFIED MULLION CLIP (F -CLIP \� SEE DETAILS A-0, X SHEETS 2 AND 9 FOR INSTALLATION TO SPECIFIC SUBSTRATES. STANDARD MULLION CLIP �-MODIFIED TO FR FIELD CONCRIONS. INTO —00, STEEL ALUM, CMU OR MASONRY TIP. ANCHOR PER SUBSTRATE, SEETABLES 18-198 STANDARD CLIP TO BE MODIFIED IN -FIELD. EDGE DISTANCE PERANCF40R NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11- X .125' MULLION. 2) SEE TABLES IB -13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) DR 46• MULL. 0 1 ' O O TOP VIEW 168 EXTERIOR X R ANGLE OLIN, 2 2 PER MLALON END, MUST BE �INSTAL, ED INSIDE OF BAY MULL. • • • • • • • PRODUCT REVISED as eomPiyiny with the Mrids Building CCoodd• OIN: 17-0630.01 Mo wooD• STEEL ALUM Expiration Data 5/26/2021 OR MASONRY EXTERIOR O w By Alam 94 Product lGontmil p� /o �\ 10 f'GEu%St�pµE O C1 2 N Illi NOgSFOH NSTALLATPN OVION f0. 3 K • a W y YIV , op ....... 4" •• ���� • • • • • • • S• 1)4USE 2 ANGLfa CLIPS I:R WULZUl ENCAPS MUST BE INSERTED INSIDE OF MULLION. a z 1.iCENSF y ` • • • • • • • • • • • 2) DEIRfL G SBE T•BLB6 1►1410. FO;. ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE No. 58709 • WATE AND SHEET 22 FOR HOLE 3) DETAIL H: SEE TABLES 156 OR 16B FOR ANCHOR QUANTITIES: �`+ ;moo•. T : rL�` LOCATIONS.tC�'•:c� 0 .,IES ORIOP,. •''•\C��` •• ••• • • ••• ••• ..... G . ��' S,�ONAL • • • • • • • •• • ••• • • • • } a EN. A. L{'�INIMILl�fi, P.E. • • • • • • • • • • • • • •• • • • • • •• u FL P.E.# 58705 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • TABLE 1A 2Tk C9rclr9 Anchord TabN Nel. CMU Feel CMU PT Wood Mte1 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. Eko Unacm mullion caloacitir Tebb Yt6• Eko Utreoon 1N' Eko UW em i/4• SS Eko AOpnGebr Slier Eko U9aeen 1M• 33 Eleo AOPeCr. HO Steel 012 Steel 612 SledWit lk- IG5) Sc (G5) Saew (G51 Opening WkMt (for 5•rtiaalyePerTirg minions) a Opening Holght (forhod=rtBk9PWft .Sims) 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 LOCATIONS. 722X.125 50 inBO ft&.W9r T1p/rnetg. 16ctarydr L --*v Ladno LaxN9 h Ttp7T1a10 Wec�e. Loedlg Lcaft 701" so In %WMWg. Ree•4N6u 7 -oft e, pdargder Lcedrg LoWlg IAe3g Loadnf Do in 1001" 1201n TnPrTele116 RL -diner TrL.-div Rx•.lapdr T L.&W . RL..drg. Lo43g Ledng Lae31p Loed1• L.dny 1.310 14 in 1.1� Loedn9 dn9 160 In 1.310 AMm.Tube AkAon 3.118' r 04V034w9.7u• • Sap. oielmweCk 1• znrr i 1314' 1314• r is 1-iIP 1-1k' 1 -fir 1 1-1/4' 1 1-1/r I r 1_v6• I -W `•Me Em9ednw6 NY 2 AIMOon 01.75" Mk O.C. / SralMad or OM1 pip (Fla. 1): 1314• 3D0Ibs -Y4• 390 b 450 0a BBO eb 1044 6M 2701! Q h 111.9 404 129.5 172 912 406 115.5 325 79.9 406 107.1 321 6f.B 4Ct 7064 119 621 4oe 104.0 319 56.9 405 104.0 319 48.6 408 104.0 119 39.9 61.0 M 312 312 61.0 244 29.8 IOt 104.0 310 35.0 312 81.0 244 214 400 104.0 319 312 61.9 244 Nn 74A 312 �.62ln S3.9 281 836 758 624 708 234 63.2 Sit 7].4 252 Sly 261 615 228 45.6 312 67.0 1V3 46-8 ]12 612 246 41.0 251 55.7 224 30.9 281 52.1 222 %5 112 281 61.7 50.1 214 37.6 312 2m 37.0 287 4a3 219 2&6 2B1 1Q7 219 228 247 %1 167 18.0 791 49.3 218 20.0 2A 3e.1 163 18.1 267 40.7 210 24T 76.7 103 541" c mn 32A 247 %1 200 37.5 207 43.9 41.2 '.'ro 720 247 49.8 202 37.5 200 76.4 tf. 27.4 247 "A 199 329 247 113 196 79.2 200 31.6 163 24.0 200 26.0 180 r.] 247 700 39,4 n.t 704 26.3193 21A 150 19.2 200 259 157 16.0 200 250 tsa BBD b 1560 b 3 67n 3l1 tet 35.3 155 27.6 tet 30.3 152 717 161 26.9 149 A.7 181 243 146 18.4 161 22.6 114 18.8 761 21.7 143 WA N/A 7151be Amhae ®0.45" MN. O.C. / tit2p, nm .125 AYm. (Ftp. 4k 26.e 185 70.6 112 24.0 063 26.1 139 20.6 185 27.1 178 18.0 165 21.0 174 WA WA WWA NIA 97018 721" 222 139 23.3 120 1S.5 1>9 79.8 118 15.8 139 17.5 118 1 Nloeor I FLfp (Fl0. 5k t95 roc 1956x 225 b 445IM --ism 16.9 125 19.7 100 1&7 125 I&8 1 107 NIA WA WA 377 b M2 b 500 b 7tN 17.5 tie 1&2 104 WA WA WA 190 b WA WA TABLE 1 B So7mata: 2Tk C9rclr9 Anchord TabN Nel. CMU Feel CMU PT Wood Mte1 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. Eko Unacm 114• Eleo UIS' m Yt6• Eko Utreoon 1N' Eko UW em i/4• SS Eko AOpnGebr Slier Eko U9aeen 1M• 33 Eleo AOPeCr. HO Steel 012 Steel 612 SledWit lk- IG5) Sc (G5) Saew (G51 Anchor up Patterns 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 LOCATIONS. r 2-trr 3-ve• 1• 2-112'r ANGLE CLIP MUST BE FIGURES: 2-tm r 3.118' r 04V034w9.7u• • Sap. oielmweCk 1• znrr i 1314' 1314• r 1-V4• 1-iIP 1-1k' 1 -fir 1 1-1/4' 1 1-1/r I r 1_v6• I -W `•Me Em9ednw6 NY 2 AIMOon 01.75" Mk O.C. / SralMad or OM1 pip (Fla. 1): 1314• 3D0Ibs -Y4• 390 b 450 0a BBO eb 1044 6M 2701! 290Ibe 334 b 740tH 918 Na 341b 442 b 5604 b MCtae ®1.14 Min. O.G I Btende9 (a 06!11 C60 (Fq. 2): 480 b 70D to WA WA WA N 3801s WA NIA 41b6664lee WA WA Sat b BBS b BB2 58518 1120 1120 b2 4 Anp6ae A r I4M OC. / Q) 2X5 A1g18 Clips I F-0. 3k 780169 780 b BBD b 1560 b 1e9e b 51018! 550 M WA 700180 0.8 16D21bs WA N/A 7151be Amhae ®0.45" MN. O.C. / tit2p, nm .125 AYm. (Ftp. 4k WA WA WA WA WA WA WWA NIA 97018 tel Ilp WA 3321 W WA 473 b 17016! 72118 2B0IG 1 Nloeor I FLfp (Fl0. 5k t95 roc 1956x 225 b 445IM BTZ b U714 u0 b 177Its NIA WA WA 377 b M2 b 500 b 2 AKOre D 7.15" Min. O.C7 FLeP f b ek 240 L% 350 b WA WA WA WA 190 b WA WA NOTE' FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. MENT FORMULA (DP_) X ( ANCHOR CAP .,,,..,.,\ ICHOR CAP.,! `MULLION CAP.,,a,,_ USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: 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. 1.000• j-- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE T-1 f FIGURE 3: • • 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 LOCATIONS. 2.000• IL • • FIGURE 4: ANGLE CLIP MUST BE FIGURES: USED IN PAIRS. FIGURES (( I I I' •' II II II II� 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECWCAjW. Fj'1LLQW AN(? GRCu 4T LLED• • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 060. WOOD SWLU13E BREaSURE-TQEAjED • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SMALL BE6063111S ANDGE 74MINk1MU111 0E.12C THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' TRICK (18 8MGM. S-RLIOFUFV%L SlrEM TO BEAT LEAST .125 THICK AND A38. ALL ANCHORS INTO METAL S5 1!TEND A7' Ld:STS SG�� BEYOIID THE MATERIAL. #10 &#12 ANCHORS INTO WOOD MAYBE S7tt1, 18-8�.�.�R 41Q�S. • • • • • .125' 1' X 2• X .125 MULLION • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mlam ro uct ontro LYAIN / '�`.•'' L10ENgE' ���� �� No. 58705 �� /I - 0�'. STATE Fr �:' (V� /ONAL EN�?�. A. &W NIUIIO , P.E. FL P.E.# 58705 TABLE 2A 1.00(r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 1 D�37 HOLES TO BE DRILLED IN THE FIELD FOLLOWING FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.L Anchor Capacity Mullion CalpacitY Table • CONCRETE BLOCK UNIT (CMU) • 6063.7 Af•� B�A NNPYN`1 M YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL • THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045• TYIQK (18 GAUGE). SV WCTUW 31Y.1' B& JT 1•X 2•X.975' MULLION 619.11aW 2.71 c-te THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S,S. Opening yYldth (for testi®y-5parrirg mom) or Opening Height (br hi>naxta"p911Nr1g FTYA") Whew CMU F1W CAN PT MW I 50111 W h 701. W h 90 in Ill in 170111 LIT Elm 14011 160 h NIT Ek:o Rxtap6zr Tnp7rn•a Rxhridsr Trap/T4aro. R4a4.•tler Tr9R7Aa47. RennrWar TnPrl6arY- R--VWx T79p7tla• Reraarotter 1-4 Tr4f4Tlarp. RecM•da Tn1p/TBag. RMa.Ddar 7npTr(erlD L -*v Loadro Loadke L-det9 L+>adlrV Re tagll•r Tnp/Tl1e119 Lawk• L -&V 1 x2 x.375 �Iro (,moo Lmdn9 L99dro Loa9.9 L9edro LN*v L.&V Loadry Lovdn9 6erae(G5) Sc"(G5) se"(G7) Anchor Clip Patmms 2-1/2' 1' 2-1? 11/6' 1' z-12' Alum. St•aw• as a a g $8 a ag 04S o.SY gg a , EQ7e pala1ee 611x 1' Esbe81na9M 1-14• 1.314• as 1JI4' �g 1-t N' 1-V!' 1-1/C 1-1M Y a 42 in 170.0 82) 170.0 435 151.3 612 170.D 475 129.7 962 17UD 505 1135 BM 189.5 Ste 100.9 882 188.8 517 WB 052 1SB.9 517 1 75.7 1 662 1889 1 517 849 862 188.9 517 5&7 eIR 1889 517 99.0 396 Mh 121.8 507 136.0 119 101.4 807 t1A2 /70 B6.D 807 1087 403 70.0 507 1026 3B7 67.6 507 99.6 397 BOB 507 89.0 396 W7 SO7 99.0 396 Q! 607 99.D 396 3&0 5W W.82Sh 103.7 493 1118 379 864 456 DB.9 371 74.1 456 90.6 354 64.8 458 61.0 400 727 371 53.4 400 84.6 350 87.3 318 57.6 466 -Bt.3 367 47.5 4W 61.0 315 51.6 427 456 WO 356 432 456 W.0 IOD 62.] 311 356 400 61.8 386 37.0 313 30.$ 458 80.0 4W 81.8 955 31i 324 2&7 d56 W.0 356 4W 81.8 313 54h $0h 851 4W 83.3 736 623 324 66.9 276 71.2 4b W.B 32e 51.9 324 57.5 270 M6 324 61.2 264 380 324 489 280 34.6 324 439 257 Si.t 32A 420 256 7fi0 321 40.5 253 92 324 40.6 334 253 230 19.5 16.8 374 485 '153 294 334 230 C 83 h 53.8 294 67.4 752 14.8 294 4A2 249 3BA 291 43.6 241 73.8 294 3A8 237 29.8 294 37.1 734 28.9 794 352 232 224 294 33.5 230 19.2 294 M5 b 822 b 135 b 140 b 1P Ibg 46.8 tae 49.6 23D 30.0 26B 424 225 33d 268 37.5 221 29.2 288 341 218 26.0 26a 31.6 215 23.4 266 29.8 2312 19.6 268 28.0 210 187 768 27.7 2W 146 288 27.7 209 WA 36.0 225 37.9 1B8 30.0 715 32.2 181 267 225 28.4 IBB 225 71522519.8 WA 311 IOa 442 b SW b NOTE FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 178 11.3 715 186 178 E 86111 30.8 202 -320 1P 28.3 182 28.6 188 138 144 19.0 1 128 152 127 16.6 113 25.5 2]2 272 13 236 192 281 165 154 144 16.1 128 2fA 202 23.8 170 W.2 202 203 192 220 182177 182 21.5 167 i8.7 150 17.0 202 19.7 165 157 192 19.1 157 163 14.2 202 164 163 126 202 18.7 1B2 188 155 11.8 190 15.2 iB0 10.9 482 10.1 102 15.9 192 14.4 158202 1W 8.9 15.8 156 TABLE 28 1.00(r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 1 D�37 HOLES TO BE DRILLED IN THE FIELD FOLLOWING FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.L Anchor Capacity Table ba • CONCRETE BLOCK UNIT (CMU) • 6063.7 Af•� B�A NNPYN`1 M YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL • THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045• TYIQK (18 GAUGE). SV WCTUW 31Y.1' B& JT 1•X 2•X.975' MULLION 619.11aW 2.71 c-te THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S,S. 3.5k Cac. Whew CMU F1W CAN PT MW I M.W LIT Elm 314' 6S EC NIT Ek:o 1/4' SS FIN 910 SCI e12 Sled 012 Shd AIzOu Type: 5118•EJm 1.611000 V4'E1e4 Uk9am LAN -I yi6'Ek9 uk- 7N'Elco lxtre9m AgW.Gdu (".m AW.G6br 6erae(G5) Sc"(G5) se"(G7) Anchor Clip Patmms 2-1/2' 1' 2-1? 11/6' 1' z-12' t• z-trr r 1ve• 2• 04S o.SY 0.32r EQ7e pala1ee 611x 1' Esbe81na9M 1-14• 1.314• 1a'4• 1JI4' r 1-t N' 1-V!' 1-1/C 1-1M 1-1/C t -1H' r 7.318' iJ18' wlr 2 ArrAas 9 4.75' Mh. O C. / Stabvd 9r IZZmd UW IFb. 1I 390 IN 390 b 450 b 690 b 7614 b 2111 Poe 2W b 351 b 740 b 971 Ib. 0 DIB 311 b M2IN OBO b 1 Ane�arl @ 1.15' Mia O.G I StaCre (a C•a0 OW IFyt 2T 4B0 IN 7W b WA WA WA WA J60 611 WA NIA WA Wb WA b WA 1897 b 882 M BB5 b BB2 iba B85Im 1120 b 1120 b 4 Arlcllore ®3' kat. O.C. / f2) 275 Arlys C11W / (FD. 3x TSO b 7W b BW b 1Se0 b 1BB6 b SIO b 5W b WA 7W b 7461N eeD WA WA 715b 2 Axhe ♦A 0.45' Wn O.C.I U121p, YBo.i25' Able. (Fig. 431 WA WA WA WA WA WA WA WA WA WA WA WA 170 b 221 b 2W Ike 1 Amtnr / F421p (TBE 5f 185 b 1B5 b 225 b M5 b 822 b 135 b 140 b 1P Ibg 370 b 1871ba 372 b 473 b 2 Asha & 1.15 Mh. O.CI F-04 (FIQ eY 210 b 3511 b WA WA WA WA 1 W b WA WA WA WA WA 311 IOa 442 b SW b NOTE FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: FIGURE 3: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES: 419LrMVK I.AYAt.II i AWY.� i rwcr. r rYnvi�r..r.. (DP_) X (ANCHOR CAP.,,e,,.,�,\ _ ANCHOR CAP.,,.. `MULLION CAP.,�„o„ / USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACfTY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE - 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.00(r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 1 D�37 HOLES TO BE DRILLED IN THE FIELD FOLLOWING FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.L 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SP IFICATION'S-..*kofLr °���,p(,...,O,,,Faaa1 VRFILFED 0 SHALL CONFORM TO ASTM C- D S B� PIS- • CONCRETE BLOCK UNIT (CMU) • 6063.7 Af•� B�A NNPYN`1 M YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL • THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045• TYIQK (18 GAUGE). SV WCTUW 31Y.1' B& JT 1•X 2•X.975' 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. •• ••• • • ••• ••• •• • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O f0 PRODUCT REVISED as complying with the Florida Building tCoodd• NOA-No. 17-0630.01 Expiration onto 05/26/2021 By a Mi * N0.58705 I 'S" 071VAL tE��`. A LYN I IFAII I FR, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • h I TABLE 3A IY19ork Ta•Y l9orwtloatl'+P L4R6#aa)Ot_ _..... N61Yh1 ON 160E q<q O m.r 19271 50 Yi 00in 7oh fob ROo4n9Aa lhpt78ani} RO.Mpw Tftfi16np. RdvVA. - Loaft Lad.9 L-d% Losdnp L-dn9 U-d1q n ;`,':. 90 In 100E 12081 140h tsalp taa01r6a Tnp101ap. RL..ang hL-1v. RxLnWa Tntp71N•1f. to 7L-M. aOOMpAa lL-al 10 Lowing loM9 Le�tl1 L--*v leedlW Lmdnp lmdnp 4oed1• Iaadn9 ^ 8 0: aY ATSAhM WO&• a 4 IL ce C4 Twg�k p 5}p a 2FTube eaE# g 8c� < rc s a fit .. [� 11 �+ Z W 'ARi O W = 170.0 43s 770.0 744 IMB 474 1709 ees 17110 sob 770.0 so I.... 170.0 1116 1]110 621 1m.0 1z10 170.6 5zf 146.7 130+ 170.0 521 127.6 1301 170.0 521 111.5 1301 170.0 521 J 17ao 11711 170.0 7% 170.0 524 170.0 L50 170.0 5N 170.0 992 170.0 AM +70.0 1133 170.0 Mt 1111.8 1119 170.0 877 134.6 file 170.0 660 113.9 1139 170.4 680 B7b 1138 170.0 fiD0 65.4 1139 17110 600 73.4 +072 170.0 758 2 �% � W 170.0 711 170.0 563 170.0 s% +70.0 871 187.0 1032 170.0 504 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 MW +70,0 756 97,9 IOU 170.0 766 63.9 1032 170.0 756 m t.. 170.0 7W 170.0 6t2 1fi1.1 907 170.0 N7 1762 007 1N.7 770 120.9 907 146 720 107.5 807 1N.0 71l %.f %] 141.1 710 80.6 907 140.0 709 69.1 %7 140.0 70D 60.6 907 140.0 709 91.6 574 M W m (� Q 141.1 735 157.5 625 117.8 736 110.7 611 t00.D 7]5 116.0 699 662 776 7062 6% 78.4 735 99.5 663 70.5 736 95.7 578 50.8 736 91.8 5M SOA TJS 01.6 574 44.1 735 766 521 36.1 666 75.8 41 j- Z < ? 121.8 666 130.0 Sm 101.6 ON 111.5 557 67.0 Epp 96.9 517 762 666 %.1 S36 87.7 088 tl,9 631 60.9 665 79.8 570 Me 040 75.6 621 N.5 6B6 627 474 J31 607 42.1 474 U V m Z IL 1 106.0 am 112,4 = %.3 607 951 511 753 607 05.0 501 692 607 77.1 497 58.9 607 71.5 488 53.0 607 67.6 481 442 607 63A 476 37.9 607 !iJ 408 410 50.0 4% 340 510 N.f 402 291 610 444 329 266 610 4{.3 399 N N $ Q a = 72 In SIB 510 tl.D 443 88.0 310 730 474 563 10 N.3 428 $1.0 $10 578 41B 16A 510 S].3 450 36.0 359 21.7 454 36.7 364 J; F J -J Z 78 F 69A 156 721 400 57.5 458 61.7 392 49.6 130 N.i 96S 41{ 468 {4b 778 35.6 456 M.6 373 34.7 458 41.6 356 299 455 37.7 392 7A.4 N.{ 114 22.9 435 326 341 201 435 322 340 < Z N.2 N6 67.0 b1 57.5 435 566 773 469 N5 49.8 3% 10.1 435 K.7 750 367 435 40.9 365 72.1 435 361 751 26b 475 Z < N lab %F 419 727 N.1 280 34A 327 36.4 265 29.9 327 318 290 ffi1 727 28.3 276 212 327 27,7 271 20.9 327 27.7 268 17A 727 21.0 262 14.8 327 18.7 256 77.2 287 193 237 14.4 267 78.9 232 F < r Z i N M O 961. 344 267 3S.4 257 26.7 287 299 252 24.6 297 260 248 213 237 211 214 19.1 287 20A 240 LO o 1061. 242 227 N,7 205 203 727 208 201 17.3 227 18.0 190 15.7 18.0 795 N W Ln � `1 Y 711 h 22] 213 22.7 194 18.6 215 79.1 197 75.9 215 16.6 168 X 1311. 17.6 1N 17.9 167 (7 U ¢ O O Z d TABLE 3B CaNcity Table PT woo0 (D s) X ANl%4QR Ff1W CMU �~ AhICHQR C�• 4P v m� `rod O A U 1.7k nM 3.53 Cm9. �Ci1pP.,�„r. I/afor LMU m YtB' lYo i/N 66 E]CO Yt8• Eko 1/4.89 Elea 910 3" 812 Sfed #U SN 11 Ano-77'W Y76-Eko 1106170 W E4co Meow 110'Ek 51W Eko trim IW Elco LBhemn 'Wgw4Dm Uin-n A0�1 3-(G•,I 0.-r.5) 947w MN USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED MClOrCM PaY9raf r 2-7/r 2• ylre' z 0.46' 0311• e3t{' CAPACITY REQUIRED' CORRESPONDING TO AN as complying the Florida Eos osy� 1• alrr 1• 2-111 y1re" 4. I.•U4• 7yq• 1JN' 2' 1• z-17r ACTUAL PRESSURE REQUIREMENT FOR THE 1-Vf t-V4' 1-IN' 1-11P 1 iN' 1-1tY 7 1J/B" ta•' `6� OPENING, WHEN R IS LOWER THAN THE MULLION ewlED 8uildl NOA-No. 17-0630.01 E1n600inerl 4,75.111►Q.. > t 790b 370 br 4w ms tEHb 270.. 2%a J54 ros 740 3211 374 ro. eN IDs 946 toe N7 roe HzlDe CAPACITY FROM THE TAB OF THE SELECTED -- WA WA WA wA WA 882 Nw 9%b' 1110os �9Pintton Date 05126/2021 4 AMhas01.15•Mh. O.G/Satawd W-) Clp F11T 4BOW 7%he WA WA WA 344 ®s _74'sft 660los 1892 W4 5821Da 8651Y8 1120 h MULLION.TWILL YIELDAM�NIMUM ANCHOR 4 Al G 0 3' Min O.C.1 R) 2x5 Anpn C8P0 / 1719 37 7B0 911 7BO M 6B010e 1560 019 16%•9 3101h+ fiBo the WA 760 br N/A WA WA WA WA WA CAPACITY WHICH MAY BE USED TO QUALIFY 775 bADDITIONAL 9 y 2 AncMa 0 OAS' 0101 O.C. / Utllp, hto.125' Alum. (Fp. 4j WA WA N7A WA WA WA WA FROM THE 1 775 932 tw roe 177 rn 370911 1871b 3321bs 473 be 170 IDT 221154 290 hs Miam a rouct ontr 1 Andnr l F-C9p Rip. Sk 195 b 195 bt 225Id 440 NO ea qts ANCHOR CAPACITY TABLE. WA WA WA NIA WA 347 IDs 442 roc 580b 2Alplas i. O.GJ 6 2401. 510h WA WA WA bFFSEiCT]P;`USET5A14TE'A CHOR PATTERN AND ANCHOR VALUES AS THE i1E WA 190 Ra STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. NOTE: FOR THE FIGURE 2: 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. 77111 4 +57 (NTERPOI ATIOIt 8Ei1�� HUES LENGTHS MiQOR OPENPIG WmTHS13 ALLOWABLE. ..dap-". LY(JN417,,' � �-•' LICEM � �. �� FIGURE 3: EXAOT OWEN610YS, WE WiEWS 11-23. 2.750" 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTION• SHOWN ON SNEEi6 2123. • • • 00: * No. 58705 •' • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIORS+ : : : : : • * _ ANGLE CLIP MUST BE USED IN PAIRS. l! 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 Si%C7FlLOI1TI&S. Hb&OW AND G +Fb^- IL" SHALL BE PRESSURE-TREATED .376 /� • ` p �T ••. •(V�` 5: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD AN SG OF 0.55. ALUMINUM SHALL BE 50833T5 AND BE A MINIMUM OF .125 A: 5 TE �S1 FIGURE 4: FIGURE YELLOW SOUTHERN PINE WITH THICK STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE).STRUCTURAL STEEL TO RF AT r x 273 x arr 9.7131011 EYQpjCy 'i •'F��RtUo: •'• ���� G . __ THRC�tis: LEAST ISTEEL R 0 EP THE MATERIAL #10 #'.2 ANCHORS INTO WOOD MAY JE STEEL,"S.S. ONDAT S.S► i'i • • • • • • • • A. LVfVN AatL�.ER, P.E. • • • • • • • • • • • FLP.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0** • • • • *00 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • �n TABLE 4A x Mullon Capacity Table ObBR6 hori nr Id"parrirg mlli0m) � OpenbW Widtl1(kl will e4-91)e1111in0 Mk1ftn5) 0rOp9n1n0 HMOht(for 801. 100 in 1201. 1401. Iw in 50 In W In TrIp7T6eq. PecM•rr TnP'ir.W 70 in 801. Rwt.Wr TtW-Mang. RwbnPtr TmOTA 19 RII9WOA T-or7Ar19. R.ctrptlar 11aN7rYn6 ftchr481r Thp7Tr1•r9• R.dagltr TraWTrIa19• gxarlpar TryRri•p_ Loedrl9 to.dn9 Loedn9 In.drr9 �i v 1 X 2767c Realal•Yr La.do19 8 Laedrp to.dn9 LoOdltp L.W% Laedr• U .*V I-" Loadry L -*Q Lo.dn9 LoMr• Ln.dtq .660Mmt �$• y y �• F �.. y y @ Sc ? @>�.u u§� Muubs ton� @�. u u uou u u u u u O uv u u uu 6p� spy � 7ae T¢}�EQt t� �� e� gg 5� ta+� S2t�$i° d iC dr Tiirl; qo'ilfo �& c rn °°� w Z W da d f� dd dec 0-g rc3 2 i s w � x 42 in 170.0 Sm 170.0 435 170.0 744 170-0 475 170.0 666 170.0 Sob 170.0 992 170.0 s10 170.0 1716 170.0 527 170.0 1240 17x0 521 1760 1466 170.0 SZI 156.7 1620 170.0 521 198.5 tom +70.0 521 J to J bin 170.0 7/OB 170.0 524 170.0 850 170.0 561 170.5 892 170.0 830 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 110.0 680 121.5 1117 170.0 GSD 108.7 1417 170,0 880 f EL 3 = g 50.RSN 170.0 7!7 170.0 563 170.0 eB8 170.0 831 170.0 16M 170.0 884 170.0 1195 110.0 727 1626 1298 170.0 747 146.3 1286 170.0 758 721.9 7368 170.5 756 1M3 1266 170.0 758 91.1 1266 170.0 758 O m o CO 5/ in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 607 133.9 1130 170.0 837 170.6 1130 170.0 858 100.5 1170 1760 881 68.1 1130 170.0 681 753 1770 1760 681 C9 W F 170.0 665 170.0 701 1163 0:5 182.3 781 125.5 915 144.5 748 108.8 915 1323 737 97.6 915 123,9 728 87.9 915 118.5 720 732 815 174,4 715 826 015 11x.4 715 Sl9 919 114.1 715 Q 117 Z BON 63 in 151.5 030 18t.9 710 125.5 630 136.9 891 1118.5 030 1232 681 94.9 0A 1122 810 b/.l 830 7M.6 882 75.9 630 99.4 856 833 630 81.7 819 51.2 630 94.1 619 47.4 630 91.1 610 757 78Z 591 41.3 757 781 591 z z LU m _ Z i { S BBN 1321 757 140.0 850 110.0 757 119.6 Gift 91.7 757 105.8 824 625 757 98.1 614 73.1 757 0.1 808 Wo 757 611 600 55.0 757 79.0 593 172 491 O J 721. 101] 837 108.6 552 64.8 876 91.0 510 727 838 80.1 710 83.8 676 T2.2 521 665 G!B 863 514 50.8 836 823 508 42! 676 572 500 76.7 838 55.3 487 91.8 638 552 K J Z 781. BBS 571 9J.1 198 12.1 571 78.6 116 0. 71 6'7.4 478 54.1 571 80.6 471 48.0 571 553 464 43.2 571 51.8 459 360 571 Q.0 451 369 571 W.6 4!7 21.0 571 1..5 418 N Q r 76117 80.0 742 83.1 47! 88.7 542 7D.5 183 57.7 542 6,2.1 456 50.0 642 56.7 449 44.4 S42 STD 442 40.0 542 473 437 333 542 42.8 429 26.0 542 40.6 425 25.0 842 40.1 425 319 Z Z Q BON 521 407 53.7 761 434 407 45.4 955 172 407 39.6 319 325 t 4W 35.3 343 28.9 407 321 378 28.0 407 29.6 334 21.7 M7 m.t 327 18.8 407 24.1 371 16.9 407 23.0 F sZ co cerpp o O $8O 961. 42.9 350 44.1 320 35.e 358 37.2 314 30.7 359 32.4 309 28.8 1 358 20.8 3M 238 950 26.1 300 21.5 751 24.0 296 17.8 356 21.0 269 15.3 758 182 284 in x r� 106 N 90.1 287 30.6 255 25.1 283 25.9 251 21.5 253 71.5 247 18.8 203 18.9 244 18.7 283 18.0 240 161 263 165 277 N W n Y Y 111 in 27.6 267 28.3 242 231 267 A6 236 10.0 261 70.5 705 17.3 707 18.3 231 15.{ 207 18.5 726 i~'.i X Q 31: Q 1200 220 229 227 26 163 270 18.8 205 15.7 Z29 162 202 Q Z ANCHOR CAPACITY ADJUSTMENT FORMULA a TABLE 4B Anehor a Tabk be ANCHOR A.,.,..,.. cMu Fae4 cAu vi lAbod M.W (DP,„)X( ANCHOR CAP. O " O ° l RZ b'ale:z.7k Comrr4 3.5t Ca - 11919r 5/10-.1x0 t/4.66 Em 916• Eko iH' $8 EW 610 See 412 31M 912 8 MULLION CAP.,e,,,,e, r type: 118' Elco lllte.rl 114' Elea lAbaeal� >'ta El.o LMb.can v0-' keo UOreom Apprr3anr� any, (G� i:olan K1A 9mea (057 USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED u c0mplyin9 with the Florida Anchor Clip PaUema r 2-1rs• r z-12' r s1ro" 2' 0.46• IS' o.u4' CAPACITY REQUIRED' CORRESPONDING TO AN Blind .1 code a. Mk r alrr r 2-1f7 3nr6• I-1/4' Y 1J/6' 1418' vrk. ACTUAL PRESSURE REQUIREMENT FOR THE NDA -No. 17-0630.01 M I3L4' Rt-Q 1 134' 1-71.' 134' 2 1-I//' 1-114 t-114•1-1/{' 341 as 442 0-r sa0 d OPEN W G, WHEN IT IS LOWER THAN THE MULLION Z Anehae ®1.75' Met O.C. I9 and orFl6 17. 990 b 7 390 b 450 b. 890Ibe 1641 W 270 21011e 3541bs 740Ib. 314 b 654 1b. 9161.4 WA WA WA 882 b BBS 1170 Oa OF THE CTm ROM THE ABMI'1MUM FWILL Expintlon Date 0$/26/2021 4 Ancbrl ®i4 Min. O.C. I Smndmd (arF4. 2T 480 W ANCHORLE) MUOM 1ITCAPACITY 700 b WA wA WA WA 3601st WA m. s4orn saD 170 wA 780 Oa 74e ios eeo tw le9z 1be 1182 M. 1120 YELD 1pr. Q 7' MN. O.O / Q) 2rs Aff19. 3T tao a 760a Sao 60- 1560 970 10-96 CAPACITY WHICH MAY BE USED TO QUALIFYBY WA WA WA WA WA WA 715 Oa Miami--Daroams Com 2Arcbae �I)A Min.O.C.1U479.6110. Fig -4): WA WA WA WA WA N/A NIA 177 370 Oa 187 e. 332 IM 473 90- 170 Ib. 221 Ib, 28060- ADDITIONAL ANCHOR OPTIONS FROM THE 1 Aralw/ F-CLp (FI9. 5): 191 b - 18515. 725 M 446 b 871 as 135 On 1401bt ft iba wA WA WA WA N/A NI Ox 1.2 u0- 560104 ANCHOR CAPACITY TABLE 2 Alah.n ® 1.W Len. 0.01 F-fllp (Fq. 0-k 2{D b 3501! WA NLA wA wA 199 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE 2-- TABLE NOTES: --1 1.500' I 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. IS SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111ullnn 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 6 ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FW* XACiDIMEBISONS, S61E SHF>�fS•Tt-23.• • 2.750' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIBNS6H(WN ON SHEWS y-23• �1� J�NS/c •'• �(� Q'.• ` . •. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • NO. 58705 S ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SP�AT�tla H(f l�yr AI� GROIFIa-E • • F{Aj l f� SHALL CONFORM TO ASTM C-90. WOODS BE SSU}iE-TR T� p '. Q: C FIGURE 5: FIGURE 6:BEAT' CONCRETE BLOCK UNIT (CMU) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125• O'n ••' ATE FIGURE 4: THICK STEELT STUDS TO BEA GRADE 33 AND .SH THICK GAUGE). STRUCTURAL STEEL TO THREADS BEYOND 1 • X 2.75 X .650' MULLION % tC ''• COMOI'.•''• ..... ��'�,; N AT L JI LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW .125"L ANCHORS IIILLLLIII • THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAYBE j1t@L, iRs•S•'. OR 4: S.S. • • • • • : 0:0 IIL. 70rN'JAL 'E 1 . ��III - • • • • • • • • • • A. LYNNIAi1ILLER, P.E. • • • • • • • • • • • FL P. E.# 58705 0** • • • • *00 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • I I�DLC �/i 4 YtlNan Capacity Table F-1.000'-1 FIGURE 1: FIGURE 2: Opening Width (tr 5e61a0paparring mullions) or Opening Height (Tor ham0rbh1SPerrirl8 Millions) - 501n son 70 in soh 901n IMin 120 in 1401. 1SDn Rechnyl• TnWTieg. Racdgda Tnp7Ran0. Red•1•Ile TraWNap• Reo4nPLr TraWOiDg. Reonal0lr TrsplAlelO. Ii1cWgWe T•Wft q. RwWwLr TnWT-V. L."M Loeft Lo.&Q L=fto Loe*q Loft RedaWiw T-07deriy Redaoiw TeW7—'% L.",V Lm� Loadlp Laadrg 1" a 3.126" x Loed.V Loafing Loadrry L=IBV LDa&p Lo"M Loadrq Loafing u .600"Alum � Tutee Mull '',. v t % =� � � ., a� � �^. ei6 1g 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE*FOR a&(9r DIMEAlONSPSEE SHEWS 21430 s a s@ fi$ IT;�il ITli� Fe HOLES TO SE DRILLED IN THE FIELD FOLLOWING DIMENSI AL RESTRI�T J&,O�N T SMEE%2'P 3. UD S19 Hco AKM'1)'pC 3,1E QtD URrtm VI•IXDVralton Upon 3'1lt Eko URozm V4•IXOUI2Con AnchorCNp Patbms THE U4- SS Eko I 810 Steo 1 812 SIM I 812 SW AgpWiaar Sc (G5) S— P5)1 S—(05) 91'/I.RUR L/V"wW r i wWUa muar r�n�.sw X (ANCHORMULLION _ANCHOR CAP.,,, ` USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (~j 4 tq F-1.000'-1 FIGURE 1: FIGURE 2: TABLE NOTES: Xg u CDMc 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. LO SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 j u 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. 3.126' FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE*FOR a&(9r DIMEAlONSPSEE SHEWS 21430 O c ZmppO Fe HOLES TO SE DRILLED IN THE FIELD FOLLOWING DIMENSI AL RESTRI�T J&,O�N T SMEE%2'P 3. U FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATtyS. • • •*• • e • • • zz •• CONCRETE SHALL CONFORM TO ACI 301 >i1rcCIFlCj1�aNS. HQyOW Ajl� GFj�lJ�F111�� • '-T ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6068-T5 AND BE A MINIMUM OFA 25' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1" X 3.125"X.51 MULLION • IIIDIII�IIIITIII .045' LEAST. 125" THICK AND THE MATERIAL. #1 & #12 ANCHOR ANCHORS WOOD MAY JPWEE EE S.. ALL ANCORS INTO DS. 0141AT LEATS3SSCREW THREW e BEYOND 0 METAL• (1' VF MULLION) -�11I lLi1� •• • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (~j 4 tq ..G OD D ax Xg u CDMc W LO LU 1 j u 4 Q) O c ZmppO Fe a�� U A�Iod- zz PRODUCT REVISED as com Ing with the Florida Building ods NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY i aQpY LYN'v"',I,. �.: No.58705 % ZTE * - A. LTNN.Jkk, P.E. FL P.E.# 58705 IFSOLG Vp 2 Anchor CaVP Mul9on Capacity Table (ibs)R ) U) N N Op•4eng Width (lor%artiml"pannng muilons) or Opening Height (for IvA2wD61y-spemMg mullions) o ® LU SnE6tral� 2.7k C1-- 50n 80h 70 in eon 901. fWh 1 i 1401n Z 160a FT Wo6d Reabnpfa npTri••• TWT RemrW T®p?m9g R -d -FA. Tlwmau R WQA. T-wTd-9 Reefap8r TmW7wv Rx1•pYr TrW'M.% RKtw0M• Trly/Tdr19 1b Trap/idary. Red.0A. Ttspl IhI 1 x 4 x .125 U"'v Lesdn9 Id<t9 pa Lear}• LOwrg I.&* Lea•• I.oedrtp Ln63,9 Laadr• Icadrnp L.dn9 LeadV L-edrl9 Ioedtt9 U -ft L•Idro Alum or Mullion 7' 2-10 r 3.1/9' Y 0.48' 0.54• Cam. Ernes¢n•tl M7 1-314 1-314' � Sg a$ y� Z' 1 5� �g g�g � ggg g 5by 5.5 a� c� �a �E■ a 12,■ g6g� MA � 'E■ � 1410 5a■ ae 1d•' We6 2 A.•eh¢s 0 4.75 Mh O.C. / SYsdard S$ a �c ( 56 323 d� MIA - c C d0.T 2 43 1644 b 27D b 42n 170.01 170.0 ttm 170.0 435 770.0 744 170.0 478 170.0 868 170.0 506 170.0 962 170.0 519 1700 1116 170.0 521 170-0 120 IMOD 621 170.0 1488 170.0 521 145.8 1409 170.0 Ml IVA 1489 170.0 521 48 n 170.0 706 170.0 524 170.1) 650 1740 504 170.0 992 170.0 670 170.0 1133 170.0 6B1 770.0 1275 170.0 877 158.7 1700 1700 680 130.7 1303 170.0 00 111.7 13M 170.0 680 97.7 1303 170.0 680 50.873 n 170.0 747 170.0 663 170.0 898 1701) 631 170.0 1048 170.0 8114 170.0 1185 170.0 723 156.1 1235 170.0 741 140.5 1235 170.0 756 117.1 1235 170-0 756 100.4 1235 170.11 0 758 67.6 1235 170.0 768 54 n 170.D 797 170.0 812 170.0 06 170.0 091 170.0 1116 170.0 754 154.4 115a 170.0 603 1371 1156 170.0 637 123.5 1156 170.0 556 1029 1158 170.0 861 66.2 1158 770.0 861 T7.2 1168 170.0 861 00n 110.0 585 170.0 701 166.7 1042 170.0 797 1428 MM2 161.1 612 125.1 1042 1467 615 1111 1042 135.8 801 100.0 1042 1302 791 8370 1042 125.1 782 71.5 ID42 725.7 782 625 1062 125.1 782 e3 n 170.0 930 1740 745 1512 992 1616 816 129.6 895. 144.4 799 113.4 962 131.0 782 100.6 862 121.4 766 90.7 992 114A 756 75.6 982 100.4 743 84.8 002 100.0 744 587 982 108.0 714 awl, 5.8570 9Q 1740 789 137.8 947 146.0 70a 116.1 1)17 1]0.3 780 103.4 947 117.7 752 919 947 108.7 738 627 90 7022 727 e6A 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 72 in 776.1) 849 141.7 737 1132 819 121.6 771 97.0 00 1089 706 94.9 a49 96.4 ON 75.5 619 05.7 606 67.9 649- 75.3 659 610 92.7 676[1.4 48.5 848 725 VM 425 u9 72.4 665. i 76n 716.3 62 120.7 665 96.3 762 102.6 852 82.5 762 90.0 610 72.2 762 60.9 679 64.2 782 74.2 620 57.B 762 691 613 762 62.8 602 41.3 762 60.9 60 381 762 59.4 We f 78n 7624-,12,,0-744- 108.9 762 11170 634 111A 724 94.6 621 76.7 724 829 600 68.8 721 74.4 589 59.4 724 681 591 63.4 724 634 583 724 67.3 5T7 382 724 54.3 567 33.4 7M 53.5 565 90 in 00.9 643 71.0 403 66.0 643 60.7 474 49.7 513 62.9 466 43.5 613 47.1 466 3a.6 53 42.8 452 34.8 643 395 446 643 34.9 176 24.6 54] 321 430 21.7 613 30.7 420 >bh 67.3 470 55.9 427 47.8 478 49.7 419 40.9 /76 431 112 35.8 {70 J0.5 406 3L6 470 3470 400 267 as 320 31)6..478 23A 300 17-9 478 X.2 376 loan w.3 371 {7.1 341 b.s m 34.6 335 28.8 111 30.0 330 732 m 26.5 325 224 377 24.0 321 20.1 m 22.0 317 377 19.0 310 14.41n n.5. 304 IIt n 37.1 367 3770 327 30.9 35731.8 318 261 357 27.6 313 23.2 357 2470 309 20.8 M7 73.0 305 16.5 357 20.1 301 157 17.4 294 12D n 29.3 30B 29.8 279 24.6 308 73.1 274 21.1) 308 21.7 270 18.I 30a 192 761 18.3 300 17.3 263 1Mn 17.0 212 17.2 196 IFSOLG Vp 2 Anchor CaVP Table U) N N o o ® LU SnE6tral� 2.7k C1-- o 3.51, Cm0. 1 v X a [315.3 0 H.M. Cmu Z FWI C111i FT Wo6d Maw Anchor Clip PMMMS Ander 7ypc 3115 Ebo U6mpn 1M' Eko 118mam 3116' Bco Lift- 3116' Ek:o tmacm 114` E1oo Nbxm 174` 88 FJcO 3178' (3co 7/{" 59 FJeo Ni0 S""a AOaraG W �� ApareGw•N Serer (GS) 912 Stew 612 Std a- Ins) B6mw (05) EOpe DIM-Cmk 1' &12' 1' 2-12` 3-tIe" 1` 2-1? 7' 2-10 r 3.1/9' Y 0.48' 0.54• Cam. Ernes¢n•tl M7 1-314 1-314' 1314' 1-314' Z' 1 1-114' 1-1N' 1419" MA" 1-1/C 1410 7 13/3' 1d•' We6 2 A.•eh¢s 0 4.75 Mh O.C. / SYsdard or 08bet COP ft 18231 39-M _56-Y-. 450 IN 890 b 1644 b 27D b 2001. 354 er 7M b 374101 564106 946 b 341111, 4421. Mo. 4Amt1a102.24Mnn.0.C./StWKard(dO C1b 0=•.0 IMM (Mb 5801. 141011a 9521. WA 500 1.s WA 6301. WA UO e. WA 682 ft 585 161 11201. 8 An 01.15 Mh O.C. 16trdad (r OR60 Cop FV. 4k _9Fft_ 1400186 WA WA WA WA 7801. WA WA WA WA WA 1363 b 1710 b E. b 4 Amhrov 0 3' Mh O.C. / 0212%5 Ang1 dps l (Fp DY 780 b B A.M. O T MBL O.C. / R) 2n5An91e ata 1(1`9. ek 1I'. 780 b 17701. 880 b 10101. 1580 R. Mt. 1686 b 28441. UO b 810 2. 580 b. 810161 WA WA 760 b 110. 70 006 1122 ns BSD I. 172011.6 IOU b 28]11. 682 b 1@21. 885 b 7]271. t120 b 1001. 4 Amhws 0 0.44 Mn.O.0 / LLpip, into .125' Alum. (Fl8. 71' WA WA WA WA WA WA WA WA WA WA WA WA WA WA 14301. 2 Andere ®2.Zi' M'e. O.C.I F-plp (Fl0. Bk 360156 950 b 290 ea 705 b 475.. WA 2801. WA 375 ar NIA 410 •s WA 341 1. H21. 1160 b 4 Andlom 0 1.15' Mh. O.C./ FQp (Fl0. 9k 48011)6 700 b WA NIA WA WA 380 b WA WA WA WA WA 882 9a BB5 b 11201. 11 C: run imm Vrroc, Vur, vJc enc wv��c,-•,�v,.�,.. ... •............ ....�..�.. .. �.--_.._ ..._. FIGURE 1: FIGURE 2: FIGURE & FIGURE 4: FIGURE 8: FIGURER FIGURE 5: FIGURE 6: FIGURE P ANGLE CLIP (FIGURES 5&6) MUST BE USED W PAIRS. gKI:KUK LAYAI.nIT RL.IUJr mcK rVrV•Vv�. (DP-) x ANCHOR CAP.,,s,,,�\ _ANCHOR CAP.,m MULLION CAP.,•s,2 USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTt4*0I> #&ENftNG. Iiift IS AtO f;1.1 -E0- • TO BE DRILLED INTHE FIELD FOLLOWING D MENS O3) MULLION AND MULLN CLIPS SHOWN ARE Nl�. RE %C RT1 N$�•SH�A?1 N ETS 21-23. HOLES 27 z�FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. tee, • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOLITHERN PINE WITH AN SG OF 0.55. ALUMINUrA 6OB3-T5 qDBEAMINIMUM Sj�UD AND A36- ALL ANCHORS HICK STEEL STUDS TO BE A I TGRADE META ASHALLEE"ND AT WAST 3 5 C EAgS BEEYO��E TM�ER 25 THICK #12 ANCHORS INTO WOOD MAYBE STEEL, 184S.% OR 46D S.S.• • • • • • • • • • • 6 • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --j 1.000• (--- 4.000' .125' rxa•z.12s� MULLION SQ 2 L U) N N o o ® LU X o v v X a [315.3 0 Z a U) 0.Q PRODUCT REVISED as complying with tit Florida BuildingCods HOA -No. 17-0630.01 Expiration Date 05/2612021 0a NY LYNN "I op .......... * : N0.58705 0, nATE �S10NAL A. L'APJMILLVPi'P.E. FL P.E.# 58705 INOI_C /M Mullion Capadty Table Ob Openhg Wlttth(w eerooBBy-sperNrg mWoro)orOpening Height(7Qhori2Ardajy pering mli041I!I) 6020 60 1,, 701. Sob go in too 11 IN in twin ISO h, Re0WVUL& TnNTawo. Rertal•0• TNprilde119 RecbrwW 71aprTdal9 Raalagd• ThIp/M.0. R. -VA ar T.*Tdarg. RlelargNa TraprTdag. RmN• 11IM d•rg. Rmt-gd• TAp7Tltarg. 11.tanplr TFwfTnwq. 114 x.37b left Loed.B L..dwg L9ad119 Ladn9 Lnadig Lmdng lwdrg lading LDadn9 L -&g ,020-0 L.&V Leadw LAadrg Loldtg I.a•dnB Ladlg Alum. TLbe ggr r r r $$r £ ug M , 3 <g r4ain 170.0 a0 170.0 435 170.0 )u 170.0 478 170.0 aes 170.0 508 170.0 992 170.0 519 1700 1116 170.0 521 170.0 1240 170.0 521 1740 1460 170.0 627 170.0 1735 170.0 521 170.0 1963 170.0 521 170.0 706 1700 724 170.0 630 170.0 SBH 170A 0.42 170.0 8]0 110.0 1133 110.0 661 170.0 1275 170.0 877 170.0 1411 IN.0 B60 1740 17W 170.0 600 170.0 1963 170.0060 131.6 2021 170.0 6m 170.0 7{7 17A 503 170.0 e96 170.0 631 177.11 1010 170.0 664 170.0 1195 170.0 723747 17.0 14% 170.0 758 170.01793170.0 758 158A 1919 170.0 766 138.5 1919 170.0 756170.0 797 170.0 612 17x.0 956 170.0 W7 170.0 1+16 170.0 751 1740 1273 17.0 603 170.0 1434 17.0 837 170.0 1594 170.0 ase 159.9 1796 170.0 MI 137.1 1799 17.0 64t 1200 1799 17.0 am 170.0 abs 14.0 701 170.0 1063 17.0 7W 1740 12w 17.0 616 770.0 1417 +70.0 9H 17.0 7594 17.17 996 155.5 1619 170.0 1033 Me 1619 1740 1063 111.0 1610 170.0 106397.2 1010 170.0 1x63 17.0 930 17.0 7w 170.0 1110 170.0 NO 170.0 1302 170.0 aw 170.0 taut 170.0 1015 156.7 1642 17.0 IW6 141.0 1542 170.0 1122 1176 1542 160.5 1158 100.7 1512 tBTA 1167 60.1 1542 167A 1137 170.0 074 170.0 789 170.0 1169 175.0 903 170.0 1304 170.0 1002 160.6 1472 170.0 1085 1420 1: 1640 1146 126.5 1472 156.6 1130 107.1 1472 147.0 1100 91.8 1472 146.0 1104 80.3 14n 146.0 I'm Rin 170.0 106' 17.0 bre 17.0 1213 170.0 1009 150.8 1320 1662 1101 1320 1320 149.9 IOU 117.7 1320 724.6 1068 105.6 17ID 126.9 1049 66.0 1320 117.0 I024 754 1320 112.6 103 66.0 1320 1125 1012 71. K12=1.0 037 149.6 1184 159.4 1013 f2A2 1120 139.8 891 1122 11x4 125.7 77B 99.7 1164 115.3 964 WA 1184 107.5 952 74.6 11" 97.6 035 64.1 1184 93.1 027 W.1 1164 927 925761rt 0.0 967 13x.4 N24 117.0 966 1146 1121 128.8 917 103.8 1124 115.0 931 823 1124 105.8 816 87.0 7124 Ba.S 900 662 7724 W.D WO 59.3 1124 61.3 601 51,9 24 812 87a 157501.3 736 772 Su 021 724 67.6 6H 75.3 712 60.1 841 66.6 702 61.0 614 61.N24�j 693 45.0 W 54.2 677 38.0.dM p.796124 .6 603 7424.2 652 43.6 742 67.2 641 55.7 742 Sol m1 49.6 742 541 6x2 44.5 742 49.8 Ell 37.1 742 43.6 ®70 31A 742 38.6 690 27.6 742 37.6 501 700 in 3.9 530 521 666 518 521 k.7 308 146 513 39.1 546 41.4 505 34.0 SW 37.3 496 J1.3 806 8.1 5g211 727 586 24.6 472 19.5 565 24.7 456 111 b 6.8 503 48.0 555 40.6 495 412 655 429 497 36.0 655 wo 4617 32.0 856 342 473 246 555 5 20.6 FSS 24.3 u6 10.0 555 224 142 127124 15.8 475 444 473 b.0 300420475 37.7 110 28.6 475 29.7 411 25.3 473 26.6 w9 220 473 4 18.J 475 1fl7 347 113 475 17.2 3B7 1uH 78.4 330 247 305 220 330 221 ]01 ta.H 330 19.3 297 16.5 330 17.0 203 IAtlLt /tl F MehoT CapaM TableObs) 4A n 0 $ 0 � c� me x oYo X 3u tote: 2.7k ata Z Z 13.0 C... Ho1ew CMU v, FEW CMU PT Wood Meld L) 9+Uh� 1f{A�� 5178•Ea0 7/4'55 [iko i106tetl •126taN •123ted AlI4d10r CMp Patlemi Anchor Type 3f18'Ebo Ulhnoan 1A'Ek11 UOreoot 3176'Boo IllVson 1!4'Eko tlaadon lnaca Ag018Gear Scxw (CaN Suer ((i5) 9ae4(CI51 E09e 6amnae Mk I. x-1? r 2-1(I 3.vB' r 2-7fC r 2-113 r 3-vS r o.4B• 0.54• 0.324• E.N*-I (ht 7.Y4• 1-0'4' 1.Y1' 7-314' 2 1 -VT 1-V4' 1-114' 1 -IIP i-iM• 1 -LC 2• 1�8' 7J16' ,ares 2 Anolwe ® 475' Vh. O.C. / SWNnf a D•a CLp (Fig. 162k 30016. 390 ae 450 he 890 IN 1644IN 272.1 280 [ILL 354 In 740 0x 374 itti 064 b 910 the 341 IN, 412 IOa 560 De 4 AncDae • 2.25 Min O.0 / Balled (a Obal plp (F47 3): 70016t 700 Yfs 500 Da 1410166 852166 WA SW IDa WA 870 as WA 880 d WA 6B21be 448306 1120 ha 8Arg0oo @ 7.13' MIA O.C.I SleMad (or OpeO C14 (Fg.4t 860300 1400 The WA WA WA WA 7B0ID4 WA WA WA WA WA 1363 b 777100 2140 016 4 A -h- 0 r wa O.C. / (27 20 Arya COM I (Fig, 5t 780 IN 7B0 Ma 680 M 1560 IN 1886 an SIO 6a 5BO hs WA 760 as 748164 BOO IDM 1M IN 682 Ibe 885 it. 1120 b 6 Arclan 0 r k6x O.G / t2) 3s Ards C6pe / (F4- BI 1170 Bx 1170Iha 1M IN 2340 300 2841 b MOIL 610IN WA ltw b 1122 ha 1320 6LL 2B9B ma 1022 iha 1321 •a 7660 b 4 Anebaa 0 0.45• Mh O.C. / 1101, tdo -125• Ahs. (Fg. Tt WA WA WA WA N!q WA WA WA WA WA NU WA WA NM 1430 aLL 2 A Im 0 225- Min. O.C7 F -q4 (Fig. Bt 350 aLL 350 Is 290 m 706 aLL 478 ha WA 290 we WA 315 p WA "o IN WA 311 d 442100 560 b {AnoD9.01.1r Mint OC/FG'g 0=g. 9t 4w0as 700 he WA WA I WA I WA 1 380 IN WA WA WA NIA I WA 02 ale Mlbs 11201. AN4;HUK UPWAW I T AUJ W I mCll l rvrtAa Vw: (� ) X ANCHOR CAP„e,,,,,, __ ANCHOR CAP.,„ `MULLION CAP.,,,,,,-) USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUE5 AS THE STANDARD CUP. --j 1.062" f` FIGURE 1: FIGURE2: FIGURE T FIGURE 4: FIGURE 8: FIGURE 9: • • • • • • • • • • FIGURE b: FIGURES: FIGURE 7: ANGLE CLIP (FIGURES 588) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEP SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. •• ••• • • • • • •• 3) MULLION AND MULLION CUPS SHOWN ARE NOT 1O SCALE. FQOR EJA CTUhMENSAN� SE • SHOWSHEETN ON SHEETS 21-223. FIGURE21-23. HOLES TO BE S SHOW S IN THE FUGGES5� FAZMA:12 O T1 F S • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND • • • GROUT -FILLED 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 806.3-75 AND BEA MINIMUM OF .125- THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045• ,375• THICK (18 GAUGE). STRUCTURAL STEEL TO BE XT THICK D IML ANCHORS • • INTO METAL SHALL EMEND AT LEAST 3 SCRENETj --gEEYOND #10 6 #12• • 1• X 4• X .37S. ANCHORS INTO WOOD MAYBE STEEL, 18-B S.SQ 610 S.Fa • • • • • • • • 'T -MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as romPlying •r with the FIlda Building P= HOA-No. 17-0630.01 Expiration Data 05/26/2021 `.�1kaNY LYNNr'''%, * NO. 58705 SATE F .� • lV�: /,,A &NNNMjla& P E. FL P.E.# 58705 F M 4A n 0 $ 0 � c� me x oYo X D Q Z Z O v, L) PRODUCT REVISED as romPlying •r with the FIlda Building P= HOA-No. 17-0630.01 Expiration Data 05/26/2021 `.�1kaNY LYNNr'''%, * NO. 58705 SATE F .� • lV�: /,,A &NNNMjla& P E. FL P.E.# 58705 TARI F RR AnchorC6p Patisms An[M Type slit Elco Unrxm I yr EY:9091econ' Ull-I 3'i6'El<DU99rm I yr EkoUArMm I Ag7eG" I U emm0( AgpreGan l se"(GSIS 036) 3cre.3Pi) CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 5: • • ANGLE CUP MUST Mullio41 Capacity Table h BE USED IN PAIRS. FIGURE 5: Open919 Width (for vwvmlyspsming m30ra) or Openwg Height (for hod20fdL0}-Spar9B11p "ons) 50117 W In 7D In 80 In 90 h IOD In 120 h 140 in iN n Re luigi. I Tr.WTfto R-dmV" TnpnMnp. Ft.dmiWsr Tnprning. R. ---W. TN -TO -9. R-bftW T -PT". Red -VA. Traprrd•19 Rst4n•d4r Tnp?d•19 R90Lrodr lleprfrian9. ReC npler Tvpnnag. 126"a lnadrp L9edn9 L -1n9 Lnadnp L09drg Lwdrg Losdn9 1�9 L�9 Leadn9 L9edn9 L99drg Loedlg Lmdn9 Iaad919 Lerdrlrs9 L99dng LOldirg 116Alu .266" Alum rYba Mull t a .. s=' $ - t �g 3 J s g 1, 6 aJqj @ -11- 2 1 fix 1 2 21 42 42m 170.0 Bal 170.0 436 170.0 744 IMD 478 170.0 635 1700 506 170.0 962 170.0 519 1700 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 621 170.0 1735 170.0 521 151.6 1769 170.0 521 481n 170.0 706 170.0 524 170.0 650 170-0 561 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 105 170A 677 170.0 1417 17MD NO 154.8 1518 1760 6N 132-7 1516 170.0 NO 116.1 1518 170.0 660 50.625 in 170.0 747 170.0 563 170.0 696 170.0 631 170.o 1016 170.0 661 170.0 1195 170.0 723 170.0 1345 170.0 747 187.0 1468 170.0 758 1392 1468 170.0 756 119.3 1468 170.0 Me 104.4 1468 170.0 756 6<h 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 764 17MO 1276 170.0 IDS 1631 1376 170.0 837 146.8 1376 170.0 856 1221 ISM IMA 861 104.9 13M 170.0 681 91.7 1376 170.0 661 W b 170.0 BBS 170.0 701 170.0 1053 770.0 797 158.9 1155 170.0 678 139.0 1171 187.4 930 123.6 1158 158.8 919 1112 1158 1500 912 92.7 1169 144.8 905 79.4 1158 144.6 905 69.5 1158 105.8 905 63117 170.0 930 170.0 745 160.1 1051 170.0 650 1372 1051 155.9 8621 120.1 1051 142.0 S" 106.7 1051 132.3 937 98.1 1051 125.7 630 60.1 1051 118.5 612 119.1 821 60.0 1051 119.1 121 3561 167.1 967 170.0 789 139.3 957 151.6 80.5 119,4 957 134.0 760 104.4 551 121.6 7n 92.8 957 112.6 767 07.6 957 106.6 759 60.6 957 105.0 750 08.9 748 52.2 957 98.9 748 72h 1267 W4 1352 ON 107.3 604 1152 611 91.9 B94 101.3 671 00.4 604 91A 6N 71.5 804 64.1 650 64.4 a04 78.8 643 63.6 Ba 723 633 629 40.2 804 69.8 628 's 76h 1D9.4 722 114.4 600 912 722 972 at$ 782 722 853 006 05A 722 76.7 596 WA 722 70.3 518 54.7 722 65.5 560 45.6 722 59.5r4713 505 34.2 722 N.2 684 $3.6,26UN5 76 h 101.2 663 106.0 NO 84.4 886 BPA am 723 bas 76S 577 633 M5 70.5 5N 562 ON 64.5 5N 50.6 685 60.1 553 422 686 54.3 537 31.6 655 N.7 536 r244.3 Wh35.9 515 88.0 487 %.9 515 57.5 449 47.1 515 $0.1 441 41.2 515 44.7 434 36.6 515 40.8 425 33.0 519 37.4 422 273 515 331 407 20.6 515 29.1 404 9891 54.3 453 65.8 404 45.3 453 47.1 307 366 153 41.0 391 33.9 453 36.4 386302 453 33.0 379 272 453 304 374 22.6 453 25.6 3N 17.0 453 229 356 1081n 36.1 356 39.0 323 31.8 356 32.8 318 27.2 358 28.4 313 23.8 358 25.2 306 212 358 227 304 19.1 359 2D.8 300 15.9 358 18.0 111 In 35.1 338 35.8 306 29.3 336 30.1 301 251 338 261 297 22.0 336 232 283 19.6 338 20.9289 17.6 336 19.1 285 12011 27A 290 29.3 284 232 200 23.0 260 159 290 20.8 256 I 17A 1 260 1 152 253 15.4 290 16.4 249 *- 144 h 16.1 201 113 166 . I I _-. =-EE TARI F RR AnchorC6p Patisms An[M Type slit Elco Unrxm I yr EY:9091econ' Ull-I 3'i6'El<DU99rm I yr EkoUArMm I Ag7eG" I U emm0( AgpreGan l se"(GSIS 036) 3cre.3Pi) CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 5: • • R '2'; NCR CAP.,o,,,,,cn (DF,m)X( '=ANCHOR CAP.,", MULLION CAP.,q,,,,", USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE- TABLE ABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANND'1'0R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SH01aQJ ARE NOT;O S F Cb4 R* 5. SEE SHEETS 21-23. HOLES TO BE DRILLED4N THE FIELDfOI NG IM S N TRICT;ONS SHOWN ON SHEETS 21-23. FIGURES SF(•N SUGQESTEG, AFFR E LO F�'IONS. • • • • • • . • 4) SUBSTRATES: CONCRETE SHALL CD�ORMTA ACI 30"ECIFWATIOt1IS. IY7LlQW AND GROUT -FILLED 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 (16 GAUGE). STRUCTUFWaSTr"W BE ATJ-EAST.12 THICK ANp 6. ALL ANCHORS INTO METAL SHALL EX•END AT UWAST 3 SCFJ fW THR�^ BEYON M*v- #10 6 #12 ANCHORS INTO WOOD fM BE STEEL, 18.8 S46" 416 S.,% • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Wita M (DW PRODUCT REVISED as Comp n with the Florida Building • NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami-0ad ro uet ,ontrol `\\\'aQT•31 LrIY�l A••7i'i No. 58705 ' P = 3F ATE 41; 70 1 NAL6NG A. LYNN MILLER, P.E. FL P. E.# 58705 ANGLE CUP MUST BE USED IN PAIRS. FIGURE 5: R '2'; NCR CAP.,o,,,,,cn (DF,m)X( '=ANCHOR CAP.,", MULLION CAP.,q,,,,", USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE- TABLE ABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANND'1'0R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SH01aQJ ARE NOT;O S F Cb4 R* 5. SEE SHEETS 21-23. HOLES TO BE DRILLED4N THE FIELDfOI NG IM S N TRICT;ONS SHOWN ON SHEETS 21-23. FIGURES SF(•N SUGQESTEG, AFFR E LO F�'IONS. • • • • • • . • 4) SUBSTRATES: CONCRETE SHALL CD�ORMTA ACI 30"ECIFWATIOt1IS. IY7LlQW AND GROUT -FILLED 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 (16 GAUGE). STRUCTUFWaSTr"W BE ATJ-EAST.12 THICK ANp 6. ALL ANCHORS INTO METAL SHALL EX•END AT UWAST 3 SCFJ fW THR�^ BEYON M*v- #10 6 #12 ANCHORS INTO WOOD fM BE STEEL, 18.8 S46" 416 S.,% • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Wita M (DW PRODUCT REVISED as Comp n with the Florida Building • NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami-0ad ro uet ,ontrol `\\\'aQT•31 LrIY�l A••7i'i No. 58705 ' P = 3F ATE 41; 70 1 NAL6NG A. LYNN MILLER, P.E. FL P. E.# 58705 FABLE 695toom 60M 70n -_.•- w'�'- _ 904 100n Iw 1n 140TH WCInWIr rn111%aig Aeel.n9d-r -D Tft 9. A-.Iw91W Tnp•T"V AW -VA Tr.p/ItMe a..l.ngar T.wA. 9. Anta9yw L.prTdw6 R-etalWu r.pllYlnQ R-oangW ll.pfrdane ft-al-r•d.1 Tap/➢WIa 1261325 Lwdry Lwd.9 lo.•q L.+rtn9 ln-dlnp Lo.dn9 lw4.m Letlkg lesdi19 Lw0n9 l.o-diq Le -®n9 LwM• lw5hq Lw•.9 Loedn9 Lwdnp Lod -p %.100 Alum. Tube F yr6 L .YFfill III I III p Fo s ji[ TABLE 9B Btlb.lmk: 27k (>;no•t. Anchor Ca aclty TableFinal 3.Sk C.K. CLIP MUST Nn1CW CNU BE USED F91ed CWWj d M -W 31W El -1 lt- 1M• Eno Uha.m MIC fiw IaMo.n 114' Elco UN- 1/r 99 Elco L18' F7w 1/!• Sa Elw2 Agg.Oaor Snd x12 ale•ArcborTnl: pW (G5) 'a_ (Cd]Anchor CSp Pattema0.y 211r 3118 - • 2-1rr r 3-tle' z 0.51• 0.32/•134• i• 2AW r 1-M4' 1 Y 1.14' 1-1N' 1-//r I-tlr 1-1/r 1-V! r 12lb ferbs0 4.75• MUM 0.G 19t.ndard ar CIWI Dip (Fp. 11: 390 @. 13'4• 3901bs 4J0 b -Mr Imo" 114416. 270" 780 b. 354" NO b 37!2 @3 580"4 7120 b4 Anolla. ($ 1.15" Mln. O.G /Stand (or OIA.t) Clg (F8. 2k 48015. 700" WA WA NIA WA J80 b WA N/AN/A WA WAe3lb. 1892@sBd51W t720bK At&.' 3Wn O. C./p12.3MOI-Cllp./(Fp. 31 780" 760" 860 b. 7560@. 1908" 640@ -"WA 79]M 14815.B80" WA NIA 950 b O.C. I U4C* kNo AW Al- (F19. 4k WA WA WA WA WAWA WA WA NIA 370 It. NIA 1x710. WA 9321W 4r3 It. 170" 221" 280" f Alch.r/FC6p ff•. 67 115 b. 195" 225" M5" x22" 136" 140" 177@. WA WA WA i 341" 442 lbs 3805 2 MwnWl /.1C IRK F- , -n 240 b- 3'A" WA NM NM WA 1g0" WA WA FIGURE 1: n:. FIGURE & FIGURE 4: FIGURE & • • 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE614T TQ �C4 fOF�EXAGj DI SONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLIfIWIjtO �h4EV4N RI IES SHOWN ON SHEETS 21-23. FIGURES SHOW %UGOESTEDpAPPRiWNA� HPLE OC TI( 1S. • • • • • • • 000 • 4) SUBSTRATES: CONCRETE SWILL CONFOg1Qlib A 13A SPECMAwOf* H•L.LQW AND • GROLR-FILLED CONCRETE BLOCK UNIT (CIM(UTSHALZ "FORM Rl AS -RA 0-9* W(IIOD4hVLL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063.75 AND BEA MINIMUM OF .100• THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL- STEEL TO BEAT LEAST.125' THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND All L- ABA 9 SCREW THREADS BEYOND THFF.WVR6% 1110 61312 ANCHORS INTO WOOD MAY IF TEEL. t8 S.S. OW1 :.5.: : • • : • • • • • • • It • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • iNUKUK '-I. l -... x...I ry (Op.) X / ANCHOR CAP.,,o,,,,, ) ANCHOR CAP.,�'I MULLION CAP.,,,a, f USE THIS FORMULA TO OBTAIN E'ANCR CAPACITY REQUIRED• CORRESPO'E HO DING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 1.250" 3.250" .100• 1.26"X 3.25' X .100• MULLION FOR FIFLGMUUFD UNITS r 1.250-1 3.260' .100 1.25"X3.25'X.10W MULUON FOR FACTORY -MULLED UNITS PRODUCT REVISED as compto, with th• Florida Building Cod• NOAJia 17-0630.01 lxplmtfon D•taQ5/26/2O21 {{1111/1) k c' No, 58785 t7�R ;O A. LYNuIMhILlI2, P.E. FL P.E.# 58705 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 8: ff�l 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE614T TQ �C4 fOF�EXAGj DI SONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLIfIWIjtO �h4EV4N RI IES SHOWN ON SHEETS 21-23. FIGURES SHOW %UGOESTEDpAPPRiWNA� HPLE OC TI( 1S. • • • • • • • 000 • 4) SUBSTRATES: CONCRETE SWILL CONFOg1Qlib A 13A SPECMAwOf* H•L.LQW AND • GROLR-FILLED CONCRETE BLOCK UNIT (CIM(UTSHALZ "FORM Rl AS -RA 0-9* W(IIOD4hVLL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063.75 AND BEA MINIMUM OF .100• THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL- STEEL TO BEAT LEAST.125' THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND All L- ABA 9 SCREW THREADS BEYOND THFF.WVR6% 1110 61312 ANCHORS INTO WOOD MAY IF TEEL. t8 S.S. OW1 :.5.: : • • : • • • • • • • It • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • iNUKUK '-I. l -... x...I ry (Op.) X / ANCHOR CAP.,,o,,,,, ) ANCHOR CAP.,�'I MULLION CAP.,,,a, f USE THIS FORMULA TO OBTAIN E'ANCR CAPACITY REQUIRED• CORRESPO'E HO DING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 1.250" 3.250" .100• 1.26"X 3.25' X .100• MULLION FOR FIFLGMUUFD UNITS r 1.250-1 3.260' .100 1.25"X3.25'X.10W MULUON FOR FACTORY -MULLED UNITS PRODUCT REVISED as compto, with th• Florida Building Cod• NOAJia 17-0630.01 lxplmtfon D•taQ5/26/2O21 {{1111/1) k c' No, 58785 t7�R ;O A. LYNuIMhILlI2, P.E. FL P.E.# 58705 60h 60 In 70YnpIn go. 10 in 128 in 146 In 168m 126 %326 R.et..gd. T,*Rigg. RWansAV Trap/rr.ng. R*e nquar Tmp?dang. R.th pula T.p/ra'aag. RM-NnIfr Tmadanp. McMng.Yr TraPiTAwig. R. Ffe T.plf .q. Rd.taagAl T.p/Tri ng. Rac Mins, TIWTd-" L. 11.9 Ladhq LnadiN Lna•ip Lady L.&M Ladrp L..drg Laip L.adk• L.afng L.Aing Leading L.sdhq Lads• Laang L..aag Lading x .624 r Awm E $ .� Z F _ TA m'r :� a �E € e� € s$i �e �`; � ^'� g'� �3 �'� �� €� s�s� �� = 1d -� 1 11 p �a �€ sae �a fad asE �aE �a f€ �a Na J O 9 TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X (ANCHOR CAP.,,,,,,,,, ANCHOR CAP.— USE USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: FIGURE 2 TABLE NOTES: 1.250" . 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOW W S"L.i. FQR E6ACT DJMEN ON SEE • ANGLE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOVrING10IM6NSIPNP+ R T TI 3.[Liul CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUSGESTED, APPROXIM/TE wxre L06ATIPNs. • BE USED • • • • • • • • • • • IN PAIRS 4) SUBSTRATES: CONCRETE SHALL CONFORMJQ Abi EC*•IGRIIOAS. NOUwNNM1D • GROUT -FILLED CONCRETE BLOCK UNIT (CMU) C RM Tt ASTM G9O. Vf0ODSHPL! FIGURE 6• BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE4' 100' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND FIGURE3: 0 0 FIGURE 4: FIGURE 6: • • 1.250 3.250' 624' GD63T5 ANO BE A MINIMUM OF 1 • .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LG43T 36EREW THREADS BEYOND THE MOTjVL• • • 125' X 3.25X.624* 1.25'X 3.25X.62*' 910 & N12 ANCHORS INTO WOOD MAY BE , EFEL, 18.85'.S. OR 4* S.S. • • • • MULLION FOR MULLION FOR f • • • • • • • • FIELD -MULLED UNITS FACTORY -MULLED UNITS 00 • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 000 • • •• •• ••• • • • ••• • • w W x 0 x I— PRODUCT REVISED as comPI with the Florida Building Code NOA-No. 17-0630.01 Exyiratloo Dat•Q5/26/2021 •.' �ICENyF ••, ��� i _ * No. 58705 0 A. LYNN MILLER P.E. FL P.E.# 58705 Sub%ale: 2.7k 0—et. mCaR_�.� Noluw CNU FMWCMU PT Warn Mea 5114 EICD U4' S9 Eco 6'14IXo U4•SS Eto HOME MZSeaI #12 Sbel AnehofC6P Patbms Arch. Type, 3114 Eco LOW. vt EcoU9.con u• aft Y14 Eco llgrd al 1l/'FJdD Utt.con Appairar Unto. Appleclaa Sramt'(05)ScrtaY SCIIN'(G5) E C,b.e 1• 2 -Ur 1' 242' &114 P 2-4r 1^ 2-v2' 2' 3.114 21 0.44 0511,o.32f' E.RRMx A iJlr 1.Y4• 43114^ 1314 r 4W 1-V4' 1-i/4• 1-V4' 1d/P 1-1/4" r 1-318' 1 Wr rata, 2 AndMrs C 4191 Mlrt O.C. / S"&g a DEW GV Pip. tJ 300 •a S9D b 456Fs 0900, 1644 b 270 b 280 b 354IDs 740120 3/t b G6A b 943 n. 941 W, 4429. 560 b 4 A rt a tw MkL O.G / Staatal0 Qr OOSet)CAp PU. 2) 49D R. 700 b WA WA N/A WA 900 b WA WA WA WA WA 65210, 885 Its 1120ft 4A11:?*o@9'Mh.O.GrTgh5ArpMCp,l QV 9Y 7001. 780b 65Db 15®b 18961. 540b 560b NIA 760 Ma 745 pS 88WD t092b 6828. 885b t120b yAacr4aa®05TMh O.C.IULtlA VIto.fOP A11aA rq 4F WA WA NM WA WA WA WA WA WA WA WA WA N/A WA 950b 1AOdtOr/FLry Gip.$ 10.5b 195b 225 t. H6b 622b 195tae 140b 177 ft 3m 1ta 187b 932b 473b 170 qri 221 IDs 28D g3. 2 AMMM 0 1.14 Mln O.CI f -QV 2A8 b ]5D b WA N/A NIA N/A 1qO b WA WA NIA WA WA 3141 a. 442 b 660 b ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X (ANCHOR CAP.,,,,,,,,, ANCHOR CAP.— USE USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: FIGURE 2 TABLE NOTES: 1.250" . 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOW W S"L.i. FQR E6ACT DJMEN ON SEE • ANGLE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOVrING10IM6NSIPNP+ R T TI 3.[Liul CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUSGESTED, APPROXIM/TE wxre L06ATIPNs. • BE USED • • • • • • • • • • • IN PAIRS 4) SUBSTRATES: CONCRETE SHALL CONFORMJQ Abi EC*•IGRIIOAS. NOUwNNM1D • GROUT -FILLED CONCRETE BLOCK UNIT (CMU) C RM Tt ASTM G9O. Vf0ODSHPL! FIGURE 6• BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE4' 100' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND FIGURE3: 0 0 FIGURE 4: FIGURE 6: • • 1.250 3.250' 624' GD63T5 ANO BE A MINIMUM OF 1 • .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LG43T 36EREW THREADS BEYOND THE MOTjVL• • • 125' X 3.25X.624* 1.25'X 3.25X.62*' 910 & N12 ANCHORS INTO WOOD MAY BE , EFEL, 18.85'.S. OR 4* S.S. • • • • MULLION FOR MULLION FOR f • • • • • • • • FIELD -MULLED UNITS FACTORY -MULLED UNITS 00 • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 000 • • •• •• ••• • • • ••• • • w W x 0 x I— PRODUCT REVISED as comPI with the Florida Building Code NOA-No. 17-0630.01 Exyiratloo Dat•Q5/26/2021 •.' �ICENyF ••, ��� i _ * No. 58705 0 A. LYNN MILLER P.E. FL P.E.# 58705 TABLE 11A MWlbn Cep Wty To ptl•Rlr) Opsnkv vAdh (Tor vwkdyspalrinp mufolls) orOp/nh19 H019M (Tor ItOrl2ortaly6parairq maliiore) 60 ® Win 70 L, 80 h 90 n 100 in 120 M 140 in 160 in Itw m d. TnWhcnp- Re9Ungm. TIWI-1.0. Ra7✓y.w7 T.p?A+9. RKuggu'r Ta,•✓T4wa R9mW1x Tnpaj..p. Rao=4 r TWT". R --Wk- Tnp7rim0. R941antp6u Tmp7dna R.,WpJar T"prf ^9 1261394 Lnmp L�6p Lady L..&g Laad'nq L.&M L..*g Lwar's Uatip L..&N Ln4Mp Lnadnp Laad910 Leadny L.&q Laaft L9adinp LrndM1• 1.624_ z ANm. TuEe 'u_ 3_5 ..E Z .g Wig, E Cg b8 �� P a TI-0-11- Ti-1-1: Yuuon } �s �& d e� F� 'g o o u �_2a 5.e o _ g €I=a _ € � p g€ g {{�= �- is i@ f8 i8 ode' � Fc9 s d`c � i=' @'$�i¢i2 1`a fb Fs' 1211. 710.0 620 170.0 4# 170.0 741 1790 176 1711D 861 1701 506 770.1 997 170-0 519 171.0 1116 170.0 521 1T0.0 1240 1700 521 170.0 1481 179.0 521 Trot IT35 170.0 521 170.0 1913 170A 521 4624 170.0 701 170.0 614 1701 650 1700 SM 170.0 992 170.0 630 170.0 1137 170.0 661 171.0 1275 770.0 fiP 170.6 4177 7700 WO 170.0 7700 1R0 6W 1700 1983 170.0 680 tro.o 1267 170-0 610 50.6251. IMA TIT 170.7 663 1T0.0 W6 170.0 631 1700 1046 170.0 611 170.0 11% 170.0 723 1700 1341 170.0 147 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 766 110.0 2791 170.0 756 54 in 170.0 797 1700 612 170.0 %5 170.8 691 170.0 1716 1700 751 170.0 1275 170.0 903 170.0 1434 1700 637 170.0 1W/ 170.0 856 170.0 1913 7700 061 170.0 1177 170.0 661 160.7 2403 170.0 861 Win 170.0 685 1109 701 170.0 1063 1700 797 170.0 1240 170A 671 170.0 1477 170.0 934 170.0 1596 1700 99A 171 0 1171 770.0 1037 170.0 2725 1700 1063 t1fl7 2163 170.0 10W 129.8 2163 170.0 1063 6311. 170.0 934 1TOA 745 170.0 111fi 170.0 BW POD 1702 170.0 916 170A 1488 170.0 1016 t]0.0 1613 770.8 1078 110.0 7669 170.0 1122 1W.9 2160 710.0 11W 134.5 Tib 170.0 1171 717.7 20W 1709 1177 gWIn 179.0 974 1700 78! 170.0 11W 170.0 903 1]0.0 1%t 110.0 1002 170.1 1%1 770.0 1006 170.0 1713 710.0 1155 170.0 1948 170.0 1210 143.0 1966 110.0 1175 t22fi 116 170-0 1281 1071 t%6 170.0 1286 J 721. 170.0 1093 170A 171 110.0 1275 170.0 1009 770.0 Ni 170.0 1126 170.1 1700 170-0 17® 151.1 I7N 16 1315 1373 1734 1698 7386 1156 1734 165.! 13W 99.1 1734 150.4 7362 86.7 1734 1611 1357 roto 170.0 tt22 770D 917 170.0 1746 1701 1010 1b19 1566 170.0 1209 347.1 1656 1652 1265 131.1 1556 15L5 12W 1173 1556 141.3 1257 983 765b 121.3 1729 112 1556 172.3 1219 737 1656 1212 1216 78 in 170.0 1151 110.0 961 770.0 1781 170.0 1176 155.9 14TT 769.9 1245 136.1 7417 162.0 1224 1212 1417 139.1 1206 109.1 NTT 1295 1191 909 1417 1151 11W 719 7477 1101 1166 692 1117 1093 1161 90 in 1429 1110 1465 966 118-4 1110 123.9 968 701.6 1110 107.9 951 346 1110 953 936 71.9 1110 876 921 71.0 1110 W.7 910 932 1110 77.7 Wt W.T 1170 651. 171 24.1 1119 bZT 834 00 in 117.1 975 720.3 872 9T.5 976 1015 556 13.6 975 863 842 T3.2 975 79.5 829 66.0 975 712 111 656 975 66A W7 48.8 975 57.4 7W 41.8 975 523 Pfi 36.5 976 40.3 767 train 822 711 i.0 6i 61.5 Pt 707 655 58.7 Pt 61.3 674 51.4 7i 59.3 624 45J 177 49.0 655 41.1 177 µl 617 34.3 771 78.9 632 19.4 7T: 35.0 621 25.7 171 92./ 612 711 in 767 736 17.3 fifi1 111 770 860 650 51.7 730 Sfi3 640 47.3 730 49.9 671 121 730 450 622 77.9 730 41.1 634 31.5 730 76.1 600 T..O 730 319 SB9 23.7 ib 29-5 561 12D in 69.9 674 61.0 569 49.9 614 572 6W 17.8 614 4.l 652 375 624 39.2 544 333 624 35.3 537 34.0 674 321 531 2-0 fi31 277 519 21.4 634 74.6 509 757 fiT1 725 507 144m 34.7 433 75.1 400 28.9 433 29A 395 21.8 137 25.4 390 17.7 437 714 366 193 433 20.0 361 17.3 473 762 776 916-EI10 Iu4.-B"I 916'-. Anclwr Tope. 116'Elc0 UIa0n Vf [ko UOr4cOn UO ­an 3'16"Elco Ulam ud'B[oUNOCOn A971.d. Ultmem Anchor CBP Patients1 2 -VT 1 21 1 3-116' FIGURE 1: FIGURE 2 FIGURE 3: • • FIGURE 4: FIGURE 5: moe ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR-) X ( ANCHOR CAP.,,.,,...\ _ ANCHOR CAP. - MULLION CAP...,.. USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTONS FROM THE ANCHOR CAPACITY TABLE- TABLE ABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENE OWLENGTHS ANDIOR OPENING WIDTHS IS ALLOWABL 3) MUL ON AND MULLION CLIPS SHN AREONS; T C4`• FOR EXACT UMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLS! IN THE FIE4 FFj���DI�lENy10ft I ESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SNOW SUWf 'WO jPP -111 ggTEE F�.E LVTIONS. • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CQJFORM TA ACI 39116PEC161CATIQN$eH0"1P AND GROUT -FILLED 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 .100" THICK. STIER STUDS TO BEA MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL S6W*T0 BE 4&T LEAST. 1 5- THICK AND A36. ALL ANCHORS INTO METAL SHALL E(TEND ATAEAST 3 SCREW TF S BEy(" =HE115*TSRIAL #10 & #12 ANCHORS INTO WOOS MAYBE 3IfEEL, 18-a"4011410 SOS, a • • • a • • • • • • • • • • as . . . _ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1-25"X 3.94' X.624' MULLION In PRODUCT REVISED •a eomplyi•g with tha Florida Building Code NOA-No. 17-0630.01 Expiration Bata 05/26/2021 * : No. 58705 ATE '; 10NAL ENG�� A UVbIN MIGt K P.E. FL P.E.# 58705 ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR-) X ( ANCHOR CAP.,,.,,...\ _ ANCHOR CAP. - MULLION CAP...,.. USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTONS FROM THE ANCHOR CAPACITY TABLE- TABLE ABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENE OWLENGTHS ANDIOR OPENING WIDTHS IS ALLOWABL 3) MUL ON AND MULLION CLIPS SHN AREONS; T C4`• FOR EXACT UMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLS! IN THE FIE4 FFj���DI�lENy10ft I ESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SNOW SUWf 'WO jPP -111 ggTEE F�.E LVTIONS. • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CQJFORM TA ACI 39116PEC161CATIQN$eH0"1P AND GROUT -FILLED 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 .100" THICK. STIER STUDS TO BEA MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL S6W*T0 BE 4&T LEAST. 1 5- THICK AND A36. ALL ANCHORS INTO METAL SHALL E(TEND ATAEAST 3 SCREW TF S BEy(" =HE115*TSRIAL #10 & #12 ANCHORS INTO WOOS MAYBE 3IfEEL, 18-a"4011410 SOS, a • • • a • • • • • • • • • • as . . . _ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1-25"X 3.94' X.624' MULLION In PRODUCT REVISED •a eomplyi•g with tha Florida Building Code NOA-No. 17-0630.01 Expiration Bata 05/26/2021 * : No. 58705 ATE '; 10NAL ENG�� A UVbIN MIGt K P.E. FL P.E.# 58705 rAm Openhv YMdlh(for 11efte"pannIfI7 rrn•"om) or Opening Haght(Wr nwm py-spamrig ww-ot Win BOh TOM ton go In 100 in 121 RxLnP4er lleplTdaq. Rsdapbr Tr6pnnalg �1aR er n „...e. 2X4X26 Lo.3ng Ing LWdng U." Loadnp Im&V Mw Lo6drg 11; Leong Loadng LoedYp Ie+drq lowing Leadnp Lofidr• LOM, L -ft lion Alum Tube611, da d $ y �� 1 89 dg 11T utl! IS It iarc s c� s f f� i 69.6 1 1029 121 In 144 n TABLE 12B y;e5 27k 0—K1e Ancllprcaw4dlyraa. bq 35k Care. Hae. CMU FAWCMU PTwaod Mda y16 Eco w• ss Etc Yfv E[o 1/ r ss eco 010 SIe9 i12 stets Ant sial graNar lyye. SHa Eco Uuaan LI Eko U6aron UIIacra Y16'Elco I... Yr EIcOUeKcon UICdcM A99MGAar S—(W Sc18r(C) Sc—P5) AnMorC� Patbms 1' 2-V7 4-118 r 2-Y7 7 Edge O6prce gn} 7• 2421 t-vr 1-1/4• 1-1Ir 7 1-3'8' 1�4 valet EntBrmeM n 2 Anchors 0 4.74 Nun O.C. I Stadad or 01sd COP Gg 162)' 531a' 480 NB 1.9 r 3901. 1314• 450 gH 13'r 000 ke 2 1644 I0S 4114 710 M 141r1.11r 280 Oc 354 M 740II8 374 1C 694 1b w 1w 341 •S 44218 760 nn {Arcnm®2Ee'Mg10.G /Sb14rd 6a OF6el)C1p (Rg 9) 7401x9 740W 63018 1485 t8 1421 N13 NA 5F81ffi NIA ®51ffi Nlq BBO 29 WA fil2le3 863 On 1121m 6AKM9®t.7t•MIM1 OF/916M1N (K Ur6et)Cip gig a7 83544 50 758103 194668 NIA NIA 705.6 NIA %991ffi NIA WA WA 1022144 1 1680 is {Archy9@YMn. O.C.I (n 2f5 Argle C11psllR05j 780 MS t8 6®IW 15®68 i8�C9 673 567a WA 7601ee 748476 EW to 1892 t8 6620s 1121N 6AKRYs d%4 MYI. O.C.f ArgleClgn I pQ SI 1170w 117088 1020 to 2340 tm 29M 1n 61 840X• WA 1140m 1722 Ds 13�Y13 78984s t0721tr 3 AK h76®1. U'M1n. O C. I UCM eIo.124 Akin:177 NA WA NIA WA WA NA WA WA WA NIA IA6Atrme0894'Ma.00.f !WA UClp. ab. 124 Alt-lF7G 8I HA WA NIA WA NIA NA WA WA WA NA WA WA N/A 2Anc®26S61nOCJFC1P(Rg% 370 M 3A D6 3t5 ttn 749 lee 71116 NIA 260 ft WA 348118 NM 440169 WA 317 IDS 8101a S79b5 9731ts NIA NA 3WU WA99g1ffiNAWANA 511 U5 NOTE FOR THE OFFSE 1 UUI-, Ust I Ht b— —n- - i i cn,..,,....1,-,..• 1 -. ----• • - • - -- - - --- - --- - CIRCLED VALUES FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • F -In • • • • FIGURE 6: FIGURE 6: • • • • • • • • • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CUP • • e (FIGURES 586) MUST BE USED IN PAIRS. (OP„-,) X (ANCHOR CAP.,,,•„ \ _ ANCHOR CAP.- MUWON CAP.:::! USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICHMAYBE 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. • • • • • • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDT%I:ALC-11-LR•. • •• • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXAO• DIMENS O V, -%E SbEMS 21.h jiOLES TO BE DRB -LED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOyAIFON SF9211%21-20.OIGURS.S SH01N 4iG(jEfT'FO, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE#oES*I9E6TREATE j) YELLOW.SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL SE 6063 -TS AND BEA MINIMUM OF .f25-THICKCTEEL STUDS TO EW-J(loINIMIIIu(a S3�1t'D .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST -125' T". AND A36. ALL ANWWOS RWO VE TAL S DAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHOR �IN� WO� MAS BE6TE: , 'IL8 .S. GR 4 j0 5.:. • _ ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Cod• NOA-ado. 17.0630.01 Expiration Date 05/26/2021 By Mlam 1fd Product Control LYNN,i �'��.•• CICENSF'•e, * : N0.58705Qj ' ST TEO 4- 1ONAt EN k� A. L4e4N MILIIII 2, P.E. FL P.E.# 58705 TABLE 136 2.7k Con." AaehorG 3.51, C... NuIFan Capacity Table H16 -CMU Opening YWdth (kr w31eo3y-9per.li[g MU110116) or Opankil; Height (for h0rirdrlletysp.rring -A-) so In 60in 70 In 30 In 90In 170 in I I 1. 1 14 In 160in PT wood I R.Ia n. mprrd" ReArlglr. 7Yep?4•g. Ral.npd. T1.P7J6.ry- P.l.19VLbl TIWTd V. R.WW. Tmp/T•m Rmlenpia7 TWOMI•i; RwUVu. ttapiltlm% R.Wngd• T1adTAeng. R..t.nptr lr•yrl9.ny. L.Wkv Lwdry Loading L..ft ia.dn0 L."no 2 x 6x.26 L dm Lo.dno Losing L•.dn0 Loft Lowing l>rdq ta.dm Lwdre Ladro rta.dna aLo-ft AIUR Tuba L 8 E a L t, & e a ... .. a r ate. 5• .. k zl t L Mullen S� ct cR �a a' a a� U��g� �� �� �� 63 1st sg15 1/1' Ep.. 84.17.1)17 a §� s8 s Anchor Clip Patlems �� 42 in 178,0 CM 170.0 435 170.0 714 1700 476 170.0 $IN 170.0 5D6 170.0 w2 170.1) 519 nao 1111 170.1) 821 170.0 12{0 +R.O s2+ 171).1 1411 170.0 821 170.1) 1798 Imo sxt 170.1) 1953 170.0 �t 48in 1100 705 170.0 S+4 170.0 No 170.1) Set 170.0 992 ITO- 630 170.0 1133 110.0 eat 17ao Ins nao air 170.1) fon 1701) 190 170.1) 1753 170.1) Geo 170.0 1953 1701) Be0 Imo a6r 110.1) Loo 50.025 In 170-0 747 170.0 563 170.0 195 tlo.o 531 1700 7046 170.0 684 170.0 1195 IMO 723 170.0 1348 170-0 747 17.0 +494 170.0 756 170.0 1753 770.0 751 170.1) 2o9z 170.1) 786 170.0 wet nao Tse 6/84 Imo 797 Imo e1z 170.0 956 170.0 1)a+ 170.0 1115 171).0 784 Imo 1278 170.0- 703 nao 1434 nao 537 1700 taw 17x.0 ese 1701) 1913 tm.0 eel 170.1) 2171 170.1) 0-W Imo 2550 1701) eel 00 In 770.0 685 170.0 701 170.0 1083 170.0 797 170.0 1240 i7oa ala 170.0 1417 170.0 944 1700 +504 170.0 006 170.0 1771 170.0 1033 170.0 2125 nao 1aW 170.0 2478 170.0 ta53 +700 2833 170.0 11)53 53r na.0 030 170.1) 748 171.0 7116 170.1) eso 110.0 1302 uao 940 170.0 1486 170.0 toll 110.1) 1673 171).1 rola I70.D 1859 +70.0 1172 170.1) 2231 170.8 1153 170.1) 2603 110.1) 1171 tro-o za75 1701) 1117 0.54• 170.0 780 170.0 1160 170.0 9M 1700 1384 170.0 1053 170.0 1556 170.0 1015 170.0 vas 170.0 1155 170.0 1948 170.0 1210 170.0 2339 170.0 1275 170.1) 2727 110.0 1256 170.0 3117 170.0 1208 t as in C 170.0 974 1278 +R.1) 1090 1740 14x8 170.0 1128 170.0 1700 110.0 1220- 170.0- 7013 170.0 +315 170.0 2+28 770.0 1387 110-0 2550 170.0 1466 170.0 2975 170.0 1520 +700 34x0 Imo 1530 72 in S 170.0 1053 170.0 871 110.0 1209 170,0 1784 1700 1322 170A 2010 170.0 1421 170-0 2243 170.0 1505 170.0 2592 170.0 1819 110.0 3140 170.0 1194 170.0 35% 170.0 1705 170.0 937 170.0 1315 110.0 7060 170.0 1370r170.0 7684 5 2 17Q0 11 Z2 1700 1151 170.0 067 170.0 1361 IRA 1118 nao 1611 1250 170.0 16/2 110.0 1389 110.0 207! 170.0 1474 170.0 1302 1700 1584 170.0 2753 170.0 1700 110.0 3733 110.1) 1777 170.0 7853 170.0 1796 78I 1325 110.0 1184 170.0 150{ 110.0 1326 Imo 1868 14M 1700 2125 IMO 1053 170.0 2301 170.0 1793 170.0 2055 170.0 1916 170.0 31M 170.0 2125 15&0 3413 170.0 2273 1369 3{13 170.0 2361 0084 170.0 1100 170! 110.3 25% 170.0 1952 170.0 2833 170.0 2095 IMO 3190 170.0 2339 137.1 1199 t58.fi NR 120.0 3790 156.1 2.028 9aM 100117 770.0 1417 170.0 1232 170.(1 1700 170.0 1134 170.0 1853 1532 110.0 2707 f700 1591 1100 1409 110.0 1913 170.0 1617 1700 2231 ta70 170-0 2550 110.0 2075 164.8 Z701 170.0 2271 148.3 ZMI /61.8 2333 123.8 2761 140.4 2281 103.0 2781 1259 2234 92.7 2781 116.0 2190 11184 170.0 1638 710.0 1481 179.0 1956 110.0 1700 110.0 2284 1532 170.0 2977 710.0 2148 151.5 2614 162.9 2245 131.6 2633 1/1.4 2211 1+3.0 2572 128-4 2185 97.6 2532 115.1 2125 85.4 2872 108.377084 1•.e. E.b.dneel (MF I -we 2 An.Iron®4.JS1/17. O.C.ISb.9.d a O$•t Cap (Fe. 1A2): 390. 7711 110.0 1516 170.0 2125 170.0 1tL50 7514 2352 1991 115.1 2252 141.1 1984 120.1 2252 1272 1935 108.1 2752 111.1 1915 00.1 2252 98.8 1872 77.2 2252 88.9 1835 57.6 2262 816 :BOB 453. 14190 /10.0 125.1 1514 128.8 1445 104.3 1564 101,1 1425 -4 1561 013 1437 782 11561 80.7 1900 e0s 7584 17.9 1373 63.8 7584 657 1355 121 1561 56.0 1330 44.7 1764 492 1305 98.1 1568 44.4 1253 TABLE 13B 8W.1W.: 2.7k Con." AaehorG 3.51, C... Tabk Obs) H16 -CMU RAW CMU I PT wood I Meal Angina Typ.: 3%6• FJe.1/llnem 114' FJco t8bacan 5f Ur EW Utln.a1 9118' El- Utrec.n 1/1' Ep.. 84.17.1)17 +14. 6S En. 5116 Etc, 1/4' 38 Eb, 910 STN 012 Sri 812 S1esi .000100+4717 lAaecon AgW.CebX Senw (G5) S.•w (05) Saavr (GS) Anchor Clip Patlems 21? 1• 2-137 }7/9• 1• 2-112' 1• 2-7T 7 }tAr 7 0.48' 0.54• 0.324" ET 1).M onk P 1-384 1-384• 13H' 7 1.110 1-1/4• 1-114• 1-111• 1.174^ 1-114 Z 138" 1318" 1•.e. E.b.dneel (MF I -we 2 An.Iron®4.JS1/17. O.C.ISb.9.d a O$•t Cap (Fe. 1A2): 390. 380. 453. We Ib! 1644. ZRb 2401. 354. 740. 374. Via 6. 940. 341 Ib. 442. 5001ba b 4.017.17017 ® 4.66 Min O.C. / St.Mrd (.OAwq Cw ffa. 37 IW b 380 b 900 b 1780 b 3232%0 540 b 5m 0-r 708 r. 1470 b 718 I. 1272 b 1802 b aB2 R. 085 1b. 7120 8AAbhas017rM O.G l u.nown(mO gCAp Fa44F 11801. "m V. 7010. 2595% WA WA 940. NIA 1085. WA WA WA 133b 1710. 2240Is 4 Mrna. BY Mn O.C./R) N5 Mgr CrplfflO. Sk 7706. 770 Is 660 H. 1560. 1698. 510. 5600-84 WA 770 ale 7481. 8801. 1�92b �82b BM P. 1120. IIA. n.. 2 S Wn O.C. / R) 2.5 Angle Cops /(109. Bk 15001. 1560 b 1370 b 31201. 97921. 7090 b 1121917 WA 1520153 1498 b 1760 b 3784 b 193 60- IMft 22401. 72 AmJlan ®79' Min O.C. I (Z) 0-3 Alga Clp / ffo. 7k 1060 b 21 W I. 18401. 37801. WA WA ISM Ins WA 1500106 WA WA WA 2045 b 2551 b 3380 b 4 Amhara ®1.94' Min. O.C.841).125• A.9n. ffMY 87 WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1130 b 288766 O.C.111{aP,.4.,125^AWn. OIp. Ok WA WA WA WA WA WA WA WA WA WA WA WA WA WA 8 An.ang0.84'Min. 900 b 390 984 450 6t 881161 1678 b Zro b 270 b 954 b 740 b 974 b 876 b 016 b 311 b 902 b 380 b 2Ambm 0 466 Mr. O.GI FLAP (109. t0k• WA 170 b WA 533 be WA WA WA 853 b 883. 1120 8+ 4 Maps Q 1.71' MM. O.CI FL•p LPo. 11k 5901.•I 753 60- I 5D5 Me 1 1298 In I W, gry4iHVH l"HYHlrnl i COP ) X MULLION CAP. ANCHOR CAP..e USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1^2000"--i 2W NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. • • • 2) LINEAR INTERPOL%T1*C B--VE;N f ULI••LEI &HS, A:DIT. O.LNNG WIDTHS IS ALLOWABLE ••aw�niP3 3) MULLION AND MULLION CLIPS.S>tl0 E T OF EXACT DIMENSIONS, SEE SHEETS • • • • • • 21-23. HOLES TO BE DRIUEED IN TME r•ELIaFOW -OWN NRESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: ANGLE SHEETS 21-23. FIGUI&-*SHOW 5L7GGESiM, APWO)0?*TW4O TIONS. • • • • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILIFD (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • • • • • 5-7) YELLOW SOUTHEF"INT•W AN SrbOF 0.55. AjrUMWUM SHALL BE 6063T5 AND BE A MINIMUM OF .125" MUST N THICK STEEL Sl87DS TO BW MINIMLIji GRAD M D .045 fFl�.K (a "LIGEj. STRUCTURAL STEEL TO • • • • • • • • USED IN BE AT LEAST A 2VArHICK A 14D A36. ALfaAj16HQ6S IVTO MET S�+N-L RXTEND AT LEAST 3 SCREW PAIRS. A�, 2' X 6' X 2S THREADS BEYOND 771E MANER". lit• 69712 AINCHORVNTQ W7�OOD Y BE STEEL, 1&8 S.S. OR 410 S.S. MULLION • • •• . • a . - __ • • • • • • • • • • • •• •• • • • •• •• 'o m PRODUCT REVISED as Nm In with th. Florida Buiidinq .d. NOA-to. 17.0630.01 Expiration oat• 05/2612021 �. .•' L10ENyF'•. ���% No.58705 B ATE A. KNN041ik.1PE. FL P.E.# 58705 !7 LCM„ OpenMg Width (/or leAiwly-s Ig or m 50 le W M 70 N _ _ 00 h BOM t00 in 120 in _ - 140 N— ^J— - "--•--- YiBO "-"---- R<NxroWer TlapTrlaq. Ractanp6aI Troprhfe (. Rec[aip.rw. 7.P"I;:nerawor ��.M,��y ,.a.,.m•.., ,,.r-..._.. .._._.�__. ..T -_-. -_ _ Ln6 - t� I<.are taame Lnadry Lodip tuadia t6a6rV LDadro iDDeba taadro LD.dro La.dtg LoaD9p Lexl6•Wtfire dOv ro Loaiire LD6d14 126" x 2.11" x.126" Alum L n M11 Tube Mug 11 o� g'§1h 31, s ' s sir 3g g a b €� ` ABLE 148 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �1 268'—{ I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE FIGURE 1: j�� 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118' Slb- a 27k Cm 144 Anchor Capeotyt Table s) 3.51, Ca'c. HOtoaa CMU CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. WOOD SHALL BE PRESSURE -TREATED SG OF 0.55. ALUM% I)IMSHAt TtAND SEA MNIM•M Ofb WW FAkd CMU PT W0o6 MSa 1.2o' X 2.11' X .125' MULLION (INTEGRAL FIN MILLION) .125 THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE SE'EEL, 18aB S 41 •S• • • • •• ••• •• • • • w• 5/10 Eko 1/4'SS Eko 5/16'Eko V4'SSEkD "St"' (i12 SicJ a125IbW Arcnm Type 3'1E Eko lllirbcm 1/P L70DtJbfacm UK—. 9116'Ek DU3raca0 1/.1'Eko lBeecm AppeObtar ttlt9 Aipi"or S[ [G6) St ([i6) ft—r+s) Anchorcop Patlem■ 2i2 3116' i' 21? 1" 2-11t' 7 3-v8" 2 0.43' O.ST 0.421 Eu28 Ootaxe(InT i' 2-112' t• z 1-1a• 1-vd• f -vv - 1 -VC +vr 1-vr• z t-sro• esre' lwxs - EmofidOcrtl 1su• wt 790,Y Lys 860106 wd' 151G as 1323 As 610 t8 650a5 WA 7® A9 746 m BBa do 13821Ds 6ffi tb 865 E6 id40 86 / AM— 0 3' un. O.C.1(4 L15ArI C1p6 ! tj 730106 4Ni.HUK UAFAW I T AU 1 aic6•i i ­­ (DP—)X unm­ (DP—)X(ANCHOR CAP.,,,,,,\ ANCHORCAP.,„ MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL MELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE 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. �1 268'—{ I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE FIGURE 1: j�� 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118' ' 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING 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 IL .125 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. WOOD SHALL BE PRESSURE -TREATED SG OF 0.55. ALUM% I)IMSHAt TtAND SEA MNIM•M Ofb WW T i YELLOW SOUTHERN PINE WITH AN THICK STEEL STUDS TO BEA MINIMUM GRADE 33 ANVA.045' THTC 18 ). STRSCTOR/UlSTBEL TO BE AT LEAST THICK AND A36. ALL ANCHCRS INTO METAL45HALL 413 tRIE ♦T♦REI D BEYOND 1.2o' X 2.11' X .125' MULLION (INTEGRAL FIN MILLION) .125 THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE SE'EEL, 18aB S 41 •S• • • • •• ••• •• • • • w• •• ••• • • ••• ••• •• • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • ••• • • F F_ X F_�� Z m f[ 0 o. yo 3c a N w LLI A Ir m r/) U UN Q O C (L Z rn u PRODUCT REVISED as eompl nyy with the Florida Building odi MOA -No. 17-0630.01 expiration Date 05126/2021 Mio a� roduct Control I11I1lII/j , ���\a�NYLYN. 4f ��.•' LICENSE''. * ; No,58705 AO ATE AP ENG�� A. LLIGNIvI'LlR. P.E. FL P.E.# 58705 IA23Lt 1OA IBu10on Ca •3y Table (Ib6fRa Table by Opening YAM(IDr wrtitgMaPe7rir6 ITIAOr5)or Opening Height(for hcrb"I"BN-tParring mi.111 e) SOb d. Son 8011 70 in min 901. 7mN 120le 140 in 160h TPocrpM T -6 �e 7 gD' ° RWW9. I_*. rneft TmpfTdwg RKbroW Lmdn9 Left ued T Loadng 7nReLoading L -dog 1-06 to g 3,2L' 30 La-&v Loedn•. L�^Y n � Lm3i 114' SS E1A 5118` E140 1H• 63 El. 1110 6be1 0128 DEO. AL gRAYwu dd x r rTvi� dddd 114-E--- d�d dd d aE 1/4• EW UOaam .� Utntoon A•P=088101 SCme (G� S4Rx (071 BertW (GS) Anchor Clip Pallms 2-1/2• 1` 2a�� 3-118• 1• 2-1? 1' 2-1? 7 l -1I6' 7 OAr o.54• 0.32P 42N 170.0 620 170.0 435 170.0 714 170-0 478 170.0 ON 170.0 506 '70.0 992 170.0 479 1700 1116 170.0 621 170.0 521 170.0 1488 170.0 821 170.014- 170.0 1735 176.0 621 14.01 1740 1700 521 1-1/4' 1-1/4' 40b 170.0 TOB 170.0 324 1708 650 170.0 SM 170.0 9. 170.0 630 170.0 7711 170.0 Bet 1730 7275 170.0 677 170.0 1700 B60 7522 1522 770.0 680 170.5 1571 170.0 660 114.2 7522 17110 600 396. 50.626N 170.0 747 170.0 im 170.D 898 170.0 631 170.0 1046 1700 BM 170.0 1195 170.0 723 170.0 1745 1700 717 1642 170.0 736 7788 1113 170.0 738 117.3 1146 170.0 756 1026 1417 170.0 Te6 354. 7/0 b 374 •t 726. 797 170.0 812 170.0 958 170.0 691 170.0 1118 1700 754 170.0 1276 170.0 803 180.4 1353 170-0 837 144.3 170.0 856 1203 1763 170.0 061 103.1 1763 170.0 881 90.2 1353 170.0 aB1 TBD •L 1570. 170.0 1165 170.0 T01 170.0 1063 170.0 747 167.0 1210 1700 6M 146.1 121a 170.0 9H 729.9 1218 159.6 936 116.8 19.1 924 07.4 1218 146.7 913 63.5 1218 146.1 913 73.1 1216 1401 913 1692. 652. IBS b 1760 930 170.0 745 170.0 1110 170.0 %0 150.7 1150 1888 %3 i31A 1150 153,0 014 718.6 1750 1119 808 1051 1]1.2 865 a7B 1150 126-7 071 75.1 1150 1282 670 65.7 7150 iffi1 670 6101. F141,170-0 170.0 474 170.0 789 152.4 1018 166.8 681 130.6 1048 I'MW4 114-3 1040 133.1 No 101.8 ID4a 123.4 839 01.4 17&6 em 752 1016 109-4 621 G.3 1Ma 1%.2 816 57.1 1MB 1062 Big c140.8 680 147.9 784 117.0 880 126.0 748 100.0 661 110.6 731 60.0 800 100.0 722 782 880 92.0 712 70.400.2 703 5B.7 860 792 693 50.3 000 76.5tl680 76A Bea J 110.7 780 128.1 ev0 69.6 7% 1ae.4 676 e5.6 780 03.7 fi63 74.0 790 93.9 89 69.5 790 76.9 6N 59.071.7 075 46.9 790 6s.1 624 42.e Tao 62.1 7% 1. 110.6 750 115.5 %7 923 750 90.1 644 79.1 750 659 032 W2 750 71.1 821 01.6 750 70.0 612 55.4 657 805 462 760 59.4 594 30.6 750 562 750 65.5 588 W N 721 569 74A SM gal 583 829 491 61.540.1 563 44.1 468 36A 409 /fit 30.0 583 36.2 482 25.6 W3 33.3 553 31196 N 59.4 496 81.1 413 49.5 193 613 435 424 495 44.8 427 31.1 495 39.9 421 - 33.0 !% 78.1 015 29.7 732 409 M.0 <% 29.1 400 21.2 4% 25.6 405 25.0 380 106 in N.7 'sBl 42.6 353 34,0 791 358 348 29.8 381 91.1 312 2fi.1 391 27.6 337 232 391 24.9 333 20.9220 328 17.4 ]91 19.7 321 14.9 391 17.6 111 h 364 370 38.2 n5 320 770 17.0 330 27.5 ]M 28.6 325 21.0 370 25.3 320 21.4 370 721 316 192 211.8 312 160 370 18.1 705 120 in 30.1 377 30.9 2&B 253 777 28.0 204 21.7 317 225 Tao 19.0 317 198 276 159 317 179 ?.73 -144k, 17.6 200 17.8 200 TABLE 158 Anchor Capacity Table by SOb d. 2.7k Cm We 3 S Cmc. H0k CMU I Fibd CMU PT Woad Mead Eko 114' SS E1A 5118` E140 1H• 63 El. 1110 6be1 0128 812 Steel Aaatp TYPE 3119-Ek0 UHMM 114-E--- Utta<m S&18' Eba Ulxam 1/4• EW UOaam .� Utntoon A•P=088101 SCme (G� S4Rx (071 BertW (GS) Anchor Clip Pallms 2-1/2• 1` 2.7/2' 3-118• 1• 2-1? 1' 2-1? 7 l -1I6' 7 OAr o.54• 0.32P Elce Date -(n7 1' Enb6eed 00 1514' 1- 4` I -W 1 14' 7 $4/4' 1.1/4' 1-1/4' 1-1/4' 1-7H' 1-1/!' 7 15/8• 1'16' lelbt 2 MCMIc @ S i+aI. O.C. / RI 215 AnOb Cye /910. 11 300. 396. 470. 8901. 1700 R. 270 Ile 250 Ib 354. 7/0 b 374 •t 726. 918. 341. 442 Ib SBD. 4 Alchae ® 3.S MOl O.C. f R12a3.0110E Cfpe / ffo. 2)' 750. 780 b TBD •L 1570. 295. 510. 750. WA 112DBx 745 IN NO at 1692. 652. IBS b 1120. 8 And- 0 2.71' Min. O.C. / 121215 MOB Clpt / (FV. 37 i t201be 11201. B5B b 21481. 2254 rot NIA 6101. WA 1059 h NIA 1JTO b WA 1022106 1727 b 1980 b FIGURE 1: Eil FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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"SHWWZ21-83 • FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. • • • • • • •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROLA-It -L00 • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PREafE- E.A't 0 • YELLOW SOUTHERN PINE WITH AN SG OF 0-55. ALUMINUM SHALL BE 6063-T5 AND BE A IOIINIMUFI .125• • 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 THE MATERIAL. #10 S #12 ANCHORS INTO WOOD MAY BE STEEL, 1"S.S. OR 410 S.S. (DP,,,) X ANCHOR CAP.„„\ _ANCHOR CAP.,® MULLION CAP.,o,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINRAUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE •• ••• • • • • • • • • • • • 30` BAY MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J^ 02` PRODUCT REVISED as complying with the Florida Building Cod• N0A-Na 17-0630.01 Expiration Date 0512612021 By tAiam • Product Control 1\ILII11111j � � -•- yICEN,gF •• �C�� i �. . No.58705 D AO � f 7 8 ATE F •' (V�� ",7 ;LYtNioIJ �utILNAL\EN1�� A. ILER, P.E. FL P.E.# 58705 R Anchor Tn. LIS ELe IMVacan t/<• Eko Uhfean Soy�m° LIS Eko Ulnem t/4' Eko Ittanan I/4 15UlbmmIT 11/ gwcG&W SS FJc.I S lc+aw (OS)) Sen+ l03)I S 1u tG5) Anchor Clip Pallems FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DWENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN&V SHSFOTS 21-J3. • • • •. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AILD GROUP-PILLIID • • • • • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 490. WOOD SHALL BE PRFML*E-TRE.RED• • • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BEI( INIMA*&.125'• • • • • 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 THE MATERIAL. #10 & X12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. (DP,®) X (,ANCHOR CAP., _ANCHOR CAP.— MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. • • 6:0 • • 0% • • • •• • ••• • • • • • • • • • • • • • • • • • % • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Xn PRODUCT REVISED as complying with the Florida SWlding Code NOA--No. 17-0630.01 Expiration oat• 05/26/2021 LYN/y 4 or No. 58705 �O� TATE F ;' ��Z- i CCs •.. �ORIDP.•'G�� ., NAL A. LYNN ALS P.E. FL P.E.# 58705 �j 1.000" - 125' 2.000' L .125' f V X 2' X .125' MULLION 606376 ALUM. XSECTION �{ 1-000- �- 125' 2.000" 375' T X 2' X .375• MULLION 606376 ALUM XSEcnON }y x.125' STANDARD CUP 2.000' PGT Part • Std. Clip OtieetCllp 6063-T8 ALUM. XSECTION jAngle Clip 1" X 2" X.125- (5) .125' 6661137 6661118MI 6662437 1666511 M 5.500' CTO .375 .375' 3.125 -� _CREATEREATE FCLIP, SEE MIN. MIN. DETAIL F. SHEET 4 A L_ STANDARD CLIP 6063-T6 ALUM. ZTER OF ANCHOR HOLE MUST LIE TOP1/IEV! HINTHE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + III 6". .375 .375" MIN. MIN. ------- -----i I I I I i B I I I I I I I -� 1.000' r - L13715' 25' 2.750' 1" X 2.75' X .676' MULLX)N 6083.76 ALUM XSECTION -C I 2.125 U -CUP 6063-T6 ALUM. X -SECTION .125'r I � 1 .740" �- .338'MIN. A I U -CLIP 6063T6 ALUM. TOPVIEW Z NTER OF ANCHOR LE MUST LIE THIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116. TORI F R 1' X 2.75"X.650' MULLION 6063-T8 ALUM. XSECTION --1 1+.125- ZX5 ANGLE CUP 0063 -TB ALUM. 2 ODO" XSECTION 125' 2X5 ANGLE CLIP 606.3}76 ALUM. TCPIAEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + VIV. - -- - Mull Dimension (sheet 4) Mullion PGT Part • Std. Clip OtieetCllp (1•Clip jAngle Clip 1" X 2" X.125- (5) 66605 6661137 6661118MI 6662437 1666511 M 1" X 2" X.375' (6) 666006 686114M 66811197 I 668244M 688512M 1" X 2.75' X.375' (7) 66607 666115M 6661120M 6662457 666513M 1" X2.75- X.6517' (8) 66808 686116M 6661121M 666246M 6665147 1" X 3.125"X.500" (9) 1 68637M 6881116M DWA010M 066W42M 4 666615M 1.25 X3.188" X.265" (12) 65641M 6156111AFM 6661116M GM41M 406661614 1.26'x211' x.125" (1B) 69370 1 N/A p MIA* 0 WA • X66.1 airy% TABLE A F-1.266-1 I .125" 2.116" r .125 F-.900' t 1-26'X 2.1VX. 1 25'MULLION 6M3 -T6 ALUM. XSECTION Dlnwn•lon Value On) For Mullion: A 1.625 1' X2" X.125" Aluminum Tube Mullion B 2 �4 C 0.895 D 0.740 A 1.125 1' X2' X.375' Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 TX276"X .375 Aluminum Tube Mullion B 3ODO C 0.757 D 1.118 A 1 1.312 1•X2.75"X .850' Aluminum Tube Mullion B 3.000 C 0.476 D 0-838 A 2000 1' X 3.125" X .500' Alum Tube Mull B 2837 C 0.863 1.137 2.625 1.25'X3.188' X 285' Alum Tube Mull 3.2112 rAD0.862 1.762 A 1.813 1.28' X2.11' .121' Alum Tube Mull OFFSET CLIP NOTES: 6063 -TG ALUM. TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9.12 & 18 FOR SUGGESTED, APPROXIMATE HOLE VMTJ4&NCHC; O.C. D`4-FAUCE. • • : • : • •• • ••• • • • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • - • • • • • • • • • • • • • • • 0:0 •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as camPi ng with the Florida Building ode .OA -No.- 17-0630.01 Expiration Date 05/26/2021 By MIamF Product Cont ,000 LY/V/V ' `* No.58705 '. 0,00 'i FS'•. FI 0RIDP.••'G��` A. LN iA'A.E. FL P.E. 8705 j 1.000" 1- -1 1-000" r` 4.000' 4.000' .' 25' 125" .125 a.375'F 1"X VX.125" 1'X4"X.375' I MULLION MULLION 6083-76 ALUM. 8063-T6 ALUM. X -SECTION XSECTION 125'X3.251X.100' 125' X 3.25'X.624' MULLION MULLION 6005-T5 ALUM. 6005-75 ALUM. X -SECTION X -SECTION 2.661' 1.377` •125 30' BAY MULLION 608376 ALUM. X -SECTION T 228'j 226'- 4- 981 740' '.125x 1 � n a '1 STANDARD6063-nLUMP 2125• 2X5 ANGLE CLIP oY 2.000" 608SECTIO M. I U -CUP 2.000" gOg3-TB ALUM. X•SECTION I 6083-T6 ALUM. XSECTION .125' N .125' X -SECTION a U N 'C4 r Z 125'J O CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR W m 0 ji 0 HOLE DLAMETER: ANCHOR DIAMETER+ V18'. - CUT HERE TO I 375' .375 3.125 CREATE F -CLIP, SEE MIN. I DETAIL F. SHEET 4 r_______- I 1 I I I I 1 I I I t I 1 1 1 I 1 I I I 1 I I I I I I I F I I I I 1 I 1 I I 1 1 i I 1 1 I I I II I rb STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE 6053.76 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOP'VIEW SHEETS 10-17 FOR THE ANCHOR O.C. MULLION DISTANCE. MAXIMUM ANCHOR HOLE IIII05�Tfi ALUM. DIAMETER: ANCHOR DIAMETER ♦ 1/16'. .375', I .375' MIN. I I 1 I I I I 1 1 I 1 I 1 I I I I I 1 2.250' 1 I I I H I I I I I 1 I I I i 1 I I 1 • G OFFSET CLIP • .125' 6063-T8 ALUM. • • TDPVIEW • .74(r • • • • NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 8 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • • • • • • Dlmenalon Value (In) For Mulllon: .375' 3. 1' (4"X CENTEROF 1.000 ANCHOR HOLE I MUSTLIEWITHIN 3.000 THE DASHED F BOUNDARY. SEE F SHEETS 10-17 0.757 FOR THE H 2.430 ANCHOR O.C. 3.000 DISTANCE F MAXIMUM I ANCHOR HOLE 0.750 DIAMETER: H 1.500 ANCHOR 3.250 DIAMETER + InW. U -CLIP 6083-T6 ALUM. TOPVIEW TAR] F r .375', I .375' MIN. I I 1 I I I I 1 1 I 1 I 1 I I I I I 1 2.250' 1 I I I H I I I I I 1 I I I i 1 I I 1 • G OFFSET CLIP • .125' 6063-T8 ALUM. • • TDPVIEW • .74(r • • • • NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 8 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • • • • • • Dlmenalon Value (In) For Mulllon: F 3. 1' (4"X G 1.000 .125' Murtinum H 2.680 1 3.000 Tube Mullen F 3.187 1' X4" X G 0.757 .375' Aluninlm H 2.430 1 3.000 Tube 8'r F 2.250 1.2W X3.25' G 0.750 X.100' Mvrrinm H 1.500 1 3.250 Tuba Mullion TAR] F r nnNTT Dimension Value ((n) For Mulllon: F O 1.038 0.500 1.25' X 3.25' X.024' Al minun Tube Mutlbn H 1.438 1 3.250 F G 2.1125 1.125 1.25' X 3.84' X.624' Al minum Tube M.Non H 1.500 1 3250 F 2.813 30' Ba Mull' F 2.875 45' Ba MW MIN. I 2X5 ANGLE CLIP 'If, �'O O 6083 -TB ALUM. - f 1 ,' R" m(Z' TOPVIEW A 's PRODUCT REVISED as comp)ying with the Florida Building Cods .0A -No. 17-0630.01 Expiration Date 05/26/2021 f . Mull Dhnenslon • et • POT Partf mulliob • Ste. Clip Offset Clip U -Clip Angle Clip X. 0) lib 666111M 6661122M 688241M BB8516M �' %6 X.a75' VI) • 66 866112M e661123M 665MM 868519M i'•X4'X.37WV'T•(11r •66663 • M1121A M1123M 635MM 666619M 1.25' .25' (1 1 12 M61127M ON1124M OW2410M 666511510 1.26' X3.25' X.624' (14) 2016irM315 OW1128M 6861125M 668241110 6665116M 4.25 X3.94' X.624' (15) 20162 OWII17M 6681126M 68624110 668517N •30 De9n;e X19) • A NA NIA 6e65110M • 45 DegrR (2•) MOD NA NA WA I 6685111M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Or- * No. 58703 �t"S''•�ORIOP. • •'G�� A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE E � I I I 4.000" Mull Dimension PGT Part# 5.4; .250'02" (sheet#) Mullion Std. Clip L1-CBp Angle Clip .375' X 2'X4" X.25 (16) 66602 666281M 666271M BMI12M T' X 6" X .25' (17) 68604 666282M 666272M 6E65113M MULLION I STANDARD CLIP 6W3 -T6 ALUM. 2 000' XSECTION NOTES! I * I .125 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING B. I DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. 5.438" 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. F ---1.480"--I 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5 500' _ �- 2000"--1 6-000' 2'X 6'X25" MULLION 6083-T6 ALUM. X -SECTION • in g C � --j f--.125 U -CUP 2X5 ANGLE CUP +I 5063-T6 ALUM. 6063-T6 ALUM. o Z 2.125 f XSECTION 2.000' XSECTION I N .125' -125' U y W Z $Nrc CUTHERETO .375 9.500' L _ SEE DETAIL F. .375 rt .375' MIN. r SHEET4 MIN. _ ______ ________ 3.438' I I I i I � 1 rt + 3.438" � I I I � I I I 1 I I STANDARD CUP U -CLIP, 608376 ALUM. /CENTER OF ANCHOR HOLE MUST LIE 6063-76 ALUM SED FOR 2" X 4' MULLION. SHEET WITHIN THE DASHED BOUNDARY. SEE TOPVIEW --- SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1/16". 5.500" CUTHERETO .375" 3.500'-CREATEF-CUP, ,375' I— SEEMALF, MIN. I 3.500"----, --1 -SHEET4 MIN. rt - I I I 1 1 I I I I I I I I I i I I 1 � I I I 4.000" 5.4; .250'02" .375' X MULLION 6063-T6 ALUM. X -SECTION 1 I I I I I 1 I I I I I * .250' �- 2000"--1 6-000' 2'X 6'X25" MULLION 6083-T6 ALUM. X -SECTION • in g C � --j f--.125 U -CUP 2X5 ANGLE CUP +I 5063-T6 ALUM. 6063-T6 ALUM. o Z 2.125 f XSECTION 2.000' XSECTION I N .125' -125' U y W Z $Nrc CUTHERETO .375 9.500' L _ SEE DETAIL F. .375 rt .375' MIN. r SHEET4 MIN. _ ______ ________ 3.438' I I I i I � 1 rt + 3.438" � I I I � I I I 1 I I STANDARD CUP U -CLIP, 608376 ALUM. /CENTER OF ANCHOR HOLE MUST LIE 6063-76 ALUM SED FOR 2" X 4' MULLION. SHEET WITHIN THE DASHED BOUNDARY. SEE TOPVIEW --- SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1/16". 5.500" CUTHERETO .375" 3.500'-CREATEF-CUP, ,375' I— SEEMALF, MIN. I 3.500"----, --1 -SHEET4 MIN. rt - I I I 1 1 I I I I I I I I I i I I 1 � I I I I I I I I I I I i I I I I I 5.4; 4.688' I -- STANDARD CLIP 6053-T6 ALUM. TOP VIEW CENTER OF ANCHOR HOLE MUSTLIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DWMLTER ANCHOR DIAMETER + 1116 5.000' 375' MIN. I l_____________________T I I i I I I I I I I 3.435" j I I I .375' MIN. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T8 ALUM, WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FCR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCY.OR DIAMETER . 1/16'. 11: • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .375' MIN. O PRODUCT REVISED an comp)yIn with the Florida 0uilding Cods NOA-No. 17-06130.01 Expiration Da 5/26/2021 BY .is G ProdYCt Cntrol LYN/y .......... wSM-Ze ; No. 58705 ' 375'_ - MIN. 'p v WTO Q A. L�N114JIILL�R, P.E. FL P.E.# 58705 I .375' I 1 I I I I I 1 I I I I I * 5.438' I I I I I 1 I I I I I --------� B. I 5.438" I 1 I I I•• •• • �• __J 2X5 ANGLE CUP VUP g 8 • • • 000 • • • 8063-T6 ALUM. USED FOR Z X6' MULL . SHEET s7• • : TOPMEW i ��i • • • • • • • • • • • 11: • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .375' MIN. O PRODUCT REVISED an comp)yIn with the Florida 0uilding Cods NOA-No. 17-06130.01 Expiration Da 5/26/2021 BY .is G ProdYCt Cntrol LYN/y .......... wSM-Ze ; No. 58705 ' 375'_ - MIN. 'p v WTO Q A. L�N114JIILL�R, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REWIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SURABLE,THE MULLION LENGTH IS 7Y AND THE OPENING WIDTH IS 32'+32+1"=65'. REFERENCING SHEET 25, THE COLUMN USING THE REQUIRED $ n NO ANCHORS tN HEAD LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114' AND WILL MEtT OR EXCEED PRESSURE OF +60.0F60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVARABLE IceDESIGN 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 j -a^ L FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. ^�� ` C PRODUCTS APPROVAL SHEETS 23 FROM TABLE 4A, SHEET 8, THE 1" X 2.75' X.650" MULLION (LENGTH - 72', OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THEEa E C4 OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 7r MULLION 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 7I(5 s U s LENGTH ^ ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. Z -! U. SEES 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL DETAILS, 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 -J f7 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. LL Ja 3 & IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINEU TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 638 LBS. ALTERNATIVELY, W O IN WINDOW SILL '636 THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF DMUt.—N-07.M. C--(60 LBS pSF) X )=524.9LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) - 4 a WIDTH 72.7 PSF Z 3 fiL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMRS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-318'. THE OPENING REQUIRES A L: D 'ZC u� 8H DESIGN PRESSURE OF+50.0/S5.0 PSF. FOR THE VERTICAL MULLION: FQ ¢ N a 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72'+t'-105' AND THE OPENING WIDTH IS 36'+s6'+1'=73'. REFERENCING SHEET 25. USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W PND WILL Q QQQ Z N to ;.60m Ec THE COLUMN MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE DUCT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 47 -, o` EXAMPLE 2 MULTIPLE MULLIONS ' DETAILS, FROM TABLE 3A, SHEET 7, THE 1'X 2.75' X.376* MULLION (LENGTH = 106', OPENING WIDTH - 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF W D- QgQ U) 5 SEE M.NLL MOTF1-1t-- SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U X Q � 2 i FROM TABLE 12A, SHEET 16, THE 2-X 4" X.250' MULLION (LENGTH = 108', OPENING WIDTH = B07 HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS LLI d Z r 1'O FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. >.0 _ � $ 0_ mD 32 sEE DSEE ETMAYBE F'ENESTIIATION AILS, 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'+74', NOT 73" AS PREVIOUSLY IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAI AIN PRODUCTS SHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE PRODUCT REVISED APPROVAL 24 THE 73" DIMENSION (3512'+35-172'*2'=737.ode as com yl ng with the Florida Building C 2) USE TABLE 126 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED NIDA-No. 17-0630.01 CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAMTAIN THE FASTENER'S EDGE DISTANCE. JER ICAL �� USING THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12' ONES AN ANCHOR CAPACITY OF 1050 LBWHICH IS GREATER, AND Expiration Data ExpiraDate 05/26/2021 q MULLION SEE SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. BY LENGTH DETAILS, DETAIL E. 6 FOR THE HORIZONTAL MULLIONS: w MNam d. Product Control OPENNG SHEETS 24 SHEET3 H 'T BECAUSE THE VERTICAL MULL WILL BE A 2" X 4' X .250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICIL MULLIONS. ALTERNATNELY, ANOTHER FOR HORQ. MULLION MULLION TYPE COULD BE CHOSEN. LENGTH 15 38' AND THE OPENING HEIGHT IS 32",72"-T=106'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE 0 tJ 1) THE MULLION USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X.250" MULLION (0 LENGTH - 42", OPEN:'NO HEIGHT =120') HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 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 CMV JAMBS ARE Ir Z 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 m t I I I ! I I 2J(4) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 340 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED I N`( LYNN ANCHOR CAPACITY OF 521 LBS. 38'. HORIZ. 39'.=7- 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE E SAME A 5 LB T &1 FOR THE U-CLIP SHOWS THE ANCHOR REQUIREMENT OF 521 LBS. THE 3 �1��' LICENs$ Z Q' •;�� �= �1I..� tlLL LENGTH MULL IENCNTr� CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THWEFORE SUIVBLE,CQp TIDE OU N OR CAPACITY OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW. • • • • • • • • • • • a _ * : No. 58705 FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: • • 010 • • • • • • •r •.;� +1-64.7 PSF FROM THE VERTICAL MULLION; TO CMU; S z `S % O +l-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). ATE ® T •.• = �� ` ''• THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. Soo a _ (�s �ORI�P•'' C-*0 a 000 690 THE PR66SUREII OF MULLIONS OR FENESTRATION x`1_10 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED wrrh*rH15 MULL9bN SYSTEM. LMNVEODESIGN PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSOR f'� UIROTHAT THE?t" THt MdLLICNN ANUTHE FENESTRATION PRODUCT BE INSTALLED IN , /0�`NAL a A. LYNl41NALLk�i, PE. U _ ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SU' Ti TES 141 FEREBftjBN:RO:UCIPS T` MULLION: a _ FL P.E.# 58705 • • • • • • • • • • • •• •• • • • •• •• EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRUW GULAR LOADING: PW PW 4t c PW Ev a - I I SHIDH SWDH S" SH/DH PW PW o IN�} F- I Z w 4 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I / / j M W co (5 Lu 0 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS o U �c I V j o Z SGD DOOR N Z aU �— 1 LOADING OF VERTICAL MULLION w -'€ >;O LOADING OF HORRONlAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS a Fa- R a? aD N PW LU � � E; LLJ z ® Ui a C ¢.. Q O s Z SH1DH O 4PRODUCT REVISED / as wmplyiny wltA the Florida Building- Lode .OA -Mo. 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By MULLION Mla a Product Cc of NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW 0 - CONFIGURATIONS NOT SHOWN 0 MAY BE EXTRAPOLATED FROM 00 2) IF THE LOADING TYPE CANNOT �.`` �N`( LYBE ryN • • DETERMINED, I M'Y� • P4 REC LAR LOAD NG. • ��a. L�CEN3F �� • • • • • • • • • 3) SEE PRODUCTS' APPROVAL FOR * : No. 58705 * — • •• ACTUAL ANCHOR LOCATIONS. ,moo • • • op • • // IL���I_r a Fa- R a? aD N PW LU � � E; LLJ z ® Ui a C ¢.. Q O s Z SH1DH O 4PRODUCT REVISED / as wmplyiny wltA the Florida Building- Lode .OA -Mo. 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By MULLION Mla a Product Cc of NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL LOADING OF VE • • • • • 4.OADING OF HORIZONTAL A.'LhNHIMILIEii, P.E. MULLION• • 0 •• • • • • • • • • • TAULLION • FL P.E.# 58705 • • • •• PW CONFIGURATIONS. - CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT �.`` �N`( LYBE ryN • • DETERMINED, I M'Y� • P4 REC LAR LOAD NG. • ��a. L�CEN3F �� • • • • • • • • • 3) SEE PRODUCTS' APPROVAL FOR * : No. 58705 * — • •• ACTUAL ANCHOR LOCATIONS. ,moo • • • TA • • LOADING OF VE • • • • • 4.OADING OF HORIZONTAL A.'LhNHIMILIEii, P.E. MULLION• • 0 •• • • • • • • • • • TAULLION • FL P.E.# 58705 • • • •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w Q � = I L s � i W G U L Z = Q F 'NOT PART SOF PERMIT C- U L L, C � NOT PART OF PERMIT NOT PART OF PERMIT NOT PART O BREAKFAST OF PERMIT r CL. BATH KITCHEN MEDIA ROOM HALL NOT PART NOT PART OF PERMIT OF PERMIT RECEIVEL WINDLOAD PRESSURE TABLE FOR WINDOWS TOTAL Sq.Ft.= 58.13 MARK DESCRIPTION WIDTH HEIGHT TRIG. POS.PRESSURE NEG.PRESSURE AREA P.S.F. P.S.F. ZONE N.O.A. Al FIXED IMP. 48.000 58.000 19.33 50.85 -55.36 INT (4) 18-0430.05 A2 IFIXED IMP. 48.000 19.250 6.42 53.13 -57.63 INT (4) 18-0430.05 B SINGLE -HUNG IMP. 37.000 63.000 8.09 53.13 -71.14 END (5) 18-0430.06 WINDLOAD PRESSURE TABLE FOR DOORS TOTAL Sq.Ft.= 22.61 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. AREA P.S.F. P.S.F. WINDOWS & DOORS 1 FRENCH DOOR IMP. 1 37.000 1 88.000 22.61 1 50.31 -54.81 1 INT (4) 17-0504.04 DEC 0 4 1019 �// r— i�� DINING ROOM GENERAL NOTES MULLION (horiz) 1 X 2.75 X 48 w *TWO STORY STRUCTURE (25' MEAN ROOF HEIGHT) ____ z • EXPOSURE: D Z (ABOVE) Up O • WIND VELOCITY: 175 MPH O • KD: 0.85 A2 •FLORIDA BUILDING CODE 2017 Al •ASCE 7-10 WIND CODE 0 BASED N TRIBUTARY AREA AS SHOWN • CONTRACTOR TO VERIFY DIMENSIONS CONTINUES FIRST FLOOR PLAN (partial) SCALE: 1/8"= 1' INSIDE INTERIOR FINISH INSIDE 1" X 6" P.T. WOOD BUCK (No.l PINE) 1/4" X 2-1/2" ULTRACONS : AT 4" FROM CORNERS AND c STAGGERED 8" O.C. ALONG THE 1"X 6' P.T. WOOD BUCK. DOW CORNING SEALANT (CCS) ••' U . CONTINUOUSLY APPLIED @ BACK U & PERIMETER OF WOOD BUCK. 2 2 q, STUCCO FINISH OUTSIDE EXISTING CONCRETE SUBSTRATE 1" x 6" WOOD BUCK INSTALLATION (TYPICAL) SCALE: 3"= 1' FA INTERIOR FINISH EGRESS REQUIREMENTS. - MINIMUM CLEAR WIDTH.'20" MINIMUM CLEAR HEIGHT.- 24" MINIMUM CLEAR OPENING: 5.7SQ.FT. MAXIMUM SILL HEIGHT: 44"/from finished f/oorj 1" X 4" P.T. WOOD BUCK SECOND FLOOR, NOTBEINGALTERED (No.l PINE) I- 1/4" X 2-1/2" ULTRACONS AT 4" FROM CORNERS AND 8" O.C. ALONG THE 1"X 4" P.T. WOOD SUCK. DOW CORNING SEALANT (CCS) CONTINUOUSLY APPLIED @ BACK & PERIMETER OF WOOD BUCK. ,3 STUCCO FINISH OUTSIDE EXISTING CONCRETE SUBSTRATE 1" x 4" WOOD BUCK INSTALLATION (TYPICAL) SCALE: 3"= 1' SCOPE OF WORK *ALUMINUM FIXED WINDOW ...IMPACT RESISTANT BY PGT INDUSTRIES ...NOA: 18-0430.05 • ALUMINUM SINGLE -HUNG WINDOW ...IMPACT RESISTANT BY PGT INDUSTRIES ...NOA: 18-0430.06 • ALUMINUM FRENCH DOOR ...IMPACT RESISTANT BY PGT INDUSTRIES ...NOA: 17-0504.04 • ALUMINUM TUBE MULLION ...IMPACT RESISTANT BY PGT INDUSTRIES ...NOA: 17-0630.01 DRAWN ON: 11/21/19 REVISED ON: DRAWN BY: SCALE: R.A.L.J. SHOWN CONTENT: WINDOWS & DOORS REPLACEMENT / INSTAL. 00 W "' U cy) Z ('7 W w0 Lu -C 0 110 O,vj Lu w Z tY W 0c)O = O N CO rQ G • SHEET'•••• .• / • •. • pVj � i, cs e • Q �N 15790 SW 88TH AVE MIAMI, FL 33157 AR 0017521 V ►�� 7 O; A 80017521 01,�.' ���