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WS-19-770 (2)Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit AtO.:1S-W19-770 Permit Type:windows/ShuttersMM610 51fiCAffLN7` Window/Door Replacement Permit Status: Approved Issue -Date: 04/09/2019 1 Expiration: 10/07/2019 Parcel Number 1421 NE 104 ST, Miami Shores, FL 33138-2663 1122320320060 Contacts HENRY DOW Owner HENRY DOW Applicant 1421 NE 104 ST, MIAMI SHORES, FL 33138 1421 NE 104 ST, MIAMI SHORES, FL 33138 Other: 3056612533 Other: 3056612533 THE WATER RESTORATION GROUP Contractor HENRY DOW Business: 3056612505 Description: 6 WINDOWS ON REAR ELEVATION 1 FRENCH Valuation: Inspection Requests: p $ 10,000.00 DOOR305-762-4949 Total Sq Feet: 875.00 Fees Amount Application Fee - Other 50.00 CCF 6.00 Copies Fee (Manual) 24.90 DBPR Fee 2.55 DCA Fee 2.00 Education Surcharge 2.00 Scanning Fee 9.00 Technology Fee 4.25 Windows/Shutters Fee 120.00 Total: 220.70 Building Department Copy Payments Date Paid Amt Paid Total Fees 220.70 Credit Card 04/09/2019 $220.70 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 construction and zoning. Futthhermore, I authorize the above named contractor to do the work stated. q 1 l VAr j k\. Authorized Signature: Owner / Applicant / Contractor / Agent Date April 09, 2019 Page 2 of 2 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 PERMIT APPLICATION 26ILDING ELECTRIC ROOFING PLUMBING MECHANICAL [:]PUBLICWORKS JOB ADDRESS: I —1 "L I kNj E ) (i14 c4 RECEIVED APR 0 9 2019 u-r-_ Qj fl FBC 20 FT Master Permit No. (z C ` Sub Permit No. WS rd q - I REVISION EXTENSION [:]RENEWAL CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: -33 3 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1'1_ Address: iL-k Z i Ai L Z OLAk Phone#: City: fl-V,CJI."" S LU-fes State: L Zip: S31 37 Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: TkC=`t C S 40r"V 0^ 6 Ccs,() Phone#: 3 b Address: :5 _S S A) —3 (2k ,_ '4 S T City: ^^ . State: Zip: " 3 ) S U Qualifier Name: Wkw Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: Addition `Alteration Newepair/Replace` Demolition Description of Work: 4 Q-kQ-U gA'1_311 , i Z`/le-It-h ad C11/ Specify color of color thru tile:, Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Revised 02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary Double Fee $ Bond $ = n TOTAL FEE NOW DUE $ L 7 0 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 be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was` acknowledged before me this g day of / P /-; \ , 201 4A- by i y r Vim-' , who is personally known to me or who has produced identification and who err Notary Public State of FloridaNOTARYPUBLIC: Abby Leon My Commission GG 117123 or w Expires 10/18/2021 Sign: Print: Aha(i lo e--) n Seal: as Signature Zil>11i:Tt tiP: The foregoing instrument was acknowledged before me this Y day of a 20 , by Irte, "J who is personally known to me or who has produced as identification and who did tak Notary Public State of Florida Abby Leon NOTARY PUBLIC: ,, gyp` MY Commission GG 117123 Sign: 4ZE Print: 4k)21 j.-, Seal: 9****f******************************************************************* APPROVED BY / G` Plans Examiner Zoning Structural Review Clerk Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than lx), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 2C,-'A-IB - ICI 2 40 MI.AM I•DADE OFFICE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RE11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA , www.miamidade •w/econom PGT Industries, Inc. • • :000 1070 Technology Drive •••••• •••• •••••• North Venice, FL 34275 •. . • COPE: ' ' • R E C E 1 his NOA is being issued under the applicable rules and regulations governi4 dhe use .of construction..' O 9 I JSnnaterials. The documentation submitted has been reviewed and accepted by IvEarai0Dade•IF"Inty REO w • • APR Product Control Section to be used in Miami Dade County and other areas whete%?dwed by t11e Authorit, y Having Jurisdiction (AHJ). "•'•' is NOA shall not be valid after the expiration date stated below. The Miami-Dtt lp•Cjunty 'ro4yct Corkrvl• • ection (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) ftftNd 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. 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 Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control doom Section. ISS WACT RATING: Large and Small Missile Impact Resistant L IE1 GLRATING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, Xn s, Wand following statement: "Miami -Dade County Product Control Approved", unless otherwise L ofthis NOA shall be considered after a renewal application has been filed and there has been g =m the applicable building code negatively affecting the performance of this product. Aip 1TION of this NOA will occur after the expiration date or if there has been a revision or change o m in he ateridls,Iuse, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any )roduct; for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to omplyEwit- any section of this NOA shall be cause for termination and removal of NOA. VERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and o toilowed Vy t6l expiration date may be displayed in advertising literature. If any portion of the NOA is cy. >spl yedjthen it shall be done in its entirety. Ir INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its LLL Rl 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 and 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 Manuel Perez, P.E. NOA No. 18-0430.05 MIAMI•DADE COUNTY Expiration Date: February 19, 2024 Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. t 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 Insta1la7tAP*" 9(! uideliiVV; , shee jo l• •; through 11 of 11, dated 04/12/13, with revision C date& 4006/17,.prepared. by.. manufacturer, signed and sealed by Anthony Lynn Miller, P.P.: • •; 0 • • 0 • • • • • B. TESTS.. 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pet tBC, iAs 202-94 . 2) Large Missile Impact Test per FBC, TAS 2d1-94 ; • 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 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per 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) Dj Manuel Per z, E. Product Control a 11 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, comflyirlg with•VRC05th .... : • Edition (2014) and FBC 6" Edition (2017), dated 09/15/17, prepared by ; ... manufacturer, signed and sealed by Anthony Lynn Miller, P.E "" "" 000000 2. Glazing complies with ASTM E1300-09 • • • • • • D. QUALITY ASSURANCE • • • • • • • • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resod "'CRER).* E. MATERIAL CERTIFICATIONS • • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amtricd, Inc: fpttheir • Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" datel61719/17, 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 Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Pere , E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 9999 1. Statement letter of conformance to FBC 5th Edition (2014) and FB`G.6th* Edit4pp, 2017), dated 08/29/17, issued by manufacturer, signed and0sealed by A4*vny Lynn-* 9999.. 9999 9999.. Miller, P.E. • 2. Statement letter of no financial interest, dated 06/09/17,•jWwd by Qj4ufac+r,-- signed and sealed by Anthony Lynn Miller, P.E. • • • • 6.0 0 9 6 0 0. 3. Proposal No. 16-1372B issued by the Product Control Sectidfi; dated 1 I/q A.6, sigve4 • 9999 9999 9999.. by Manuel Perez, RE 6 0 4. Proposal No. 16-0125 issued by the Product Control Section; dated 03/09/160 signed.,,; 9999.. by Ishaq Chanda, P.E. • 9999.. 5. Laboratory compliance letter for Test Report No. FTL-7212,0dated 03/20/13, sighed • and sealed by Marlin D. Brinson, P.E. 9999 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. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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. rp ), , Manuelere , 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 0640 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9.4 •, •,,,,• 00••06 2) Uniform Static Air Pressure Test, Loadingper;BC, TAS.202-94 3) Water Resistance Test, per FBC, TAS 202'94' • • •' • • • • • • • 4 Large Missile Impact Test per FBC, TAS %j::644 ' 0000 .... 5) Cyclic Wind Pressure Loading per FBC, TASZU3-94..,,• 6) Forced Entry Test, per FBC 2411.3.2.1, a11d;TPCS 201-940• ••:..' 7) Drop Load Test, per CPCS 16 CFR 1201 jCai'11) and'A'MSI Z9'/'i•;• 400 foot-pound impact) • along with marked -up drawings and installation diagram of 1 series PW7M/PW7720 aluminum fixed window, prepared by Fenestration Testing LPoraltory, Jng',•Test 4000 Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis UMga, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th 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 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, complying with FBC 61h Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Perez E roduct Control Exa in NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 GENERAL NOTES: SERIES PW7720A IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH 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 REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A - 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X 2-5 ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL 2-5 BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 6 WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. INSTALLATION, INT. FIN B...........9 O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 10 DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. 7/16" Lami (3116" HS -.090" SG - 3/16" HS) NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL 4 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" HS -.090" SG - 3/16" HS) INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. Q 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 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 6-1/2" MAX. IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 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) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763; ELCC ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. CODES / STANDARDS USED 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION ASTM E1300-09 ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM -2015 AISI S100-12 9AISC 360-10 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. 49" TIP -TO -TIP WIDTH 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH F— IB, SHEET 6 - i 6-1/2" MAX. A 96" BUCK HEIGHT 93-1/4" VISIBLE LIGHT HEIGHT I C - SHEET 7 12" MAX. O.C. 97" - TIP -TO TIP HEIGHT I i B 12" MAX. O.C. 6„ J MAX. TYP. FLANGED FRAME 1=1 1=\/ATInNI GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES... ..... ___. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A........... 8 INSTALLATION, INT. FIN B...........9 5 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................10 7/16" Lami (3116" HS -.090" SG - 3/16" HS) PARTS LIST...................................10 7 TABLE 1: FIGURE 1: 12" O.C. MAX. 12" O.C. MAX. / 6" MAX. Type Description Sheet 1 7/16" Lami (3/16" An -.090" PVB - 3/16" HS) 2 2 7/16" Lami (3/16" HS -.090" PVB - 3/16" HS) 3 3 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" An -.090" PVB - 3/16" HS) 2 4 1-1/16" Lami. IG (3/16" T- 7/16" Air - 3/16" HS -.090" PVB - 3/16" HS) 3 5 7/16" Lami (3/16" An -.090" SG - 3/16" An) 4 6 7/16" Lami (3116" HS -.090" SG - 3/16" HS) 5 7 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" An -.090" SG - 3/16" An) 4 8 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" HS -.090" SG - 3/16" HS) 5 SG" = "KURARAY SENTRYGLASw INTERLAYER" BY KURARAY AMERICA, INC. PVB" = "KURARAY TROSIFOL® PVB INTERLAYER" BY KURARAY AMERICA, INC DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANCE 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH 6" MAX. D, SHEET 7 C BUCK HEIGIG HT i 93-1/4" VISIBLE LIGHT HEIGHT E, SHEET 8 G, SHEET 9 f Hl I 5" MAX. O.C. D 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME ELEVATION 48" BUCK WIDTH - 45-1/4" VISIBLE LIGHT WIDTH F, SHEET 8 H. SHEET 9 2" MAX E, G t 1 93-1/4" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT 5" MAX. O.C. TYP. FIN FRAME PI 1=\/ATIr'1NI 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" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH WIDTH { WIDTH - ' WIDTH T= 11, T -- ii ii icoILD w I w j w L_ J J_L — — J i- WIDTH--- F-- WIDTH I -- WIDTH { TF_ --- L) Lux 1 I-- WIDTH --{ Tr w O x L J I WIDTH x LD Lux 1 i'RODUCT REVISED s compl,,i* ilaih the Florida Aecertawce I` • • nom. r ,e Ade ?rodua rtt: ! • - ljR;Q3/16/18 - QDATED.••- OES AND612ES FOIloo@' Q A.§S TYPeg V8. "":' SERIES NAME CHANGE TO'. 772,OA FRCU FA.• " W z Y p i C6 N w p o O r- = o'> O57c]0 04 Z LU O 'a' U M w J CD O W ti a UMoij O _j o a Cl n = Z JZLL r- o C7 W N, Q OJW200 O Z2 ¢ ON W .-. U Z M0 Z a' 0 O O o U Q j Q LL O0 J Q W J rn F_ W aays n H O O Z Q Z Z aioDs Q 0 LL Q p w Ly X W 5_ E 0 ao 11710 sauas LYNAt It ' L10EN'911 No. 58705 fTX714' F ORIDP.•• NAL EN II i A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2 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 3 YT as : ta?;Y iut?=g e:•i:.* lt 4orir3a Window Design Pressure (+/-, psf) for Glass Type 1 j a I A" h .-de Prod-," Cokrol SHORT l SIDE Long Side, Ti to Tip (in) N c U J CD of W 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 31 80 80 80 80 80 80 80 80 80 80 80 33 80 80 80 80 80 80 80 80 80 80 80 35 80 80 80 80 80 80 80 80 80 79.8 79.4 37 80 80 80 80 80 80 79.7 77.2 75.1 73.4 72.2 39 80 80 80 80 80 78.1 75.2 72.5 70.3 68.5 66.3 0 41 80 80 80 79.8 77.2 74.3 71.3 67.9 65.1 63.4 61.6 c 43 80 80 80 77.4 74.3 71.3 68.2 1-64.7 61.6 59.8 58.2 CL F-45 45 80 80 78.9 75.4 72.1 68.9 65.6 62.2 59.7 57.5 R 47 80 80 77.2 73.6 70.1 66.8 63.5 60.3 57.7 0. 49 80 79.3 75.6 71.9 68.3 64.9 61.5 58.2 m 51 80 1-77.5 74.1 70.3 66.7 63.1 59.7 53 79.1 75.6 72.4 68.8 65.1 61.5 0 55 77.4 73.8 70.5 67.3 63.5 LU) 57 75.8 72 68.6 65.3 59 742 70.3 66.8 61 72.7 68.7 65 63 71.2 67.1 65 69.7 65.5 67 68.3 68-7/8 67 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 3 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. 7/16" LAMINATED GLASS STACK 090" PVB INTERLAYER 6" HEAT STRENGTHENED GLASS 3/16" ANNEALED GLASS 4 11 5/8 Imo- LONG SIDE GLASS BITE 1-3 SHORT EXTERIOR SIDE 20 13yp GLASS TYPE 1 f -- LONG SIDE --I SHORT SIDE i TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK _ 7/16" LAMINATED GLASS STACK 3/16" HEAT 3/16" TEMPERED GLASS STRENGTHENED GLASS 3/16" ANNEALED GLASS 7/16" AIR SPACE EXTERIOR a GLASS TYPE 3 090" PVB INITERLAYER I 5/8" GLASS BITE I SHORT I _ l SIDE f YT as : ta?;Y iut?=g e:•i:.* lt 4orir3a Window Design Pressure (+/-, psf) for Glass Type 3 j a I A" h .-de Prod-," Cokrol SHORT l SIDE Long Side, Ti to Tip (in) N c U J CD of W 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 31 80 80 80 80 80 80 80 80 80 80 80 33 80 80 80 80 80 80 80 80 80 80 80 35 80 80 80 80 80 80 80 80 80 80 80 37 80 80 80 80 80 80 80 80 80 80 80 39 80 80 80 80 80 80 80 80 79.4 76.4 74.3 0 41 80 80 80 80 80 80 80 76.7 73.5 70.9 69 43 80 80 80 80 80 80 77 73.1 69.6 66.9 65.2 F 45 80 80 80 80 80 77.8 74.1 70.3 67.5 63.9 g 47 80 80 80 80 79.2 75.4 71.7 68.1 65.1 CL i= 49 80 80 80 80 77.2 73.3 69.5 65.8 51 80 80 80 79.4 75.3 71.3 67.5 53 80 80 80 77.7 73.5 69.5 0 55 80 80 79.6 76 71.8 LU) 57 80 80 77.5 73.8 59 80 79.4 75.4 61 80 77.6 73.5 63 80 75.8 65 78.8 74 s7 77.2 68 7/8 74.9 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. 7/16" LAMINATED GLASS STACK 090" PVB INTERLAYER 6" HEAT STRENGTHENED GLASS 3/16" ANNEALED GLASS 4 11 5/8 Imo- LONG SIDE GLASS BITE 1-3 SHORT EXTERIOR SIDE 20 13yp GLASS TYPE 1 f -- LONG SIDE --I SHORT SIDE i TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK _ 7/16" LAMINATED GLASS STACK 3/16" HEAT 3/16" TEMPERED GLASS STRENGTHENED GLASS 3/16" ANNEALED GLASS 7/16" AIR SPACE EXTERIOR a GLASS TYPE 3 090" PVB INITERLAYER I 5/8" GLASS BITE I SHORT I _ l SIDE f W z YT as : ta?;Y iut?=g e:•i:.* lt 4orir3a LONG SIDE j a I A" h .-de Prod-," Cokrol SHORT l SIDE NO.CHANPE$THIS SF1E•.•• W z YT as : ta?;Y iut?=g e:•i:.* lt 4orir3a N j a y IL laze A" h .-de Prod-," Cokrol O O NO.CHANPE$THIS SF1E•.•• N Z LU O w N c U J CD of W W z YT D N j a w O O o > O O N Z LU O w N c U J CD of W Ka uMwG O - O a cn 11- (D = Z Jz W N W C)U o o 0 ON W C7 7 9MG OCOOn - Z o o n0F- iJ W 3 Q IL O N Q aaysCOW rn Z of U) O Z Q Z W aiois o LO a w Z U W W e x rj LL 0 d a#il osaG sauas IIIII/// ANY LYNN'%, r.•' GENSF'•% No.58705 Q ST cCOR,DP. S'S EAG . A. LYNN MILLER, P.E. P.E.# 58705 TARI F d 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. 7/16" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS EXTERIOR a 1-1/16" NOM. GLASS STACK Y 7/16" LAMINATED TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR nab Window Design Pressure (+/-, psf) for Glass Types 2 & 4 O GLASS STACK HORIZONTALLY AS SHOWN. co OO 090" PVB INTERLAYER 3/16" TEMPERED GLASS W N 3/16" HEAT STRENGTHENED GLASS M wr W LONG SIDE 3/16" HEAT Lonq Side, Tip to Ti in ZLL 3/16" HEAT STRENGTHENED GLASS f f— LONG SIDE 7jumoic STRENGTHENED GLASS 7/16" AIR SPACE 2 L N 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 113 117 121 125 129 133 137 141 145 31 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 +/-80 +/-80 +/-80 Z 33 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 +/-80 +/-80 +/-80 L 35 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 s 37 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 39 80 80 80 80 80 80 80 80 80 80 80 80 80 80 41 80 80 80 80 80 80 80 80 80 80 80 80 G 43 80 80 80 80 80 80 80 80 80 80 80 a 45 80 80 80 80 80 80 80 80 80 80 47 80 80 80 80 80 80 80 80 80 n i= 49 80 80 80 80 80 80 80 80 51 80 80 80 80 80 80 80 53 80 80 80 80 80 79.1 0 55 80 80 80 80 78.6 57 80 80 80 79.1 59 80 80 80 61 80 80 79.3 63 80 80 65 80 80 67 80 68-7/8 80 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. 7/16" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS EXTERIOR a GLASS TYPE 2 EXTERIOR a GLASS TYPE 4 f---- LONG SIDE I SHORT SIDE t LONG SIDE I SHORT I SIDE PRODUCT REVISED a.3 complying i4iJ4 the Flotida 1>ui:ditt Code 9-9 Y1 IIA.. ate X_, 9999• 9690• 9990 • • 6W"CHA4GES6THIS SF Uj.,• 9900 0900:. 9999•• 9009.• z 1-1/16" NOM. GLASS STACK Y 7/16" LAMINATED TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR nab w p O GLASS STACK HORIZONTALLY AS SHOWN. co OO 090" PVB INTERLAYER 3/16" TEMPERED GLASS W N 3/16" HEAT STRENGTHENED GLASS M wr W LONG SIDE 3/16" HEAT goJOav) ZLL 3/16" HEAT STRENGTHENED GLASS f f— LONG SIDE 7jumoic STRENGTHENED GLASS 7/16" AIR SPACE 2 L N W 0 090" PVB INTERLAYER 7— 11 N9 SHORT SIDE 9a S/na 5 p SS5/8" U J 5/8" LL O M DET GLASS BITE GLASS BITE W Iaa4S rn GLASS TYPE 2 EXTERIOR a GLASS TYPE 4 f---- LONG SIDE I SHORT SIDE t LONG SIDE I SHORT I SIDE PRODUCT REVISED a.3 complying i4iJ4 the Flotida 1>ui:ditt Code 9-9 Y1 IIA.. ate X_, 9999• 9690• 9990 • • 6W"CHA4GES6THIS SF Uj.,• 9900 0900:. 9999•• 9009.• z YWv N N nab w p O pLLI i co OOa;op0, U' N z w W N M wr W I` goJOav) ZLLZ (D r- = 7jumoic G 2 L N W 0UUoo Z N9W 9a S/na it o pzo UU J W m LL O M Q U) W Iaa4S rn Z C14 to 0 O U7 Z Z) Q W L Z W aoO Z w 0 C.) We X W s LLIL W saQ sauaS x{11111//// NY LYNN '/•, Or LICENSE No. 58705 rATtOF 40 s10N A1 L EN A. LYNIJ MILLER, P.E. P.E.# 58705 TABLE 5 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 6: Y W SIDE Window Design Pressure (+/., psf) for Glass Type 5 Lj I I_ SHORT l SIDE f 0'q z Long Side, Tip to Ti in) M w ca UMD/j r) -i o an LL r Z 68-7/8" 73 77 78-3/4 81 85 1 89 93 1 97 97 105 109 110-1/2 110-1/2 37 90/-130 90/-127.5 90/-123.5 90/-121.7 90/-119.8 90/-116.5 90/-113.5 90/-111 90/-108.5 90/-130 90/-104.5 90/-104.5 901-104.5 90/-130 39 90/-126.1 90/-120 90/-114.5 90/-112.9 90/-111 90/-107.5 90/-104.5 90/-101.7 90/-99.5 90/-130 90l-96.1 90/-94.6 90l-94.1 901-130 41 90/-120.1 90/-113.5 90/-107.3 90l-105.2 90/-103 90/-100.5 90/-97.8 90/-94.9 90/-92 M+/-79.7 88 86.5 86 901-130 43 90/-114.4 90/-107.5 90/-102.5 90/-100.7 90/-98.6 90/-95.2 90/-92.2 89.1 85.8+/-81.4 90/-122.6 90/-120.1 80.4 80.1 90/-118.1 45 90/-108.7 90/-102.5 90/-98.8 90/-97.1 90/-94.9 90/-91 87.3 84.1 81.7 90/-112.5 77.8 76.1 75.6 2 47 90/-104.4 90/-99.8 90/-95.7 901-93.9 90/-91.6 87.5 83.6 81 78.9 90/-103.9 74.7 72.7 72 90/-97.1 49 90/-101.1 901-97 90/-92.8 90/-90.9 88.5 84.3 81.2 78.5 76.1 73.9 71.7 69.6 68.9 CL i= 51 90/-98.1 90/-94.1 90/-90.1 88.2 85.7 82 79.1 l-76.3 73.6 71.2 68.9 66.8 65.9 2 53 90/-95.3 90/-91.1 87.4 85.6 83.3 80 77 74.1 71.3 68.7 66.3 64 63.2 CL i= 55 90/-92.5 88.2 84.3 82.9 81.4 78.1 74.9 l-71.9 69.1 66.4 63.9 61.8 61.2 ai 57 89.8 85.3 81.8 80.6 79 76.2 73 69.9 66.9 64.1 61.9 60.1 75.4 gFn 59 87.1 82.8 79.7 78.4 76.8 74 71.1 67.9 64.8 62.2 60.3 74.9 72.3 71.4 61 84.6 80.8 77.6 76.2 l-74.6 71.7 69 65.9 62.8 60.8 75.1 72.2 69.8 N 63 82.5 78.9 74.6 73.2 71.4 68.4 65.5 62.9 60.9 75.6 72.5 69.9 67.9 65 80.7 77 73.6 72.2 70.4 67.3 64.4 62 76.7 73.3 70.3 68.2 67 79 75.3 71.7 70.2 68.4 65.2 62.4 77.9 74.5 71 68.7 68-7/8 77.3 73.6 70 68.5 66.6 63.3 61.1 74 71 68.8 73 73.6 70.2 66.5 64.8 62.9 l-60.5 76.1 72.8 70 77 70 66.5 63.2 61.9 79.4 77.3 73.7 70.5 78-3/4 68.5 64.8 1-61.9 60.9 77.4 75.2 71.6 69 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 6: 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. 7/16" LAMINATED GLASS STACK 090" SG INTERLAYER 6" ANNEALED GLASS 3/16" ANNEALED GLASS EXTERIOR a 1 5/8" t13 ASS BITE Y I S20 GLASS TYPE 5 I- LONG SIDE SS HORDET i I - LONG SIDE SHORT i SIDE i TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1 /16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/15" TEMPERED GLASS 7/16" AIR SPACE EXTERIOR a GLASS TYPE 7 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 090" SG INTERLAYER 1 5/8" GLASS BITE I SHORT I _ 1 SIDE f Y W SIDE Window Design Pressure (+/-, psf) for Glass Type 7 Lj I I_ SHORT l SIDE f 0'q z N Long Side (in) M w ca UMD/j r) -i o an LL r Z 68-7/8 1 73 77 78-3/4 81 1 85 89 93 97 101 105 109 110-1/2 31 90/-130 90/-130 90/-130 90/-130 90/-130 1 +90/-130 90/-130 90/-130 90/-130 90/-130 90/-130 90/-130 90/-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/-130 901-130 35 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 37+90/-130 z_ 90/-130 90/-130 90/-130 90/-130 90/-130 90/-128.3 90/-125.4 90/-122.6 90/-120.1 90/-118.1 901-118.1 90/-118.1 e 39 90/-130 90/-130 90/-129.4 90/-127.5 90/-125.4 90/-121.5 90/-118.1 90/-114.9 90/-112.5 90/-110.4 90/-108.6 90l-106.9 90/-106.3 41 90/-130 90/-128.3 90/-121.2 90/-118.9 90/-116.4 901-113.6 90/-110.5 90/-107.2 90/-103.9 90/-101.3 90/-99.4 90/-97.7 90/-97.1 43 90/-129.3 90/-121.5 90/-115.8 90/-113.8 90/-111.4 90/-107.5 90/-104.2 90/-100.6 90/-97 90/-93.8 90/-92 901-90.9 90/-90.5 45 90/-122.9 90/-115.8 90/-111.6 90/-109.7 90/-107.3 90/-102.8 90/-98.7 90/-95 90/-92.3 90/-90.1 1-87.9 80/-85.9 80/-85.4 47 90/-118 90/-112.7 90/-108.1 90/-106.1 90/-103.5 90/-98.8 90/-94.4 90/-91.5 89.1 I 86.7 80/-84.4 80/-82.1 80/-81.3 49 90/-114.2 90/-109.6 90/-104.8 90/-102.7 90/-100 90/-95.3 90/-91.8 88.7 86 80/-83.5 80/-81 78.7 l-77.8 51 90/-110.9 90/-106.3 901-101.8 90/-99.6 90/-96.9 90/-92.7 89.3 86.2 80/-83.2 80/-80.5 77.9 75.4 l-74.5 05 53 90/-107.7 90/-102.9 90/-98.7 90/-96.7 90/-94.1 90/-90.4 87 80l-83.7 80/-80.6 77.7 74.9 72.3 71.4 0 55 90/-104.5 90/-99.6 90/-95.3 90/-93.7 901-91.9+/-88.3 80/-84.6 80/-81.3 78.1 75.1 72.2 69.8 69.1 L 57 90/-101.5 90/-96.4 901-92.5 90/-91 89.3 801-86.1 80/-82.4 78.9 75.6 72.5 69.9 67.9 59 90/-98.5 901-93.5 90 88.5 80/-86.8 80/-83.6 80/-80.3 76.7 73.3 70.3 68.2 61 901-95.6 90/-91.3 87.7 80/-86.2 80/-84.3 80/-81 77.9 74.5 71 68.7 63 90/-92.2 88.1 80/-84.3 80/-82.7 80/-80.7 77.3 74 71 68.8 65 90/-91.2 87 80/-83.2 80/-81.6 79.6 76.1 72.8 70 67 89.3 80/-85 80/-81 79.4 77.3 73.7 70.5 68-7/8 87.3 80/-83.2 79.1 77.4 75.2 71.6 69 73 80/-83.2 79.4 75.1 73.2 71 68.4 77 79.1 75.1 71.4 69.9 78-3/4 77.4 73.2 69.9 68.8 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. 7/16" LAMINATED GLASS STACK 090" SG INTERLAYER 6" ANNEALED GLASS 3/16" ANNEALED GLASS EXTERIOR a 1 5/8" t13 ASS BITE Y I S20 GLASS TYPE 5 I- LONG SIDE SS HORDET i I - LONG SIDE SHORT i SIDE i TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1 /16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/15" TEMPERED GLASS 7/16" AIR SPACE EXTERIOR a GLASS TYPE 7 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 090" SG INTERLAYER 1 5/8" GLASS BITE I SHORT I _ 1 SIDE f PRODUCT REVISED azs mviy g Witl3 ``F otida P4, ddirf Code F.dk B3ate Q' 0000•• asuc Pr-11ct G tso • 0000• 0000 • • 3R•03/16/18-VPDATEQie •;••• VAOES AAUSV-:S. • • • • • 0000 • • i • • i • • 0000•• 0 000000.• 0000 W z Y W SIDE Lj I I_ SHORT l SIDE f PRODUCT REVISED azs mviy g Witl3 ``F otida P4, ddirf Code F.dk B3ate Q' 0000•• asuc Pr-11ct G tso • 0000• 0000 • • 3R•03/16/18-VPDATEQie •;••• VAOES AAUSV-:S. • • • • • 0000 • • i • • i • • 0000•• 0 000000.• 0000 W z Y W N w_ O i 0, Oa;oQ 0'q z N U) M w ca UMD/j r) -i o an LL r Z Z = 2 LLj rW J cc~ G U U 0 00 Z ON O7rZh O Z 0-')ao Q U F- W J Q o Q aauS rn Z W U) F- F- 0 W Z aW 010:1S o z_ a Z O WWW L) e X W s W 0 d a;;!1 aSaN sauaS III1111I1/!/ i GENS No. 58705 O S dFt 411 lV i .FCORIDP.•' N SS'ONAL EAG \\ A./LYNNIMILLER P.E. P.E.# 58705 TADI C 7 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. 1-1/16" NOM. LONG as omno :ag with the Fimida SIDE 7/16" LAMINATED nab GLASS STACK Window Design Pressure (+/-, psf) for Glass Types 6 & 8 SIDE I 7/16" LAMINATED GLASS STACKGLASSSTACK 1E Pe`oSt Y"fi Q•c `- 0000 0000.. 0000 U) di w*W/16/1$ - L1P.DATED..:. • • WAILAS AMQ %VS. c 090" SG INTERLAYER 3/16" TEMPERED GLASS Long Side, Tip to Tip (in) 0000•. 0 0000•• 000 0 00. 0000.00 3/16" HEAT STRENGTHENED GLASS c) 3/16" HEAT 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 1 109 110-1/2 113 117 121 125 129 137 145 4 11 31 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 90/-130 90/-130 90/-130 90/-130 +90/-130 +90/-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 90/-130 90/-130 90/-130 90/-130 +90/-130 +90/-130 35 90/-130 90/-130 90/-130 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 90/-130 +80/-110 +80/-110 EXTERIOR 37 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 90/-130 90/-130 90/-130 90/-130 +80/-110 +80/-110 39 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 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 80/-110 80/-110 80/-110 80/-110 +80/-110 +80/-110 43 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 80/-110 +80/-110 +80/-110 5 45 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 80/-110 80/-110 80/-110 +80/-110 n 47 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 80/-110 80/-110 80/-110 80/-110 0 49 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 80/-110 80/-110 80/-110 80/-110 51 90/-130 90/-130 90/-130 90/-130 90/-130 90/-130 90/-130 89.4/-128. 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110a H 53 90/-130 90/-130 90/-130 90/-130 90/-130 90/-130 88.8/-128.1 80/-110 80/-110 80/-110 80/-110 801-110 80/-110 80/-110 80/-110 1 v 55 90/-130 90/-130 90/-130 90/-130 90/-130 88.8/-128.1 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 57 90/-130 90/-130 90/-130 90/-130 89.4/-129 80/-110 801-110 80/-110 80/-110 801-110 80/-110 80/-110 0 59 90/-130 90/-130 90/-130 89.5/-129.1 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 U) 61 90/-130 90/-130 89.6/-129. 80/-110 801-110 80/-110 80/-110 80/-110 80/-110 80/-110 63 90/-130 90/-130 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 65 90/-130 90/-130 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 67 90/-130 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 68-7/8 90/-130 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 73 80/-110 80/-110 80/-110 80/-110 80/-110 80/-110 77 80/-110 80/-110 80/-110 80/-110 78-3/4 80/-110 1 80/-110 80/-110 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 HORIZONTALLY AS SHOWN. LONG SIDE SS HORDET i I — LONG SIDE I SHORT SIDE 1-1/16" NOM. LONG as omno :ag with the Fimida SIDE 7/16" LAMINATED nab GLASS STACK I_ SIDE I 7/16" LAMINATED GLASS STACKGLASSSTACK 1E Pe`oSt Y"fi Q•c `- 0000 0000.. 0000 U) di w*W/16/1$ - L1P.DATED..:. • • WAILAS AMQ %VS. c 090" SG INTERLAYER 3/16" TEMPERED GLASS 0000•. 0 0000•• 000 0 00. 0000.00 3/16" HEAT STRENGTHENED GLASS c) 3/16" HEAT W — 07 ON W c9 C7 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS oZrna 0 STRENGTHENED GLASS 7/16" AIR SPACE J J w 3 Q LLU O 090" SG INTERLAYER 4 11 aayS 11 n Z W N U) W Z 5 Of moos LL CL i Z LU U W 5/8" e Xk/GLASSBITE LL 0 d GLASS BITE SaUaS 1-2 EXTERIOR EXTERIOR 20 75-78 21 13 GLASS TYPE 6 GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE SS HORDET i I — LONG SIDE I SHORT SIDE W z SIDE LONG as omno :ag with the Fimida SIDE 41 nab SHORT I_ SIDE I W z SIDE 0 as omno :ag with the Fimida N BW)ding (We 0000 nab f SHORT SIDE Eck Date. W z PRODUCT REVISED 0 as omno :ag with the Fimida N BW)ding (We 0000 nab A"tesce No moi'• Uj Eck Date. ib "•. • • 0000:. 1E Pe`oSt Y"fi Q•c `- 0000 0000.. 0000 U) di w*W/16/1$ - L1P.DATED..:. • • WAILAS AMQ %VS. c ria 0000• . 0000•. 0 0000•• 000 0 00. 0000.00 W z Y 0 N N nab Uj v O Lr) O O Ur N z wa;° Q O -,t m C14 U) w J M (D X W riaJOwcnZ Z CD LL N 2 W 0c) W — 07 ON W c9 C7 DMO oZrna 0 ZO J J w 3 Q LLU O Q aaySn Z W N U) W Z Q Of moos LL CL i Z O LU U W w e X 5 LL 0 d 7sac] SaUaS NY LYNN No. 58705Lq' 0 WATOF i '•.F<ORIDF" S/ONAL 01•\• A. LYNN MILLER, P.E. P. E.# 58705 2X WOOD BUCKSTRIP OR FRAMING, SEE N6TE 2, THIS SHEET INSTALLATION TYPE A TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE DISTANCE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" EMBEDMENT o INSTALLATION EDGE DISTANCE TYPE B 1EMBEDMENT 1 1 1 /4" MAX SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. VERTICAL SECTION B -B EDGE DISTANCE a CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION METHOD D l INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT 1X WOOD BUCKSTRIP, 1/4" MAX SEE NOTE 2, THIS SHEET— SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 1 SEE TABLE 8, THIS SHEET 1/4" MAX. SHIM f f STEEL SELF -DRILLING U SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET F1/4" MAX SHIM f 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET INSTALLATION NOTES: EXTERIOR \ 4 11 VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A Irl lnffA EMBEDMENT a e EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. S acin 12 or #14 410 SS Screw Southern Pine SG ---0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063" * 12" A36 Steel 3/8" 0.063" * 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga * 12" 12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063" * 12" A36 Steel 3/8" 0.063" * 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga * 12" 1/4" 410 SS CreteFlex Un routed CMU, ASTM C-90 2-1/2" 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon Concrete min. 2.85 ksi 1" 1-3/4" 12" Concrete min. 2.85 ksi 2-1/2" 1-3/8" 12" Un routed CMU ASTM C-90 2-1/2" 1-1/4" 12" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 12" Grouted CMU ASTM C-90 2-1/2" 1-3/4" 12" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 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 AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fy Min. F„ Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon@ 155 ksi 177 ksi 410 SS Elco CreteFlex@ 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi VRODUCT REVISIED as cu,npiy* with tk* Fierida 0 t3eiddiag•Code ' • • • ' L- rr0 t o 30. 9:0 E I7aaa r- w Ley' • pwa Oaaop NO.CHANGES jTHIS SF=., 00 • c p u.Mop 0_j O CL Z JZLLx W N2 W U U o o! 0 W z Y 0 nayiN r- w v O o'f U' CV O Oaaop z NM C9 I` f` p u.Mop 0_j O CL Z JZLLx W N2 W U U o o! 0 W Z 00' = Q C9 7 ON 9M p O >.. Z o C) Z 0 $ O U J J Z O 0 Q O M U) F_ laay5 N Z J U) J O F— Z Q0® C) Z U) Z elDas o LL O W W Z CN Lu U X J 5 LL LL Ll an.'l asap sauas IIIIIf// I/ ONY LYN/v t•'• GENSF •. i No. 58705 0, iF6E CORIDP.•' ONA 011111%W A. LYNN MILLER, P.E. 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, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EMBEDMENT 1 EDGE DISTANCE 1/4" MAX 2 SHIM INSTALLATION TYPE G I— EMBEDMENT I 1/4" MAX SHIM USED FOR ALL ° SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION TYPE H I 1/4" MAX. SHIM EXTERIOR STEEL SELF -DRILLING SMS (G5), 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 r1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET J - CONCRETE CONCRETE PER EMBEDMENT ° ANCHOR a REQUIREMENT INSTALLATION I _ EDGE a TYPE F l TYP. ANCHOR TYPE, EMBEDMENTDISTANCEANDEDGEDISTANCEPER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D -D INSTALLATION NOTES: INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET v EXTERIOR \ 415 11 VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C -C TARI F 9- EMBEDMENT 8 t EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O. C. S acin 12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063"' 12" A36 Steel 3/8" 0.063"' 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' 12" 12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063" ' 12" A36 Steel 3/8" 0.063!'* 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' 12" 1/4" 410 SS CreteFlex Un routed CMU, ASTM C-90 2-1/2" 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon Concrete min. 2.85 ksi 1" 1-3/4" 12" Concrete min. 2.85 ksi 2-1/2" 1-3/8" 12" Un routed CMU ASTM C-90 2-1/2" 1-1/4" 12" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 12" Grouted CMU ASTM C-90 2-1/2" 1-3/4" 12" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 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 AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. F„ Min. F„ Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon@ 155 ksi 177 ksi 410 SS Elco CreteFlex@ 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as cornply S tivit.6 the Florida Building Code 000 AteeptA vliE--- Wa. hate • 000 v 0000•• 0000 • • 9vNQ,CHANGESjHIS SF(€•F:- 0000 .00004 000.• 6 ••.•.. 0000• W z Y naa ui N 1 TjW X F-- r - O LO O Oa;Da D N Z w tY N r— M x LU ti JMDJQ O J O a. LL = Z Z 2 LU, N 2 J W G U U o o W — W 00 U ON 9M0 C) > 2 Z O oZrn o O U J O O J Q Q Jaau5 rn Z Q C14 U) Iz- O Z Z Q Z_ 7S— O LL O J I- 0 C14 w U X E WW D_ ail sap sauas LYNAjf'% No.58705 tSTE OF 4 ` i .F<ORIOP.•' GN 910NAL ffflliil A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION EMBEDMENT AND EDGE EMBEDMENT OR FRAMING, SEE TYPE J DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET EDGE SEE TABLE 10, THIS SHEET DISTANCE I 1/4" MAX EDGE —_ I SHIM INSTALLATION DISTANCE 2X WOOD BUCKSTRIP TYPE Il I I OR FRAMING, SEEIIINOTE2. THIS SHEET EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4" INSTALLATION TYPE J USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. EXTERIOR a 1/4" MAX SHIM INSTALLATION TYPE L EMBEDMENT 1/4" MAX. SHIM f STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 1/4" MAX SHIM EDGE DISTANCE i TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE W EDGE DISTANCE ---•—I 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EXTERIOR VISIBLE LIGHT WIDTH = 1 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E -E 1 Ti il EMBEDMENT 1 Anchor Substrate Min. Edge Distance Max. O.C. S acin 2-1/2" x .113" Box Nail Southern Pine SG=0.55 5/16" 5" 2-1/2" x .131" Common Nail Southern Pine SG=0.55 3/8" 5" 2-1/2" x .145" Roofing Nail Southern Pine SG=0.55 3/8" 5" 10 x 1" Steel Screw (G5)" Southern Pine SG=0.55 1/2" 5" 0.093" Aluminum 6063-T5 min. 5/16" 5" 1/16" A36 Steel 5/16" 5" 0.045" 18 Ga Steel Stud Gr. 33 5/16" 5" MIN. Ur S I t1KtAUJ bt:YUNU 1 tit Mt IAL JUbb, I KA I L. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Nin. F,, Nin. F. Steel Screw 92 ksi 120 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT' REVISED as ceippl3}ng wi% the FWTWa BuildCotta • • • • CLaptz&z t+kt 1 • • • • 000000• A9i nte . ade Product Hdr • • z N. ®•CHANGES THIS SFjFX;., • YW V nab fr W v O Q> apo go O O 04— z z YW V nab fr W v O Q> apo O O 04— z Of N O ch w LLI J 0 LLZ (D = J VM pJ 2 W N2 W U U o QX W — 00 H W a U ON 9Ma O 0) a Z o Q LL g O J 00 Q U) hays rn Z Z O Q Z Q J a1OJs O Z Q 0 Z ti w w L) X Z LL LL d all Dsao sauas N( LY NAS No.58705 SAT OF CORIOP... ONAX- 1111111 A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NdTE 2, THIS SHEET INSTALLATION TYPE M WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE N 4 EMBEDMENT CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M SEE TABLE 11, THIS SHEET Min. Embedment Max O.C. S acin 12 or #14 410 SS Screw Southern Pine SG=0.55 EMBEDMENT 1-3/8" If 1/4" MAX SHIM EMBEDMENT 6.2" A36 Steel 3/8" 0.063" '' 2X WOOD BUCKSTRIP Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga * I OR FRAMING, SEE 12 or #14 Steel Screw (G5) INOTE 2, THIS SHEET 9/16" 1-3/8" SHIM I USED FOR ALL SIDES OF EDGE ARCHITECTURAL DISTANCE SHAPES @ 11-7/8" O.C. MAX. T__ EXTERIOR a INSTALLATION TYPE O FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). INSTALLATION 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET TYPE N i % VISIBLE LIGHT WIDTH = 5 1/4" WINDOW BUCK WIDTH - 2-3/4" MAX. WINDOW BUCK WIDTH 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 F1/4" MAX SHIM LIXWOOD BUCKSTRIP, NOTE 2, THIS SHEET INSTGI 1 GTI(1N Nf1TFC EDGE DISTANCE VERTICAL SECTION H -H HORIZONTAL SECTION G -G TARI F 11 - EMBEDMENT EDGE JJJ DISTANCE n ° a ° CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR ID Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. S acin 12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Aluminum 6063-T5 min. 3/8" 0.063" * 6.2" A36 Steel 3/8" 0.063" '' 6.2" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga * 6.2" 12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Aluminum 6063-T5 min. 3/8" 0.063" " 62" A36 Steel 3/8" 0.063" * 6.2" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' 62" 1/4" 410 SS CreteFlex Un 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 Ultracon Concrete min. 2.85 ksi 1" 1-3/4" 11.6" Concrete min. 2.85 ksi 2-1/2" 1-3/8" 11.6" Un routed CMU ASTM C-90 2-1/2" 1-1/4" 11.6" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 11.6" Grouted CMU ASTM C-90 2-1/2" 1-3/4" 11.6" MIN. OF 3 I HKtAUS t3tYUNU I HL Mt IAL 6Ut3S I KA I E. UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 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 AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fy Mn. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UtraCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED s cam2:g* with U'w Ftatida Building CC& 0004, ft 110, EXP04 Date B .. VAF!'! • h76a z ede 2roditt a! • WO•CHANGE$ JHIS SI41,11.40 • c • W K Y i 6 04 j a NT O U-) r- N o w p Oa}Oa W K M ujof N s uMo p J o a. U)Z LL C) z JZ W o2cv W V OWZIb J U ¢ Z 7 ON M0 C) > Z o oZ o OL p U F- LL J Q rn U)® aaUs C14 Z Z O F- 0O Q Z QJ Z aIOOS Q o LL o Q 1.- I-_ 0 Z 0 X Z LL 11 a;}l asap auas NNSE // C No. 58705 0 SATE OF CC7 \ i"tORIDP.•' N ONA tllllt\ A. LYNN MILLER, P.E. P.E.# 58705 TGRI F 17 - Item PGT Part # Description Material 1 4253C 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. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover for Curves Rigid PVC 8 4267 7/16" Lami. Glass Beading for Curves Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 900 comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K Foam Beading Tape W 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16" x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3116" x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 76Xll4FP 6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PQX 8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 o Kommeriing Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXr 77 1 lQuanex Duraseal Spacer 78 1 lCardinal XL Edge Spacer ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 2.784" 094" - If 074" 1.875" 438" 1.000" 500" OFLANGE FRAME 970' 875" 71 I .050" 4 7/16" LAMI GLASS BEADING STRUCTURAL POLYISO- BUTYLENE WITH DESICCANT EXT. GLASS 75 KODISPACE 4SG TPS 2.784" 094" - - - 062" .074" 062" 1.375" 500" .43T8" 050"±0.006" } .050`0 006" EQUAL-LEG FRAME k::{ +- .346" 875" F:._ .050" 5 1- 1/16" I.G. GLASS BEADING HOT -MELT SILICONE BUTYL ANGLED/CURVED FRAME ASSEMBLY 90° CORNER FRAME ASSEMBLY I I ( I I I 10 I I I ALL CORNERS TO I I USE GASKET I / AND/OR SEALANT I / I I i EQUAL -LEG FRAME EXTERIOR FLANGE FRAME EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS FLANGE FRAME (SHOWN) OR CORNER KEYS AT 30 SCREW BOSSES. SEALANT AT ALL CORNERS 1.037" 7 050' 6a INSTALLATION FASTENER COVER 2.784" 094"- 4 .074" 0 1.375" 500" r 438" I 050`0006" 1.125" . 077" DFINFRAME 1 - , . 970" I - 875" F] F:::4- .050" O7/16" LAMI GLASS BEADING FOR CURVES ALUMINUM REINFORCEMENT 1/4" NOM. 3/16" NOM. STRUCTURAL BUTYL& / SILICONE DESICCANT FOAM WITH FOAM DESICCANT GLASS XT. GLASS T. GLASS INT. GLASS II SUPER SPACER® DURASEAL® 76 NXT TM 77 SPACER I I I 10 ALL CORNERS TO j USE GASKET AND/OR SEALANT 1 ----I - .346" 875" Imo- .050" I.G. GLASS 99 BEADING FOR CURVES POLYISOBUTYLENE SEAL ASSEMBLY DETAILS FOR FIN FRAMES 90° CORNER FRAME ASSEMBLY 5/16" NOM. ESICCANT FILL 5/16" NOM. SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS GLASS XL EDGETM 78 SPACER ANGLED/CURVED FRAME ASSEMBLY EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS P?1 0DUCT REVISFD as cmlplyirw with dw Fborida BuiliingC`.ode 6• • b43o.o>S c Date •: • 0000 0000•• 9ekl"CHANLGE JHISS iff••:- 0000 0000•• 9 ••.• • • ct 0 0 • i0 • 0060• JlIfill! / firLY1NIvA GENS •' No. 58705 TTEOF N SSS O N'AL \. P.E.# 58705 z Y 0 w C6 T_ NCLLJj O Oa}°Q0 Cz U N O chJ w W ti IZ gOJOaU) Z Z 0 J u noQ W w U o o 0 I-_ Z 00 t Q N 20 w DMO o C> 19 -TZ Z z a' O U 0 LL Q J J p O O Q Z aausNWU rn Z O H U) z a 3 DJs Z_ o LL o X w C14 wW 0 x MLL 0- a}l saQ sauas JlIfill! / firLY1NIvA GENS •' No. 58705 TTEOF N SSS O N'AL \. P.E.# 58705 R MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DfPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 3 3 175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive 0000 North Venice FL 34275• 0000 0000.. COPE: 0000 0 This NOA is being issued under the applicable rules and regulations governing the use of constructio$materials'Tht" documentation submitted has been reviewed and accepted by Miami -Dade County RER ProZfuct Control Sectic;r4o• be used in Miami Dade County and other areas where allowed by the Authority Having *J"illction' j). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Govnt"Prodwc "atrol Se.440 In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Countyp reserve the ?;ft to have -"e product or material tested for quality assurance purposes. If this product or material IMMM: perform In the accept:d manner, the manufacturer will incur the expense of such testing and the AHJ may immediately 14,W40, moduTy,' bf suspend the use of such product or material within their jurisdiction. RER reserves theYigkt M revoke Ibis acceptam if it is determined by Miami -Dade County Product Control Section that this product or material.UlS to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Aluminum Outswing French Doors w/wo Sidelites— L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and 0 configuration unit do not required, reinforcement (item 422). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the ,Building Official. This NOA revises NOA 416-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below. 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Imj uf" sheets 1 14gugh 10 of : • 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Indit0iec? signa&lad sealeclby.;. Anthony Lynn Miller, P.E. 000:90 • B. TESTS • • . . 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS "-09.4 2) Large Missile Impact Test per FBC, TAS 201-94: * : :. 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94'. • Along with marked -up drawings and installation diagram of Aluminum S1i ing Glas;w&s (w/`IPS,' Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.(submitted under file #16-0629.17) 2. 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 fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 3. Test report 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, TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTMS -1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01' Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # isted below): 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Im$zrot Sheets 1:*,* gh 100 • 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT lndwAPie6psigne44&W sealed•by.;. Anthony Lynn Miller, P.E. 000:0* • YYYYYY YYYY Y Y YYYY YYYYr YY YYY• • •• YYYYYB. TESTS Y . . YY YY O.Y. YYYYYY 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 2D„-4 •. 2) Large Missile Impact Test per FBC, TAS 201-94: • : Y 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding t'rlass:E rs (w/TPS, • Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.(submitted under file #16-0629.17) 2. 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 fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 3. Test report 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, TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (511 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT LBS/FT-) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 15 SHOW INSTALLATION CROSS-SECTIONAL DETAILS. 3/16" HIS GLASS - 090" PVB1 OR PVB2 INTERLAYER 1/8" AN OR HS GLASS - 71 DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1 - 4 ON SHEET 2 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE TABLE A: 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN, OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES 1 STANDARDS USED: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION QASTM E1300-09 oANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION oALUMINUM DESIGN MANUAL, ADM -2015 oAISI S100-12 oAISC 360-10 3/8" NOM. GLASS STACK L77-13116" HS GLASS 090" PVB1 OR PVB2 INTERLAYER 316" AN OR HS GLASS 112" GLASS BITE a EXTERIOR 3/8" LAMI NOM. GLASS TYPE A, (PVB1), GLASS TYPE B, (PVB2) AN =ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED 93 7/16" NOM. GLASS STACK 1/2" GLASS BITE a y EXTERIOR 7/16" LAMI NOM. GLASS TYPE C, (PV131), GLASS TYPE D, (PVB2) GENERAL NOTES ............ 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES ...... Min. Anchor nas Frame 4 Min. Edge Embedment Group Anchor Type Member Substrate Distance or Metal W u7 M 0 it Thickness CO 1/4" Elco UltraCon3 Ali Concrete (min. 2.85 ksi) 1-3/4" 1-3/8" 1 Fy=155 ksi, F„=177 ksi Jamb I Hollow Block (ASTM C90) 1-3/4" 1-1/4" xe 114" 410 SS Elco CreteFlex® All Concrete (min. 3.35 u uoa0 1-3/4" 2 J Jamb Aksi)1-3/4" Hollow Block (ASTM 1-3/4" 1-1/4" W F=127.4 ksi, F„=189.7 ksi All Southem Pine (SG = 1" 1-318" All Southern Pine (SG = 0.55) 9/16" 1-3/8" 3 12 Steel SMS (Gr. 5} torn O Q All 6063-T5 Aluminum 318" 1/8" 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN, OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES 1 STANDARDS USED: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION QASTM E1300-09 oANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION oALUMINUM DESIGN MANUAL, ADM -2015 oAISI S100-12 oAISC 360-10 3/8" NOM. GLASS STACK L77-13116" HS GLASS 090" PVB1 OR PVB2 INTERLAYER 316" AN OR HS GLASS 112" GLASS BITE a EXTERIOR 3/8" LAMI NOM. GLASS TYPE A, (PVB1), GLASS TYPE B, (PVB2) AN =ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED 93 7/16" NOM. GLASS STACK 1/2" GLASS BITE a y EXTERIOR 7/16" LAMI NOM. GLASS TYPE C, (PV131), GLASS TYPE D, (PVB2) GENERAL NOTES ............ 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES ...... 2 VERT. SECTIONS.............3 nas HORIZ. SECTIONS........... 4 PARTS LIST ...................... 5 EXTRUSIONS ................... 6 ANCHOR QUANTITY........ 7-13 INSTALLATION ................. 14-15 13/16" NOM. GLASS STACK 1/8" HS GLASS 1/4" AIR SPACE 3116" TP GLASS -, r— 3116" HS GLASS 090" PVB1 OR PVB2 INTERLAYER 1/2" GLASS BITE a EXTERIOR 13/16" LAMI IG NOM. GLASS TYPE E PVB1 =.090" TROSIFOL@ PVB BY KURARAY AMERICA, INC. PVB2 =.090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. PRODUC WVWMD wee F. Y t6"o • • • s1[ Lode, - _,./,– r ,p `ti • tmcipjametNo L•.• f4 eEORGAN I;ED SHEETS ND t1PPATED TO FPC 2017 ADDED TABLE A &,WLkAA. SUBST KAY'- 04/1017 :••..: ONY •MYNA( tiCENSF No. 58705 6l ,- ATE F' O . cv 1 \ 0NAL A. LYNN MILLER, P.E. P.E.# 58705 W z nas cw O U) V' N z w W u7 M 0 it U) CO a Z Lr_ 0 o W U10 U o o u1 xe N00F- J¢ H W u uoa0 O W .. J DMO a W o Z o p uJ iS to J u_ O torn O Q 4s U) M C14 0 UZi Q W 0 LL O LLL Z Q W J C) U J O o Q Z a l asa0 sa?Iag ONY •MYNA( tiCENSF No. 58705 6l ,- ATE F' O . cv 1 \ 0NAL A. LYNN MILLER, P.E. P.E.# 58705 TARI F 1 DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME XX FRAME FRAME HEIGHT WIDTH WIDTH 66 - 79 3/4" 70 - 83 3/4" 1 87 3/4!,-A 91311 1 8° - 95 3/4- 3" 371/2" 61 71 314(+75.0! -75.0 +75.0 -75,0t+_75.0! -75.0 75.0':. -75.0 75.0 75.0 TABLE 2 FOR MAX. SIZES OF COMAMNED UNITS, SEE SHEETS 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-112" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +75 ! -75 PSF OVERALL DESIGN PRESSURE = +75 / -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE _ +47.2 / -47.2 PSF OVERALL DESIGN PRESSURE _ +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF TABLE 3: DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH DESIGN PRESSURES FOR REINFORCED SIDE LITES FRAME WIDTH FRAME HEIGHT GLASS TYPES FRAME WIDTH 68-793/4' FRAME 70-833/4,1 HEIGHT 20 25112" 87 3/4" 913/4" 80 - 95 3/4" 58.6 27 3/4" 75.01-75.0 75.0 75.0 75.0 -75.0 +75.0 -75.0 75.0 75.0 A 36 1/8" 75.0 -75.0 75.0 75.0 71.4: -71.4 +67.6: -67.6 64.2 64.2 36 3/4" +75.0 -75.0 +74.9 74.9 70.4 -70.4 66.6 -66.6 63.1 63.1 81 C, D OR E 36 3/4" 75.0 -75.0 75.0 75.0 75.01, 7 - 75.0 +75.0' -75.0 75.0 75.0 FOR MAX. SIZES OF COMAMNED UNITS, SEE SHEETS 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-112" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +75 ! -75 PSF OVERALL DESIGN PRESSURE = +75 / -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE _ +47.2 / -47.2 PSF OVERALL DESIGN PRESSURE _ +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF TABLE 3: DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME WIDTH FRAME HEIGHT w Z 6& - 79 3/4" 7° - 83 3/4" 87 314" 91314" 8° - 95 314" 20 25112" 40 47 314" 58,6: 58.6 55.4 55.4 52.4 -52.4 49.8 49.8 47.4 47.4 27 1/2" 51314 54.9::-54.9 75.0 51.8 51.8 49.0::-49.0 46.51:-46.5 19" 44.3 44.3 291/2" 55 3/4" 51.7;: 51.7 48.8 48.8 1+46.1! -46.1 43.8! 43.8 41.6 41.6 26 31112" 50 59 3/4" 49.0::-49.0 46.2 46.2 43.6 -43.6 41.4 41.4 39.3 39.3 28 33 1/2" 5 63 314" 43.1 43.1 43,1 43.1 41.51-41.5 39.3 39.3 37.3 37.3 35 112" 67 3/4" 38.1 38.1 38.1 38.1 38.1 -38.1 37.5 37.5 35.6 35.6 30 37 1/2" 60 71 3/4" 34.0 34.0 34.0 34.0 34.0 -34.0 34.0 34.0 34.0 34.0 TABLE 4: DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT w Z 68 - 79 3/4" 70 - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" Q 10 3/4" 75.0 75.0 75.0 75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 A, B, C, D ORE 12 314" 75.0 75.0 75.0 75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 19" 72.4 72.4 68.5 68.5 65.0 -65.0 61.9 i -61.9 59.0 -59.0 21 3/4" 64.5 64.5 61.0 61.0 57.8 -57.8 55.0 -55.0 52.4 -52.4 27 3/4" 52.9 52.9 49.9 49.9 47.2 47.2 44.7 -44.7 42.6 -42.6 IL O 36 118" 35.2 35.2 35.2 35.2 35.2 -35.2 352 -35.2 34.4 36 3/4" 34.0 34.0 34.0 34.0 34.0 -34.0 34.0 -34.0 34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF OVERALL DESIGN PRESSURE = +70.4 / -70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE = +34 / -34 PSF OVERALL DESIGN PRESSURE = +34 / -34 PSF EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT ITEM 22 SHOWN IN SECTION E -E, SHEET 4), IS REQUIRED AT DOOR 0000v TO SIDE LITE CONNECTIONS, 3Y t00000 ilkwtil+s•• WHEN USING TABLES 1 & 2. =pgT" • 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED. 6) FOR SINGLE, STAND-ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-1/2") GLASS TYPES (ALL TABLES, THIS SHEET): A. 3/8" LAM (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAM (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAM (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAM (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) 0000.. goo Ili -q•`6• • • 0000 0 00 00000 jq).N0 CHANCaES THIS SHEAT. - JFj- 04/10117 • 0000.. 0000.. LYN/v v1GENgF No. 58705 O,'• s 4 i '•."tOR10P.•' G\= ONA 7/11IlIll\` A. LYNN MILLER, P.E. P.E.# 58705 N Y 0 w Z o Maa W yw Q 0 i Q > Oa7o0 CO z Cl M wU3 o J p ° Z 0 LLJ r N W_ o oUU U) Ke NF_ Jw =d LL1 umal(j Wo> SMO CL w oLO z o 0 p U) 06 IL O of CV rn 0 w 2aa4s N n ZUc Z w w W LL w a Z J w O U J w Q a1711 1,0s,90 I,ayadl LYN/v v1GENgF No. 58705 O,'• s 4 i '•."tOR10P.•' G\= ONA 7/11IlIll\` A. LYNN MILLER, P.E. P.E.# 58705 3 N Y C7 W ? 40 nab ry w O O O0pNQ ti > a;oQ O EXTERIOR INTERIOR C7 ? U oN 0 MU Cf Cfj O EXTERIOR 2E W c— Z LLj ; o(j)8 INTERIOR QNW- Q W UMD1Q O W R i 9M0 r a o 10 1 2 2 60 ad LL O 37 M QOZ 7aa4S 60 64 AT HEAD/JAMB U U) ZFW Q OLU W J a aas LL U. U J 65 AT SILL/JAMB O a o CLEAR -COLORED a )11 75 sauaS SEALANT EXTERIOR INTERIOR 62 63- 3- MAX. MAX. DLO DOOR DLO DO IVIA MAX, SIDE LITE 62 FRAME HEIGHT FRAME HEIGHT T 30 12 SL VIEW G -G 61 CORNER ASSEMBLY 40 40 1 M 1.489 11 DOOR SECT. A -A SL SECT. B -BC1416,102 VERTICAL VERTICAL f melhum l4 Nu%lg fade • • • • • eteeepig cc Nh"%-o 2`4 lCaipirre* etc 22 , NO CHANGES THIS SHEET. - 9 R*- 04110417 . ....:. LY N No. 58705 moo' E51 ' .,= v, ORtDP.•'' N 1NAL/ 01111111 A. LYNN MILLER, P.E. P.E.# 58705 N Y C7 W ? j nab ry w O O O0pNQ ti > a;oQ O 7 C7 ? U oN 0 MU Cf Cfj O a o L- C r 2E W c— Z LLj ; o( j)8 QNW- Q W UMD1Q O W R i 9M0 r a o p2 ad LL O 0Z M QOZ 7aa4S cli U U) Z F W Q OLU W J a aas LL U. U J O a o a )11 75 sauaS LY N No. 58705 moo' E51 ' .,= v, ORtDP.•'' N 1NAL/ 01111111 A. LYNN MILLER, P.E. P.E.# 58705 SPACING, SAME AS JAMB ANCHOR SPACING SEE SHEETS 7, 8 AND 9) SEE NOTE 3, THIS SHEET MAX. SL FRAME WIDTH HORIZ. (DOOR W/ SIDE LITE) REINFORCEMENT NOT REQUIRED FOR STAN D -ALONE 'X' DOORS. REINFORCEMENT MAX. SL FRAME WIDTH-{ NOT REQUIRED FOR STAND-ALONE 'O' MAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR NOTES: 1) CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: WIDTH: X' DOORS = DOOR FRAME WIDTH - 5.646 XX' DOOR = DOOR FRAME WIDTH 12 - 4.079 HEIGHT: DOOR FRAME HEIGHT - 3.259" 2) SIDE LITES OVERLAP 'X' AND 'XX DOORS BY 314" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO' 'XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2, ITEM 22 IS NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE -0', X' &'XX' CONFIGURATIONS FROM TABLES 1 AND 2. as a+wplylm 41604 FU04..... Acce Ra olzeNo up G •G•' 14f 0000* • • • j t 0.00 1 , F . 0000 0000 -so- 00000• C-4 #40 CHANGES THIS SHElif - JR: 04/10417 . 0660:4 0000• N 0 • 0 • 0000•• 04 0 0 • • 0 0 z Y C7 w O naN w pw o O 0 a;n pI- > > O 0 CVS z w y M(9 U1 O O a O LLLL 0 w r - r o LLt 0 7eorn W z (¢ H UMD-10 ON Ow J 0MO O Z o w p u, U) C.6 U) u - O 0 z t O aak5N0 U) 0) C14 p U U ZJ Q w F- afons O0 u- Z Nof — r - Ow L) 3 0 Q pLL aJ;?Z nsaQ sauas 111111111,/ LYNN'% i CENSE No. 58705 Ts - 1 C s ' •. ! ORIDP. •'' G 11'/`,S10NAL E.`• A. LYNN MILLER, P.E. P.E.# 58705 ITEM DWG # PGT# IDESCRIPTION 1 9438 60411 FRAME HEAD 2 1010 60300 WSTP.,Q-LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 1956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 O O 7832X12FPXP 8-32 X.500 PH. FL. MS - S.S. W/SILICONE PATCH 8 995 70955 GASKET BETWEEN THRESHOLD & FRAME JAMB) 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12 1670 671670 WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) 13 111004A 611004M OUTSWING THRESHOLD CHANNEL COVER 14 111001A 411001A JACETAL SPACER .065 @ THRESHOLD, OPTIONAL 15 11002A 411002A JACETAL SPACER .095 @ THRESHOLD, OPTIONAL 16 11003A 411003A ACETAL SPACER .140 @ THRESHOLD, OPTIONAL 20 915D 60380 FRAME JAMB (OUTSWING) 21 1010 60300 WSTP.,Q-LON .190 X.375 HIGH 22 6608 66608M REINFORCEMENT, 1.000 X 2.750 X 0.650, 6061-T5 23 1140 78X112PSATS 8 X 1.500 PH SQ A TIS 24 1048 71048 JAMB SCREW COVER CAP 25 1930 41721N ISTRIKE PLATE INSERT 26 11118 71OX34PFA 1#10 X.750 PH. FL, SMS 27 7070 67070K BULB WEATHERSTRIP .187X.300 HIGH 30 910D 6910 IDOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B 10 X.625 PH, FL. SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/16-18 THREADED ROD 36 1990 799ONLJTA 5/16-18 FLANGED HEX NUT 37 1914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT 8 X.75 PH. FL. TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. INACTIVE PANEL ONLY) 42 1145 76X12FPAW 6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 1984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 6Q200K WSTP.,Q-LON .190 X.200 HIGH 47 929 74USLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F 6 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) 52 1931 7FRSPX DEADBOLT STRIKE PLATE 53 11118 71OX34PFA 10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 71OX34PFA 10 X.750 PH FL. SMS 60 920D 6920D SIDELITE HEADER 61 921D 6921 SIDELITE SILL 62 9168 160381 SIDELITE JAMB 63 1155 781 PQA 8 X 1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 12 X 1.000 SHEET METAL SCREW 70 712653K SETTLING BLOCK, 3132" X 114" X 1" W/PSA 71 71267K SETTING BLOCK, 1/16" X 112" X 1" W/PSA 72 4222A 64222 IBEAD, 7/16" 73 1988 6988 BEAD, 3/8" 74 1988 IG BEAD 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZJNG SILICONE, DOW 899 OR 983 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI -118" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3116" HS 98 GLASS, 7116" LAM] - 3116" HS, .90 PVB, 3/16" HS 102 11006A 41106A ACETAL SPACER .295 @ THRESHOLD, OPTIONAL 103 OFF -THE SHELF DEAD BOLT LOCK, MIN 1" THROW, GR 3 STEEL 104 OFF -THE SHELF HANDLE/LATCH ASSEMBLY, MIN 7/16" THROW, GR 3 STEEL I I CMS LSF -I /-IV, Lib, LLQ, 543-51:0, 00, ov, /O -/`J, two zp 1 6& uu- I I liKC IYV I USED AND ARE NOT PART OF THIS APPROVAL. STRUCTURAL 1/4" NOM. POLYISOBUTYLEN WITH DESICCANT EXT. GLASS O KODISPACE 4SG TPS INT. GLASS HOT -MELT BUTYL STRUCTURAL SILICONE FOAM 3116" NOM. WITH DESICCANT SUPER EXT. GLASS 81 SPACER® NXTTM INT. GLASS ALUMINUM REINFORCEMENT 5116" NOM. BUTYL & V/ DESICCANT FOAM D U RAS EAL® EXT. GLASS s2 SPACER POLYIF BUTYLE SE ROLL -FORME STAINLESS STEE EXT. GLASS I NT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL 63 XL EDGETM SPACER INT. GLASS Part # Description Material 80 Kommeriing 4SG TPS Spacer System See this Shea for Materials 81 Quanex Super Spacer nXT with Hot Melt Butyl 82 Quanex Duraseal Spacer 83 Cardinal X_ Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 v5 omplying wkb rip F)rxV#• • • • A4ij Code P %onct No •' b u • Al C K+I.... NO CHAMtt THIS 1AW. •JR 3/10/17 • • N W z d Y n nab ti o > O U zwL6 Ce) N O O J O Z LL 0 r = LU o C7 UW a o e LIJ U 00 = a O uJ Umf)1Q ON Lu } J JMQ a W u7 Z U) r' U? J F LL O W 7aa fSNQ nNW U F U Q Z Q W to aIDDS LL 0Y U- 0 2 Z J w Q o Q J a O m o aI/r1 I,Osac jga.uasl 4NY .Ly!vN No. 58705 0 44i NAL IIIi1f>> A. LYNN MILLER, P.E. P.E.# 58705 4.000 1.750 -- DOOR PANEL 30 TOP & BOTTOM RAIL 6063-T5 I 4.100 1.750 m- DOOR PANEL 31 SIDE RAIL 6063-T5 3.655 3.111 I .550 1.400 F.050- 1 O FILLER HEAD ADAPTER 6063-T6 3.000---1 t 7 1.272 1.479 050 FRAME HEAD 6063-T6 05 079 1.489 489 At3.000 11 OUTSWING THRESHOLD 6063-T6 1.500 x.125 750 4.100 34 TRUSS CLAMP 6063-T5 1 5.459 6.085 i 1.750 675 DOOR PANEL 44 INTERIOR ASTRAGAL 6063-T5 050 683 74 3/16" GLAZING BEAD 6063-T5 I -y 3.100 --- 4.675 1.750 -1 i i 3.000 4.100 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 L ---j I--- .363 050 683 14 60 SL HEADER 6063-T6 3] 3.100 61 SL SILL 6063-T6 76 5/8" GLAZING BEAD 6063-T5 5.212 4.586 If i 1.480+ 1 20 DOOR FRAME JAMB 6063-T6 1.578 890 050 3.000 62 SL JAMB 6063-T6 050 1 .6 20 250 - - 307 WEATHER STRIP CHANNEL 6063-T5 0.375 2.125 125 32 HINGE 6063-T5 172 050 683 IL+ 1.092 74 IG GLAZING BEAD 6063-T5 0000 E1Cf RE0.00•• C4iAlplb Wtdb Oe Parlick • Am srt Ivy d • ; its Z.•: 0000 66.1. • Yom' t1 ss4 g fr'• • • • 9. •0 ..• E F) CHANGRS THIS SHEJR 0410/17. 9 6600i6 9006• N 6 K • 6 669•0• 6 • 6 .6 z 504 --- 830 w r 360 055 ---{ I- OUTSWING THRESHOLD C) o 13 CHANNEL COVER p NW 6063-T6 2.980 050 2.750 Q 1.000 SL JAMB 66 ADAPTER 650 - 22 125 TUBE MULL 6063-T6 C cv ? w 6063-T5 0000 E1Cf RE 0.00•• C4iAlplb Wtdb Oe Parlick • Am srt Ivy d • ; its Z.•: 0000 66.1. • Yom' t1 ss4 g fr'• • • • 9. •0 ..• E F) CHANGRS THIS SHEJR 0410/17. 9 6600i6 9006• N 6 K • 6 669•0• 6 • 6 .6 z Y O w W C) o p NW O 1 ti o> O r C cv ? w U -)LY cy) it (n d J O a_U)ZOoLLr= o 0 j W 7) U/W o © xg NW `! Co 2 Q W UM°lp W^ J 9M0 LO o> a O Z 0 W p A 0a LL O w to aa4S N O rn cli p U Z Q WZ O0u D OV Q W aha? asap sauag rONY•YNN ' , 10ENSF No. 58705 moo 4t,; ton IQP A. LYNN MILLER, P.E. P.E.# 58705 TGRI F 9;- X DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2. 3, WOOD 3 ALUM 1,2, CONC FRAME z LOAD ZONES Q m Q X U o w X Cl i m o Q ? w X l X MAX DOOR FRAME WIDTH MAX FRAME HEIGHT 25.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 _t 2 5 2 4 's 2 5 2 4 2 6 2 4 2 27.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 1 2 6 2 4 'i. 2 29.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 1 2 31.50 79.75 83.75 87.75 91.75 95.75 5 2 4 1 2 6 2 4 2 6 2 4 2 6 2 4 2 7 2 4 2 33.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 ': 3 7 3 4 ! 3 7 3 4 i 3 35.50 79.75 83.75 87.75 91.75 95.75 6 3 4 ' 3 6 3 4 3 6 3 4 3 7 3 4 i 3 7 3 4 i 3 37.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 j 3 7 3 4 3 7 3 4 3 20-7/8" MAX. O.C. 6 A -A MAX. I 3 13-1/4" MAX. j I 23-1/8" MAX. O.C. A -A 3 37-1/2" MAX. DOOR FRAME WIDTH TYP. DIMENSIONS OF SINGLE DOOR. X 40" TYP.) 95-3/4" Q MAX. FRAME z HEIGHT O0 in a O Q Oa;°a D N ? w In O ri C O J o a F to Z 84-3/8" Z V' ( D o 0' 1 MAX. DLO 8 ONLJRUMO1Q C) W J SMO 24-9/16"\ WW0 MAX. DLO \ O r -- U) 06 LL O 13-1/4" MAX. j I 23-1/8" MAX. O.C. A -A 3 37-1/2" MAX. DOOR FRAME WIDTH TYP. DIMENSIONS OF SINGLE DOOR. X 40" TYP.) 95-3/4" Q MAX. FRAME z HEIGHT O0 in a O Q HEAD ZONE "C" i i z O m1 a J SILL h ZONE "C" LOAD ZONES FOR SINGLE DOOR, X NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. Design Pressure See Sheet 2, Table 1 MODFillC f:"sEVWft ftwP$b+P k iib &c Awtoaace No 17 `4 Sa'j. G i i}t fer iU 0000 0000 0000•• 0000 0000. 0000 •0000• 0000• • 0000.. 0000 0000 . . 0000 000000.00 0000 0000.0 rJEW SHEET COMBINING SIZE y ELEVATIONS ZONE ELIY A T44ws AND ANCA MBLES. •JR - 48440/17 • •• i•••.: 0000 z CN Y uj U) O cl) naa W a O o O a;°a D N ? w In O ri C O J o a F to Z a e - Z V' ( D o 0' 1 r NFe U 00 © W 8 ONLJ R UMO1Q C) W J SMO t WW0a. O r -- U) 06 LL O w ti rn O ;aayS N 04 Q 2 H U Z z i-sQW 0 0f LLCCQ L) 0 o Q x o ajarl saQ sauas l,.\` ONY LYNN'' ll:, E No. 58705 * + is 400 %sli '44 Z. 1111111110 A. LYNN MILLER, P.E. P.E.# 58705 XX DOORS, ALL GLASS TYPES cli ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONC C) O na2f LOAD ZONES w p W in X 0 iQ X X 0 w X DOOR FRAME WIDTH MAX FRAME HEIGHT 47.75 79.75 83.75 87.75 91.75 95.75 4 3 4 2 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 51.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 55.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 6 4 4 3 59.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 5 5 4 2 6 5 4 3 6 5 4 3 6 5 4 3 63.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 6 5 4 3 6 5 4 3 6 5 4 3 7 1 6 4 3 67.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 71.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 20-7/8" MAX. O.C. 6" 9" MAX.q-A MAX. 3 I i 13-114" MAX. 23-1/8" MAX. O.C. 95-3/4" MAX. FRAME HEIGHT I I I I IAA I 3 71-3/4" MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION z ON 91-3/4" m 2 Q HEAD ZONE "D" 9,. HEAD MAX. ZONE "D" 20-7/8" 9" SILL MAX SILL ZONE "D" ZONE "D" 63-314" J 13-114" 6" MAX. LOAD ZONES FOR XX CONFIGURATION ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR, ANCHOR TYPE 3 INTO WOOD DESIGN PRESSURE = +75 / -75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS @ EACH JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. X = DENOTES ANCHOR LOCATION. 9000 1C3€itlC E'vc'r 0000. es. p6y ;;; ypm t •• taa liag (!*&* , fiffm6o Data 22.._. 4 • • apt° acct 9 • 9909• NEW SHEET COMBINING•S IZE ELIVATIQNS, ZONE EL ypz r,S AND ANC,tM TABLES JR - • 104=10/17 •0009• z cli Y C9 W ui C) O na2f w p W o O I` o w Oa;oQ 0 z o O M C7 un d J C a LL CD r Z T - z CD = 8UWo © O W ! 00 = JQ H 'I W 84-3/8" M\AX. DLO LZ o> M Q a CD o W pz n ad LL O of 24-9/16' 00 co NO aayS m MAX. DLO\ F U z Q W J i 13-114" MAX. 23-1/8" MAX. O.C. 95-3/4" MAX. FRAME HEIGHT I I I I IAA I 3 71-3/4" MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION z ON 91-3/4" m 2 Q HEAD ZONE "D" 9,. HEAD MAX. ZONE "D" 20-7/8" 9" SILL MAX SILL ZONE "D" ZONE "D" 63-314" J 13-114" 6" MAX. LOAD ZONES FOR XX CONFIGURATION ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR, ANCHOR TYPE 3 INTO WOOD DESIGN PRESSURE = +75 / -75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS @ EACH JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. X = DENOTES ANCHOR LOCATION. 9000 1C3€itlC E'vc'r 0000. es. p6y ;;; ypm t •• taa liag (!*&* , fiffm6o Data 22.._. 4 • • apt° acct 9 • 9909• NEW SHEET COMBINING•S IZE ELIVATIQNS, ZONE EL ypz r,S AND ANC,tM TABLES JR - • 104=10/17 •0009• z cli Y C9 W ui C) O na2f w p W o O I` o w Oa;oQ 0 z o O M C7 un d J C a LL CD r Z T - z CD = 8UWo © W ONW ! 00 = JQ H 'I W UMOlQ LZ o> M Q a CD o W pz n ad LL O of 00 co NO 0 aayS m p F U z Q W J o ; o U - W o U p p 7 Q X a71 0sa(j sauas tttlllf;FF/' y LYNN No. 58705 TE R%DP`. 1/111111tt+\\ A. LYNN MILLER, P.E. P.E.# 58705 TARI C 7• O SIDE LITE, ALL GLASS TYPES r ANCHOR YPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1 2 CONC O j nab LOAD ZONES w m m 0 w i w i = 1 0 m O iu w O MAXMAX SIDE LITE FRAME WIDTH FRAME HEIGHT 10.75 79.75 83.75 87.75 91.75 95.75 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 12.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 19.00 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 ;I 2 4 2 4 E 2 4 2 4 1 2 4 2 21.75 79.75 83.75 87.75 91.75 95.75 4 1 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 2 4 2 27.75 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 1 2 4 2 36.13 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 36.75 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 17-718" MAX. O.C. 6" B -B MAX. 3 13-1/4" MAX. 2 / MAX.X. O.C.O. 95-3/4" 84-3/8" MAX. MAX. DLO FRAME HEIGHT F -F 4 33-5/8" MAX. DLO B -B 3 36-3/4" MAX. IDE LITE FRAME WIDTH TYP. ELEVATION OF SINGLE SIDELITE, O Kir)TF-q- m Luz O m HEAD ZONE "E" f SILL ZONE "E" I LOAD ZONES FOR SINGLE SIDELITE. O 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. m w z O m Design Pressure See Sheet 2, Table 2 0000 j 0auc f REQ • 0 0 0: • as UnptyteR wkb At Fbttk • • 0 • • ircept•nce !Mor c 5-0• •. • Yjt+r fletr 0f 0e!j r1'W c • •. • 0 • 0 0 • IEW SHEET COMBINING%IZE m ELtVATI(Nq,4QNE ELLtVATR7NS ANC14OR TABLES .0iJ-• 04010/17 • • • • • • d r Y C7 W- O j nab w O Q raOQ N z w U -) it 0 0.u, LL " Z Z U L) o -j e ONW - co = ¢ W umoaQ OW } J QMQ 1- > a w u, o Z Q, o p U) 06 w O Q rn N O 09LIS 0404 p 2 H U Z Q w aloaS LL O W J F -: Q o U J W Q Q O 0 017+1 asaQ sarjaS YN/y •, 1GENsF No. 58705 0 WE AL SEN. I/jill`. A. LYNN MILLER, P.E. P.E.# 58705 TA01 C C - ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 9" MAX. 20-7/8" MAX. O.C. 6" MAX. l \ 1 \ 23-1/8" \ MAX. O.C. \ O 13-114" MAX. 37-1/2" MAX. DOOR FRAME WIDTH 6" MAX. 95-314" MAX. FRAME HEIGHT 36-314" MAX. SIDE LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION OX SIMILAR) HEAD ONE "D HEAD ZONE "E" X. 6" MAX. II CD w z 0 m Q 20-7/8" - 6" MAX. 6" MAX. 9" MAX. SILL ZONE "D" SILL ZONE' LOAD ZONES FOR XO CONFIGURATION ANCHORAGE LAYOUT USED IN EXAMPLE OX SIMILAR) Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unrein%rced: I See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-118" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. a w L a467x',5 :-, rf EXAMPLE: XO WITH GLASS TYPE B, 36"X 84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE = +751-75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS @ DOORJAMB 3 ANCHORS @ DOOR PANEL @ HEAD 3 ANCHORS @ DOOR PANEL @ SILL 4 ANCHORS @ SIDE LITE JAMB 3 ANCHORS @ SIDE LITE @ HEAD 3 ANCHORS @ SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 8. X = DENOTES ANCHOR LOCATION. qF.)"EW SIiEET•COMBINMWE XO & OX, ALL GLASS TYPES FsI.E1/ATIONc ;q?4E ELEVATIONS P ANCHOR•TABLES. - JR - 04/:0/17 •. ANCHOR TYPE & SUBSTRATE 2 3, WOOD 3 ALUM 1,2, CONC 01060 W • • Cn LOAD ZONES O m m Q O Uj w o ww O o U)Q a X in q x m m O w a wFRAME O p c o w z: x Q m Q x MAX SIDE LITE WIDTH MAXX DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 1 2 3 5 4 2 2 4 4! 2 4 5 4 2 2 4 4! 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 2 4 5 4 2 2 4 4 1 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 4 2 4 6 4 2 3 4 19.00 29.50 79.75 83.75 87.75 91.75 95.75 4 3 4 5 4 2 2 4 4 3 4 5 4 2 2 4 4 3 4 6 4 2 2 4 4 3 4 6 4 2 3 4 4 3 4 6 4 2 3 4 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4! 3 5 5 4 2 2 4 4! 3 5 6 4 2 2 4 4 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 5 3 5 7 4 2 3 4 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 5 6 4 2 2 4 5 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 6 3 5 7 4 3 3 4 6 3 6 7 4 3 3 4 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 1 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 6 4 3 3 4- 7 j 5 6 7 3 3 4 7 i 5 6 7 4 3 3 4 36.75 37.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 7 4 3 3 4 7 5 6 7 4 3 7! 5 6 7 4 3 1 3 4 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 9" MAX. 20-7/8" MAX. O.C. 6" MAX. l \ 1 \ 23-1/8" \ MAX. O.C. \ O 13-114" MAX. 37-1/2" MAX. DOOR FRAME WIDTH 6" MAX. 95-314" MAX. FRAME HEIGHT 36-314" MAX. SIDE LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION OX SIMILAR) HEAD ONE "D HEAD ZONE "E" X. 6" MAX. II CD w z 0 m Q 20-7/8" - 6" MAX. 6" MAX. 9" MAX. SILL ZONE "D" SILL ZONE' LOAD ZONES FOR XO CONFIGURATION ANCHORAGE LAYOUT USED IN EXAMPLE OX SIMILAR) Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unrein%rced: I See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-118" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. a w L a467x',5 :-, rf EXAMPLE: XO WITH GLASS TYPE B, 36"X 84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE = +751-75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS @ DOORJAMB 3 ANCHORS @ DOOR PANEL @ HEAD 3 ANCHORS @ DOOR PANEL @ SILL 4 ANCHORS @ SIDE LITE JAMB 3 ANCHORS @ SIDE LITE @ HEAD 3 ANCHORS @ SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 8. X = DENOTES ANCHOR LOCATION. qF.)"EW SIiEET•COMBINMWE FsI.E1/ATIONc ;q?4E ELEVATIONS P ANCHOR•TABLES. - JR - 04/:0/17 •. N 01060 W • • Cn nab O Lu o o O LO W O> O ra;oGti U' N z w IY OMwnO J O d( o LL W r r z (0 0 W 1 , r R 8QJUCDVJ INWr< O W F - W U-0 J SMG ti a W o Z o 0 r LL o 06 O r m O aa4S j 04 N U Z H z W ajo s joLLX ow06 Q 0 X LL al rl asaG sarlaS illlr trii 0t1Y LYNN yGENSF •. No. 58705 10 Is - O ST c40RIDA 10NAL E` tr11I11ti,` A. LYNN MILLER, P.E. P.E.# 58705 Teal F ON OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 112, CONC LUCnu• LOAD ZONES j Eu i J_ m 1 w O O ii co w Q X 0 W w O w X MAX SIDE LITE FRAME WIDTH MAX 'k DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 1 2 7 4 2 3 4 2 7 4 2 3 4 s 2 7 4 2 3 4 2 7 4 2 3 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4- 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 is 2 7 4 2 5 4 2 7 4 2 5 19.00 29.50 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 5 4 3 8 4 2 5 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 1 5 5 1 3 8 4 2 5 53 10 4 2 5 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 3 10 4 3 5 6 2 3 10 4 3 5 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 8 4 3 5 7 5 8 4 3 5 75 10 4 3 5 7' 5 10 4 3 5 36.75 37.50 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 1 4 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 7 i 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND Slut LI I t i U ttt DETERMINED INDEPENDENTLY. 6" MAX. 23-118" MAX. O.C. m LU z O m Q 20-7/8" MAX. O.C. 6" MAX. I 36-3/4" MAX. SIDE LITE FRAME WIDTH 37-1/2" MAX. DOOR FRAME WIDTH 6" MAX. 6" MAX. TYP. ELEVATION OF OXO CONFIGURATION NOT AVAILABLE WITH REINFORCEMENT) HEADHEAD HEAD ZONE "E" - ZONE "F" ZONE "E" SILL ZONE "E" SILL SILL ZONE "F" ZONE "E" LOAD ZONES FOR OXO CONFIGURATION 24-314" MAX. O.C. 95-3/4" MAX. FRAME HEIGHT NOTES: Design Pressure Reinforced: NIA Unreinforced: I See Sheet 2, Tables 3 & 4 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS 4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-114" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-718" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE ca SIZE. U.1 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS O 14 & 15. m 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. m0UUCl' tEvmm aamoyfag Wail Ilk Ifs 00(tom•••• Atct aect N f. • tt1 ' •f, . . Nibl li l flC ' F iJ o " NEW SHEET COMBINiffCrME 2 4EVATION MNE ELEVA•fl(5NS AND ANCHM*fABLES.'JRL • 6140/17 • • C LUCnu• o naa W O ti O 7 aC Qo U ? o M Clij 1 Z O O -- aoLL LIj Z c0 b m u.T - 0:Faa Mq U, _ ¢ F•- W uMo1q'IN W T a W LO CF Z o p 1) U_ O N O aa4S N n U rn Z Z J a1oDSQwQ LL 0 LL w Ow U O r Q O Q aljr1 asaq sarlaS SILL ZONE "E" SILL SILL ZONE "F" ZONE "E" LOAD ZONES FOR OXO CONFIGURATION 24-314" MAX. O.C. 95-3/4" MAX. FRAME HEIGHT NOTES: Design Pressure Reinforced: NIA Unreinforced: I See Sheet 2, Tables 3 & 4 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS 4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-114" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-718" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE ca SIZE. U.1 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS O 14 & 15. m 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. m0UUCl' tEvmm aamoyfag Wail Ilk Ifs 00(tom•••• Atct aect N f. • tt1 ' •f, . . Nibl li l flC ' F iJ o " NEW SHEET COMBINiffCrME 2 4EVATION MNE ELEVA•fl(5NS AND ANCHM*fABLES.'JRL • 6140/17 • • LYNN OCENSF ' z i 4 * No.58705 1 fC : OT S y s ONAL Illl%X\\\ A. LYNN MILLER, P.E. P.E.# 58705 C LUCnu• o naa W O ti O 7 aC Qo U ? o M Clij 1 Z O O -- aoLL LIj Z c0 b m u.T - 0:Faa Mq U, _ ¢ F•- W uMo1q'IN W T a W LO CF Z o p 1) U_ O N O aa4S N n U rn Z Z J a1oDSQwQ LL 0 LL w Ow U O r Q O Q aljr1 asaq sarlaS LYNN OCENSF ' z i 4 * No.58705 1 fC : OT S y s ONAL Illl%X\\\ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 10: ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 9" MAX. 20-718" MAX. O.C. 6 MAX I I i 23-1/8" MAX. O.C. F_ C -C 4 LU z O m a 9" MAX. A -A 1 I 3 I Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 24-3/4" MAX. O.C. Unreinforced: See Sheet 2, Tables 3 & 4 XXO & OXX, ALL GLASS TYPES Y' K LJJ • 44 • ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM W 1 2 CONC W o O Lc) o 0 LOAD ZONES N z w m Q w JJ wz O Q m Q X L] J_ Cn o w X LL n a w¢ X Q; O Uj I w 1 0 m Q X 1 = fn fn o o w w z r X I X MAX. SIDE LITE FRAME WIDTH MAX. )COC- DOOR FRAME WIDTHO MAY FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 4 3 6 1 4 1 2 4 2 3 4 2 5 4 7 4 2 4 2 1 3 4 2 5 4 7 4 2 4 2 1 3 4 2 5 4 7 4 1 2 4 2 1 3 4 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 5 4 7 4 1 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 1 2 4 2 3 4 2 6 4 7 4 2 4 3 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 4 1 2 4 2 3 4 3 5 4 7 4! 2 4 2 1 3 4 3 6 4 7 4 2 4 3 1 5 4 3 6 4 8 4 ` 2 4 3 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 5 5 8 4 2 4 2 3 4 3 5 5 8 4 2 4 2 1 3 4 3 6 5 8 4 2 4 3 1 5 5 3 6 5 S 42 4 3 5 5 3 6 5 8 4 2 4 3 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 5 5 8 4 2 4 2 1 3 5 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 1 2 4 3 5 6 3 6 5 8 4; 3 4 3 1 5 6 3 7 6 10 4 3 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 8 4 1 3 4 3 5 7 5 6 5 8 4 3 4 3 5 7 5 1 7 6 101 4 3 4 3 5 7 5 7 6 101 4 1 3 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 9 4 3 4 3 5 7 5 6 5 9 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 7 5 7 6 10 4 713 4 1 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 9" MAX. 20-718" MAX. O.C. 6 MAX I I i 23-1/8" MAX. O.C. F_ C -C 4 LU z O m a 9" MAX. A -A 1 I 3 I Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 24-3/4" MAX. O.C. Unreinforced: See Sheet 2, Tables 3 & 4 6" MAX. 23-1/8" MAX. DLO 95-314" MAX. FRAME HEIGHT A -A B -B 3 3 36-314" MAX. 71-3/4" MAX. DOOR FRAME WIDTH SIDE LITE FRAME WIDTH 107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION OXX SIMILAR) HEADHEAD HEAD ZONE "D" ZONE "F" ZONE "E" N Y' K LJJ • 44 • I naa W o W o O Lc) o 0aDo N z w 0co 0 M , f!) a O J p a Z r LL m _ w NUVoo LLJ 00= Q O SEE TABLES 1-4, SHEET 2FOR REINFORCEMENT REQUIREMENTS. UM OJQ N W 5M Q r- o W LO Z U 0 f 06 06 84\318'• LL O MAX. DLOO J E -E 4 F_ 0 Q 24-9116\ 0 33-518" MAX. DLO\ Q I MAX. DLO OLL L O j w I L)5 O 6" MAX. 23-1/8" MAX. DLO 95-314" MAX. FRAME HEIGHT A -A B -B 3 3 36-314" MAX. 71-3/4" MAX. DOOR FRAME WIDTH SIDE LITE FRAME WIDTH 107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION OXX SIMILAR) HEADHEAD HEAD ZONE "D" ZONE "F" ZONE "E" SILL SILL I ZONE "D" ZONE "F" ZONE "E" LOAD ZONES FOR XXO CONFIGURATION OXX SIMILAR) 1,501 111 *5 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-114" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL m CENTERS AND 20-718" MAX. O.C. z HEAD & SILL OF SIDE LITES: 6" MAX. FROM O CORNERS AND 24-3/4" MAX. O.C. N 00 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT Q AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. as ewkk the F10ekk E%Wag 1!'er+4 ejes i'b 4 • r i • • 0000 It 6)"EW SfJEET• j;OMBIN91O WE F6E?VATIO}VP,* JpMELEVATIONS QNj3 ANCHORTABLES JFf : • 84/40/17 j • • N Y' K LJJ • 44 • naa W o W o O Lc) o 0aDo N z w 0co 0 M , f!) a O J p a Z r LL m _ w NUVoo s LLJ 00= Q O W F_ UM OJQ N W 5M Q r- o W LO Z U 0 06 06 LL O co N 0 O J 7aa4S F_ 0 Q HU0 Z Q LLI OLL L O j w L)5 O Q D aqq aS90 Sauas l/ SILL SILL I ZONE "D" ZONE "F" ZONE "E" LOAD ZONES FOR XXO CONFIGURATION OXX SIMILAR) 1,501 111 *5 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-114" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL m CENTERS AND 20-718" MAX. O.C. z HEAD & SILL OF SIDE LITES: 6" MAX. FROM O CORNERS AND 24-3/4" MAX. O.C. N 00 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT Q AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. as ewkk the F10ekk E%Wag 1!'er+4 ejes i'b 4 • r i • • 0000 It 6)"EW SfJEET• j;OMBIN91O WE F6E?VATIO}VP,* JpMELEVATIONS QNj3 ANCHORTABLES JFf : • 84/40/17 j • • N Y' K LJJ • 44 • naa W o W o O Lc) o 0aDo N z w 0co 0 M , f!) a O J p a Z r LL m _ w NUVoo s LLJ 00= Q O W F_ UM OJQ N W 5M Q r- o W LO Z U 0 06 06 LL O co N 0 O J 7aa4S F_ 0 Q HU0 Z Q LLI OLL L O j w L)5 O Q D aqq aS90 Sauas 111111f11//// No. 58705 0 C-)'' SO. \ NA1. 11 A. LYNN MILLER, P.E. P.E.# 58705 TARI F 11- OXXO, 1- OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 213, WOOD 3 ALUM 1 1 2 CONC w LOAD ZONES nay CO 2 iu J i J J` iii mU) o ¢ m w w l x ¢ O I X O 18 w J o w J ca w x X MAX SIDE LITE FRAME WIDTH MAX 'Xx DOOR FRAME WIDTHHo MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 6 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 1 4 2 1 3 4 2 7 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 1 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 1 7 4 2 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 5 4 3 8 4 2 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 5 3 8 4 2 5 5 3 8 4 2 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 3 8 4 3 5 6 3 10 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 1 8 4 3 5 7 5; 8 4 3 5 7 5'10 4 3 5 7 5 110 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 9 4 3 5 7 5 9 4 3 5 7 5 ;10 4 3 7 5 10 4 3 1 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 6" MAX. 23-1/8" MAX. O.C. E -E 4 23-1/8" m LU z O m 20-7/8" MAX. O.C. 9" MAX. 9" MAX. MAX. 9" MAX. 24-3/4" MAX. O.C. 6" A A 3 B -B A -A 3 3 36-3/4" MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH LITE FRAME WIDTH 143-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION HEAD HEAD HEAD ZONE "E" ZON E "F" - ZONE "F" HEAD ZONE"E" 6" MAX. 9.1 91, MAX' 20-7/8" MAX' I 24-3/4" SILL 6" MAX. ZONE "E" SILL ZONE "F" ILL SILL ZONE ZONE "F" LOAD ZONES FOR OXXO CONFIGURATION ANCHORAGE LAYOUT USED IN EXAMPLE 95-3/4" MAX. FRAME HEIGHT Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreinforced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B, 71-3/4" WIDE X 95-3/4" NIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE = +34 / -34 PSF, m SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE z ON DOOR ANCHOR REQUIREMENTS FROM TABLE 11: m 4 ANCHORS @ EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL 3 ANCHORS EACH SIDE LITE @ HEAD 3 ANCHORS EACH SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 11. x = DENOTES ANCHOR LOCATION. RilF C i! REVIM Is amo4* wfth the _fi y 14a4Y asg No amile • Fs)l'4EW SI _ET•COMBINIW.§ISE 4 %L.I'VATIORtl :J9NE ELEVATIaaNS 9NQ ANCHORTABLES. 1d : • 04/*0/17 • • '. I Y w o nay w C) F -W o 0 0a$oQ U (N z o M J 0a U) o Z LL co U U a w UMOJQ ON 1. O p SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 84-3/8" MAX. DLO LL O M N Q 4a 4S p 2 C -C F- E -E Z WLLaloaS JOLL0 w O O Q) 9116X a o 33-5/8" LL aj rl U24 saUag MAX. DLO i B -B A -A 3 3 36-3/4" MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH LITE FRAME WIDTH 143-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION HEAD HEAD HEAD ZONE "E" ZON E "F" - ZONE "F" HEAD ZONE"E" 6" MAX. 9.1 91, MAX' 20-7/8" MAX' I 24-3/4" SILL 6" MAX. ZONE "E" SILL ZONE "F" ILL SILL ZONE ZONE "F" LOAD ZONES FOR OXXO CONFIGURATION ANCHORAGE LAYOUT USED IN EXAMPLE 95-3/4" MAX. FRAME HEIGHT Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreinforced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B, 71-3/4" WIDE X 95-3/4" NIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE = +34 / -34 PSF, m SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE z ON DOOR ANCHOR REQUIREMENTS FROM TABLE 11: m 4 ANCHORS @ EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL 3 ANCHORS EACH SIDE LITE @ HEAD 3 ANCHORS EACH SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 11. x = DENOTES ANCHOR LOCATION. RilF C i! REVIM Is amo4* wfth the _fi y 14a4Y asg No amile • Fs)l'4EW SI _ET•COMBINIW.§ISE 4 %L.I'VATIORtl :J9NE ELEVATIaaNS 9NQ ANCHORTABLES. 1d : • 04/*0/17 • • '. tttllr 1 ot,y LYNN CENS, No. 58705 0 % S TSF C, S70NAL 5EN A. LYNN MILLER, P.E. P.E.# 58705 Y w o nay w C) F -W o 0 0a$oQ U (N z o M J 0a U) o Z LL co U U a w UMOJQ ON r > d w o Z o o p r- LL O M N Q 4a 4S rn p 2 F- U Z WLLaloaS JOLL0 w O O Q) a o 6 LL aj rl osaa saUag tttllr 1 ot,y LYNN CENS, No. 58705 0 % S TSF C, S70NAL 5EN A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE— 'EDGE 2X WOOD SEE TABLE DISTANCE BUCK, NOTE 1 A, SHEET 1 a 1X WOOD__ 9 BUCK, NOTE 1 EMBEDMENT 1/4" MAX. SHIM DOOR HEAD (WOOD) EMBEDMENT :: 1/4" MAX. SHIM EDGE DISTANCE STAGGERED ANCHORS 2X WOOD BUCK, NOTE 1 DOORJAMB (WOOD) EMBEDMENT 1/4" MAX, SHIM SEE TABLE A, SHEET 1 DOOR HEAD (CONC) EMBEDMENT— 114" MAX. SHIM ---i STAGGERED ANCHORS 1X WOOD BUCK, NOTE 1 EDGE DISTANCE SEE TABLE A, SHEET 1 DOOR JAMB (CONC) SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 r 1/4" MAX. SHIM F1/4" MAX. 1 SEE TABLE A, SHEET 1 EMBEDMENT EMBEDMENT T 2X WOOD EDGE DISTANCE I- EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) DOOR SILL (CONC) EDGE SEE TABLE A,SHEET 1 14" MAX. SHIM kBLE ET 1 DOOR HEAD (ALUMINUM) 1/4" ."A., ". STAGGERE ANCHOR A, SHEET 1 DGE DISTANCE DOOR JAMB (ALUMINUM) EDGE DISTANCE SEE TABLE A, SHEET 1 4" MAX. SHIM SEE TABLE A,SHEET 1 DOOR SILL (ALUMINUM) 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 OR CMU. 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. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) PiwDuc Flugvri-f9 as ampbug W*b slue Flacku hawin else • • j gepia re ia a 1 f a .ly • apirssldeu ! 2. Sr • P.ew 0,fldwt c t 40CLARIF4EDi;TAILS, 00 A0JMINU%!' jR = 04/10/11 VT ••• • • LYNN C\ _%GENSF . `x No. 58705 3 F OR1D \ S10NAL E 1111141\\\ A. LYNN MILLER, P.E. P.E.# 58705 LLI w W o O o > O U' z o 1 Ch 0 of J O aW C!i Z Q r - LL C) n = L 2 LL 7- qp E to Tg oNWU0i¢ I_ Z W uMn Q W- 2 JJ,Q 0. ILI E(i o z cy) o p T11 - W U - O U) J r rn Q H aa4S O 04 o W w U 3 Z a w LL w W O LL Z j F- 0LLI 3 O a 0 ar$1 0 sagas LYNN C\ _%GENSF . `x No. 58705 3 F OR1D \ S10NAL E 1111141\\\ A. LYNN MILLER, P.E. P.E.# 58705 I w 2X WOOD BU I--- EDGE DISTANCE DMENT 1/4" MAX. SHIM ABLE ET 1 SIDE LITE HEAD (WOOD) EMBEDMENT 1/4" MAX. SHIM JEDGE DISTANCE SEE TABLE n A, SHEET 1 2X WOODJ BUCK, NOTE 1 SIDE LITE JAMB (WOOD) EDGE DISTANCE SEE TABLE A, SHEET 1 114" MAX. SHIM EMBEDMENT 2X WOOD BUCK, NOTE 1 SIDE LITE SILL (WOOD) SEE TABLE - EDGE DISTANCE A,SHEET 1 JEMBEDIMENT IX WOOD 1/4" MAX. SHIMBUCK, NOTE 1 SEE TABLE A, SHEET 1 SIDE LITE HEAD (CONC) EMBEDMENT 114" MAX. SHIM SEE TABLE EDGE DISTANCE A, SHEET 1 I a Uithitl> SEE TABLE A, SHEET I 1X WOOD BUCK, NOTE 1 SIDE LITE JAMB (CONC) 1 X WOOD BUCK,NOTE1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 114" MAX. SHIM EMBEDMENT v -• •- EDGE DISTANCE SIDE LITE SILL (CONC) DGE DISTANCE SEE TABLE A, SHEET 1 14" MAX. SHIM kBLE ET 1 SIDE LITE HEAD (ALUMINUM) SEE TABLE A, SHEET 1 DGE DISTANCE E TABLE SHEET SIDE LITE JAMB (ALUMINUM) SHEET 1 4" MAX. SHIM SEE TABLE A, SHEET 1 SIDE LITE SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK_ 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. 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. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) rrusuc c IES w florkk wag emk • 3c4x rlAacr Nom• -.; Z . SLARIFIED DETAILS, CLW AOMINUN%li004/10/41••.• uj vi O Lt o p O raJDQ z wC7M o 0 it fn O J d WQLLC> r___ Z LU r c-• r2 (2j g UMD1QWU ° W ONa OW } MQ I- d a W to ZU) LL O W u0 r iaa4SNO h U Z Q Z ap')sW O w W H j J r U O 0 QQ u_ alall saQ sarlas j% IIIIII/// I aNY LYNN '''''; tCENSF No. 58705 FLORIDA ONAL rcNG • 1111111100\ A. LYNN MILLER, P.E. P.E.# 58705