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WS-20-538 (2)r J f Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-03-20-538 Permit Type: Windows/Shutters ,rk classification. Window/Door Replacement Permit Status: Approved Issue Date:03/19/2020 ` Expiration: 09/15/2020 Location Address Parcel Number 128 NE 99TH ST, Miami Shores, FL 33138 1132060132270 :ontacts Juan Carlos Acosta Owner ATLANTIC WINDOWS & SHUTTERS INC Contractor 128 NE 99 ST, MIAMI SHORES, FL 33138 HATEM BAMIEH Business: 3052338886 SERVICE@AWSMIAMI.COM Description: REPLACE 5 WINDOWS AND 3 DOORS IN COTTAGE Valuation: $ 12,120.00 Inspection Requests: r-762-4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $2.70 DCA Fee $2.00 Education Surcharge $2.60 Scanning Fee $9.00 Technology Fee $4.50 Windows/Shutters Fee $130.00 Total: $208.60 Payments Date Paid Amt Paid Total Fees $208.60 Credit Card 03/11/2020 $50.00 Credit Card 03/19/2020 $158.60 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certi at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons%w0ion�and zgKng. Futhermore, I authorize the above named contractor to do the work stated. Authorized r / Applicant / Contractor / Agent Date March 19, 2020 Page 2 of 2 BUILDING PERMIT APPLICATION 21,6UILDING ELECTRIC &Ou-� u) k'T,& Wf k- ❑ PLUM ING ❑ MECHANICAL 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 E r1TFF-1&19VZ MAR 11 20z0 $Y: <-:; � FBC 201 t �900 Master Permit No..WS 03_ 20 "'J3b Sub Permit No. ROOFING REVISION EXTENSION RENEWAL `000 rs PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �C�i IV —in"t^S`c Folio/Parcel#: `r� Is the Building Historically Designated: Yes NO Occupancy Type: (`ft Load: Construction Type: Flood Zone: BFF.: FFE: OWNER: Name (Fee Simple Titleholder):`i 0kn CCAC� I(7S AcoS�Cl Phone#: S ' i� '33o2z Address: i ZSG , 0 E . 1 Ali S, k- CityPV&-Ax SY\&e S State: t Zip: J- I -SE / Tenant/Lessee Name: Phone#: Email: ' CONTRACTOR: Company Name: I�� C��`'`� C. U.a �' CJCAd t'� �S Phone#: � ^ Address: ( ISK S lJti I � - 4N.— l City: C'yama State: , Zip: s Qualifier Name: Phone#: G State Certification or Registration #: MUJI Certificate of Competency #: DESIGNER: Architect/Engineer: `v ' i Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Z . Z Square/Linear Footage of Work: _ `G, Type of Work: ❑ Addition El Alteration El New � Repair/Rep ace Demolition Description of Work: - 14 Specify color of color thru tile: ��-- A— Submittal Fee $ U Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ a Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ Co C) (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage tender's Name (if applicable) _ Mortgage Lender's Address City Zip State Zip, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws reguiating 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 p notice, the inspection will not be approved and a reinspection fee will be charged. 11 XSignature -''- Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this _r- / 4 _ day � of / l�' , 20 �0 by jLaty i m Lt, COS ho is personally known;o me or who has produced f�d K(�[! 1 r" c' (as identification and who did take an oath. NOTARY Sign:_ Print: 0 BARBARA MIRINO Notary Public State of Florida il. Commission GG 304e67 PF My Comm. Expires Feb 21, 2023 Bonded through National Not ry Assn. ***** APPROVED BY (RevisedO2/24/2014) 1110 1 1�" The foregoing instrument was acknowledged before me this _4 day of e-4-- 20 .Z 0 by &24?ni. &-nu ik . who is personally kn wa to me or who has produced .)*RJC/!x tr- / Cas identification and who did take an oath. NOTARY PUBLIC: Seal: ' s"Ry PLB o 1G BARBARA MIRINO . :. r: _ Notary Public - State of Florida s# CommiMy62023 Comm. Expiresion s Feb eb21 Bonded through National Notary Assn, Plans Examiner Structural Review Zoning Clerk MMIIAPI II -DADS DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 1070 Technology Drive MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (', 86) 3 (5-2590 F (786) 315-2599 - • • • • • • .. • • • SCOPE: • 00 This NOA is being issued under the applicable rules and regulations governing,.tbQ,use oi-c` structicxt;••, materials. The documentation submitted has been reviewed and accepted by Miam i*Pade @ggr.1y,RER•"" Product Control Section to be used in Miami Dade County and other areas whero ellowed bythe Authority • • Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miafii—Dade Coon It .Frodugt Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Mimi-Zede Cotjrlty1 reserv:* the right to have this product or material tested for quality assurance purposes. Iethis product pg Aaterial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code. including the High Velocity Hurricane Zone. - .DESCRIPTION: Series "CA-740" Outswine Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through I 1 of 11, dated 08/08/12, with revision C dated 05/25/17, 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 ACT Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. CTT iii revises and renews M �6--06T§.r4nd consists of this page 1 and evidence pages E-1 and "E--2—as-well-as`approval-document'tnentioned-above. The submitted documentation was reviewed by Manuel Perez, P.E. NUA No. 17-0614.14 Expiration Date: April 11, 2023 i� 1 '� Approval Date: September 14, 201 7 �! f Pirge"l` PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • • • • • • .... ...... 1. Manufacturer's die drawings and sections. . • • (Submitted under NOA No. 12-1218.09) ' ' • ...... .... ...... 2. Drawing No. MD-CA740-LM, titled "Casement Window Details:-.LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated4)6r;5/l7:5j8jW and' • sealed by Anthony Lynn Miller, P.E. .. .. . ...... B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading Iler tAC, TAS,20�-94 • • •"' 2) Large Missile Impact Test per FBC, TAS 211-9.4. :....: 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 previous NOA No. 16-0629.21) 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 a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P�xe� l .E. Product Contro Exam ner NOA No. -0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amtriggjne. f0fel"eir "Trosifol® Ultraclear, Clear and Color PVB Glass Interlay��ated(hl/I17, expiring on 07/08/19. 0 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amesicay Inc. for their 00000 "Kuraray SentryGlas® (Clear and White) Glass Interlayers�zdated 06f25/15, expiring on 07/04/ 18. " • " • .. .. • F. STATEMENTS 1. S.tatemenLIetter of-conformanee, complying with FBC 511 Editioq (20104) the wit$.....: `BC 61h Edition 2( 017 , dated August 29, 2017, issued by nWfatturerj--1rred and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by lshaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/11/18. Manuel P ez P.E. 6Product Contro x iner NOA No.�-0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E - 2 GFNERAL NOTESi SERIFS 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIN PROOUCT HAS BEEN DE .IGt, FD &TESTED TO COWLY WITH THE t RFOU REmENTS OFTHE FLORIDA 6., DWO CODE, INCLUDING THE RICH f REGIONS FoR INSULATED GLASESO`'ITN�ST/LLA:TKOlNfl" ABOVE 03RNIN t . TD4LRHrsVFt THE DR. reOARD LITF (CAP) MUST TEMPER0 ii•I F-I IAA- Oi3Tti-iiPL�Cit'?hN".'I-MIAM'IIRSE-CDB n—USE-c-,zv MIAMI-D1tDF� J GOUA TY APPROVED MASONRY A,VCHORS MATERI4LS USFD FM ANCHOR (1 EVALUATION> HERE` OUT1�RN PINE ASTM C90 CONCRETE MASONRY UN, rS AND CONCRETE WIT,H MIN Ka PER ANCHOR TYa., SEE TABLE 3. SHEET 4, 4) ALL WOOD BUCKS LESS THAN 1-1I2' THICK ARE TO BE CONSIDERED ix INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 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 IMPOSED ON THEM BY THE WINDOW 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURALl 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 33-113% 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 F7L-7065, 3579, 3580. 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TARI F 1 GlasE Types 1 718' L aN111 118 An - 099 PVB -1111 An) sheet 5 r 2 7/16' Lami (3116 An - .090" SG - 16 An) - B 3 7/16" Lami (3/16 HS —090' SG - 3/16 HS) 7 4 TV' Lami. IG (118" An - 7116" Air - 1/8- An - .090' PVB - 1/8' An) 5 5 7/8" Lami. IG (118" T • 7/16" Air - 1/8' An -.090" PVB - 1/8' An) 8 6 7/8" Lami. IG (3116' An - 1/4" Air - 3116" An - .090" SG - 3116" An) 9 7 7/8" Lami. IG (3118" An - 114" Air- 3116' HS - .090' SG - 3116' HS) 7 8 718" Lami. IG (3/15' T - 114" Air - 3116" An -.090 SG - 3116" An) 9 9 7/8" Lami. IG (3/16' T - 114" Air - 3116" HS -.090" SG - 3116" HS) 1 7 -PVB'= TROSIFOL Mt ZVB BY KURARAY AKIL:A, INU. 'SG"= SENTRYGA BY KURARAY AMERICA, INC. Ii1E3iL,r1 PREP: JRE RAnNc -f ItoyF'ACt"ti1Y1NGL"""'"°" VARIES. RAT ED FOH LARGE & SMALL SEE SHEETS 5-0 MISSILE IMPACT RESISTANCt tt 3T WIDT}ti- 25.476'3.AAX-0G:IPWIDTH IS UNDER 33.476' (HEAD & SILL 4' MAX. r— B. SEE SHEET 2 1 A 69" VISIBLE LIGHT HEIGHT (DLO) -- I I 1 \ I I \ I I I / \ I I � I / I I I / I I I/ I MAA A, SEE O.0 SHEET 2 6• MAX PAIR AT EACH JAMB IF HEIGHT 7e' HEIGHT 5116' LAMINATED GLASS STACK .090' TROSIFOLOPVB 118-ANNEALED GLASS BY KURARAY AMERICA, INC. w-- lWANNEALED EXTERIOR C39 GLASS i � I 11 116- G ASS BITE 7/1NATED GLASSISTACK r GLASS STACK .090- SG® BY KURARAY 3116'ANNEALED OR AMERICA, INC. HEAT -STRENGTHENED GLASS 3116- LED OR -HEATSTRENGTHENED HEAT -STRENGTHENED NGTHE EXTERIOR 38 GLASS 11/16"GASS BITE 50 32 GLASS TYPES 2 & 3 718" NOW 7I8" NOM. GLASS STACK GLASS STACK 7/t6'LAMINATED ,J 5116' LAMINATED GLASS STACK — GLASS STACK 118"ANNEALED GLASS HEA ANNEALEDOR In 6'AIRSPACE� .090'TROSIFOL®PVB 114-AIRSPACE HEAT-STRENGTHEENN ED GLASS 1" ANNEALED OR / BY KURARAY 311F ANNEALED .090" SG" BY KURARAY fi1PERED GLASS AMERICA, INC. GLASS �AMERKA, INC. 38 118' ANNEALED 38 , r�3116' ANNEALED OR HEATSTRENGTHENEO GLASS {�OR GLASS � EXTERIOR i n f 11116" GLASS BITE n iI III 11/16" GLASS BITE 4 MAX' f � 33 476' 8 OVER (HEAR 8 571,Lj. 30" VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW •2017 FLORIDA BUILONOCODE IFBC), 6TH EDRION •2014 FLORIDA BUILDING CODeEIF ', DCj. 5TH TION •A" E1300.04 •ANSVAF&PA NDE 2019 FOR WOOD CONSTRUCTION •ALUMINLPA DESIGN MANUAL, ADM-201.5 •AISI S1rD••2 GENERAL NOTES .......................1 ELEVATION ....... .. ....... .. 1 GLAZING DETAILS.. ... _.. 1 INSTALLATION ........................ 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILSIBOM.............. 10 EXTRU SIONSIS PACER .................... 11 ANY LTNNMi 'l'r••'•1GEN5'F''•4��'�' No.53705Ar '•. *: 6 0 0 S A 7j/1111111 L1 A. 1. MILLER, P.E. GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 I'll NON GLASS STACK —I I-- 11 I� GLASS STCK A ANNELEDOED 3nfi' ANNEALED OR EAT -STRENGTHENED GLASS 114'AIRSPACE .090'SG-BY KURARAY 3116"TENFERED —AMERICA, INC. /GLLASS 13g }-, II 3/16' ANNEALED OH HEATS'RENOTHENED 1 GLASS EXTERIOR a 37 t � 11/16" GLASS BITE 3 32 U GLASS TYPES 8 & 9 • H"i 47r iw1 • • •e 1s• • • _ •� JR: • Q;/2;/12' *EROBOR017 N • WT'-sA •y • •• ••• •• • • • •• ® Description: GLAZING DETAILS RODUCT REVISED ss vmplyinB with the Flmida BuilCin9 Code n/ �{ ��L ACCC�tBRCe/ _a(plY.IY J Date /!J✓M` By T4iani de !'rrttlnct J ROSOWSKI IWO TECHNOLOGY DRIVt N. VENICE, FL 5427l aim • • Data (941) 4B0-160Q ; r'ASEMENT VAQNDOA DtTi ll - LM & SM 08/08/12 COG-IGM02017 ALL RIIGNUT9TRESERWIP • Seri^��Mlx'et: •• Tv N • Sal • • Drawing Na. Rev: • ••CA-740 NTS••'I OP 11 MD-CA740-LM C CEO'. OF ALTO{. 292 6 • • • • • • • • • • ••• • • • ••• • INSTALLATION OPTION 1 EDGE _ INSTALLATIONANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 35�7 ATTACHED TO FRAMEJAMB EXTERIOR ATTACHEDTO VENT JAMB T l WINDOW HEIGHT I VISIBLE 14 LIGHT HEIGHT (DLO) .ATTACHED TO FRAME JAMB ATTACHEDTO VENT JAMB 38 39 EDGE DISTANCE EMBEDMENT I JAMB HARD- WARE CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET4. EDGE DISTANCE _I EMBEDMENT + BUCK HEIGHT TO FRAME JAMB INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4" MAX SHIM OPTIONAL ADDON FLANGE @ HEAD, SILL, & JAMBS SEE DE All A1, BE NOTES. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR BUCK WIDTH ATTACHED TO 15 16 FRAME SILL ATTACHED TO VENT SILL �- 0 IF 0 BELOW OPERATOR ARM >82 82 L ATTACHED TO VENT SILL 4 VISIBLE LIGHT WIDTH (DLO) — FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. - WINDOW WIDTH — INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 1� 11 89 LJ l\��//J 12 STEEL SELF-0RILLING _ I SMS, SEE TABLE 3, SH3, SHEET 4. B4 EDGE 38 39 DISTANCE 35-37 81 —I- - DADE APPROVED 3 5 MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD, EXTERIOR HORIZONTAL SECTION A —A EGRESS FORMULAS: WIDTH, VASH HINGE: WINDOW WIDTH - 13-1/2 NOTES: WIDTH, EGRESS HINGE. WINDOW WIDTH - 7-1/2 1) WHEN:NSTALLING HEIGHT: WINDOW HEIGHT-6 COMBINATION UNITS, ADDITIUNAL INSTALLATION VISIBLE LIGHT FORMULAS: 10" MAX, ANCHORS MAY NEED TO BE WIDTH. WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT-7 WINDOW FRAMES AT 10' MAX. f — / FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. _ I SEE TABLE BELOW: —�-{ �•�-- 10' MAX. L--- SEE DETAIL A2, BELOW GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION P IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114". 15 16 DETAIL At 1 i!F 1X UCKSTRIP, WOOD ff B SEE NOTE 2. -- I THIS SHEET. TYP. ANCHOR TYPE, _ y `-� 1/4' MAX SHIM EMBEDMENT AND EDGE __ — ''L• -- - f DISTANCE PER SUBSTRATE, I T SEE TABLE 3, SHEET 4. EMBEDMENT CONCRETE INSTALLATION PER ANCHOR OPTION 3 REQUIREMENT . INSTALLATION ANCHORS EDGE DISTANCE THROUGH IX BUCKSTRIP VERTICAL SECTION B-B INTO MASONRY. - - - of NY LYNN 't�O••VICENSF N * : No. 5870rrtt5 �Q,� S6'T T� F� •�� SS10NAL E?. `. ///I111111 A LYNN MILLER, P.E. 1070 TECHNOLOGY DRIYF N. VENICE, FL 3421;5 • (941) 480-1600• • CT WOUSM165.1 ] PGi MDUSTRIFB.INC. • • ALL MHTS RESERVED• • CERT. OF AUTH. #29296 Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) LL Window Width Anchor TYPe A B, C & D 0 26"+ 1 1 LL Window Height Anchor Type A B, C & D 17" - 25.9" 1 0 26'+ 1 1 AO MANES THIS Revise : to • • ••• •• • • • •• F'RODUCTREVISEO sc _.flying with the Florida i3uilding Cock w�I nmr.Ptaace Na 1%-0bi4'. l'Y r. rsEicxc Daic ?jff"3 `3r :ROSS SECTIONS & INSTALLATION J ROSOWSKI was AEMEK WNDOV;DETUate: *ILg - LM & SM 08/08/12 r%e&fNodel: • • I «'ole: Sheet: • Drowing No. Rev: • CA-74S NTS • 2 OP 11 MD-CA740-LM C ••• • • • • ••• • • • •• •• ••• •• ••• •• WINDOW �a HEIGHT WINDOW I WIDTH 740 SERIES CASEMEM EXTERIOR WINDOW U FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5.9. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED WNDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) SEE NOTE 7, THIS SHEET FIG 740 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW 11 � 1 AWNING / CASEMENT / FIXED CASEMENT (XXO) FGURE 2'. 740 SERIES AWNING y � WINDOW" v FRAME— ..r ASSEMBLY TUBE 10", SEE NOTE 7, D THIS SHEET �\ \ 740 SERIES CASEMENT —� WINDOW W FRAME ��- ASSEMBLY �E TUBE 740 SERIES FIXED WINDOW __a 'SEE PRODUCTS NOA FOR -'-"__-- INSTALLATION SPECS MIN. # 12 X 1"SMS THROUGH INSTALLATION HOLES MIN, #12X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES 740 SERIES FRAME CASEMENT EXTERIOR ASSEMBLY CASEMENT WINDOW I —I TUBE WINDOW �j EXTERIOR HORIZONTAL SECTION C-C 740 SERIES AWNING WINDOW FRAME —ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EYTFRIO 10 SERIES ASEMENT 'INDOW FRAME ASSEMBLY TUBE MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES =IXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTkP�L SGGTION 6rE • • • 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 8 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROhiTABLT•3•SH:ET �. 2) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE- OR 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY_ DIMENSIONS SHOWN ARE TIP -TO -TIP, FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. • • • • • • • • • • 4) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDE; IN :HE HAD, SILL ANUJAMBS •F YOUR WINDOW. • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIREEP(SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE, FOR ALL WINDOWS. USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE RAME ASSEMBLY TUBE ENjE�2L1NE. SEE TABLE BELOW: • AC it�nal Anchors Required on each dpi oft Frame Assembly Tube (FAT) � < • Window Width Anchor Type A B, C 3 D 17" - 25.9- 1 0 26'+ 1 1 < • WpOoy` HN9N• Anchor A B, C 8 D 17" - 26. 1 0 26Y 1 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P�UDULI REVISED eumNying with Ov, FWid. B„ilding Cndc nreptwce No/ -0 14n"•1�4-. 1 pirntion Dwe _ wf3 iY W U) < = U Ur U) J Oz Q ¢ O W m LL < M ,n 0 T r U) N o CO J � z o =' �o m Z ~ W U) ig Q W O O w v O { O W oQ y U < 1 !:. ILL. U , n 0 z W a 2 g � 0 oz ,taNLY'�. • ..NV * No.58705 v1 _ ,,S/ONAI LNG . A, (4It A IJl HW.tP E. P.E.# 58705 000g©ooEs©©©©©©o©© 000r�oorr�000 000r�r000000000 :�m0000m000mvoom000m000m000m000 mm000m000m000m�o®000mo�m000 mm000m000movom000m000�000m000. �■m000®000m000mmoommoommoommoo 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Om4r _ . ^,_.. Anerar Su6etreN . MrL ERJa Aaterety Nix U.C. VAWA.... Mk ewba•-11 `A7iiJ� PYe ' ,ite•Lisl #12, steel BANS (GS) S. ne SI 1' 1 No RiNA , 3/8' Sir .063• No A35 Steel 318" &W .050' No A653 S6d, Gr. 33 3/8' S'8' .1345% 20 Ga. No A #14, meal SMS (G5) or 41A, 410 SS SMS S. Piro SIB* 1• 1-3w W 6053-15 Akan. 3/8' SB' .083" No A36 Stets 3/8• Sra- .050'M A653 Stud Gr. 33 31W S18" 04Y, 20 Gel.2.8%Concrete 1/4• steel Umcm ttoawa Block 2-112' 4" IVIrB 1' 8' 1-1/4'hbbr Block2AIT 5' i-114'-its' shot' Holk.w Brae i ' 1ti4'i VC 41 tb••arate ff:'kw,. krk I' 2-1 6'1-L4TS. 1-S'4'CreteFlez steel SMS (G5) or #12, 410 SS SMS Pka 518' 1' 1-3/8'#12, 6063-T5Akan. 318' 5/8• .0713' A36 Steel 3/8' 518' .050" 1 Yea A053 Stud, Gr. 33 ww wlr .04S, 18 Gel. Yea 014. steel SMS (GS) or #14. 410 SS SMS S. Pine 5/S 1' 1-3/8' Yee 806175 Akan. 3/8' 518' .0713' Yes A38 Steel 3/8' S•e' .050' Yea A553 Stud Gr. 33 Vl-r 5I8' .045' JOG,. Yes D 1/4' steel UK-2.85k 2.9% C—nd. 1' 4- I-X4' Yee Concrete 2-1/2" 4• 1-11 es' Y Hdkre Block 2.1/Y S" 1.174' Yes Fned Block 2-1/2' 1" 1-/4• Yes 1/4' 410 SS CreteFtex 3.35k Concrete 1• 6" 1 Yee 3.35k Concrete 2-11r 6' 1' i Yee H.11— Block 2.1/2' 6' 14W Yes 5118' elect Ultracon 3.5k Cancrele 1-1/4' 5' 1J14' No Hollow Block 3118' S' 1-114' Pb Filed Block 241T 5" W/Ir No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2, ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. Jamb Snubber locations Gies c Type: PVB SG (Types 1, 4 & 5) ("a 2, 3 & 6-9) 83• 12• Max. Ram and Wne each end & 30" = leas Regq tinad Max O.C. IT max. tom 12• max. Rom O1e_r each end & 30" each end & 30' Bb max O.C. mall O.C. "PVB"= TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG"= SENTRYGLAS.BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" HEAT -STRENGTHENED, LAMINATED GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +70/-85 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF ♦70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). SAMPLL FIXED CASEMENT ANCHORS' t 4- A) FROM TABLE 11, A 34" X 61' FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +70/-90 USING ANCHORS C OR D. X' I ,'X• p NOT ALLOWED WITH FRAME ASSEMBLY TUBE r.',"�Fl B) FOR THE JAMB. FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE / DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. • • • tD.6•• ) • �. �� • • C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. •• • • "• • • • 1 • D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. • • as : _". • • /�►• • / • • E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Mrterlsl Min. FsVlt� Steel Scrw 92 ksi 410 Screw 9D ksi Eko UaraCon• 155ksi 410 SS Etc. CmteFlex• 127.4 kci 6083-T5 Aluminm 16 ks1 A36 Steel 38 ksi Gr. 33 Steel Stud 33 ksi T 10.6" •• • •• \ • 1 • • • a a" • 4" j• -�_ as a • �•26 • • • 34" — • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ('R,.DJcl• REVISED cnmplyu:& with I. Flot ids :uilOme Cnde l -Ofolq •� � cep!nncs Alo �i: atwln Dare `��ix-�rfa4,.air..� w CD U ZU w �0 a� � -.1 Z Q O . Q N C7 N C:)Z Z p vH p y i O W Z a C/5 C O O .O w , t 0 ° O QU (wn SO Z o� i •wm r o m �a o oZv 11111 111 U 1% * : No. 567ft O A r INL 11elt A. LYNN MILLER, RE P.E.# 58 r05 (cj•-1� (� DvWgr, Pressure "I for Single Windom. All Anchor Groh Window- L...,. anger 23' 25-15/16" 27,V4''t- 30r 33-U2' 35' 3T +701-90 +701-90 +70PW +7a-90 +7a-00 +701-90 7a-90 +701-90 +70/-00 +7a-90 +7a-00 +701410 +701-90 7a-90 +701.90 - FW40 +70140 +701-00 +70/40 +701-90 7a-9o+7a 90 *791 eo +7aao .7aao 701 so +70/ s1 +70/-90 +701-90 +701-90 +7a-00 +7a-00 +701-90 +701-89.2 F701-90 +7a-00 +701-90 +7a-90 +7a-08.5 +7a-80.6 +701-77.7 +701-74.3 +701-90 +701-90 +7a-90 +7a-84.3 +701-76.5 +701-73.7 +701-70.1 +7a-90 +7a-07.2 +701.77.7 +Ba-71.5 +W- 62.4 +6a- 60.9 +1.59.3 +701.90 *7a-848 +7d-75.7 +1-07.3 +/- 58.9 +/-57.2 +/-55.6 +7a-90 +70/-80.4 .70/-71.3 +OW-82.1 +l- 54.2 I t:M-1It___rl 4) 7/8 LAML IG. (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) T 'PVB•= TROSIFOL©PVB BY KURARAY AMERICA, INC. T WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. TABLE 6: Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube I Window Width under 23" 25.15/18" 27-3/4" 30" 331/2' 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B C&D A B C&D A B,C&D A B,C&D under 23" +701-90 +70/-90 +70130 +70/-90 +701.90 +70/90 +70/-90 +701-90 +701-9D +70t-9D +70/-90 +7a90 - +701-90 +7a-90 +7a-9D +701-90 +7a-90 +70/-90 +701-90 +7a-90 SS/ 211B" +7a-90 +7a-90 +7a-90 +7a-90 +701-90 +701-90 +7a-90 +701.90 +70190 +701-90 +70/-90 +70/90 +7a-90 +70/-90 +70/-90 +70f-90 +701-90 +70/-90 +701-90 +701.90 383/8" +701.90 +701-76.4 +7a-0D +7a-90 +7a-04.5 +7a90 +7a-90 +701-79 +7a-90 +7a-90 +701-73 +7a-90 +701-90 +7a-01.8 +701.90 +7a-90 +7a-78.3 +7a-90 +7a-74 +7a-90 48" +7a-76.2 +1.61.1 +701.73.1 +701-90 +/87.5 +7a9D +7a-9D +i-B&1 +70190 +7a-90 +/58.4 +7a•80 +701-90 +/55.4 +7a-83.9 +701-90 +/-�.2 +7a90 50-518" +7a-723 +1-6TS +/99.3 +701-90 +1-64 +7a90 +7a-90 +159.9 +7a90 +701-90 +/•b5.4 +7a-88.7 +701-00 +/.62 +7aa9.6 +7a-90 j+/-6aZ+7a-90 +7a-9D +1-56.160" +/_61 +1.48.9 +1-58.5 +7a-90 +/-54 +7a-86.6 +7a-90 +/-50.5 +7a$1 +7a-90 +/-06.7 +701-74.9 +7a-88.5 +/52.3 +/-67.1 +701-80.3+701-77.7 +/-47.463" +/-58.1 +1.46.6 +/-55.7 +7a-88.7 N51.5 +701.825 +7a-90 +/-08.1 +701-77.1 +7a-90 +/-04.5 +701.71.3 +7a-84.3 +/�9.8 +163.9 +701-76.5+7a-73.7 +1-45.1 +7a-70.1 ^V Design Pressure (psf) for Window Attached Oo a Hor2ontel Frame Ass 44 Tubs (� W ndm Width I� v,der 23' 2S1`W78' 27-3/{' 30' 3i1/Y 35' 3T Anchor Group Anchor Gaoup Anchor Group Anchor C-P Anchor Gnxv Anchor Group Anchor Gmup All AN AN All A B 1 C&D A B I C&D A B I C&D under 23' +7a-90 +7a40 0 +7a-00 .701-90 +7a-07.8 +7a-00 +7a-00 +7a-90 +70/40 .701-90 +70143.8 +70t4D +7a-90 +7a-90 +7a-00 +7a-07.8 +7a-79.2 +Ta-9g .70/40 +7a-000 +7a-90 +7a4D +7a-00 a7a-0D .7a40 +M-90 ,M-90 +7a40 48' +Tor-90 +7d-0o W+70/-W-7W400 o+7a-90 .70/40 +70140 +701-90 +7a-00 .7a-90 +70/40 +701-00 505/8' +7a-90 +7o-90 0 +70/40 +7a-90 +70140 +70140 +7a40 +7a40 7ad9.z +7a-09.2 �' +7a-90 *7a-90 B.S .7a-00.6 +701 .8 +701-80.6 +701-77.7 +7a-77.7 +7007.7 M72 7a-7{.3 +7a-74a70/-9C +7a-90 +7d-90 +7a-04.3 +7a-76.5 a7a-76.5 +7a-76.5 *71w-73.7 +7a-T3.7 +7d•73.7 "1, 0.1 *7d-70.1 72' +7a-90 +7a-07.2 a70/-77.7 +7a-71.5 a8affi.4 +6affi.4 +6a52.4 .6a-00.9 +6a50.9 +60L .9+/58.3 N-69.3 76' +7a40 +7a-04.6 +701-75.7 +157.3 +/589 +I-58,9 +/58.9 a/57.2 +157.2 +/57.2 +/55.6 +1-65.8 84' +7014D +70bao,l +7a-71.3 +8affi.1 +/54.2 I +/54.2 I NOTES. 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW i FRAME HEIGHT j ASSEMBLY 11 TUBE 10' MAX. ADDITIONAL ANCHOR (4), IF RED. WINDOW WIDTH I" SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX. -+I _ ASSEMBLY TUBE WINDOW HEIGHT J I WINDOW ADDITIONAL _ _ -'l WIDTH r ANCHOR (4), IF RED. as ••• • • • • • • • • PEE•SH TSa1 FOR WINDOW ANCHOr • • • • • 6.004PTIQ4S AND QUANTITIES. SEE SHEE' • •• • • Z • FORGkolY ADTIONAL ANCHORS • • • • • 4tEQ1IRND FORW14E FRAME ASSEMBLY •• ••• •• • TUBE, • •• • ••• ••• ••• • • • • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • pRODUCI'REV[SBO ss amptt•ing with the Pk•itia R nn Code ptcw No I -D 4'�Q _ t-, �>i anon Detc _ 1^r -13 7_'� �.,.wG-n lfelr Product Coficd (� O LLI = U la- � W Z a � o` I J IL tl W H W ,O "� ` Ni oLLJ 0 OI Z of I ci3 0 U) w 10� C, Z r_ >CO > I W O .. C" Z oC7 �..� W oQ O O a<n U) U t1' 1 LY „W vQ I N !] G 0 zIn wv J su ei 0 LYNNM'�,� `:P��`�.•'•`3CENSF••�. * No.58705 SS1GNAL EaG. A /LMMJ MkIl5A, P.E. P.E.# 58705 FOR GLASS TYPES: TABLE 8• 'r4arn3idCT REVISED 2) 7/16" LAM (3/16 AN - .090" SG - 3/16 AN) c phrng wan Iho Flurig4 a adwj; d` _p .t4J4- '613- SENTRYGLA BY KURARAY AMERICA, INC. F:+septrnur No - WINDOW ?vli�uni n<k'prnduK�4!kWrSf i HEIGHT L y„I WINDOW U WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LILI � O LOCATIONS AND QUANTITIES. H to Z V � aQ LLJ Z e m L r J_ LL O LLJ W N CG 1 N a p Lu i O N i o H �� z CJ o° Z F- Q- w o C O Z =� 2 � FRAME �� 0 m 0 a (n U) \ U 1 p' MAX. —� -� ASSEMBLY it: " La = Q TU BE So 3 TABLE 10' to WINDOW �- ® z i' HEIGHT r o �' w WINDOW FRAME R r4 HEIGHT ASSEMBLY j-_ LI , o A F y TUBE WINDOW ADDITIONAL z W a F Q +LjL_ WIDTH - ANCHOR = U 10' MAX 14), IF REG, w z z - o V �J ADDITIONAL SEE SHEETS 1 D 4 FOR WINDOW ANCHOR o z e ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET � o Z v � (4), IF RED. 3 FOR ANY ADDITIONAL ANCHORS • • • • • • • •REQUIRED FOR THE FRAME ASSEMBLY 1 is is T BE' • •• �� (LYN ��7 WINDOW • • • • • • • • • WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR • • • • • • • • • LOCATIONS AND QUANTITIES. SEE SHEET • • • • • • • • • • • • , NO. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY - TUBE. • ••• ••• ••• • • 0 SA OF • • • • • • • • • • • I/,ONAI. I I I ' • • • • ••• • A.Ah ul EIR,P.E. NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS, P.E.# 59705 r-� Design Pressure (psn for Ilu�l Single Windows, All Anchor Groups Window Width under 23" 2s-15118' 27.3r4" 30" 33-1/Y 35' 37' under 23' +9a-130 +gp1-130 «9a•130 +901-130 +9a-130 a9d-130 +9a-130 25-15/16' +Ba-13D +90/-130 +Ba-130 a9a-130 +9a-130 +9a-130 a9D/-130 38-3IB" +90/-130 +90/-130 +Ba-130 +gp/-130 +ga•130 +9a-130 +ga-130 48" +9a-130 +90/-130 +9a-130 +BO/-130 +9a-130 a9d-130 +9a-130 = 50.5I8' «9a-130 +9a-130 a9a•130 +9a-130 +9a•130 «9a-130 +Ba-130 80" +9a-130 +ga-130 +Ba-130 ,90/-130 +ga•130 «9a-130 «BO/-130 � 63" +9a-130 *9a-1:A r9a-130 *9a-130 +ga-130 +9a-130 a901-129.8 7Y +90/-130 a9a-130 +9a-130 a90/-130 +gp/-129.1 +9a-122.5 r8a-113.8 76 +Ba-130 «8a-130 +ga-130 +90/-130 «901-124.1 +sa-118.7 +90I-107.8 8q" ag01-130 «9a-130 +9a-130 +90/-130 +9a-118.4 TABLES: Design Pressure (psf) br Windows Attached to a Vertical Freme AssembN Tube WBndow wldM I I under 23" 25-15/16' 27-a4" 30" 33.1/Y 35" Group 37" Anchor Group Anchor Group Anchor Group Anchor Getup Anchor Glap Anchor Group Anclgr C D A B CaD A 8 C80 A 0 C D A B C D A B C D A B C D q 8 +7a-BO +70/-9f1 +7a-90 +7a9D ,7a-90 +70/-90 +7a-00 +7a•90 a7adp +70/-90 +7a-BO +7a-80 +7a-BO +7a-90 +701-00 rid-90 ,70l-90 a7a-00 a70/•90 +7a-00 a70/-90 under Zr +70/-90 +7a-90 a7a-90 +7a-90 +7a-90 +70/SO +7a-BO a7a•90 ,7a•90 +70/-9:1 +7a-BO a7a-90 +?a -Bo +7a30 +70/-BO +7a-90 ,70/•BO +7a2a1 +70/-90 +7a-00 a701-50 25-15116" +7a-90 +7D1-90 ,7a-90 +7a-80 +7a-Ai +7a-90 +Ta-90 a?W-90 +7a-90 +70/-90 +701-BO +7a-80 +7a-90 +7a4f0 a7a-BO +7a-90 +70!•BO +7a•90 +7a-80 +7ab0 +70/-80 +70/AO +7a-00 +7a-90 +ia"80 +701-g0 *7a-90 +70/90 a7ab0 *70/-90 +70/�90 38-318" +7a'-BO +70/-76.4 +7a�0 J70/-90 ae•+7a76z+/-01.17aaa1a7a-9oa7a-0a.a+7a-9o+7o/ao+7a7e9a7a4wa7,7o1-T3,7a-9o+7a-80,Taco.7aaas+7a-Bo+7aao+Ta-so.7o/as.1.7a�o+7a-so+To/-9Dwa-02.s+7o/.Bo+7a-BOsame+7a723./s79+/.BB3a7aso,7a-0o1.7a90,7o/so+7aaaa+7a-Bwa4Ao+/-09.z+Ta-0B.7 na•.7a7aaaa+Tacowaao,7a-BD+7aao,7a-so+To/-9o+7aaa.s+7a-0B.e+7a-BO a7a-09.8,7a-90+/-62.8+7a-03.B +7a-00.3 ,7a-90+/$01+7a-00.2+7a-90+701-90 */4i6.3 +7a-75.B+7a-9063"+/SB1 80',1-58.5 +7a-90 +15 a701-08.6 +7a-0p+I-031+7a-01+7a•80+1-58.4+7a-74.9 +701.90 +/-55.6,7a•7137a-79.9+/57.27a-764+7a-90 +7a-90 +/-03.1 +70/-723a7a•865 r/I65-557+7a-88770/-025+70/-9D+/-00.1a70/-77.1 Design Pressure (psfl for WNMays Attached to a Fbr¢onlW Flame Acsemby Tuba I-� NAndov 1Mdlh vMer 23' 2S1m18" 27d/4' 30" 33-1/2' 35• 37' Anchor Omrp Arohar Getup Arrhor Group Anchor Grout/ Anchor Group Anchor Group Anchor Group All AN All All A 8 CaD A B Ca0 A 8 C8D under 23' a7a-90 +7a90 a7a-00 ,7a-00 ,7ab0 +7a-07.8 +7aao +7a-90 +7a-03.a +7a-00 +7a-90 ,7a-79.2 *]a-ta 25.1m18' +7a-90 +7a-00 ,7a-BO ,Ta-00 +7a-90 +7a-90 +7a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 11. pRODi K-T REVISED 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) sc Om jng with the Florida Building Code 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) A-pt0s cel -O A)a 9) 7/8" LAML IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) E.pr stu.It i7�1lYL3 "SG°= SENTRYGLASWBY KU RARAY AMERICA. INC. + F mi ode product C of T-U WINDOW HEIGHT J WINDOW m WIDTH Q U SEE SHEETS 1 B 4 FOR ~ ~ .6 a �' WINDOW ANCHOR C7 a LOCATIONS AND QUANTITIES. Lu z g o TABLE 12: Design Pressers (pal) br Windows Attached to a Vertical Frame Assembly Tuba ° 7 � '� LL Window Width ,7 I W W $ r uMer 23" 25-15/16" 27-3/4' 30^ ?31/Y 35^ 37" I 'N w Anchor Group Anchor Group AnchorGmup Anchor Group Anchor Gmup AnchorGmup Anchor Group A 8 C D A B C8D A B C80 A B C D A B C D A 8 C D A B C D! W 6� under 23" +70/-90 +70/90 +7a-90 +7a-90 +7a90 +7a-90 +70190 +7a�7 +7a-90 +7a•90 +70/90 +70/90 *701-W .70190 +701-90 +F1.-- .7d•90 +7a•90 +7D/-90 +7a90 +701-90 +701.90 +70190 a1a90 +70/90 +70/90 fV ! C� n: Q I z i, 25-15118" +7a•90 +7a90 +7a90 +701-90 a7a90 +70190 +70190 +7a-90 +701-90 +7a90 +7a-90 +70190 +7a90 +7a-90 +701.90 +'0/-90 ; +7a90 +70190 +701-90 +7a90 r701•80 +701-9C +70/90 a7a90 +70/90 +70/-90 S L7 I= I z_ 38-3/a^ +7a-80 +70l-76.4 +7a90 +7a90 +7a-90 +1a90 +7d-90 +701-90 +70/-90 +7a•90 +70190 +70190 +7a90 +701-90 +70190 +70/90 1 +7a90 +7a-90 +70/-80 +7a-90 +7a•90 +70/-90 +70/90 a7a90 +7a90 +70/-90 00 a� G7 48' Lu +7a-782 +/91.1 +7a-73.1 +7a-90 +701-04.4 +7a9(1 +7d90 +70/-789 +70r90 +7a'-90 +7a•73 +70/90 +7a90 *7a90 a7a-76.s +70/-90 I a7d90 +7a-80 a7a-7s.t a70190 +7a-9D +701-80 a7a-02.8 +7a90 +70/90 +70/-90 SOSIB" +7a-72.3 +/57.9 +1-09.3 +701-90 +7a-a0.1 +7a90 +70d-90 +701-74 a +70/-90 +70190 +/ 2 +701-08.7 +7a90 +70190 +7aa4.4 +70r-90 +7d90 +7a•90 +7aa1.2 +7a-90 +7a-90 +70/-90 +70/-79.6 +7a-09.8 +70/90 ,70/-90 0 I z O 80^ +1A1 +/+18.9 +/-58.5 +7a-90 +197.5 +70196.6 +7d90 +1-03.1 +701-01 +70190 +/-58.4 +70/-74.9 +70/-09.6 +7a90 +/-02.8 +7a-83.9'a7a4S0.3 a7a-90 +1-80.1 +7a-00.2 +7a-90 +70/-W +/-08.3 +7a-75.9 +701-90 +70l-90 z w Nd8.5 H55.7 +7d-08J +/-04.3 +7a-025 +70.90 +/.60.1 +701-77.1 +7a-90 +1-55.6 +70l-71.3 +70/-65.3 +7a90 +/-59.8 +7a•79.9 +pa-78.5 +70/-90 +/-57.2 •701-7a.4 +7a-90 +70/-90 +/-03.1 +70/-723 +7a-06.5 +70l-90 I I .. .• r m G^ I (1) obi W b Q FRAME Im O a w (n \ U 10° MAX. -►{ {..-- ASSEMBLY � o p Q U TUBE TABLE 13. WINDOW ,\�� a iv o 0 HEIGHT WINDOW FRAME L HEIGHT ASSEMBLY TUBE �I WINDOW I. ADOrf10NAL z w^ Z F i WIDTH ANCHOR u o 2 10' MAX. (4), IF RED. I ray, z f o r SEE SHEETS 1 8 4 FOR WINDOW ANCHOR L-I U w j ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET z ANCHOR u 3 FOR ANY ADDITIONAL ANCHORS (4). IF REO. g • • • • • • • REGNIRW FOi7•TIIE FRAME ASSEMBLY %i .. .4le WINDOW • •• • a • • ••• • �a•'•LICENSE'. � i --'1 WIDTH I� • • • • • • • • • •. F� SEE SHEETS 1 8 4 FOR WINDOW ANCHOW • • • • • • • • • • • P: - LOCATIONS AND QUANTITIES. SEE SHEET #.: NO. 58705 3 FOR ANY ADDITIONAL ANCHORS = .� * - REQUIRED FOR THE FRAME ASSEMBLY _ - - 6f nu TE i o i • • i• i• • •• i i �'Ss/GNA ECG NOTES: • • • • • • • • 1) SEE SHEET "":-RA- FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYI(11V Mltl' PE 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PEA 59705 Design PrLLJ essure (pafl for Single Windows, All Anchor Groups WIMow Width under 23" 2515l16" 27-3/4° 30" 33-112' 35' 37' under 23' +9a-130 +9a-130 a90/-130 +9a•130 +9D/-130 +9a-130 +9a-130 25-15/16° +9a-130 +9a-130 +90/-130 +9a-130 +90/-130 alla-130 *9a-130 38-318° +9a-130 +901-130 +gp/-130 +9a-130 +9a•130 +gD/-130 +9a-130 t 48" +Ba-130 +9a-130 +9p/-t30 +9a-130 +901-130 +g0/-130 +Ba•130 50-&8" +BOI-130 +Ba-130 +80/-130 +9a-130 +901-130 +g0/-130 +9a-130 E60' +9d-130 +90/-130 agpl-1 JO +9a-130 +9a•130 +9a-130 +9a1-130 � 83' +9a-130 +9d-130 +g0/-130 +Ba-130 +90l-130 +90/-130 +9a-130 7Y +9d-130 +9a-130 +90/-130 +3a-130 +901-130 +90/-130 +g0l-130 7a^ +9a-130 +9a•130 +9a-130 a9a-130 +90l-130 +90/-130 a9a-130 gq^ +9a-130 +9a-130 +9a-130 +9a-130 +9a-130 Design Pressure (pefl for WlMowe Attached to a Horizontal Fame Assembly Tuba Window Width uMer 23° 25-15/16' 27.3/4' 3a 33-1/T' 95" 3T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All AN All A C8D A B C8D A B C80 under 23' +7a-90 +7a90 +70/-90 +7a-00 +7a-90 +7a90 +7a-90 r7a-63.8 +7a-90 «7a90 +7a-79.2 +70/-90 25-15l18^ +7a-90 +7a90 a7a-90 +7a90 +7a-90 +7a-90 +7a-90 +7a-90+70/-90 +7ad7.e +7a-90 a7a-9038-3'8° +7a-80 +70/90 +701-BO+70/90a7a-90+7a-90K +70/-90+70/90 +70/90 +7a-90 +70/-90�era"+7a-eoa7o/9o+7a-so+7a9owa•so+7a9D+7a-9o+70/90+70/90+7a9o+7a9o50-5/8' I +7a-BO a70/-*•+7al0+7a•9D+7a90+7a-90 +70/-90 +70/90 +70/-9070/-90eo"+7aeo+7a9o+7a-so+7a9o+7a-9o+7a-so+7a-so+7a-so+70/90+7a.soa7o1-eo03° +7a-90 +70/90 +7a90+70/90+7a90 +7a-9D +70/-90 +70/-90+7a90 +-72° +7a-90 +7a90 a7a90+7a-90+7a907aa7a-90 +70/-90 a70/90r7a90+70/-90+70/-90+70l-90 +70/-90 +70I90 +7a90 +7a90 +70/-80 gq^ *70/-80 +7a•90 +7a-90 +7a90 +70l90 +7a•9D +7a•90 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: r�RaTx�cl' as�zsrz7 TABLE 14' 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) „plsir-0wirl, the F'briea „iie ng coda "PVB'= TROSIFOL VB BY KURARAY AMERICA, INC. Acc ytrce No i2 06 tA'• IQ- Expua Detu 4A' - i-�jQ'Z3 B}'- 7 Mimni erk i:r;.b,a�ritiimoS �U WINDOW HEIGHT J O WINDOW r- - 'i [I m a WIDTH Q � � ZU SEE SHEETS 184 FOR 0 t6 s WINDOW ANCHOR LOCATIONS AND QUANTITIES. Lu Z J o` QH Nor l J � Q c i a LIJ (V 0 !e r- i r- x 5 I i s1n 0 IV ooG �o (n' Z W .v 0 O O .. Z v zUiU) �C7 W aQ FRAME a Q Q 10" MAX. -� lam- ASSEMBLY Lu 'v Q I TUBE TABLE 16: WINDOWI _ HEIGHT I• © to ry o WINDOW FRAME + I I- >r• o yc� HEIGHT ASSEMBLY 1 u o 1® 10 i TUBE WIDTH ANDCHOR�L I ?,.; a 10"MAX. (4). IF REO. �s a - SEE SHEETS 1 8 4 FOR WINDOW ANCHOR ADDITIONAL LOCATIONS AND QUANTITIES, SEE SHEET^ z w ANCHOR 3 FOR ANY ADDITIONAL ANCHORS u (4)• IF RED. REQUIRED FOR THE FRAME ASSEMBLY • • 000 • 7111111 1// WINDOtY 0.......... Mi WIDTH • • •• • • • • • ` _�?.'t\CEN$F'•. �(�� • •• • • • i ••• • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR • • • • • • • • • Q: • •'-� LOCATIONS AND QUANTITIES. SEE SHEET • • • • • • • • • • • • _ * No. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY ' TUBE. • ••• ••• ••• • • '�Q SATE F:•((7�� *sip 000 • • • • • • • �'7111111111 `�` NOTES: • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER• P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.# 58705 Design Pressure (pan br Single t/Nndows. All Anchor Groups Window Wltllh under 23' 2515116" 27.Y4" 30" 33-1/2' 35" 37" under 23' +7a-90 +7d-90 +7d-90 *701-90 *7a-90 +70/•BO +7a-90 2S15118" +7a TABLE 15: Desgn Pressure (ps0 br Windows Attached to a Vertical Frame Assembly Tube �-� '' Window worth I� II untlerZ3' 261J16' 30" 33-12' - 35" 3T Anchor Gmup Anchor Group Ar":hor Group AricMr Group Ancho• Group Anchor Group Anchor Group A B C D A B C8D A 6 CID A B C D A 8 C D A B C6D A B CID under 23' +70/-90 +711/-90 +7a-90 ale-90 a7cr•90 +70/-90 +Tor-BO r7a-90 +7a-80 +Tor-80 +7a-90 +70/-90 +70;-SO «7a-90 +7a-90 +7a-90 +7D1-90 +7a-90 +70/•90 +7C/-90 +70/-90 +7a•90 +ia-90 +701-90 Y 25.15I16" +7a-90 ,7a50 +Tor-90 +7d-90 +70/-90 +7a-eo +70/-90 +7a-90 +7a-BO +jar-90 *Ta-90 +7a-90 +70/-90 *7a-90 +70/-so - +7a-90 ,7a-90 +7a-so +7a-so +70/"e0 +Tor-90 ,7a•so +7a50 +7a-80 36-3r6" ,7a-so +7a-Tea +7a-so +7aao +7aaa.s +Tor-90 +7a-90 ,7v-7s � +7aBo ,�o/-so +7aa3 , 7a-eo +7a-eo +7 -so a +Tor-01.6 .7a so - +7a-90 +7a-90 +T -7 .3 a e +7o/-eo +7a so - «7a•74 a7aao +7aS0 q 48' +70r-76.2 ,/-81.1 +7a-:3.1 +7a-so +7a-90 ,/-63.1 "+7a eo +7o/-s0 +/-SB.a ,7a-80 +7a-90 +7a-so ./Es.a ,7w-83.9 +7a•90 +7a-so +/-0z.6 +7o/-s0 +7a-so ,/-ss.2 +7a-90 wa-so SS sos/9" naa2a +/-s7.9 +!-es.9 +7a-s0 +/.at +7a-s0 +7a-s0 +!-ss.e ,7aao +7o/-s0 *las.a +7aa5.7 +Tor -so .7a••so N•6z +Tor-79s ?7a-0o ,7a-90 +/-ss.3 +90/-90 +Ta•so +/-56.1 +7a-89.9 a7a-90 60' a/-01 +/j8.9 +/•58.5 .ia-90 +/-54 +70/-08.6 +7a-80 +/-50.5 +7a-01 +70/-90 «1-46.7 +1a-74.9 +70/-09.6 Nor -BD +1d2.3 +1-07.1 +7a-80.9 +7a•90 +/-50.1 +70/4f0.2 +70/-08.6 +H7.1 +7a-75.8 +7a-Ba.B 03' +/-58.1 +l48.5 a/-55.7 +7a-68.7 *l-51.5 +7a412.5 a70L90 +!-IB.t +70/-77.1 +70/-90 +Id4.5 +7a-71.3 +7a-05.3 aTa-90 +/d9.8 r/-03.9 +70/-76.5 «70/•87.2 +/-07.7 +70/•76.4 r70/414 +Id5.1 a7a-72.3 +7a-79.9 l7eelg, Pngeue Ipeq for W�novae Attached Loa /brizontal Frame Aeaemby Tube Width RWlrldeW uraW 23' 2StYt6' 273r4' 3R 337/7 35' 3T Arcrar Group Arohor Gmq Anctar Group Arcrpr Coup ArclnrGmup Arrhor OmuP ArchorGroup All AN Aq All A B CeD A B C8D A 8 CaD uMer 27- +7a-90 a7a-BO a7a-90 a7a-90 a7a-90 +7a-87.6 a7abq +Torso a7a-83.8 a7a-90 +7a-80 +7a•79.2 +Ta-90 2515'76' a76'-90 +7m-90 +1a-90 +7a-90 +7a-90 *Tor-90 +7a-tp +7a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 17' 6) 7!8" LAMI. IG: (3/16" AN - 1/4"AIR - 3/16" AN - .090" SG - 3/16" AN) i;a iIx Fiurida 4owaCo 1?-OG14.14 8) 7/8" LAMI. IG: (3/15" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) my �o �-4 .,irntioa D- under SENTRYGLA BY KURARAY AMERICA, INC. 7 �? am Dade Pa641-KO 1oEtrei eU WINDOW HEIGHT J LLJ WINDOW m a WIDTH Q U) = U SEE SHEETS 1 & 4 FOR WINDOW ANCHOR 0 LOCATIONS AND QUANTITIES. L Z NNQ 0- LLJ a I=^ d Y N I U) 5 f C,I C (� F- �ito Q U o� � I �` � - I y �C O a� n U FRAME > X W Q - 10' MAX. --� L- ASSEMBLY C ^ !� C) TUBE jL ?u m TABLE 19: WINDOW L j ry ci ry r- HEIGHT 1I1'1 ✓' $ F WINDOW FRAME L� m ® r HEIGHT ASSEMBLY $ a TUBE WIN�W ADDITIONAL =<j a o WIDTH ANCHOR -- w z - e p 10"MAX. _ - (4), IF RED. o�> SEE SHEETS 1 8 4 FOR WINDOW ANCHOR v I' Z w ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET ANCHOR 3 FOR ANY ADDITIONAL ANCHORS (4). IF RED. • • • • : : • • • : = RE8LqRED FOR THE FRAME ASSEMBLY �� . • • Mi �i� i �I • • • • • • • WBE' . LtCENgF'• C� WINDOWI • •• • • • • ••• • -"1 WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCH • • • • • • • • • • • • • • • • _ -k NO. 58705 LOCATIONS AND QUANTITIES. SEE SHEET _ 3 FOR ANY ADDITIONAL ANCHORS i ��S{/ REQUIRED FOR THE FRAME ASSEMBLY p 6 TUBE. ••• ••• ••• ••• • • �T•. • • • • •• •• • • • NOTES: • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. IYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS, P.E.x 58705 Declpn Pressure (psf) br Single Willows, All Anchor GrLU o ups Willow Width order 23' 2S75116" 27�314' 30" 3T under 23' +go!-i30 +9a-130 +90/-130 +9a-t 30 +901-130 +9a-130 +90/-730 2S1a1fi' a90/-130 +9a-i 30 +9a-t30 +80/-130 +9p1-130 +Ba•130 a9p/-130 38•a8' +90/•130 +9a-t 30 +90/-130 +90/-130 +9p1-130 +9p/-130 +pp/-130 48" +90/-130 *9a-130 +90/-130 +9a-130 +90l-730 +9a-130 ,80l-130 50-5/8' a901-130 +9a-130 +90/-t30 *9a-130 +801-13D +9a-130 +9p1-130 g60' +90/-130 :gp/-130 +90l-130 *9a-130 +g0/-130 r80l-130 ,901-130 83' +9p1-t$�+ ga-130 +90/-130 +9a-130 +90/-130 +9a•130 a9a-130 77 +90l-1 9a-130 +901-130 *9a-130 +9a-130 r80/-124.8 r90/-115.7 78' +90/-1 9a-130 +90l-130 +9Dl-13D +90/•128.2 +BO/-118.7 +9a-109.8 84' +80/-t BOI-130 +9a-130 +9a-130 +pp1-118.4 TABLE 18: -_ Design Pressure (pcfl br Windows Attached to a Vertical Frame Assembly Tube T-1 Wlnrlow WrEth ILr I I LAnchor under 23' 257916' 27:J4' 30' 331/2' 35" 3T Group Anchor Group Arwhor Grolrp Anchor Group . Anchor Group Anchor C -- Design Prasaure (pafj br Wlndw�a Attached to a FWraoMel Frame Asaemdy Tut» WMaw Width 23"25-15/1E27al4'30- 33-t12' 35' 37'chor !An Arcnar C�dp Anchor GmuP Ancanchor GrauP Group Ancnar Ora:pA+charGrouproup All All All All A B � C80 A B C8D A B CCD under 23' a7a-90 a7a-00 +7a-90 +7a-9J *7N-90 +7d-07.e +7a-!i0 a7a80 +7d-03.8 ♦70/90 «7a-9p +71Y-79.2 +7a-90 2s1a16" a7aao a7a-90 +7aao +7a-90 a7a-90 «7o/m na-90 +7a-0o Hasa .70/.90 +7a-07.6+7aao 363IS +7a-0D +7a-90 +7a-90 +ra-90 a7a-90 +7a-ao +7a-90 ,ra/ao ,ra-90 +7aao +7a-0o ,7a-90 +7aao atr +7aao ,7a-90 «7aao a7a-eo .7a-w +7a-1q .7a-W a7aao a7a-eo +7a-0o +7a-9D «7aao +rasp 565/fr +7aS0 +7a-90 +7a-00 +7a-!ao +7a-90 ,7a-BO +7a-90 a7a-90 +ra-90 ,7aAO +7a-90 +7a-9D a70l-90 60' ,7a-90 +7aA0 a7adf0 +7a-W +7a-so a7a-00 a7a-90 a7aaD +7a-00 «7a-00 a701.90 +la-90 ,7a-90 63• +70/-00 a7a-Bo +7a-so +7a-0o «ra-w ,ra-90 +7a-90 +7o/dw +7aao a7a-90 +7a-so a7a-90 +7a-00 72• +7a-so +7o/m a7a.w ara4)0 +7a-90 a7a-eo .7a-90 +7aeo a7aso +raao +7aao +7a-90 no/ -so 76• a7a-so +7o/-so .7a-90 a7a.so a7aao .7aso +7a�o .ra-eo +7aso +Torso +7a-90 +70%90 .7a-so 6t• ,7a-so +7a-so a7aao ,7a-so +7aao a7a-w +7aso ••• • • • • ••• • • • • • • • • • • • • • •• •• • as• •• •• ••• • • • ••• • • ..Item Dw9. # Description Material 7002 Main Frame Head, Sill & lamb 6083-T6 Alum. 7071 Anchor Plate 6063-T6Alum. 7003 Sash Top, Bottom & Side Rail M-T6Alum. r 7008 Frame Comer Key Steel 7009 Sash Corner Key Steel 7078 Frame Gasket Vinyl Foam 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187" x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WW<=24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 0 erator Backin Plate Steel 19 7051 Operator SpacerBlock Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track &Slider IDual Arm) Steel 22 7023 Egress Hine(Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hine/Washable HD),Manuf.byTruth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Settin Bock 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM _ 35 7036 Lam! Bead B 6063-TB Alum. 36 7042 LamlBead C 6063-TSAlum. 37 7059 Lami Bead D 6063-T6 Alum. 38 1224 IVIny1 Bulb Wst (Thick) Flex PVC 70 39 1225 Vin I Bulb Wst (Thin) Flex PVC 70 Dow 899 Silicon Backbeddin _50 60 700E Screen Frame 31054H14 Alum. 61 7040 ISaeenCo,nerKey Polypropolene 62 IScreen Cloth Fiberglass 63 1635 SaeenSpline EM. PVC 64 320 Screen Sprin Stainless Steel 70 134 Add -on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 6063-TB Alum. 80 #8-32 x 1/2" Ph. Pn. Mach. Sa TYPE B Stainless Steel 81 1157 1#8 x 1/2" Ph. Pn. SMS Stainless Steel 62 #8 x 518" FI. Ph. SMS Stainless Steel 83 #8x 7/8" FI. Ph. SMS Stainless Steel 84 #8x 1" FI. Ph. TEK Stainless Steel 85 1#8x 1" Quad Pn SMS Stainless Steel 86 #8X 1-1,/2" Quad Pn SMS Stainless Steel 87 #10 x 1/2" Ph. Pn./ TEK Stainless Steel 89 #10-24x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS T7 ONv LTA(,( 11'' • • • • • • No. 58705 - • • • -p ST ,'_t 4F''• �C� i- "'"" Gs�`• 070•TECHNO CL: D<.. lb VENICE, FL•34275 • iss • (941)p480-•t600 • AL t'GN�� • • • • �°v ousrni�'w • • • A. LYNN MILLER, P.E. PLLRIGHfS REstRVE� 3 SASH n�owrroc rr Rev" 05/25/17 NO CHANGESTHIS SHEET. PRODUCT RE V ISFA cmrnovy ag with ttw Fb i& 6viidia6 Cod.. Aeceptaa.:e No % - Cw4 ./ ¢ Ez mwioa Date By Mtami' adc Product Cbd"A BOM AND CORNER VIEW J ROSOWSKI rite: • • • • Dote: ,CA'4M;Ni WINDOW DETAILS - LM & SM 08/08/12 Senei'io4el;9 Scole: sneer Drawing Na. Rev: 474d NTS 10 OF 11 MD-CA740-LM C • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILICONE HOT -MELT BUM STRUCTURAL STRUCTURAL 1/4"NOW SILICONE FOAM 3/16" NO% POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT EXT.GLASS EXT GLASS INT. GLASS INT. GLASS too KODISPACE C 01 SUPER U 4SG TPS SPACER®NXTTm REINFORCEMENT POLYISO- BUTYLENE 5/16" NOM:;;, SEAL BUTYL & DESICCANT —.� ROLL -FORMED _ FOAM / STAINLESS STEEL EXT. GLASS --- / / EXT. GLASS C I T. GLASS DESICCANT FILL AREA �,— 5/16' NOM. ��SILICONE SEAL C�DURASEALL' 10o XL EDGETM toe SPACER SPACER INT GLASS Part # Description Material 100 Kommeriing 4SG TPS Spacer System See this 101 Quanex Super Spacer nXr with Hot Melt Butyl Sheet for Materials 102 Quanex Duraseal Spacer 103 Cardinal XL Edge Spacer O 2.919" NOW 439" '-�— 2.784" 1 FRAME HEAD, SILL & JAMB #7002, 6063-T6 11 1.356" �— 1 .441" 095" ANCHOR PLATE ? #7071,6063-T6 j 7116' .05^" �� .865' I� BEDA 351 #7036,6066 3-T66 .172" .870" Mo.. T,, �— .569' 37 BEAD D #7059, 6063-T6 t\111 III IIT • • • • • • • • • LYNIV,y �• � • • • • %CENSF . /C�t� • TC i * No.58705 i 062" —� NOW 1.159' 03 3 SASH TOP, BOTTOM &SIDE #7003,6063-T6 A .040' � 1.000' .423" t— FIXED 60 SCREEN FRAME #7006, 3105-1-114 1.124" 125' 2.701" 062" I 093" — 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 .523" ��J O50' _ .865' BEAD f 36 #7042, 6063-T6 I Revision: 7 NO CHANGES THIS SHEET. 2,203' 093' J 0931, J 7�AD )ON FLANC-E U # 134, 6063-TC PRODUCT PE-VISED m comply ins with tiff F'iwdo 8uildinl; Cade Accepwn«--Pro �?-0614.14 Esspirafio�DutC�,'� By f Mi_n ndettd NE 1 ® Description: • • • — EXT5USIONS & SPACERS J ROSOWSKI O TE • 070•TECHNOLCFI Y DRVr F00RIOP \ � ` 'VENICE, FI.342• Ti"'. • Date: ••��WINDOW DETAILS - LM & SMo 08/08R12�48000:CAEMM /�NR,L'° !E�•W A LYNN MILLER, P.E. PLL RIGS REERD CA-740 NTS 11 OF 11 M D-CA740-LM C REA 58705 CERT OF AP7Hr #2929+i • • • • • • • • • • • •• •• • • • •• •• M IAM I•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 . .... ...... .. • • • . ...... •• •. ...... ..•. NCOPE: • • • • • • • ... This NOA is being issued under the applicable rules and regulations governing Kht use of constructicm • • • materials. The documentation submitted has been reviewed and accepted by Miami"Dade COUP" PER•"• • Product Control Section to be used in Miami Dade County and other areas where allowed by the Authoril�' • ; • . 00 Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PTodVjrContro010000 Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade. a4ty) rese,"e. the right • • • • to have this product or material tested for quality assurance purposes. If this product or matp.W 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 Velocitv 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ins ep ction at the job site at the request of the Building Official. il This NOA revises and renews NOA# 1-0614.11end consists of this page 1 and evidence pages E-1, E-2, 'E--3 ansd`E--4—a'well-a's'approVal'document'trent oned above. The submitted documentation was reviewed by Manuel Perez, P.E. MiaMi•oOA No. 18-0430.05� e�e COeouNnr Expiration Date: February 19, 2024 ApprOYI Date: August 23018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS • . . .... ...... 1. Manufacturer's die drawings and sections. • • (Submitted under NOA No. 08-1112.09) •••••• •• •• •••••• 2. Drawing No. MD-720-820.1, titled "Fixed Window Installat16fl'6hidelines", sheets:I • • •; through 11 of 11, dated 04/12/13, with revision C dated; 0�%06/17,: prepared ��. • •' manufacturer, signed and sealed by Anthony Lynn Miller, P.$..... • •; • • ...... .. . ...... B. TESTS """ • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F'$C, 1-*As.2o2-94*" 2) Large Missile Impact Test per FBC, TAS 1w9# ; • • • • 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, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (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) Manuel PVraner E. Product Control NOA No. 105 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with F]Dg Edition (2014) and FBC 6tn Edition (2017), dated 09/15/17, propakd by. • manufacturer, signed and sealed by Anthony Lynn Miller, P.L.• •; • • • • • • 2. Glazing complies with ASTM E1300-09 ' • • •.. • D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resouroe9�AER).: E. MATERIAL CERTIFICATIONS • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray AwexjesyInc. fo. heir "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated'p141.9/17, 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 MOA 1 18- 3 1.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E - 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5` Edition (2014) aril FBG ,4t!:EditicLq • • • • (2017), dated 08/29/17, issued by manufacturer, signed and •saafe&by Anthony Lynn . Miller, P.E. •••;•• •• •• •••••• 2. Statement letter of no financial interest, dated 06/09/17, i N: f 0c? by mat factur*.... signed and sealed by Anthony Lynn Miller, P.E. •. •. 0 • • • • • ,.... 3. Proposal No. 16-1372B issued by the Product Control Section. A4@d 11109116, signed;.. • by Manuel Perez, RE 000000 ••• • .. •... 4. Proposal No. 16-0125 issued by the Product Control Section, M%d3)3/09/l6'signed •, by Ishaq Chanda, P.E. re go o oboe 5. Laboratory compliance letter for Test Report No. FTL-7212, eTLtjd 03/2j1 j 0�, signed• • • and sealed by Marlin D. Brinson, P.E. oo... (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. jjawa 47--2� Manuel ere . Product Control ExAn jAer NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 • • • 7) Drop Load Test, per CPCS 16 CFR 1201 (fat 12j and A14SI Z97.1... • (400 foot-pound impact) *::Goo . 00 along with marked -up drawings and installation diagram of a serlasPW7620/FW772q • • • aluminum fixed window, prepared by Fenestration Testing Labbrattvy, Ine. Test :"'.; Report No. FTL-18-7763, dated 03/19/18, signed and sealed b Wlmis .... Ortega, P.E. • • • • • . . .60 ..... ...... C. CALCULATIONS 0*00 1. Anchor verification calculations and structural analysis, complying Svith rVIC,6tn • • Edition (2017), prepared by manufacturer, dated 04/19/18, signed %nd 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 BC 6" Edition (2017)1 dated April 20, 2018, issued by manufacturer, signed and sealed by AntFo y 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. 1 ' C Manuel Perez .E Product Control Exa in NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 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 ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). jL OTf 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL— I DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS 6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 1 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 .�•1 '•MAX IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. e. 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 8 18-7763; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA, ANSI/AFBPA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. ITNj''� 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIEi 1 SIGN PRESSURE RATING IMPACT RK INC VARIEF u1RGF 6 SMA.1. MIS':4F y SEE SHEET [ BAPAC7 RE'1`.TANCE bx' TIP. TO;TJQ yl"�tl„TN,� 48" BUCK WIDTH 48" BUCK WIDTH 48" BUCK WIDTH _ 45-114" VISIBLE 45-1/4" VISIBLE 45-1/4" VISIBLE LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH I� 3-1/NL4X 6" MAX. H, SHEET 9 I ET 8, SHEET 6 D, SHE7 2" MAX. I I I I C C E, SHEET 8 A I BUCK SHEET7 96" G,SHEET9 E,G HEIGHT BUCK ---------------- HEIGHT I -------- VISIBLE 12" MAX. / 93-1/4" / VISIBLE / LIGHT O.C. I / VISIBLE I / LIGHT HEIGHT T i / LIGHT 1 / HEIGHT 37 r HEIGHT 96" TI;%1 BUCK TIP I 5" MAX. I HEIGHT ME. O.C. i 12" MAX. O.C. 1 M—1 �D —�� ►-- 12" MAX. O.C. 2„ M F, H �— AX 5" MAX. O.C. TYP PANGEDf"A TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION ELEVATION 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.......... B INSTALLATION, INT. FIN B.. .9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES .10 PARTS LIST ............... ...... _.10 1-1/16" Lami. IG FIGURE 1: 12" O.C. MAX. 12" O.C. MAX. 6" MAX. 1 .090" PVB - 3116" THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB "SG" _ "KURARAY SENTRYGLAS® INTERLAYER" BY KURARAY AMERICA, INC. KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF "PVB" _ "KURARAY TROSIFOL• PVR INTERLAYER" BY KURARAY AMERICA. INC. ANSI Z97.1 WHEN USING GLASS TYPES 6 OR B. SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE 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. Imo —WIDTH{ WIDTH WIDTH —1 WIDTH �{ I I IT IT0—— �� 1L_ J WIDy-I V •OIDTI • I- WIDTH �-I I� WIDTH To ww•• ••••r11•1L— —J L J WIDTH =I I'� WIDTH +{ �- WIDTH --I� WIDTH +I }-- •• :•i . -- ••�i — }--- • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P50DUCT REVISED +rt:P!)'..g l,':th the F IMida Omldmg Co•Je i.�Ptaxe E<pirxtio JR - 03/16/18 - UPDATED VALUES AND SIZES FOR GLASS TYPES 5-8. SERIES NAME CHANGE TO 7720A FROM 720. W _ > c7 a 2 0 ^aa Y.4 p v O o alor] O CON i w O O .vj w- J �¢ - r I— J r Z 1a Z ^ = W pa U_Ud 0'- J w 0 VJ Z 00 00 �a O (7 on. 7M0 CD w 1. ti ZO 0 Z o J F- w -�so7 Q J W Z H w O O Z i O Z oa s O Z Q Q o w O Z cj r 2C W LLL a;r/ CO saa d s- ia5 ``111...... ////i ` NA( * No.58705 ;0'. ST TE F �. S!ONAL 1EN0till A. LYNN MILLER, P.E. P.E.N 8705 - Window Design Pressure (+I•, Psi) for Glass Type 1 a -Sm11i / 1 73 77 81 85 89 93 97 1 101 105 110-1/2 31 +/-80 +/-80 r/-80 r/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +; +1-80 +/-80 */-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 35 +! 80..... +/-80 +1-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-79.6 +/-79.4 37 +/-80 +1-9D +1-80 +/-80 +/-80 +/-80 +1-79.7 +/-77.2 +1-75.1 +/-73.4 +/_72.2 39 +1-80 +1-80 +/-80 +/-80 +/-80 +/-78.1 +/-752 +/-72.5 +/-70.3 +1-68.5 +/-66.3 4 . 41 £q 43 +/-80 +/-80 +/-80 +/-79S +/-77.2 +/-74.3 +1-71.3 +/-67.9 +/-64.7 +/-65.1 +1-63.4 «I-61.6 +/-80 +1-80 +/-80 +1-77A +1-74.3 +/-71.3 +/-68.2 +/_61.6 +/-59.8 +/.58.2 i 45 +1-80 +/-80 +/-78.9 +/-75.4 +/-72-1 +/-68.9 +/-65.6 +/-62.2 +/-59.7 +/.57.5 " 47 +/-80 +1-80 +1-77.2 +/-73.6 +/-70.1 +/-66.8 +/-63.5 +/-60.3 +1-57.7 49 +/-80 1 +/-79.3 +/-75.6 +l-719 +/-68.3 +/-64.9 +/-61.5 +/-58.2 51 +/-80 +1-77.5 +1-74.1 +1-70.3 +1-66.7 +/-63.1 +1-59.7 m 53 +/-79.1 +1-75.6 +1-72.4 +/-68.8 +1-65.1 +/-61.5 55 +/-77.4 +/.73.8 +1-70.5 +1-67.3 +/-63.5 57 +/-75.8 +/_72 +/-686 +/-65.3 59 +/.74.2 +/-70.3 +/-66.8 61 +/-72.7 +/-68.7 +/465 63 +/-71.2 +/-67.1 65 +/-69.7 +/-65S 67 +1-68.3 68-7/8 +1-67 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR IN IEGKAL FIN AND EUUAL LtU WINUUWS, SUB I KAUI 1" FKUM IHE I IP-1 U-I IP UIMtNSIUN 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. Window Design Pressure (+/-, psf) for Glass Type 3 Long Side, Ti to T1 in 68.7/8 73 T7 81 55 89 93 97 1 101 105 110-1/2 31 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 33 +/-80 +/-80 «/-80 +/-80 +I-80 +/-80 +/-80 +/.W +/-80 +l-m +1-50 35 +/-80 +1-80 «1-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-W +/-80 +/-8o 37 +/-80 +i-80 +/-W +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 39 41 +1-80 +/_80 +/-80 +/-80 _+/-80 +1-80 +/-80 +/-80 +/-80 +/-79.4 +/-76.4 «I-74.3 +/-80 +/-80 +1-80 +1.80 +/-80 +1-80 +/-76.7 +1-73.5 +/-70.9 +1-69 - 43 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-77 +/-73.1 +/-69.6 +1-66.9 +/-65Z n 45 F +/-80 +/-W +/-80 +1-W +/-W +1-77.8 +1-74.1 +/-70.3 H-67.5 +/-63.9 3 47 +/-80 +/-80 «/-80 +1-80 1 +f-79.2 +/-75.4 1 +/41.7 +/-68.1 +/-65.1 a 49 F +/-80 +/-80 +1-80 +/-80 +/-77.2 +/-73.3 +/-69.5 +/-65.8 51 rn 53 +/-60 */-BO «/-80 +/-79.4 +1-75.3 +/-71.3 +1-69.5 +/=67.5 +/-W +/-80 +1-80 +1-77.7 +/-73.5 55 +/.80 +/-80 +1-79.6 +/-76 +1-71.8 t 57 +/-80 +1-80 +/-77.5 +/-73.8 rn 59 +/-80 +/-79.4 +/_75A 61 +1-80 +1-77.6 +/-73S 63 +/_W +1-75.8 f 67 +/-78.8 +1-74 +/-77.2 68-7/8 +/-74.9 1) TIP -TO -TIP DIMENSIONS SHUWN 1- UK IN I tUKAL FIN ANU tUUAL LtU WINI UIW.7, SUb I KAU 11FKUM I Ht I IY-I U- I IV UIMtN-N 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. 7116" LAMINATED GLASS STACK 0, jGCli _�IIL--3 3/76"ANNEALED GLASS -i EXTERIOR a -C!; -sZTTYPFI PVBINTERLAYER 6" HEAT STRENGTHENED GLASS -1 GLASS BITE If--- LONG SIDE SHORT SIDE 1- T f - - LONG SIDE -+I 1 SHORT / SIDE 1 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 .090" PVB 11 INTERLAYER 5 GLASS BITE 1-3 EXTERIOR a7S7 21 13 : •titAS321'P�3� ••• : ••• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • • • •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • %/ 1 SHORT SIDE '`T} I � LONG /41 SIDE �jj _ I SHORT SIDE L� `DJL:T REVISED r�curpiyrRe w:;h tk :1ultida Gail®ing Ce•e .A- pals.-: Ne 1 I E-pinni- i+eu - NO CHANGES THIS SHEET W c� ay p ao `v O o0100 Q QO Ci N z y arc Of ci n U W LL z W Z J amo.;l d =LL o2 o� W O U U o W - 00 < oN 0m0 W a (7 o 0 v a Z oZrn O O U H g J Q W -j m Q H LL o N 1--S O W u Z Q z Of -22 o Z a o w O W Z L7 e"e O X W S LL 711.1 'asaU d s:a5 \\\\11111I11/7j LYNN,�''., �- No.58705 *� :jr ST TE`OF �SS�QNAI �r001 l jlll llllll\\\ A LYNN MILLER, P E RE.l1 58705 Window Design Pressure (+/_, psf) for Glass Types 2 & 4 SdeT fn Tin _ 101Lo 105 110-1/2 113 117 121 125 129 133 137 141 14568-7/8 31 +1-80 +1-80 +/-80 +1-80 +/_80 +/-80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 33 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1.80 +/-W +/-80 +/-80 +/-80 +/-W +1-80 +/-80 +/-_80 35 +/-80 +(-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 37 +/-W +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +l-80 +/-80 +1-B0 +1-80 +/-80 +1-80 +/-80 39 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 41 +/.80 +/-80 +1-80 +/-80 +1-W +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 +/-80 c - 43 +/-80 +/-8C +/-80 +/-80 +/-80 +/-80 +l-BO +l-80 1 +1-80 +/-80 +/-80 - 45 +/-80 +1-80 +1-80 +/- BO r1-80 +/-80 +1-80 +1-80 +1-80 +/-80 0 47 +1-80 +/-80 +/-80 +/-80 +/-W +/-80 +/-80 +/-80 +1-80 n 49 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +l-W 51 +/-80 +/-80 +1-60 +/-80 +/-80 +1-80 +1-80 � rn 53 +/-80 +/-80 +1-80 +1-80 N-80 +/-79.1 55 +/-80 +1-W +/-80 +/-80 +/-78.6 y 57 +/-80 +/-80 +1-80 +/-79.1 59 +/-80 +/-80 +/-80 61 +/-80 +/-80 +/-79.3 63 +/-80 +/-80 _ 65 +/.W +1-BO 6 68-7/8 1 +1-80 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. 1-1116" NOM. GLASS STACK LAMINATED GLASS STACK 'ERED GLASS 3116" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS (16" AIR SPACE _r--,090" PVB INTERLAYER TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �~ LONG SIDE SHORT SIDE y'I SHORT _ SIDE 1 I--- LONG SIDE j SHORT LONG • • • • IIDE• • • • • • SIDE • •j •• ••• •• • • • •• _ SHORT SIDE • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCF REVISED �; cmrplyirq} wig; the Florida Ifui!Lin� Cud. :Lnt(Nnuoe No lala-o�q.3c NO CHANGES THIS SHEET. Lu > ti c1 a Y U) p a� w r .- a0 s i� o w 77,, Q N J �c W n ZLLo ? p 11� _ 1D o W U U LU p LU 00 ¢ � un ~ W (9 (7 7M0 Z o O N O g J Q w m o c) N I j Z W Of iaaus cf) H ¢ p p w Z a o z W a ao ¢ w O p W z 04 e X W S � p a ar!'I sap s uaS \\11I1111111r/ \, ` ANY LYN/y '_10ENSF * No.58705 Q A *- lnATT ' = '.O'(V ` SS�o 1 ...LNG ,A LYNN (vIILLER, P E. P.E.# 58705 TABLE 5: Window Design Pressure (+/-, psf) for Glass Type 5 Long Side, Tip in T In 687/8 1 73 77 783/4 81 as 89 93 97 101 105 1 109 ll0-1/2 37 .901-130 +9M-127 5 +901-123.5 +90/-121.7 w9M-119 8 +90/-116.5 1 +90/-113.5 +90/-111 .9M-108.5 +90/-106.3 +9Wm 5 +80l-104.5 39 +goi. Q&1 +9M-120 +90/-114.5 +9M-112.9 +9M-111 -+90/-107�+8(If-104.5 T+901-100.5 +9M-101.7 +6M-97s +9M-94.9 +90/-99.5 •DM.977 a +9M-94.1 41 +9J'-12^,.1 +9M-113.5 490/-107.3 +W-105.2 +901-103 +901.92 ./-898 1 +/-85 43 +9M-114.4 +9M-1075 +90/102.5 +9(1-100.7 +901-98.6 +90195.2 +90/-922 +/-891 +l-858+1-83 +/-80.1 45 47 +90-108 7 +90/-1044 +901-102.5 +901-99.B +gM-96 8 •901-95.7 +9M-97.1 +9M_93.9 +90494.9 +W416 +90/-91 _ 0-87.5 +/-87.3 +/-Bd 1 +/-811 N-79 7 H-77.8 1 «/-76.1 1 H-7_5.6 +/-836+1-81 +/-78.9 +/-76.7 +/-74.7 +/-72.7 +/-72 - 49 +9M-101.1 +9M-97 +90/-92.8 +Bd-80.9 +/-88.5 +/-84.3 +/-81_2 /-78.5 ---- +/-76.1 •/-739 N-]1.7 +1.696 _+/-68.9 51 o 53 +9M-BB 1 +9Y-95.3 +9M-94.1 +9M-91.1 +9M-90.1 +/-88.2 +/-85.7 +/-62 +l-79.1 1/.76 3 H-73 6 +/-71.3 H-71 �H-58 7 •14SB 9 +/-6g 8 +l-BB.3 +/-84 +/-65 9 +143 2 H-87.4 +1--84.3 +/-85.6 +1-83.3 +1-80 +/-77 +/-74 1 - 55 +931-925 +/-86.2 +/-82.9 +/-81.4 +/-79 +/-78.1 +l--74.9 +/-71.9 +/-69.1 1 +/-66.4 +/-63.9 +141.8 +/-61.2 57 +/-" 8 +/-85.3 +1 81.8 +/-60.6 +f-76.2 +/-73 +/-69.9 +/-66 B +/-64.1 +/-61.9__ +/-60.1 N 59 r 81 +!-B7 1 H-81.6 +/_82 6 +1.80.8 +/.79.7 +/-77.6 +/-78.4 +/-76.8 +/-74 +/-71.1 +l-87 9 +/-64 8 +/-62.8 +/-62 2 +/-60.8 +/-60 3 _ +/-76.2 +/-746 ./-71,7 +/-69 +/-65.9 63 H-82.5 +/-789 +/-74.6 +/-73.2 e1-714 +/-684 H-65.5 +/-62.9 N-60.a BS 67 _+/-807 +/-79 +1.77 a/-73.8 +1-72.2 a/-70.4 +/A7.3 +/-65.2 +/-64.4 +/-82.4 +/-62 - +/-75.3 +/-71.7 +/-70.2 N-as.4 - 68-7/8 +/-77.3 +/-736 +/-70 +/-68.5 +/-fi6.6 +/-63.3 +/-61-1 73 +/-73.6 +/-70.2 +/-06.5 +/-64.8 +/-629 +/-60.5 77 H-70 _ +/-68 5 +/-63.2 +/-61.9 78-3/4 +1-68.5 +/-64.8 N-61.9 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. TABLE 6: Window Design Pressure (+f-, psQ for Glass Type 7 Long Side (In) 68-7/8 73 77 78-3/4 81 65 89 93 97 101 105 1 109 110-1/2 31 +901-130 +gM-130 +901-130 +901-130 +9M-130 +901-130 1 +90/-130 +901-130 +901-130 +9M-130 +901-130 +901-130 +9M-130 33 +9M-130 +W-130 +90/-130 +901-130 +9M-130 +901-130 +9M.130 +90/-130 +901:133 +9M-130 +W-130 1 +901-130 •901-130 +9M-130 +gM-130 35 •9Y-130 +9M-130 •9M-130 +9M'130 +9M-130 +9M-13a +901-130 +9M-130 1901-130 +9M-130 _9M-130 37 +9M-130 +9M-130 +W--130 *901-130 +9M-130 1 +9M-130 +9M-128.3 +90/-125.4 +W-122.6 1 +90/-120.1 +9M-118,1 +90f-118.1 +90/--118.1 39 +90P-130 +90i-130 +901-129.4 +gM-127.5 +9M-125.4 +9M-121.5 M- +91181 1+9M-110.5 •-1149 DM +901-1072 +9M-112.511901-110.4 +9M-103.9 +9M-101.3 +W 106.6 +9M-D9.4 +gM-106.9 +9M-97.7 +90/-106.3 +90'-971 41 +M.130 +9M-1283 +9M-121.2 +9M-118.9 •901-118.4 +901-1136 43 •901-1293 +9M-121.5 +90/-115.8 +90/-113.B .901-111A +9M-1075L+9M-1042 +90/-100.fi +9M-97 +9M-D3.s +9M-92 +901-909 *901-905 45 +9M-122.9 !9ry 1168 +90d-111.6 +901-109.7 +90110793 +9M-10Z8I +901-987 •90i-95 +901-92.3 +901-90.1 H-87.D +80145.9 +8M-054 47 +90/-1-118 I +901-1127 +gM-108.1 +90t-106.1 +90/-103.5 +90/-98.6 I +90/-94.4 +90/-91 5 +/-89.1 1 +1-86.7 1 +BW-84.4 +W-821 +BW-81.3 49 +gM-114.2 +9M-1096 +W-1048 +9M-102.7 +91-100 +90/-95.3 +901-91.8 +1-88.7 ./-86 +801.83.5 1 +80/-81 +/-7897 +/47.8 51 +9M-110.9 +901-106.3 +901101.6 +901-99.6 +90/-969 +9M=92. +9M-90.4 +/-89.3 +1-87 +/-662 +BM-837 +80l-83.2_ +BM-BOs +BM-805 •/-77.9 +/-75.4_ N-74.5 65 53 +9M-107.7 .9M-1029 •90/-987 +9M-96.7 +901-94.1 H-77.7 H-749 +/- S N_714 55 +gM-104.5 190l-99 6 +90l-95.3 +90/-93.7 +901-91.9 +/-88.3 +8M-84-6 +BM-81.3 +l-76.1 N-75.1 1 +1-72 2 +1-69.8 +169.1 57 +9M-101.5 +W4134 +901-92.5 +9M-91 +1-89.3 +BM-86.1 +8M-82.4 +/-78.9 N-75.6 +/-72.5 H-69.9 +1-67.9 59 +90/-e8.5 +9M-93.5 +/490 +/-88.5 +801-86_8 *80/-83 6 +81Y 0 3 +l-76 7 +1-73.3 H-70.3 +/-68.2 61 .BM-95.8 +9M-91.3 +1-87.7 +30/-88.2 +801-84.3 +8M_81 +1_7S a +/-74 5 ./-71 +/-66.7 _ 63 +901-9Z2 +/-881 +80/-84.3 +801-82.7 +80/-80.7 +1-77.3 +1-74 +/-71 +/-66.8 65 +901-91.2 +l-87 +80/-03 2 +801-81.6 +/-79 6 +1-76.1 ./-72.8 +1-70 67 +/-08.3 +801-85 +00/-81 +/-79.4 +/-77.3 +1-73.7 W-ME */-87 3 +BM-83.2 1 «/-79.1 73 +BM-83.2 +!-Tg 4 +/-75 1 +/-73.2 +1-71 +1.71 4 +/-89 9 1 78M4 +I-7]4 +1-73.2 +/-89.9 +/-6890 1) 1 IP-I U- I IN UIMEN STUNS SHOWN. -UK IN I LURAL FIN ANU tQUAL LEU WI NUUWS, SUB I HAU 1 1- FKUM 1 HE I IH- I U- I IF UIMtNSIUN IN I HE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED GLASS STACK !^ �no "SGINTERLAYER 3/76"ANNEALED GLASS/16" ANNEALED GLASS PiLODDCT R6VISFfl a nplynq; wide dM Florida Beil� C41de Acmptaece . a �-643t7.e 5/8" E.Vira9ion Dale GLASS BITE Imo- LONG SIDE Ry 1-2 T T (wxrtr llivocPr uct o✓ EXTERIOR SHORT 20 13 SIDE JR - 03/16/N -UPDATED VALUES AND SIZES. GLASS TYPE 5 I - LONG SIDE �I SHORT SIDE % TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM.JJ GLASS STACK I I LAMINATED GLASS STACK GLASS �-I 3116" TEMPERED GLASS 3/16"ANNEALED GLASS 3116" ANNEALED GLASS 7/16" AIR SPACE 090" SG INTERLAYER _ SHORT _ SIDE f 11 5 5l8" GLASS BITE 1 2 LONG � SIDE � EXTERIOR a5-7e 211 13 7ypF • • •tea-`S§ PE7j • • • i • • • • • • • • • • • • -I SHORT I_ • • • • • • TI SIDE f •• ••• •• • • • •• • ••• ••• ••• • • • • • • • e • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • W U 4+3 Y ❑ Q a a o O U 0 N i w O Q N U, iz n O r 00 n Z ^ i z a r:,U ❑ ED = ltl E 2 UUd ©� -4 LU ❑ w Uj 7 0 a O C I O Z O U F 3 Q W Q � O ® rn Z W Q� .7,-S Q ❑ In LLI Z Ic.S O Z Qo Z ¢ ❑ L X w ene 5 1L ❑ o 1111111f 1/// ONUGENSF * No.58705 �O •� S1l4TFJ6F. •�L(/` NAL A,LYN111Ifv�IULER, P.E. P E.R 58705 Window Design Pressure (+/_, psf) for Glass Types 6 & 8 Long Side, Tip to Tip (in) 68-7/8 1 73 77 78-314 81 85 63 93 97 1 101 105 1 109 110-1/2 113 117 1 121 125 129 137 145 31 +90/-130 +901-130 +901-130 +9a-130 +901-130 +90/-130 +90/-130 +90/-130 +9a-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +W-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 33 35 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +9a-130 +901-130 +901-130 +901-130 +9a-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +9a-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90t-130 +901-130 +901-130 +80f-110 +80/-110 37 +90/A30 +9a-130 +9W130 +9a-130 +9pf-130 +9a-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +9a-130 +901-130 +90/-130 +801-110 +80/-110 39 +90/-130 +901-130 +90/.130 +90/-130 +90/-130 +9a-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +9a-130 +90/-130 +90/-130 +90/-130 +90t-130 +80/-110 +80/-110 +80/-110 +80/.110 41 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/.130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +801-110 +80/-110 +501-110 +801-110 +80/-110 +901-110 43 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 45 +901-130 +9a-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +W-130 +901.130 +9a-130 +90/-130 +801-110 +801-110 +W-110 +80/-110 +80/-110 +8a-110 +801-110 +801-110 n 47 +90/-130 +9a-130 +901-130 +9a-130 +90/-130 +90/-130 +901-130 +90/-130 +9a-130 +901130 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +a0/-110 0 49 +9a-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +80/-110 +ga-110 +80/-110 +80/-110 +8a-110 +80/-110 +801-110 +80/-110 51 +9a-130 +9a-130 +ga-130 T +9a-130 +901-130 +90/-130 +9a-130 +89.41-128. +80/-110 +9a-110 +80l-110 +801-110 +801-110 +801-110 +801-110 +801-110 F 53 +901-130 +901-130 +90/-130 +90/-130 +9a-130 +90/-130 +88.8/-128.1 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +8a-110 -0 55 +901-130 +901-130 +9a-130 +901-130 +9a-130 +88.8/-128.1 +8a-110 +801-110 +80/-110 +801-110 +BG/-110 +801-110 +801-110 +80/-110 in 57 +901-130 +90/-130 +901-130 +901-130 +89.41-129 +8p/-110 +801-110 +801-110 +801-110 +80/-110 +Ba-110 +801-110 0 59 +W-130 +901-130 +901-130 +89.5/-129.1 +80/-110 +Ba-110 +801-110 +801-110 +8a-110 +801-110 +80/-110 to 61 +9a-130 +W-130 +89.61-129. +801-110 +aa-110 +8a-110 +80/-110 +8(Y-110 +801-110 +80/-110 63 +9DI-130 +9a-130 +80f-110 +8a-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 65 +901.130 +90/-130 +80f-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 67 +9a-130 +80/-110 +801-110 +80/-110 +Ba-110 +8a-110 +80-110 68-7/8 +90/-130 +8a-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 _ 73 +8a-110 +8a-110 +Ba-110 *801 +801-110 +80/-110 77 78-3/4 +gp1-110 +8p/-110 +Ba-110 +80/-11D +8a-110 +Ba-110 +8a-110 1 +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 IABLE I U Ut I ERMINE I HE WINUUW SILL. 2) FOR SIZES NOT SHOWN, ROUNDUP 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. 1-1/1 GLASS NOW 7/16" LAMINATED IGLS STACK 7/16" LAMINATED GLASS STACK I —_I GLASS STACK .090" SG INTERLAYER 3/16" TEMPERED GLASS 3l16" HEAT STRENGTHENED GLASS 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" SG INTERLAYER 4 11 I it 11 5 5/8S 8" GLASS BITE GLASS BITE EXTERIOR a GLASS TYPE 6 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE LONG SIDE SHORT n SIDE + _I SHORT 1 �l SIDE 1-2 Imo— LONG SIDE �I EXTERIOR s7e 21 13 LONG ••• •si flopl • • ��• • • SIDE GLASS TYPE 8 • • • is i • • •• ••• •• • • • •• —�I SHORT I _ SIDE • ••• ••• ••• • • • • • • • • • • • • • • • • •• •• • • • ••• • • • • ••• • • • • • • • • • • is • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISE- - c-49p.9 with the F!0,,da BA lding Code )8 Expdrarica Dale JR - 03/16J18 - UPDATED .. VALUES AND SIZES. x co W z L N N Y nary O Of w p No v O co O al°ll (9 04 Z ' J W r IS p a y O J g Z LL (D Z o — LLI r o u o ®7 W O C3 wIT G U oN 7M0 o m o o Z 0 J a m F O W a-5 a 1n 1n r c) z Z W 6- e S o Z o w L) W LU e^e 5 !L ail�l o sap a s ,.as 1 LIGEN,pF * No.58705 ' ;Q O --. WAD �\ ZONAL A. LYNN MILLER. P.E. P.E.0 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE A-^��^--� Elk WINDOW BUCK EXTERIOR HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-314" TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET ' EMBEDMENT T _� EDGE DISTANCE }• I USED FOR ALL SIDES OF ARCHITECTURAL SHAPES Q 11-7/8" O C. MAX. INSTALLATION TYPE C EMBEDMENT 1� 1/4" MAX SHIM CONCRETEICMU I PER AN, III('F REQUIREMENT INSTALLATION METHOD D 114" r MAX. i SHIM 9 EXTERIOR STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THIS SHEET INSTALLATION 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET EMBEDMENT EDGE DISTANCE EXTERIOR I VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH -2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A -A TABLE 8 Anehor by atrela -Vm, Edge- sin�lrlb�rnerN• Max QC- #12 or #14 410 SS Screw SeutMrn Pine SG0.55 9116" 1-318" 12" Alumn(Im 6083-T5 min. 3/8" 0.063"' 17' A36 Steel 318" 0.Im., 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Gal 17' #12 or #14 Steel Screw (G5) Southern Pine SG--0.55 9116" 1-3/8" 17' Aluminum 6063-TS min. 318" O.D63" " 17' A36 Steal 3/B" 0.063"' 17' Steel Stud Gr. 33 min. 318" 0, 045 18 Gal ' 17 114" 410 SS Cretel Urigrouted CMU, ASTM C-90 2-1/7' 1 114 17 1,4 SteeI t498Con mti• min 2.05 k l 1' 1 314' 17' Concrete rn1.2 kbl 2.117" 7 318° 17, C 2-11T 1-1/4" 12" a 5116" Steel Ultracon Concrete rtlin. 3.5-ksi i-1/4" 1-3/4" _.... 12, Grouted CMU ASTM G90 2-1/2" 1-3l4" 12" -MIN. Urs IHRt UJb YUNU I Ht Mt I ALSUtlS I HAIL 1/4" MAX SHIM UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. �T \ 4X WOOD BUCKSTRIP. SEE NOTE 2, THIS SHEET INSTALLATION NOTES: f 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND • • *0: • • • • • • • • • " CONCRETE PER EDGE DISTANCE LIMITS. • • • • • • • • • • EMBEDMENT ANCHOR 2, WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL • " - REQUIREMENT 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 INSTALLATION �— EDGE TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. DISTANCE AND EDGE DISTANCE PER • • • • TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET 3. FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHALL BE OF R • • VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME • • • • Agterim • • • Akn. Fr• Min. F. • S1e•I Scree • 02 ko • 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCor(B+ 155 ksi 177 ksi 410 SS Elm CretaReAD 127,4 ksi 189.7 ksi 606" Ak1lh t* 164ksi 622 ksi Gr. 136 Stee 3 Steel Sidsi k ksi 4 5i 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR • • • • • • • • • • • MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W (n Y u pa❑ v O �a In U z w IY N O m J ~U's U W r t O-J 0 u = L o W W — Oct ~ �. c7 _77 LU o ) Z o oZrn $ O g o J Z O (O a ® n o) Z Q H O F Z p o' s c Z Z w 0 W ¢O w U W x Z g r LL 3r1!1 LL >ap I d s �es `�tJY LYNAi �•; No.58705 1�0 A LYNN MILLER, P E P.E.N 58705 TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE 2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, OR FRAMING, SEE SEE TABLE 9, THIS SHEET NOTE 2, THIS FHEET INSTALLATION TYPE EMBEDMENT 1 EDGE DISTANCE �1l4" MAX 2 SHIM EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. INSTALLATION INSTALLATION TYPE G TYPE F 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2, THIS SHEET 1 /4" MAX ~I SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 6 SEE TABLE 9, THIS SHEET • ,. EXTERIOR 4 11 VISIBLE LIGHT WIDTH = 5 CONCRETE/CMU WIBUCK WIDTH - 2-3/4" III 1 NDOW PER ANCHOR REQUIREMENT �� WINDOW BUCK WIDTH HORIZONTAL SECTION C-C INSTALLATION TYPE H T"o, 114" MAX. SHIM 9 EXTERIOR STEEL SELF -DRILLING aSMS (135), 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 EMBEDMENT EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT Anchor Substrate Min. Edge Di ten. Emdm beent Max O.C. Spacing #12 or #14 410 SS Screw Soutllem Pine SG=0.55 9/16" 1-3/8" 12" Ahxninum 6063-TS nin. 3r8" 0.063 12" A36 Steel 3/8" 0.063" • 12" Steel Stud Gr. 33 mn. 3/8" 0.046' 18 Go ' 12" #12 or #14 Steel Screw (G5) Soutllem Pine SG=0.55 9/16" 1-3/8" 12" Alumnum 6063-TS min. 3/8" 0.063"' 12" A36 Steel 3/8" 0. owl. 12" Steel Shx1 Gr. 33 mn 3/8" 0.045" 18 Go ' 17' 1/4" 410 SS CreteFlex Un rouled CMU ASTM C-90 2-1/2" 1-1/4" 17' CcImrete (ntin. 3.35 ksi 1" 1-3/4" 12' 1/4" Steel Ultracon Concrete min. 2.85 ksi 1" 2.1/2" 1-3/4" 17, Concrete nen. 2.85 ksi r CMU A TM 1-318" 12" 2-1/2" 1-1/4" 12" 5116" Steel Uttracon ConcreteInn. 3.5 ksi 1-114" 1-314" 12' Grouted 2-1/2" 1-3/4" 12' - MIN. UY 3 I NKI AUJ tlC TUNU I I'1C MC I AL 5Utl5I rW I t. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. -111.1 MAX SHIM INSTALLATION NOTES: 1 USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "'IX", ARE BUCKS WHOSE TOTAL • • EMBEDMENT CONCRETE PER ANCHOR 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 • ° " REQUIREMENT • "2X" ARE 1-1l2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF • WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY • • • - , • AUTHORITY HAVING JURISDICTION. INSTALLATION TYPE F (� EDGE TYP ANCHOR TYPE EMBEDMENT 3. FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHALL BE OF A SIZE Material Mn. Fy Min. Fu • • 66teM Screw • 0921Ri 0*0 ksi 41 , r w i 110 ksi •Fdco WtraGor9b • 41M6si •177 ksi 410 35 Eto C?ete�le 7. si .7 ksi 3-T5 Num m 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • • • • • • • SUBSTRATE, SEE TABLE 9, THIS SHEET • VERTICAL SECTION D-D 4 IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR • • • • 9 0 • MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• 0 %•• • • • • • • • • NO CHANGES THIS SHEET W = Y > p ❑ v O >� » O o Od J a W � = N p U1 U U o ®� O H_ LU 00 4 ^N w C7 a O > ¢ Z O 7 0 o O U F Z LL O O F r a g rn r j J aay5 ® m Z H U) F- O ? Z < Z w 3ro O J ¢O w Q n O X LL W a �rlll sap s �a5 \\ aNV LYN/yl * No.58705 * _ D 1- =moo "at��': 'S 0NAL A. LYNN MILLER, P.E. P.E.# 58705 TYP ANCHOR TYPE, EMBEDMENT AND EDGE —�I EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET - INSTALLATION TYPE I FIN FRAMES ARE ONLY TO BE USED 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 14 (PVB INSTALLATION OR FRAMING, SEE TYPE J INTERLAYER), NOT TO BE USED WITH TYPE K NOTE 2, THIS SHEET EDGE GLASS TYPES 5-8, (SG INTERLAYER). - DISTANCE —� I~ 1/4" MAX EDGE DISTANCE — EDGE ----��---lii SHIM DISTANCE 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP I I OR FRAMING, SEE OR FRAMING, SEE I NOTE 2, THIS SHEET NOTE 2, THIS SHEET I TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 1/4" MAX 1 / �--(3 I SHIM l SEE TABLE 10, THIS SHEET I 12 USEDFORALL SIDES OF 8 ARCHITECTURAL SHAPESQa 11-7/8" EXTERIOR 29 D.C. MAX. WINDOW BUCK HEIGHT EXTERIOR VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" —I INSTALLATION mom TYPE J EDGE DISTANCE TVP.ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F INSTALLATION TYPE L EMBEDMENT I7I/ 1/4" MAX. SHIM -if } STEEL SELF -DRILLING SMS (G5), SEE TABLE 1 1, THIS SHEET f 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 —1114" MAX SHIM VISIBLE LIGHT WIDTH I WINDOW BUCK WIDTH - 2-3/4" �I WINDOW BUCK WIDTH — HORIZONTAL SECTION E-E P RODUCr REVISED m c Tilyirgt w, hh 3* Florida Biuldmi; Code Acaplaea No Exoiratiaa Date �\ EMBEDMENT " II II NO CHANGES THIS SHEET EXTERIOR 15 LU i Y ❑ n v N j a O r u y w U) `, N i w 0 LU n J C) is n y 0 J C' y u-, ^ i Z zi Z = '.2 O v CS LU ❑_ LU 00 F_ Z ov Anchor Substrate Min. Edge Distance Max. O.C. Spacing x .113" Box Nail Southern Pine SG=0.55 5/16" 5" _2-1/2" 2-1/2" x .131" Common Nail Southern Pire 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" Nunrnum 6063-T5 min. 5/16" 5" 1/16" A36 Steel 5/16" 5" 0.D45" 18 Ga Steel Stud Gr. 33 5/16" 5" INSTALLATION NOTES 1 USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • • 2. FOR ATTACHMENT TO METALTHE 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. LU Z m o U O f g J I o LL o 00 Fa" a4S ® Z z Z O F O ¢ Z QZ O J aloa5 Q0 it U ❑ LU Z n I L ••• ete,� ••• • WF,*•Steeft*ew• A I • Gr. 33 Steel Stlld • ••• ••• ••• • • • • • • • • • • • • • • • • •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • X�(LYNI/f N ^! ti No.58705 *. trARTOF' 2(/ iOA "WRIDI" / "&810NAI. E?C? A LYNN MILLER, P E. P.F.# 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-314" INSTALLATION TYPE N TYP. ANCHOR TYPE, _EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 1EMBEDMENT / I 1/4" MAX SHIM FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). EMBEDMENT 1_- 114" MAX SHIM INSTALLATION TYPE N II/�� (i 1X WOOD BUCKSTRIP, SEE i�III1 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET V .II OR FRAMING, SEE "\� NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND � EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED FOR ALL SIDES OF ARCHITECTURAL SHAPES Q 11-7/8" EDGE it DISTANCE 1 O.C. MAX. INSTALLATION TYPE O EXTERIOR 1/4" a MAX. SHIM STEEL SELF -DRILLING SMS (G5), SEE TABLE 11. THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES. TABLE 113HIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH -2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G-G EMBEDMENT V I EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR Anchor Substrate Min. Edge Di nca Min. Embedment Max' O.C. Spacing #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Aluminum 6063-T5 min. 3/8" 0.0 ' 6.2" A36 Steel 3/8" 0.063'* 6.2" Steal 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" Alurrinu 6063-T5 inin. 3/8" 0.063"' 62" A36 Steel 3/9 0.063" ' 6.2" Steel Gr. min. 3/6" 0.045" 18 Ga ' 6.2" 1/4" 410 SS CreteFlex routed CMU, ASTM C-90 2-1/2" 1-114, 11.6" Concrete (min. 3.35 ksi) 1" 1-3/4" 11.6" 1/4" SteellJltracon Concrete min. 2.85 ksi 1" 1-314' 11.6" Concrete min. 2.85 ksi 2-1/2" 1-3lB" 11.6" Un r MU ASTMG90 2-1/r' 1-1/a" Its" 5/16" Steel 111tracon Concrete min. 3.5 ksi 1-1/4" 1-3f4" 11.6" Grouted CMU ASTM C-90 2-1l2" 1-3/4" 11.6" A" MAX SHIM _[I 1 X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAYBE USED FOR GROUTED CMU APPLICATI•MIS. • • • • • • • • • • ALL HEAD TYPES APPLICABLE. • • • • • • • • • • • • • • • INSTALLATION NOTES • • • • • • • • • • • • • • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • • • • • • _ s 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112". 1X WOOD • BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE CONCRETE/CMU 1-112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS PER ANCHOR EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. • • • • REQUIREMENT DISTANCE 3. FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPFDRT:O 0 • WINDOW FRAME. • • • • Material Min. F�. Mn. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi ko rk1 5 ksi 77 ksi 0 SS Ek reteFle 15 127• ksi 1807 ksi • 8064T5 •unirnm 18 ksi 2•ksi • A36 •reel • •g ksi 59ksi • Or. 33 SRe%tud 33 ksi 4 ksi VERTICAL SECTION H-H • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED .-plyiag wish 1M Florida Building Code 6<Pw�e o�D�iKe10•. By Miarm ede Prodaet NO CHANGES THIS SHEET. z 2 = W N N nay p �o v O n a oO O p 0 N W O M r- zJ U a m CD Z 46 O Z J UUo ® Lu 10 F LU a C7 oN 9N0 Z O o�v o O g J o m H rn z z t.aaUs 3 0 O F 3 cn F z o Z � Q F Q p w O Z n O X Z anq .as V LYN * : No. 58705 �•- ATE OF <(/ FLORIOP.'G\�: 'SS/ONAL 77///IIIIIIII �\\ A. LYNN MILLER, P E. RE tl 58705 Item PGT Part # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6053-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 1brCunes Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 71652K Setting Block, Mono. 3116" x 7/16" x 4" Neoprene, Duro. 85 +/-1 71704AK Setting Black, I.G. 3/16" x 1-3/3T x 4" Neoprene, Duro. 85 +/-1 76X114FP #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel r 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel Kommeding Kodispace 4SG TPS See this Sheet for Materials Quanex Super Spacer nXT lQuanex Duraseal Spacer I 78 1 lCardinal XL Edge Spacer ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 900 CORNFR FRAME ASSEMBLY / EXTERIOR EQUAL -LEG FRAME %NGE FRAME 2 784" - - 2 784" 2 784". .094" �� l+— I .09, 094' 074" 062" .074" �— .062" 074" 0 1.375" 1 1 I.375" 1 TT1 1.875" � J I .50T .438" I 438" � .500" 438" 1 000" 1- T I- r 500" -+-�I� .050"' — } -+�f --- 050"'°.'°° f } �— .050"'°oos f 112 1OFLANGEFRAME O EQUAL - LEG FRAME � I 077 OFIN FRAME PRODUCT REVISIED n�nmplyia8 wish the FIrida �itamgc a< %spirMiow oate�?.D 970" � � [--- ,346" 1 .970" 1— ��1�n � �- .346•• Miami adc Acdixt CiMrgi 875"71 875" R 1.037" f ..L .875" �I .875" NO CHANGES THIS SHEET. 050" }O ll.050" 050" 11-- .015110" t.050" GLASS BEADING O BEADING GLASS 6a FASTENER COVER OB FOR GLASS BEADING O BEADING OR CURVES HOT -MELT ALUMINUM NE DESICCANT FILL AL SILICONE BUTYL POLYISOBUTYLE STRUCTURAL REINFORCEMENT SEAL 5/16" NOM. POLYISO- 1/4" NOM, 3/115" NOM. 5/16" NOM. SILICONE BUTYLENE WITH STRUCTURAL BUTYLB SEAL DESICCANT SILICONE DESICCANT ROLL -FORMED / —� STAINLESS STEEL / FOAM WITH FOAM EXT. GLASS EXTD GLASS NT / EXT. GLASS / / EXT.GLASS �, ��e(" INT GLASS INT GLASS INT. GLASS �!J/ `INT GLASS SPACER® KODIISPSCE 76 75 Le DUASEA77 W 79 4SG NXTErR SPACER SPACERXL "" ASSEMBLY DETAILS 1� I FOR FIN FRAMES ANGLED/CURVED FRAME ASSEMBLY 90°CORNER FRAME ASSEMBLY � _ I f �—EQUAL-LEGFRAME \_FLANGE FRAME MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ALL C( USE AND/O ANGLED/CURVED FRAMEASSEMBLY • • • • EITERIt • • • • MITEP*:D FRAME•NITH IN'�RIOR • • • • • • AN16EXTERIOR fWAME WLDS • • • • • (MOWN) OR COIR•IER KE'IS AT • • • • 000 SE :EN 80SSES� IALA Rr ALL CQRV4 RS • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • d th Y 0 W > N F4 neN O N o w z a+ O Q o N � W N o M 0 a N r a 'M 0 pLL0 _3 J 17 S hp O v o W �_ ® F Z Z Q oN W .-. c� Q> i C7 Z LU Z O o Z rn o U O I af LL ¢l0 _j � L O o z ®a I U) laa.s F = Z O O U3 Z a LL O Z_ d,o. O O X L 7 XU W r m u a anu sau s •as \\\\Itl II IIIII/ OtJY LYN/V��' OCENSF No. 58705 '0 ��'•IST�OFJI�" 910N A. LYIIIJr rhILLLtP.E. P.E.# 58705 MiAM IMIAN11-D-ADE 011UNTY, FLORIDA PRODUCr CONTROL SE M_01K DUPARTMEN7 OF H EGMATORY AINU E(,(1,S0A1 IC RESMIRCES (RV'R$ I 190 --s SAV 26 S tte m Rix-:, 20S HOARD ND CODE ADNINISTRAVON DIVISION ri'796)315-2590 F(MjM-2599 NOTICE OF ACCEPTANCE 1 _�,_(�NA 1070 'VotwmL�, F04275 SCOPE- TM5 NOA is being issued under the applicable rules and regulations governing 11je use of *11surtiction 111arelrals, iV.,• • 0:0 doclintentatiori stf4mitted has bon rcvicwcd and accepted ty)-Miami-Dadc County 'KFR-HclJuct-Granted .,iet�ion w • be used in Miaat�-Dade County and other areas where alIcAved by the Authority HavingJuMV17on (A]tJ*).'* :0*00: 111s, NOA dull not be vatid after the expiration date stated below. The . 1111ty Section On Miami -Dade County,) Andl or the AIU (in areaLb s other anNfimn i-Dadc: Coug?,cseivg IWAght tki *a** have this product or -material test ed for quality aisurance purposes. If this produe1.orwatej-J;ijf4Usto NtTorvi in tho'.%e* accepted manner, the manufatturer witl incur,the qxpen,5c of -surh testing and the AHJ i4imialfely"flevokei- modiN, or suspend the use of such prodimt or material within their jurisdiction. REP. rc**vA*-Lhc rift lu reN t4 • ihis;uxeptance, if it is deleffnined by Miami -Dadc County Froduct Contm.l Soction that 14M pry limt roe to grit the, requiremenig of the apRlieable building code, Ais product is appruved as lien ribed herein, has bren designed to comply with the Tloria including the High Vctucily Hurricane Tone. Drsimmov-sia. ia -vtwnstr outimagmamirmto Fm4wh Door art A;WtUtes - L.MI.' APPR(WAL DOCUAWUNT= Dra%Ong No. $000-11, Rry G. titled "Alum. French Door & Side Liles, Impact-, shots I through 12 of 12, dated lV23/04 and last revised on I U22/WI9, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, K E., bca6ng the Miami -Dade County Product Ctintrot Section Renewal stamp with The Noticc of Acccptanoc nurnbcT and FApination date by the Ntimni-Dade County Product Control Stttiom 1.ap =d Small NfisAt Ewpwt RaWnt L See sheet 3.for Degign Pmsvm, (DP) VIS sizes and glass typcs for doors ;uid sidelius and ov4:rb;ujg1silluptiowq in sht*,L 1, When domare a."embled with sidelites. lower design pressures 1reqn door or sW1 Re sh al I control, 2. -Scoula,-o g ,q options in sheet I & 2 and spacer options for insulated glass in sheet 9, 3,, Sm imollatiinn anchmirig details in,;h"tsLQ, L1 and 12. LAB EIJING: Each unit shall bear a permArwnl label with the manufactures nmne or k)gw, city, state, modcli s-crie.% and following Statement; "Ntliarni-Dadc County Product Con Approved", unless otherwise noted herein, RENEWAL of this NOA shall be considcrcd after a renewal application has been filed and there has been rmi change in the applica6le building codo negatively pffixting the Twr(brmance of this prodaet_ TEIMENATION of this NOA will occur aftr the expiration date 6r iffbcm has been 0 revision DT Change in the mawiflls' use, an(V or manufacturc of the prryductear process. Misw& of this NOA as an endorserneat of tiny prodi. for sDI". advcrtisinge or my-WIICT PUMo-,ts shall Putomalicalky terminate this NOA, Failure to c=ply wifli sA-cfion, of th is NOA shall be cause far lemination and removal, of NOA, ADVERT ISLWNT: 'Me NOA awnber preceded by he words Miami -Dade County.. Florida, nnd followed by ific expiration dam may be displayedin advertWmg fit.-raturc. If any porti-ion of the NOA. is displayed, then it -hall be done in iEs entirety. )XS'PV(,'Tf0N: A copy of ibis rnlire NOA shall be provided io theuser by the trianufacturer or,its distribmPTS and, .that pectiowiLthe4d. I site at the request of the Building Official, N:- I,, � )A renewis NOA No. 114M4.0 andeonsis;m, of this pal�ge I and evidence pages E-1, E-21, E,3 and E-4. as as appMaMocuracne, M 005c a QW, The submitted docurnentation was micv c^ by 15haq L Chandii, P. V. NOA No. 1.11-1 12440i %piraijan Maka rVirrunry 74.3VI; 1 � �� PGT IndustricA., Inc. NQT )F ---- IN-1 _M1,11 UKU OF ACCfj!1-AN(',F- Evil N�",E 4tjBmt* 1. Evidence submi"ed under grt-vietis appnwals A, URAWINGS 1. fan ufacts rct's die dravOng.,; and sections. 2. Drawing No. 8000-11, titled "Aluin. French Door & Side Lites-Iasi} aef'.. sheets I thmugh 12 of 12, dated 12/23104, with, reAsion "'E" dated IQ! 1 2� 11, vrcTatodby matjut,acTurcr, sigtird and, sealrd by Anthony Lynn Miller, P. E� 000000 :0000 L Tcst reports ort, DAir Infiltmilon Test, M FB(..FtNS 202-94 2) Uniform Static Air Pressure Test,, Loading per 1`13C.1%3 202-94 3) Water Resizuee Test, per F13C,"I'AS 202-94 ...... 4) Forccd EnIny Tcst, per FBC 2411.3.11. and TAS 2CCW4 0 along NNith'tnarkzed-up drawings and installation diagram of an aluminum 0 0 low sill threshold, gla7A with 7/16" faminated glass, prepared by Fenestral4v%j,;�sting Laborawry, Inc.. Tcst Report No, FM-5941, dated 05120/09, signed and scaled by Alij A. GoMvlez. PF,'O*O: (,Subnoined jinder previoos A10A Xo. 09-102X 10) :6000: along v6fb marh-cd-up drawings and installafton diagram of an alurninum door!f.vf.1DX.XO conriguration, prepared by Fenestration Tes6ng I.,aboratory, Inc., Test Report No, FTL4921, dated 07/17/06, signed and sculcd by Edmimdo J. Urgaespada, P. E (29uhmifted underpreilous NOANa. 0-5-0419.03) 2. Test refxlm On: I Air Infifiration Test, per FlIC, TAS 202-94 2) Uniform Static Air Pressure Test. Lo�iding per FBC, TAS 202-94 3) Water Resistwce.Tea.per FBC, TAS 202-94 4) Fmacd Entry Test, per F-13C 24113.2. 1, and "TAS 202-94 along with ' h marked -up drawings md installation diagram of an uX' alminum doors of OXO configuration, prapamd by Fetwqratiou Testing Lakwraioq, lnc.,Test Reports No.'s IFT1,4528, dated OV14/(15, FT"315, dated 09111T4, both signed and scaled by Edmunda L Lzrgacspada. P. E. (IV" htnifted un do r p retiamv NOA No. 0-1- 0419. #3) 3r Tcst worts on: 1) Largc- Missile limpact Yes t per FBC, TAS 201-94 2) Cyclic Wind Pmssure Loading per FBC, TAS 203-94 along with m.,,vked-up drawings and installation diagram of an Aluminum doom of XXXO configumfion. prcpwrd k%r Fenestration Testing :Laboratory, Inc:, Test Reports'Nlo.*s FTL-4-529, dated 02/14!0-5, FT"5", dated 02/14/05, M-1-431 1, dated 09101 /04, all signed and seated by undo , F- J,. LargaesTada, P. E.(Submiftedander preiqous NOA IVY. 05-0419.03� 4. Test reports ow 1) Uniforiti Static Air Pressure Test, Loading per FBC TtkS 202-94 2) Large �Nkfissile finpaci Test 1xv NC, TAS 201-94 3 3) Cyclic Wind Piewure Loading, per FBC, TAS 203-94 along with rammed -up drauringi and installation diagram of an aluminum outswing French door, pTcparcd by Fenes"fi-on Testing Laboratory, Inc_ Test Report No. FTL-4312, dated 09113JO4, dwried and sealedby &finundo J- Largaepads. P. &(Subntifted under pmvious,,VOA A16. OS-0419.O3) C. CAIXULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 22010 and FBC 2014, Vb Ultion, prepared by I rrianufactuxer, dated 10111,1111, ,igned acid seated by A- Lynn Miller, P. E. 2. G tazing complies with A STM E 1300-04/ 09 1141taq I.Chanda, P. E prodo(�'f Control VO SupervKor ,NOA No. 19-1126.08 E%pintdonDote. F*brumrv24,-.q)2S xpproval Ditte jutsuary 09,2020 F— I PC T Inda4tries NOTICE OF'AC.C1-.PTAN.rE' : EVIDENCE"-"UBM,-1T!r!. 1). QVALITY ASSMANCE Mami-Dade Depanils en t. I- sourc no f'� k�,W- Lx7 find Eco aoinic Re es (RER). E. iNULTERIAL CERTIFICATIONS 1. Notice of Acceptanoc No. 14-0916J41 issoW to Koraray America, Ine. for dicir "Kararay PVB (".Iwqx Intertayee dated 02119/15, expiring on 12/11/16. 0060 2. Noticc of Acc--ptance No. t4-4)423,1$ isqued to Eastman Chemical Conippy (k.4601or th'�O-le 0: - " 0 "Sallex CP - Saflex and Saflex HP Composite Clss.i JntcrlayM cr.� th-pc.T.cw.- dated -- 060:69 06/194114, expiring oil 1111 ly 1 8. .... 00*000 0 0 0 3. Notice of Acceptance No. 14-4421 M issatedto, FwOm an Chemical ditYh;py (NIA) far theil 0 0 0 0: -Saflex UP Clmr or Color Gla5s Interlayers7 dated 06119/14, cxpiriifigaa t4/14: 01 Re 0 0 00000 :: :0*0:0 600069:069 F. STATENIENTS 00Edit 0 000000 Statc.mcnt letter of conformance to FBC.-2010 and cwnplyinp with I;ac:r Editioo (20,14), 0 0 * issued by manufacturer, dated 11,106/14, sigiled,and st�aled by A � Lynn IM Ailler, to. L.'- 0 0 0 00000 00 2. Statemeutletter of no financial, interest, issued, by manufacturer, dal4d sigped :,.ram- o - so 0 00 scaled by A. Lynn Milkr, P, Fe- *00000 I Department of Statc Ccrtification of PUT INDUSTRIES, INC. as a for profit corporation., active and organi7ed under the laws -of the State of Florida, dated 0 1/27/15 and riled by Ken Deuxier. Secrelmy Of State. 4. -Notification of Successor Engineer 'for mamidwurers NO docuillcm per Stetton 61C,155- 27.001 of the FlorWa Administrativv.Codo, notifying original engineer that the succcssor engineer is assuming full professional, and legal responsibility for WI englneening drwmamts pcTtaining to t1fis Nth. , elated 10147111,. signed nnd scaled by A. Lynn Miller, P. E. 54 ProposatWo. 09-1891. issued by'Product Control, did OV26419, sigatt;dby IsfAiq Chanda, P. P- G. OTHERS L Notice of Acuptance No. 11-ID13.24, issued to PGT fMostnia for their $ries Outswing Aluminum French 2. Eviden"subroitticti under pm.s Approvah tC MWENGS 1. Drawing No000- 11, titled "AluaL French Door & Side Litt, impact'", sheets I Through 12 of 12, dated 1203/04. with reviswn *G"' dated 04,11017, prepamd l%-?tnanufacftmr,. sig-ncd and se0ed by Anthony, I.,\,nn Nfiller. P. F- U. Tlus'rs 1. Reference Test report (m 1) Uttiform. Static, Airl"tessure, Test, per FBC, TAS 202-94 2) Largcamiss ilc Impact Test per r, 13C,TAS 20 1 -94 3) Cyclic'%Find Pressure Loading per FBC. TA S 203-94 Along -Mth raarkcd-up drawings sod insiallation diagram of Alumintan Sliding Glass DoGrs,(wf P& Soper, Cardinal & Duraseal Spacers),,preparcd by Fenestration , TotingLaboratory, In4', Test Report- No(s) FT1.-8717, FrL-8970 And FrL-$%S, dated 02/15116, 06107116 and 06/20116, all signed & sealed by Idalmis, Ortega, P.E,(Suhmitted underprrviossNOANco� 16-06M,16) tshaq t. Chan it, Ji. f- Product Control Unit supttry im- r NGA Na. 19-1126.0S Expiration Date; February 24, 2#25 A pproi-al Date- January 09, 2020 PGT Industries. Inc. NOTICE, OF S11R1'tTTTED C. CNLCULATIONS I Anc-hor ve-ification calculatioas cund structural analysis, complying vvith FBC 511 Edition (2014) and FBC 0 Edition (2017), Prepared 1w rnanufacturer, dated 11122117. signed and scaled by A. Lynn riflery 11. E. D. QUALI'TVASSUR)ILNCE L Nfiami-Dade Departmemof Regulatory atidEconomic Resources (REM9.0 0 0 0 • 0000 E. INIATERIAL CERTIFICATIONS 960990 :0000: I Notice of Acceptancc No. 16-1,117-01 issued to Kururay Ametica, Ultraclear, Clear, and Color PVB Glass Interlavers" dated 01119117.0,c,�jjj�19 orC07/4811-% 1 Norticc orArxcptanceNo. 17-0712.03 iswedtot'attman Chemical Cautpaby "Saftex CP - Saflei and Safter HP Composite Glass Inlcrlayers v!W,0.'P,,Vr Cort" dawl.j. 0 0 09;0'7117, cxpi;ing (in 12JI ]/19, 3- Notice of Acccptancc No. 17-071.1.04 issued to Eastman Chemical Ca;lPeAl (MAot Cq*reo their :'*00: "Saftex HP Clear or Color Glass Interlayers" datod 0%07/17, "pifing on 0411411%. F, STATEMENTS 1. statement jeaer of conron-nance wrth FHC 51r, Edition (2014) and FBC 6'b Edition (2017), issued bv manufactuTcr. dated 08/1 &17. SigVW Rnd seated by A. 1,y", n Miller, 1". E 2. T'st Proposal No. 16-0152 dated 03/0W16 approved by RER, G OVI'VVS Notice of Nc"plancc No. '16-06291,16, issued to PUT Indmtries for their Series "IF-D-75011 Outwing Al'uninum French Door wiSide4i tes - L .M,I,, expiring on 02,424120, 3. Evidence submitted under previous approvals A� DRAVVINGS I Drn3.ng No, W10-A l,tilled -Alum. French Door,&, Site Lites, Impact', sheets 'I through 12 of 12, dated I-1a3/04'. with revision "I'" dated 05MV16, prepared b, y manufacturer, signed and w-stledby Anthony Lynn Miller, P. E. it. TFSTS QVtjhmirzedunder pm4*&"S approvals) 1. Nonc C, CALCULATIOINS (SubmilteJanderproviouv NOA No. 14-1117.03� L None- D. QUALITY AS'S1,JRANCE 1. Miami -Dade llepartment of kegulatory and E-canomic Resources (RER), F, MATERIAL CER11FICATIONS F. STATEMENTS 1. None. lash 1. Chantla. P. E' vroduct Control Utflt Soluarvi.ior NOA Xo� 19-1,116-ft Expiration Do . February :14,2025 AppAwmiDatt' J#'t)Av4r7 09, 2074 E__3 PST jndwdries NOTICE OF ACCEPTANCE: EVI' G. OTHERS 1, Noticc of Acoept=ce No. 14-1117.05, issued w, POT IndvToics ror their St rics "FD-750" Outswing Aluminum Freneb Doozvv/Sidkfitts - L.M.I., expiring on 021241210. 4� Ntw VvItIvat* submitted *so A� 0 DRAWINGS 0 0 0 1. Dra%ing No- MO-1 I ReA, 6, titled "Alim FMOOMDOOT& Side Litcs, 114�"."sbecul difough, 12 of 12, dated 12123104 and last Pmviseon 11/2132019,prep ad hymnV.a04j;�,sigmend scicd byAnthony Lynn .Miller. . E- 00000 0 00:660 H. TESTS 1. None • - 0 :000 0 C. CALCULATIONS (suhmitted under file #174ANUA0M) 000 0 so :0066: 'L None., 0 00000* 2- Glazing, complies %%rith AMvtE- 1,300-0204 & -0- *so* b. QUALITY ASSURANCE 1. Miami Dade lDcpartmentof Regulatory and E. AMATERIAL CERTIFICATIONS L Notice of Acceptance No. 19-030-5-02 issued to Xurarzy America, Inc. for their "Traq.ifola 1.3trulrur, Clear, and Color PVB Glass Interlayers". e-xpiring, on 07M&124. 2., Notice of .Acceptance Xo. 184)301.06 issued to Ea5smitn Charm Company (MA) for their "Sae i CP - Siiflex and Saflex HP Composite Glass laterlayers with PET Corr." expiring on 12111 T21 1 Notice of Acceptance No. 17-071105 issucd to Eastman Chemical Company (MA) for their &Naney. IV Clear or ColDr Clam Interlavers",,ax irinazt 0,12112). F. STATEMENTS I - Staternen, letter of conform ame 1(11: rac''() 17 t 6 ssucd bv Tnanufhcturer, dated 11 /2,21119, �i gn td and %,aicd bv Lyn—n-Nin, ie-r-.i, --F- G OTHER 1. This NOA renews #'174):5,04.44. tshaq 11- Chakida, P. E. Prod wel Con trot Uri :it, Sit pervisor NON No.19-111245-0 ExpLratlao Dak: F.Opmary Z4,202-4 Approval Uste; JoattaryO9.1201-4) ME tEA— -- -ff— IC�- 'gWig— ,30 WT G WPACT ESISTART W 40) �4., x rTL III, Afm Cc!4S 3"4G c f I I I OF i if, -.1'-\*A ECFI> AN) 4, .frE 01 3 H - A B. 7116"LAMI CO, tSTING OF 12! LITESOF3.'Irj HEAT S1RENGInI;NV.;VA,-- M tNTERLAYER C. W16* LAMI CONSISTING OF (1) LITE Of 3116- ANWGALED GLASS AND (I: LITE OF V16' HEAT STRENGTH:NED GLASS WITH AN.075:NTERILAYE.R. D. V16- LAW CONSISTING OF (2) LITES OF 3116- HEAT STRENGT HE KED GLASS WITH AN,0;5- INTEPLAYER, E LISILAMI I.C. CONSISTING OF (1) LITE OF JA6' TEMPERED GLASS OUTSIDE 114- AIR SPACE AND (1) 711W LAMI GLASS ASSEMBLY W51DL (W16- A.090- PVS, 3,06- HS) F. 7i8- LA�.q.. CONSIST ING OF (1) LITE OF 3.116'I TEMPERED GLASS CLITSIDE V4- AIRSPACE AND (1)7;16' LAMI GLASS ASSEMBLY INSIDE (30V HS..090- PVB 3,16-11S). G 7/8'LAMI I.G CONSISTING OF (1) LITE OF 3f16- TEMPERED GLASS OUTSIDE. 1W AIR, SPACE AND (1) 7116* LAMI GLASS ASSEMBLY INSIDE (WiS'A_075" INT ERLAYEP, 3MV HS). . . ... Min. Anchor Anaor Ty" Frame Substrata Min' Edge DhUnce Emhedmfjnt of Group Member m Metal Tbicknon 412 reel SMS -30�utwn he (Gr 5) AAI 606 —13 -fJ4 -.,. —LIC0 - -- 7-C-crcrere (mn 2 65 Nit")11 - -2� IF tstrac"o lamL1 -PU 7- —sjoawsim c90) Z', '4' 5 35 Zv) 1-14' 1 -3j4- c 1.'A' 4 10 SS Eke Jxnb HoloW BIOCK (AZIR4 cw) _055) eteFienS sovii*m P" (SG - H 7i8* LAW I.G. CONSISTING OF (1) LITL OF 3113' TEMPERED GLASS ()VTSIDE, 114 AIR SPADE AND 1) WIIIETIE, WELSTRArE CCNI�l IONS kFt>JIA-' AI`4CHG-,W,, TA16LE3 IN W APMR(A'AL. (I)V16"LAMI GLASS ASSEMSLY INSIDE (3116- HS-V, S' INTERLAYER, 3MV HS), ABOVE Cf0= THE MIC140A CgOtP OF, THE LOWCST LETTER FCR ALL A AU, ANCHOR HEAD rirPn AR2 APPMAM E 2. DESIGN PRESSURES,, TABLE: 1, SHEET 3. 21 Iujp,. 4DF 3 T HREAVS aCYCNO ME tAL VJ=TTIATE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1,M. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PREeSURE AND GLASS TABLES ASTM E1300. __C_DE.111C-NADAQ1 ARE BASED ON ALLOWABLE S7RESS DESIGN, ASO I qVVTcN1 I or —X 0 Ox OX0, Xx XXXO 22�� OR R;S2&WHERE 0 REPRESENTS EITHER TfiE NARROW JAMB OR X0 2SL? lx� --m --- �G EITI, ER T%,0 SINGLE X DOORS OR A DOUBLE, XX DOO FR THE 6-0ti ) MAO BOTH uSIN FULL JAdSyc ANYTINO ADJACENT X UNITS CAN BE EIT'd a STANDARD Cjk THE LOW-RISE SILL THE NENCH DOOR ASSEMBLY SLAM IS USED To ASS IDLE X, XX. AND 6 UNI-. S TO MAKF THE ABON'E, 1,41 CONFIGURATIONS 14 j 4. ANCHORAGE, THE 331,13% STRaSS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT- FOR ANCHORAGE REQUIREVEINTS SEE SHEETS W THRU 12 (7'777-vT Al IIXT -1 6. SEALANT; INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT i,,1ERTlCA,!- ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND EXTERIOR. WITH COKTRACTOR-S SEALANT, 7, REFERENCES, TEST RFPCRTSc FTL43 11, FTL4312, FTL-43 15, r-7TL-4527, F-n-4524, FTL-4529, F1 L 45,iG, FTL-4S,11 AND FTL-5941 ANSVAF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL S. wir PIOuI, I-- taiv, ry laNf-n i Ti Vt - IL Hi,,b , E— W'v 4R 7c,.AUL "1* . tw, h� GENERAL NOTES CONFIGURATIONS GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS ........ .. --- 4 VERT'. SECTIONS . ..... 5 HOR14 SECTIONS 6 PARTS LIST. 7 EXTRUSIONS. 9-9 ANCHORAGE ..... ...... . 10-12 malle" Min F, Ste; 77'.00 S2 Ilsi 120 kil Fko LAtmCor,15, 115 ast 177 kv 4 10 � Clow CmInFic,i1% 77-7-4isl IC9.7'kv z t*6 1 —AIUM,VM —76 —KZ1 —ff—k;7 w VVOCE R W74 .A - • 'PVS" = 09V TROWOLP PVB BY KURARAY At4ER' CA, INC. OR SAFLEX,'KEEPSAFE hjAXtMUM PVB BY EASTMAN CHEMICAL CO,. VANCEVA BY EASTMAN CHEIMM CQ_ _ ... as* ALUh4, FRENCH DUVR 3 057VE Lf 16s, I 12 iw,k* 13w rAlo` ftr*-d- 0 r ,c, YNN MILLER, RE FL P E 0 5370 V16* NOM, - 3r 16- ANNEALED OR HEAT STRENGTHENED GLASS -,CW'PVB INIT55iLAVER - W16l HEAT STRENGTHENED CLASS f9 10;92) &181 GLASS BITE '316* ANNEALED CAR HEAT STRENGTHENED GLASS 075' VANCEVA INTERLAYER 3116- HEAT STRENGTHENED GLASS 93 OR W ""GLASS BITE WrIrRrILR �XLllll�- NS-T'-L ", IEVINGBLOCSwth E PtK GLAZING DETAIL GLAZING DETAIL �A y 16 clizEss —W1 Pa-ll �T E_—&"E 7116" LAMI GLASS W/ VANCEVA INTERLAYER 3':s" TEiiP RED CLASS X16"I'MPERED GLASS AIR SPACE AIR SPACE 3AS"ANNEALED OR HEAT WIT ANNEALED GR HEAT STRENGTHENED GLASS STRENGTHENED GLASS ,OW PVS WTERLAYER .075 VANCEVA INTERLAYER ai16"PEAT STRENGTHENED GLASS --*i 11V HEAT STRENGTHENED GLASS -7 1-17-1 67 Of, 98) LXIERIOF ULALINU Ut I AIL - 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER *PVB' - .090' TROSIFOLP PVB BY KURARAY AkIER:CX INC. OR cae SAFLEXA(EEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL C0,1 VANC R`A BY F--kSTIAAN CHEMICAL CO. 5iW GLOSS SITE 4 Poo 0 0 EXTERIOR *1-4 Tf R GLAZING DETAIL 0 0 718- LAMI I.G. GLASS �W —VANCEVA INTERLAYER 0 oes 000 0:0 ---------- b 'OOOR & SbDE LATE--S, WFA*T ALUM. $:R&vCH P Fl)4 ii : : gg A. LYNN MILLER, P V. 5874, I T-kL. I KA-A,-n..;- Drnca. ira, tnafl WIdOlp"J.. "�AIIDWR Gass u ) 00"t7 utStlon 2 83 314" (7*) 47 314" 91 3W 96314 (80) 7 �r - Fmnch x 3 7' (3') A,E +70,0 .800 +70.0 -80,0 +70 0 &0, 0 +700 -80.0 f70.0 -80.0 C'G +100 (1 -IQO,Q +100.0 -100,0 +100.0 -1000 1,100.0 -1000 Door fTE (+-7= +70,0 M,O t70.0 -80.0 +700 V 0 470.0 .80.0 C'G + 1 0 C ?.o 11-100,0 +lCK),O -100.0 +100.01 -100 0 f-1000 -Tmo 1100'0 -100 0 Full Jamb 36 1 V 16" A,E +700 -80.0 +700 -300 700 -80.0 0 +, 0 -80,0 +70,0 -Wo C'G +100.0 an0 loryo -1000 +100.0 -1W,0 -1000 -iwo +iWo -1000 30 lltlV' C'(31 +100,0 -100.0 +100,0 -10.0 +10001 -100,0 F70, +1000 �100.0 '1000 -1000 Sidelite Namw 33 lltI6" GIG + 1 W 0 -100,0 +100,0 -100,0 +100.0 -1000 497A -97 4 �r- A Jpmo 36 1 IM61 A 9- E> F 70.0 -8G U +70.0 -80.0 +70,0 -CO 0 +700 -W. 0 C.G +100 0 .1000 +". 9 -99r.9 +953 -0,5,3 +914 -91,4 I" +879 -87.9 000 +l00'0 -100.0 4100.0 '1000 +1000 -100 0 �100 0 -1000 7116" LAMI (3118-FIS-090 PVB, 3/16"HS) 7115- LAW (3116-A,,075 VANCEVA, 7 16" LAMI (3116'HS,.075 VANCEVA, 1'16-HS I 71T LAMI I.G. (3116-T. IM" AIR SPACE, 3116-A,M PV13.3116-HS) 713- LAM[ I.G. (116-T, 114" AIR SPACE. PVB, 3/16'HS) VS- LAMI I.G. (allITT 114- AIR SPACE. 3116-A,.075 VANCEVA, 3iI6-KS) 18- LAMI I,G (3MVT 1/4' AIR SPACE, 3116-HS 075 VANCEVA, VIG-HS a"l 'Erx-lacicl IV AM", F1 UM rya " a M ! OLY. UPGRADE FTL-4311, 4312, 431 FTLA527, 4526, 4529, 453 UPGRADE FTLA-927. 4528. 4529, 453 M-431 I . 4312, 431 UPGRADE F11-4311, 4312, 431 FTL-4527, 4528. 4529. 45' UPGRADE FTL4527, 4520, 4529. 45: RHAK LENGTH OVE: OVERIHANG x HEIGHT I IF USING TOE OP VIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG LENGTH MUST BE GREATER THAN OR EQUAL TO't HE OVERHANG flrAGHT (SEE CIAGRAM). if NOT, THE XMXIW,UI,A POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PGr FOP ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SMELITES.,€ZZF FTL-6024 1, 2. FOR CONISJNEL) UNITS, ThL LOVVES i DESIGN PRESSURE OF T14E SMEL I fE- AN, THE 000% GOVERNS THE OVLRALL A-SSr_MBLY DES:GN PRE&R;RE, ♦ 0 00 we boo be 0 00 9 boo see *00 a It ES. 0 0 0 09 be --bi- 7q * 'A' t, WLIER, P.E -- a p E x S876s 73 1311C NiAX WICITH '7 T- 95 MAX. AEICHT ALL OX OR XO MAX, WIDTH LDLO ALL 2S UNITS 79116, MAX DLO ALL IiU.-l'fJAX�W!L*.lTH 713WMAX WIDTH Oxo x N!QTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARPOW JAMB OR FULL JAMB VERSION, 2 FOR ANCHOR SPACING AND MAILS SEE SHEETS $0 THROUGH 12, 3 FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR 1,40PIZONTAL SECTIONS SEE SKEET 6. tam Tr a3vurx w rf:�Ttk 1453i8 MAX, WIDI H 0XXO (SHOWING EACH VERSION SIDELITE) 0 (FULL JAMB) ALUM tmoovcT r.F.Nrwtp _:t- .2 1L 0 N\A,.*Mqr YCH 5QbRMIDE L APS. I&VACT t— A YNN M;LL-;:R. P F FL PE It 5370S Tsl—l VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. OLO Ex-ZER—PE VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION 8 PUTSWING HEAD 4 OR 7 ORIGINAL VERSION TOP RML ALTERNATE VEIRSION TOP lA!-_TERjq_R MAk HFIGHT mAx. DLO 'VERSION bCTTCM RAI ALTERNATE VERSION BOTTOM **.totcl RR!4vw - tttwvliisc .0 UAWiva Cool, ?0 t23 OR 2 VERTICAL SECTION IUN U OUTSWING SILL I' CT-,� CY AL tH 11-1 iFwl.Fl) su E.% I VERTICAL SECT" D&OR &-*SIDE Ulff, IMPAC7 ALUM. FRENCH — I ft R. LYNN 1.1 ILLE R, P E 112 5 � 12 FL P E.0 1,37r5 ............ *00 i 0 : see 0 XXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE NARROW JAMB SIDE LITE (AT HINGE JAMB) HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) SIDE LITE JAMB SIDE LITE 000 ------------ HOWZONTAL SZCt/00DET.AlL4 ALUM. FRENCH 00OR 9 SIDE bTf-SdVIPACT .................. G I F1 P,E ;'67,-Z i u 75• i�f 11 f Pil tlipt+SI,IP'NK.\IlT}AlYlfll SY±A • ? o! _,.—~ tM; E pr(r ,'i.l\/AAS' II14hiA tlitJ AjY+tll-WS\ rJl'i 7j fp p—itr--{�U:T yp Li l' �,q — i P-.plf7 Ix.�1tt 1t{SF. Si nk llatKi' NT_ �CW.YS'i :sl i" fRt Y5•T 7 Q Ir(I,i [1fTf,irir)'a 141t Y...6 Y tl11;Y `Yl VR:. It\Kd a. Nf k.i IHfSIi..., Tnt'•.tK:S 1_la •YN ilr'f1:5n mwi-stAIL'A ecm m 1 .] +x xirklCl-NRi it LS': YT`IA (AV u'S1 " Jt t--is F,xt i LrTt M 9Cdf 4.xr w n • � lll" Ct a I M, I'L\Tt. A't ME-i-ilk t. i •(.......�.45'S. [It lyl_y-0.V.'}�ql},]Y tAIz1Ys1 ".'IW ,tll nzq•'Pa\ i;!t^.1 Ifhidnf � q., K,a•c1,hY,ttH./A\1ilf LLY1.lL1A.tn�7lf ict�.._.,........—_"_ A.%4 t 1 F`.1u _ UiIN-tl'i . i f rk ft—f rtl )t Uu[; r. IS74t rtsl f411\ __.._----.-;, rx:ir •, ...,.'_..,.1 owl-, tt.'Rl u wNt:R __ �� '� g1tA .•'��TA i1M.�f'i t#00 _ N ir.\N•r.r:Ysl: N11 v�;+su av\ r Yfl(N %D 7EII1.% eA"a7 - f.R.i ACTT f[I\r AA'l fiR.iJ µ -lltitiilN'Art„r\,k liX iL' nTrvttt\ l i IN *s',ti17. ETA 77 3.:+t if t..+�Ytilh'tir NI t�lE1.1 MI N,t IJ ' TTI SM'.W .CCI* as it 1€)TRla1 5. Sf• NR Iift 1AMNTWi1 __ ....... € adMEi F M5A N wvlsMcs r. tl"5 !Iurl.fo �tca t.FRI 'W A'P• OWN re e'+.MPb4^I+a ebe llari�= '" j iaYt/i1N%rtZ'AR �, �IS..��r1} f f PARTS LIST i • • • i i ,... !.... • • i RLUM FRFF�1C * DOC R & Sti3E•LITOO, IMfACO?b • `-`-' < f, LYNN IMUER P 17 i�g I t 7 2 G` FL P.r 0 587G5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E- .062 #8006 6063-T6 FRAME, HEAD JAMB AND SIDELITISILL #8009 6063-T6 INSTALL PLATE .050 -236 r7-1' ,533 IAL I--- 3.636 #8003C 6063-T6 - #8004C 6063-T5 �,� OUT -SWING 1 (3 HT-qWING SILL \�!) OS SILL COVER ,062 N13 j 0 #8056A 6063-T6 OUT -SWING LOW SILL 2J-- #8013 6063-T6 BOTTOM RAIL R.250 #8013A 6063-T6 (�6)BOTTOM RAIL, LAG BOLT DESIGN 4C,27 —4-1 #8008 6063-T6 DRIP CAP 074 -J 2.f,W 3.990 #8012 6063-T6 STILE 1 4 G7 J- 4.454 #8014 6063-T5 TOP RAIL 1 938 LL 1— 4.424 #80 1 4A 6063-T5 TOP RAIL, LAG BOLT DESIGN EXTNUS-10N '�I.Ukt FREA UA4, CM, W. L f — 1-940 — v- '.. —TY x5o ,D#8017 6063-T5 3 TOP SWEEP 0150 79 P 2240 (2 ?4Z #9016 6063-T5 BOTTOM SWEEP �75 4 TV A:;TIW-4L:• rv,*,sa 1 1,12 1 8 - TZ #8007 6063-T6 SCREW COVER SIA llrA.VIMPAE 2.260 075 @27 #802113606346 GEAR HINGE, JAMB L 050 U,22 C6� #8028 6063-T5 SL HEAD TRIM --j-7421 072 (�28) #8020A6063-T6 GEAR HINGE, COVER 1775 ---- I i A 25 J -j '771. _125 #8056 6063-T4 SUBSILL, OPTIONAL �9 #8018 6063-T5 HINGE SAC UP 00 #8019A 6063-T6 GEAR HINGE, DOOR '06A _T n7O #8010 6063-T6 (18039 6063-T6 7) # NARROW SL JAMB TRUSS CLAMP F 045 C-46 221a 442 4— -045 ii T_ C45 I -T5 #8026A 6063-T5 #8023A 6063-T5 #8024A 6063-T5 #8029 6063-T5 IC (62. '�6 \�i7 SL JAMB TRIM #8022 6063 BACKBEAD SL BACKBEAD 16- BEAD I.G. BEAD AlLumul"Lim tKJ'T-jELT WrYL iziwroRcEmEw• FILLAREA SMUCTURAL NOM, sr..Ji;TURAL FOAMNOR SILICONE SFAL I�'"o- HUTYL &t'0LYLZaL,TYLENZ WITH DE WrME,ESICCANT r.Foku STAAMYSC -Tral • • EXI CLA,:5 E XT_ G LA.$ S Ey,-.. GL�SS - N 1, GLASS INT. %,KS3 KODISPACE 104 SUPER 4SG TPS SPACERONXT" Pan* 0mription fiTateri.1 100 Komm;uV4SG TPS Spacer SyVem apes Quarrex Super-- Spar - rXT W.'b Not hict Buty I Sep Shea for 102 Quawx Duri1scal Space PAPAenals 103 Cardtnat)Q, Edge Space( KNI-C, It 3UN't 9 414T. GAM I OIJRASEAL!'_!�' SPACER XL EDGE?� SPACER �LUA,f FREfv%PTD0QP 8 SIDiLT-4-1--h . .. . ...... 125 1--1 k35' 80#8033B 6105-T5 0 FD ASS'Y BEAM 41 •A, LYNN MILLrA P-E. FL F EA 58705 . . ................. JAMB At&f+GRS 18.500* HT- CITY, MAX O.C. 95314--(5) 913/4--(5) 87 V: - (51 83 3A - (51 DETAIL A (CONCRETE) (SINGLE PANEL) ANCHOR TYPES: BORC -1-T k� IT. MAX. O.C. ANCHt7RS a -- HT. OTY. 95 34- - 10) 87 314^ iO) 83314 - (7) 1 n 3.74', f7) T _7 PETAIL"p (WOOD/ALUM.) (SINGLE PANEL) ANCHOR TYPES. CORA t I- paN Typ "retCAL AN f- 60;-- 9S314'-(S) 91374- (5) 55NCKM SEE NOTE S v;z'-bLRnING I 3' HEAD 8 SILL ANCHOR T CLUSTER (TYPICAL) SEE NOTE 5 MAX JAMB 'fr. QTyl 95 I EQ. 91 �3J4' SP. Typ , SP. rYP. 97 114' 83 V4 (7) 791W.(71 DETAIL 0 (WOODIALUM.) (2 OR MORE: PANFtSi APPLICABLiTy-J (2 LjIj NJUMr- t-MNCLO) AINGHOR rypEs'. OF CiMLED ANCHOR TYPES,. BORC �j ANCHOR C'OR A TIL NOVE v VQ API� IVA!'t" cl -ANCHORAGE SPACING REQUIREMENTS., ANCHfi XCAto0—, D-TA , A A il KID— 7.LIIRESEN' At, _K - iqK j j'' : jj_E,& LOC, S, 'k jNr i. ' UAL SIL f. Ll Tf r Vt47r'i. U4, FLL- 4 vvs REP-,r-,F w ANcvxk&a o- 44, %uxTuRL OF 0OL":JLE XX 00L 1-ti tINC1 E ), V^RS NAAROV, 4AXs L t ut , JAV: e I' 14 TE PANL_t� P I L; J-11PLE PANrl A THRrj,;�- j A X 11AXIIALl'- WThl ATI!Wtit, _rr UtJ,,U THATILS It l' 3.SINGLE PANELCONFIGURATIONS; (DETAIL A, CONCRETE SUBSTRATE_ Dr, TAIL B. WOODALUM. SUBSTRATE� HEAD AND SILL, _ _6' MAX, FROM FRAN' E CORNERS. JMIBS - ___ I I' MAX. FROM FRAME CORNERS, 1 6,500'MAX. O.C. CONCRETE SUBSTRATE (DETAIL A} ANO 13,57 i'MAX. O.C. WOOD SUBSTRATE (DETAIL B 1, 4"Y. Cy OH,Wl?- - T'41-t t Two 'vff^. ma 1: [L g: LA R'Pr' r, '. P. .1 f.i AL 4.u&i.L JIA v FROM r r.441L :;O"Ff ` IF ?AI-F- 4 l IN i , "flra GkFATFR V-ffIbLV,P,.k ,'CEW'-At�L'0qk _1 OC'. Tr lMi� M" O'c 5. TVstO OR MORE PANEL CONFIGURATIONS (DETAIL. QViOOWALUK SUBS T-RATF) HEAD AND SILL 6* MAX FROM FRAME CORNERS AND _grAND 12' MAX. Oti EACH $:DE OF ASSCMBLY eEW AND.OR ASTRAGAL LOCATIONS ICLUSTER OF 61 CIRCLED ANCHOR OUTSIDE CLUSTER REWIRED IF PANEL NN90TI4 IS OVER 27-3.4'. IAMBS, 11- MAX, FROM FRAME CORNERS AND 10,571 " &%X O.0 wuvi' F�.V'T� r rQwu�'f "timida -wit . 00 ANCHORAGE $PACIkG ALUM. FRENCt-rDOOR & SIDE ;IoTES,0%*fPAC:_.:. L'fNI4JV..LLi:R rDtsd FLPF ... V4 10 - f: TYP, ANCHOR TYPE, TYP. ANCHOR TYPE, TYP ANCHOR TYPE TYP.ANICHUH TYPL, EMBEOMEN-, AND EDGE ENIBEOVENT AND EDGE VABEDMIEtiT AND EDGE EMaFDMFN-T AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE OPTIONAL 0;STANCE PZR SUBSTRATE. SEE TABLE A. SHEET I SEE TABLE A. SKEET 1. SEE TABLE A, SHEET I E EE TABLE A SHEET I Ira' kw. sHim i rl IA* mAx 84 GROUT. SEE NOTE 1,14'MAX. GROUT SEE 114' MAX, GROUT SEE, NOTE 3 T T�iETAL �SU;;T�TF-'Zl.l IPER ANCHOR ;REQU IREMENT EDGE DISTANCE IM- MIN. EMBEDMENT jlAeTAL THICKNESS.i TYPICAL SIDE LITE SILL (DIRECT TO METAL) 2x WOOD 2X WOOD RET&M' EhiBEDMZt4T BUCKS TRIP OR EMBEDMENT SUCKSTRIP CONC PER ANCHOR FRAMING, SEE FRANXNG, SEE REOUIFZFh4ENT NOTE 1 THIS SHEET NOTE,l THIS E EDGE DISTANCE EDGE D!SrANCE - - EDGE DISTANCE TYPICAL S*,DE LITE SILL TYPICAL SID -E LITE SfLI TYPICAL Slq_r �ESILL TFRECT Td r REM (rIREGT TO WOOD) (DIRECT TO WOOD) <'DEXTEP.IOR INTERIOR] -I\ (ALL HEAD & SILL SECTIONS( Ix WOOD EDGE DISTANCE RUCKSTRIP. SEE c - EMBEDMENT (METAL THICVNE'-'Sj EDGE DISTANCE NOTE 1, TOS CONCRETE:-1. SFEFFI`. PERANCHOR. EDGE DISTANCE CONCRETEICIQIU RECUIRE,%(FNT 1"4- PER ANCHOR I "A METAL SUBSTRATE MAX.-; mAx, im - ) 1, 114' REQUIRW;AENT MAX PER ANCHOR SHIM NT SHIN Rt.QVIREME. ----A , t �'j Ltd" MAX spw ju Cair TYP. ANCHOR TYPE, TYP- ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCIiCR TYPE� EMBEDMENT AND EDGE EMSEDIAZINIT AND EDGE 0,11BEUMENT AND EDGE EhI3EW,45NT AND EDGE DISTANCE PER SUBSTR4Tf DISTANCE PER SUBSTRATE, flSTA.NCE PE' R SUBSTRATE, DISTANCE PER SUBSTRATE. —S;;0 SEE TABLE A SFIEET I SEE TABLE A SHEET 1. t&H D.�kta;4w SL F TABLE A, SHEET'l. SEE TABLE A. SKEET 1, TYPICAL DOOR & SIM- LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPIC,°L DOOR & SIDE LITE HEAD TYPICAL DOOR & -c;DE LITE HEAL) _.I[)I-REC:LTT(D�CO!4r,RETEI____(THfitj JXlNfO CdWkCTE) (L)IRECT Tb�' 000� E JCK:' E ik:C X� - kCLt - HAN THICh It A .), %.kCkj AF OPMNA_ W.'•Jf% H. TA-E-' W CTIVTi. S."-'cCNCRm -VV' In' -1. TEZ)r' ;E I IA. 01- .,4,k i ft-., il3'TALLA* rN V -AK Tr BE El.nft REu,,y 0,mER% T 2. FOR ATTACHMENT TO ALUM* THE KfAT'L SHALL K A MIN STRENGTH OF G0C3-T5 AND A MW OF lir ) t41CZ,"rHEALUI.4-STku4TURAr NTMIiF ".VWH PROIADE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT ^>HOAlN IN THE DETAILS ON THIS SHEET FOR 2x WOOD :;tJCKS THE ANCHOR SHA100- A*124tM HSET 2 D ANCHORAGE IzPACI',lr6 FOR %fpolylo".1f MTN PULL ENGAGrAIENT INTO THE ALUM,: F THESE CWTE A IA ARE MET, THE PRESSURES SI-O'VN ON S AN li0 0 EMBEDMENT 2X WOOD BUCKSTRIP OR FRANNN". - SEE NOTE i THIS SHEET EDGE DISTANCE -i L- Iy --rFC!-.TTI-.EE*.TIRF-LE4GTI-if. A MATT-' ROMX"T R6A-9WZ0 plying-m --w r -*vir- UNDO; yalm&-4 77 ItlE 51-q$Tt!A I A-40 T Stx"M,,-F lk ANCHORAGE DETAILS • ese see of* it I r I rES,JM ALUM, FRENCH DOOR IS 4fDr Ld p ' Fib-150 14 72 -8000- f I- A LYNN MILLER, RE IN TYP, ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBS T RATE, SEE TABLE A. SHEET 1, /1-1 F X TF R 10 R V41 MAX, SHIM r? . A , L SUBSTRATE� PER ANCHOR REOUIREMENTI EDGE DISTANCE 11,8'MIN EMBEDMENT (METAL THICKNESS) TYPICAL DOOR SILL (DIRECT TO METAL) TYP, ANCHOR TYPE, EXiBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE A. SHEET I ,JEXTFRIOR C 7 24' MX. "4'k Ile GROUT, SEE NOTE 3. SHEET 11, CI N REQUIREMENT IYPICAL DOOR SfI-L (DIRECT TO CONCRETE) TYP ANCHOR TYPE, ANAL EA13EDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE A, SHEET I <�EXTERIOR /2 IA' MAX 10 GROUT, SEE NOTF 3, k SHEET Il. 15 N DUCKSTT;nP OF EMBEDMENT FRAMING, NG, SEI It NOTEI,SHEET 11 TYPICAL DOOR SILL (DIRECT TO WOOD) TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUGSTRATE. SEE TABLE A, SHEET I ]EXTERIOR IIA" MAX GROUT, SEE NOTE 3, SHEET 11 25i WOOD E?&LONIEN I Tj r SUCKSTRIP OR FRAMING, SEE NOTE 1, SHEET 11 4 OPT iONAL DOOR SILL -C'T To TYP. ANCHCR TYPZ. TYP. ANCHOR I ' PE. TYP ANCHOR TYPE. INTERIOR TYP. ANCHOR TYPE INTERIOR EfORED&ItNIT AND EDGE INTERIOR EtrBEDMENT A11.0 EDGL EMBEDMENT ANZ EDGE EME-0%12NT 4ND EDGE DISTANCE PER ?'j8STRATE. ASTIRAVZ, DISTANCE PER -uB-ql kATE. D'.S4A;;CE PER SUBSTRATE. �,ISTANCE PER &U2 SEE TABLE A, SHEET 1, SEE TAZLE A, SHEET 1. SEF TABLE A. SHEET 1, SEE TAKE A. SHEET Eh.6DMZN1 EMBEDMENT r.a EMBEDMENT l EDGE EDGE EDGE DISTANCE DISTANCE DISTANCE STANCE DI u All 11 V414LI— METAL SUBSTRATE PER ANCHOR REQUIREMENT 7-- ti4* MAX SHIM —1 TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO IFEYA-17,-- CONCRF'rEJCh4LI PER ANCHOR RaWIREMFNT L aU2x WOOD CONCRETErCMU CKSTRIP OR PER ANCHOR FRAMING. SEE REQUIREMENT NOTE 1, SHEET 11 1!4' NIAX, SHIM ��4* MAX � I - I-- Ix WOOD TYPICAL DOOR & SIDE LITE JAMB SLICKS rRIP SEE -- TIRtTT - w6m, ---- N07EI.SHEET II t TYPICAL DOOR & SIDE LITE JAN48 TYPICAL DOOR &SIDE LITE JAMB rrff�—. rf0 0 1 , %%!-r 4� 7m 1 X C 0 NW,R AYE FA L 11ma ANCHORAGE DETAILS ALUlt FRENCH DOOR &_LATE S,OMPICT 0 08000-11 -7. 12 F0 50 j 12 1A.LYNN MILLER. P E 21104 , —7 FL P Efif 567 �'),-7Ak— ADDED UVAI, EqRA 'K 7 I 7R MIAMI- E DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT industries, Inc. 1070 Technology Drive MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Rooni 208 Miami_ Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. miami dad e. goy/economy . . .... ...... ,SCOPE: •' • • ' .. .. ....% This NOA is being issued under the applicable rules and regulations governing the use of cons.. • •: Tion materials. The• • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Pro4i}gt,Controj Section to • • • • be used in Miami Dade County and other areas where allowed by the Authority Having Juri%"JP?1(AI-p1' •" This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coumy&4@duct Gontrol Sectioa:..' (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rese4tv4e rigIvro rave thi*.... product or material tested for quality assurance purposes. If this product or material fails Ieorm in the accepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immt!diatel� revolt, n%dify, ar • • • • suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this Ateptanc.•...; if it is determined by Miami -Dade County Product Control Section that this product or material fails Wiceet tAe 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" Alunrdn m Outswing French Doors wlwo Sidelites-- L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Ahem. 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. , NIISSILE IMPACT RATING: LarLre and Small Missile Impact Resistant, 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 Iower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required, reinforcement (item 922). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. Ix 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 shallbe available tor-inspectiorLaLtbe job site at the request of the Building Official. This , OA revises NOA #16-0629.17 end consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mention- e`�above. The submitted documentation was reviewed by Lshaq I. Chanda, P.E. NiOA .N o. I'-0504.01 ursmmeaeeea.. • ' MIAMFDADE COUiV Expiration Date: October 18, 2022 x f ) _ FL2 a D e: Se to be�81��x4! Y, 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 # li;gd4ejow) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impwt..4wets 1'i"AbA 10 af• • • : • 10, dated 04/04/2012 and last revised on 09/08/ 16, prepared by PGT Indust,604 signed and sealed by .... Anthony Lynn Miller, P.E. • • • • , .... . ..... ...... . . ..... B. TESTS .. .. . ...... 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 207-9:' : • 2 Large Missile Impact Test per FBC TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-9%.' .... Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doom fw/ 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 # 12-516.02/411-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5t' 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). Jshaq 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 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butaeite PVB Interlayer", expiring on 12/I-MZ7 • 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical ConiR4ny JMA) f'prm�r Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on.0,S/21:16. ' • •' •: F. STATEMENTS (Submitted under file 415-0528.24) • • • • • 1. Statement letter of conformance to FBC 2014(5th edition) and letter of no flMneial interest, prepared by PGT, dated 05/22/ 15, signed and sealed by Lynn Miller, P.1 : :„: ; • • •' • 2. Lab compliance as part of the above referenced test report. • G. OTHER ' 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 1.5., dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, F.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5TH Edition) & 2017(61h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5" edition), CT6 MI, etc 'tion} and letter of no, financial interest, prepared by PGT, dated 08/01/17, signedarid""sealed"by Lynn -Miller, P.E. G. OTHER 1, This NOA revises & renews NOA #16-0629.17, expiring 10/18/22. 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 CUTSWING, IMPACT RESISTANT I GLAZIN30PTIJNS. SEE FELOW. 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. 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. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. SCE TABLES 1-4 MKISILE IMPACT RESISTANCE. Min.:.... Anchor Anchor • Frame Subavate Min Edg• Embedment Oroup Member Dmunce or Metal 1141 Lco" treCo YF 71-1 C4ncrqrte (min 213ksil, i 1 8" Jamb Hollow Brock (ASTM CW) I-a4' 1.1J4" 1 =155 KS1 Fe=177 kel All ncrete min. 3.35 ksl) -3/4' 1- /4 2 1/4' 410 SS Elco CreteFlez® Jamb Hollow Block ASTM C90 1-314" 1-114" AN Southem Pine (SG = 0.55) 1" 1-318" F =i27.4 ksl, F� 189.7 kal All Southem Pine (SG = 0.55) 9/18" 1-318" 3 #i2 Steel SMS (Gr. S) All 6083-T5 Aluminum 3/8" 1 118" 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. 7) REFERENCES: TEST REPORT FTL-4964, 5212 8 6864; ELCO ULTRACON 8 CRETEFLEX NOA'S 8) THiS PRODUCT HAS BEEN DES'GNED 8 TESTED TO COMPLY WITH THE REQUiREN1�EN S THE Fi_ s' f A BUI DiN� CODE INCLUDING THE HIGH VELOCITY HURRICANE ZON '201(HVHn � '2017 FLORIDA BUILDING CODE (FBC), BTH EDITION 4 FLORIDA BUILDING CODE !FBCj. 57H EDITION . .' 'ASTM EIjD0-09 91 DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA `ANSI/AFBPA NDS_015 FOR WOOD CGNSTRUCTIQN BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING -ALUM'NUM DESIGN MANUAL. ADM 1J15 �AL515100 ' 2 JURISDICTION (AHJ). AISC 300•10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 3/16" HS GLASS 2) ON SHEET 2, TABLES 1 8 2 REFER TO PRODUCTS THAT ARE 090" PVB1 OR PVB2 REINFORCED. TABLES 3 8 4 REFER TO PRODUCTS THAT ARE INTERLAYER UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF 1/8" AN OR HS GLASS - YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE 93 NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED DESIGN PRESSURE FROM STEP 1. /72 � II 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 6,15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. _ 3/8" NOM. GLASS STACK � 3/16" HS GLASS I1, 1 .090" PVB1 OR PVB2 316" AN OR HS GLASS 94 933 112" C1ASS 73 . I I BITE A, (PVB1), B, (PVE2) AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED GENERAL NOTES ............ I GLAZING DETAILS ........... I DESIGN PRESSURES ....2 VERT. SECTIONS ............ 3 HORIZ. SECTIONS ...... 4 PARTS LIST...... ...... 5 EXTRUSIONS... .......... 6 ANCHOR QUANTITY ........ 7-13 INSTALLATION ................. 14-15 `._ 7/16" NOM. 13/16" NOM. GLASS STACK GLASS STACK 3/16" HS GLASS 1/8" HS GLASS 1/4" AIR SPACE .090" PVBl OR PVB2 3116" TP GLASS INTERLAYER 94 91 1/2" GLASS 74 1/2" GLASS BITE BITE o 80-83 • • • 30 • • • • 6�71 � • • • e • • • EXTERIOR 7/16" LAMI NOM. • • • • • • • • • ERtc�e 13A e" LA1NI IG'• NOM. • • GLASS TYPE C, (PVB1), GLASS TYPE E GLASS TYPE D, (PVB2) • ••• ••• ••• • • • • • • ..••• • • • • • PVB1 = .090" TROSIFOLO P ft• Kb%A*RAY AM`RICA, INC. • • • • • PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FAODUC P RVII �'MW •s cvMr+e am Aat�leKe N• T E>lplrletM Dale E - eZe_ F) REORGANIZED SHEETS AND UPDATED TO FBC 2017. ADDED m TABLE A 8 ALUM. SUBSTRATE. - m JR-04/10/17 fL1J I H o 3: :r o O � n c rc e'O0 cV z w N I CO u x u) o z - o'. _5 ul VI La LOUU o ° WF- ,yea ~O W Y^ J JJMO r` > y W �Zo o 0 V1 rn U. as O C) W ® A Q u7 U Z a Lu Z ele„ O jr Q J w W o U 2 � e10'1 ., seas' LYNAI P"l`t`� vc •wsF * ; pNo. 5SMS * = %�O 3 ATEE F T .' F�ORIDP '• •\�� ' NAL111 A. LYNN MILLER P.E. P.E.# 58705 TABLE 1' .._ _ ........„...,...,.._ ... _........ ESSURH$ b R Egkl;fD DOORS. ALL GLASS TYPES ,X F FIAME XX FRAME AM)A EIGHT WIDTH WIDTH ] 6° - ?9 3/4 T - 83 3J4" .I 87 3/4 91 3/4" 8° - 95 314" 371/Z 60 71 Y4 ,+75.01 4S.0 +74A' •75,t0..,.,+750 -75.0 75.0 -75.0 75.0 -75.0 DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 66 - 79 3/4' 7° - 83 3/4" 87 3/4" 1 91 3/4" 8° - 95 3/4" 27 3/4' +75.0 -75.0 +75.0 -75.0 +75.0 .75.0 +75.0 -75.0 +75.0 -75.0 A 361/8" +75.0 -75.0 +75.0 -750 +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 I -66.6 +63.1 -63.1 B. C, D ORE 36 3/4' +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 FOR MAX. SIZES OFCO99KED 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). DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 66 - 79 3/4" 7° - 83 3/4" 87 34' 91 314" 8'- 95 3'4" 2° 25 12" 4° 47 3/4" +56.6 1 -58.6 +86.4 -65.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 3J4" +54.9` -54.9 +51.8 -51Z +49.0' -49.0 +46.5 -46.5 +44.3 -44.3 2912" 55 3/4" +51.7 ; •51.7 +48.8 -48.8 +46.1 ; -46.1 +43.8 -43.8 +41.6 -41.6 26 31 12" S° 59 314" +49.0 1 •49.0 +46.2 -46.2 +43.6 ; -43.6 41.4 -41.4 +39.3 -39.3 26 33 112" 5° 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 12" 67 3?4" +38.1 ; -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 ! -37.5 +35. -35.6 30 37 112" 60 71 34' +34.0 .34.0 +34.0 -34.0 +34.0 -34.0 +34.0 ; •34.0 TARE R d DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT Be - 79 3/4' 1 70 - 83 3/4- 87 3/4" 91 3/4" 8° - 95 3/4" 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 12 3/4" -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19 -72R+68.568.5 +65.0 -6.0 +61.9 -61.9 +59.0 -59.0 D ORE 21314" r,72.4 -64.5 +61.0 -61.0 +57.8 57.8 +55.0 -55.0 27 314" -52.9 +49.9 49.9 47+44.7 44.7 361/8" -35.2 +35.2 -35.235.2 M +35.2 35.2 A42-642.6 36 3/4" . -34.0 +34.0 -34.0I -34.0 +34.0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-314" 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE SIDE LITE (SEE NOTE 8) LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF OVERALL DESIGN PRESSURE = +75 / -75 PSF OVERALL DESIGN PRESSURE = +70.4 / -70.4 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-314" 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 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 95-314" SIDE LITES 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 TO SIDE LITE CONNECTIONS, WHEN USING TABLED 1 & 2. 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") 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 • s • • • • • • • • • • GLASS-TYPE§4AL.L TABLES,,TH�sHEER--.--- B. 3/8" LAMI (1/8" HS, .990 PW&,t/16" HS)*• •: • 000 • • • C. 7/16" LAMI (3/16" J .C:0 P\, 3/16" H4 • • .s • D. 7/16" LAMI (3/16" WS, a90pPVB, 3016" H6) • • • • • E. 13/16" LAMI IG (3/186;?P, /g'?URSPA(r1/8"D9 .090:W3. 31%AS) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ""ODI:C f REVWAD "r pjyi.c wkk tie F1ww FHaaMoe Cods AceWla sNo Eapu,ld" Dole 2Z r D•M ► � G) NO CHANGES THIS SHEET. - JR - 04/10/17 s N Y 0 W � - w o U) 3: -nay 7 > > o 0 O (� N z w Q O a� J o O o "L LL � Z (D a 0 J -Wj U U d ®� a ~O W W J 0 UMO rc 'r o> Wp Z u U) c45 LL O CL N ® QW 7aa45 U 1- Z = W X aw°s o L a Z J w U U p 40 U 71Q , 1 : .as (40 -_ EXTERIOR �> INTERIOR EXTERIOR INTERIOR /�l NIODUCf REVUM 010 /y. ao oa+vb'VY ewr �►e Pbids Accqd-I�vet�- �04.01 eip` �I J (64) AT HEAD/JAMB l V V f 6) AT SILUJAMB ?Z 1G.a+' 1►+d, Pwdret CwMd G) NO CHANGES THIS SHEET. - CLEAR -COLORED r EXTERIOR INTERIOR SEALANT - '. JR-04/10117 163 tt T LU0 O 004 I III � J m ` � ono j 'n _O MAX. I MAX. MAX. i i_ _� MAX. SIDE 62 I (C r= Z 52 U (Wj o O J w : W �e JnnOJO DLO DOOR DLO FRAME LITE i FRAME J W .0 s a F q LU F J ory HMO s� HEIGHT HEIGHT > W U LL a0 of Q Z O m 7a4S �i C I F U W Z '�� j a/„S J ' ` I7J-1 O la U SL VIEW G-G W a W O o 40 - 161 J CORNER ASSEMBLY • • • •• LYNiy •• .•• ,. L\CENSF'• �( � • • • • • • • • • No.58705 1.489TE _ / DOOR SECT. A -A SL SECT. B-B : i • : : • • • ' S�ONAI ECG\?: 14-16,102> _ • • • • • • • �,�, IIIIII,,, VERTICAL VERTICAL • . • . .• .• . • • • •.. A. LYNN MILLER P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • — — - 1,—MAX.'XX'FRAMEWIDTH— �_ M X _—] IDLO ��/ 'XX' SECT. C-C ( 441 unDI7 -- - - MAX.'X' FRAME WIDTH- -�,�. .lam 46 w 05 MAX. DLO 'Y' CC('T Il_fl SPACING, SAME AS 3/4" - JAMB ANCHOR SPACING( 6] (SEE SHEETS 1, 8 AND - \ MAX. SL FRAME WIDTH ►{ SEE NOTE 3, 22� D O THIS SHEET / 62 CI CG('T G_G HORIZ. (DOOR W/ SIDE LITE) MOIZAIIIA J MAX. _ DLO —I REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'X' DOORS, REINFORCEMENT MAX. SL FRAME WIDTH{ NOT REQUIRED FOR STAND-ALONE'O' SL SECT. F-F HORIZ. (SINGLE SIDE LITE) REINFORCEMENT NOT REQUIRED FOR STAND-ALONE'XX' DOORS. INTERIOR 7 EXTERIOR NOTES 1) CLEAR OPENING FOR AND -W DOORS AS FOLLOWS: WIDTH: 'X' DOORS = DOOR FRAME WIDTH -5.646 'XX' DODOOR = DOOR FRAME WIDTH / 2 - 4.079 HgWR FFL41•1EH jpH't-3.Z5% • • • • • 2) WE LITE` QVESLAX-A ♦NDrXX'O.ORS B1*14" WHEN ASSE&IBLED TO M•KE•(O'}rOXlP'O�"):O%'OX)I! AND'OXXO' OONFIeNS. IGUP11 • • • • • • 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, •SHEE; Z JTEM 22 )&9OIQT FWW4RED WITHsCOMBINr.TIONS • FQOM TAE)JES 3 AND•i, SHEET 2, OR WAH SOANWAL*NE'0', • 'Y*&'XXYCONFIGURAfIONS FOOM TABLE16 1 AND9. • . . . . . . . . . . . . . . .. .. . . . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FROMC f SEVISM a •..plyWg wkb the FI.Aih b".tco . A«,ew... N. t S4 o 1 G) NO CHANGES THIS SHEET - JR - 04/10/17 till Q 5 0 III cf w n Z rU I � z�0 OW7 ®p Wf,,&I coY �_jMO �- % aT a LU o m I O ---- U oa I U- O n D_ 0;°1,_ m Z v Z U LU LI I� a w H vIo>> o w z O of U Q = 0 LYNN r............ �10ENSF. * r N�o.58705 ' C SM /(Css/O ORID 00,\" /,, / NAL111�1 A. LYNN MILLER. P.E. P.E.# 58705 ITEM OWO # POT# DESCRIPTION SILICONE 1 9438 60411 FRAME HEAD 2 1010 S0300 WSTP.A-LON.190X.375 HIGH 3 7070 6707011 BULB WEATHERSTRIP .187 X.300 HIGH STRUCTURAL V4" NOM. 4 955 7955X FLUSHBOLT STRIKEPUTE POLYISOBUTYLEN 5 935 7935X 2 PT LOCK STRIKEPUTE WITH DESICCANT 8 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE KODISPACE 7 7a32X12FP)tP 9"2 X.500 PH. FL. MS - S.S. W/SILICONE PATCH EXT. GLAS$ 8 995 7098'S GASKET ETNEENTHRESHOLD&FRAME JAMB 4SG TPS 9 996 709DO GASKET (BEIWEENHEADB FRAME JAMB) — — 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 611DOOM OUTSWNG THRESHOLD 12 1670 671670 WSTP,.350 RD FOAM FILL T-SLOT(AMSBURY#32011 INT. GLASS , plyfT4EV(S@e3 13 11OD4A 611004M OUTSIMNG THRESHOLD CHANNEL COVER ascling C- 13'N\�F'leffd4 14 11001A M1001A ACETAL SPACER.016 THRESHO'�, OPTIONAL AMPbee46l$. INS43ede 15 11002A 4110WA ACETALSPACER.095 THRESHOLD. OPTIONAL IEM* ..Nt 1 'b �•OI 16 11003A 411003A ACETAL SPACER .140 ® THRESHOLD, OPTIONAL HOT -MELT BUTYL CaPiretlre D•re.Z 20 915D ao3110 FRAME JAMB OURWNG) STRUCTURAL 9 I ACTIVE � L 21 1010 80300 WSTP..O-LON 190 X.375 FIGH SILICONE �J IW41Mf� K:C� 22 8806 66608M REINFORCEMENT, I.000X2.1WAU.6 .W61-T5 FOAM 3/16"NOM. DOOR 23 1140 78X112PSATS #8 X 1.500 PH SO A MS WITH 24 1048 71048 JAMB SCREW GOVER CAP DESICCANT PANEL F) NO CHANGES THIS SHEET. - JR 25 930 d1721N STRIKE PLATE INSERT SUPER "°-,-04/10/17 26 1118 710X34PFA #10X.750 PH. FL. SMS EXT. GLASS 61 TM LOCK 27 7070 67C70K BULB WEATHERSTRIP.187X.300HIGH SPACER NXT 30 9101) 6910 DOOR PANEL TOP a BOTTOM RAIL STILE 31 911E 6911 DOOR PANEL SIDE RAIL _ 32 917 7FRMO HINGE EXTRUSION z c4 0 U 33 1178 71058FP W.B #10 X.625 PH. FL. SMS INT. GLASS w C � '^ab 76M TRUSS CLAMP u 34 9134 803 ( !Y a O 35 1130 87R0 DA 6/18-18 THREADED ROD r_e O O 36 990 7990NUTA 5/16.18 FLING ED HE NUT u �° a�°p U �- 37 914A 60379M WEATHERSTRIP CHANNEL \ '. N O 38 7834FPT #8 X.75 PH. FL. TEK ALUMINUM 39 387 70997 GASKET BE7WEEN PAFEL HEADISILL 3 PANEL STILES) REINFORCEMENT J "T U) O 40 1023 67924G WSTP., .187 X .250 HIGH, FINSEAL �` J O Z 41 928 4172D SLIDE BOLT ASSY. INACTIVE PANEL ONLY 5116" NOM: lN/� Z L 7 c 42 1145 76%12FPAW #8 X.500 PH FL SMS TYPE BDS BUTYL & W o ®� LL ° p 43 1212 7P30GG SILLOUSTPLUG NACTIVE PNLI F 44 983B S983 DOOR PANEL ASTRAGAL 1 OUTSWING DESICCANT- I-" W O a , 9Mp 45 9848 6984 DOOR PANEL ASTRAGAL 2(OUTSWING FOAM /�� DURASEAL® -� v W In 46 1213 60200K WSTP.,O-LON.190X.200HGH EXT GLASS/ a2 SPACER <n cn 4T 929 74UBLOK LOCK SUPPORT ASSY. (d1707 8 41708) /X 6 Z O O J LL 48 1139 7634F #6 X.750 PH. FL SMS — W O 49 96[ FD2PTAY 2 PT. LW ASSY. /�af 50 6RIBOFS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT INACTIVE PANEL) INT. GLASS ° r O I QC 52 931 7FRSPX DEADBOLT STRIKE PLATE O'v Q 53 1118 710X34PFA #1D X.750 PH FL SMS UJ U 54 957 70957X HANDLE STPoKE PLATE O i U Qa Z 55 1118 710)34PFA #10 x.750 PH FL SMS POLYISO- DESICCANT FILL AREA ° / ~ 60 920D 6920D SIDEUTE HEADER BUTYLENE 5/16" NOM. / a UJ in a oa5 LL Q' 61 9210 6921 SIDEUTE $ ILL SEAL I ° LL Z J 62 9155 803Bt 51DEUTE JAMB SILICONE SEAL Q 83 1155 781 PDA 08 X 1.0W QUAD FN. SMS ROLL -FORMED w 7 O 64 998 7898 HEAD GASKETS (STOCKING 470998 STAINLESS STEEL TI4 ° 65 9s9 7999 SILL GASKETS STOCKING#7a999) XL EDGE Q m e6 934A 61641M SIDELITE JAMB ADAPTER 83 67 #12 X 1.00D SHEET METAL SCREW SPACER au!iasap sal.as 70 712853K SETTIING BLOCK, N/ X 1/4" X 1" WIPSA EXT. GLASS — o 71 71267K SETTING BLOCK, 1/18' X 1/Y X 1' W/PSA 1 Q 72 4227A 64222 BEAD. 7/16, . .• a •. `�.�` Op1Y LY/y�/4 73 — 69ae BEAD, 31b• —INT. GLASS • • • • `1'' %yGENy"F',•`7�1� 74 988 IG BEAD 82 986 84986 BEAD, INTERIOR • • •-• • Q:. 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) • • f'r�.• • _ * ND. 58705 94 GLAZING SILICONE, DOW 8.990R 9B3 • • • • • • �/ • • • • — * — 95 CUSS, 'JB"UMI - 1/8' A..90 PVB, 3/16' HS q 1} 96 GLASS, 3rB• UMI -118' FiS, .90 PVB, 3116' HS 97 GLASS, 7116" UMI -3/16" A..W PVB, 3/16" H5 0�'• 3 7E F '.✓,��` 98 GLASS, 7/76" LAMI - 3/16" HS, .90 PVB, 3/19" HS • • • • • • • • • • • • • p ,02 11006A 41106A ACETAL SPACER.2959 THRESHOLD, OPTIONAL • • • • • • • • I �ORLOP.•' G\�\ 103 OFF -THE SHELF DEAD BOLT LOCK, MIN 1• THROW, GR 3 STEEL REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 • • • • • • ��'�/ �ONAL 104 OFF -THE SHELF HANOLFIUTCH ASSEMBLY, MIN 7/16' THRO'.Y, GR 3 STEEL ITEMS # 17-19, 28, 29, 56-59, 68, 69, 75-79, 84-91 & 99 101 ARE NOT • • • • • • • • • • • • • • • • • A. LYNN MILLER, P.E. USED AND ARE NOT PART OF THIS APPROVAL. P.E.# 58705 Pert# or Deecripdon Materiel 60 Kommaling 4SG TP$ Spacer Sy stern 8t Ouanex Super Spacer rUCT with Hot Melt Butyl See tns Sheet for 82 OueneX Duraseal Spacer Materials 83 Cardinal � Edge Spacer • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.750 .062 4.000 4.100 1.750 ►� I .062 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL (3� 1 SIDE RAIL 6063-T5 6063-T5 - 3.655 3.111 �-.550 1.400 050 7 �- FILLER HEAD ADAPTER 0 6063-T6 3.000 --�{ 1.zn- tA7s 050 FRAME HEAD 6063-T6 050- - 079 1.489 489 1 3.000 oOUTSWING THRESHOLD 6063-T6 F 1.750Ip� - II 4.100 .062 4.675 �: DOOR PANEL 44 INTERIOR ASTRAGAL 6063-T5 1.500 �.125 .750 .805 �- .050 .683 TRUSS CLAMP 3/16" GLAZING BEAD 34 6063-T5 (74 6063-T5 -- 3.100 --� 1. 5.459 .085 075 750 6 ,.750�pI--►' II 062 4.100 4.675 DOOR PANEL (45 EXTERIOR ASTRAGAL 6063-T5 Ji3 J11 63 .68 1 1 050 76 5/8" GLAZING BEAD 6063-T5 79 1 .075 - 5.212 4.586 r7:L 3-100 --�{ SL HEADER SL SILL 60 6063-T6 61 6063-T6 1.4801 050 3.000 IIDOORFRAME JAMB 6063-T6 1.578 - - .890 h-�- 050 3.000 IL - 602 SL JAMB 6063-T6 .830 2.980 1 050 ld nSL JAMB • ADAPTER 6063-T6 • • .050 1.6 D .250� 7� WEATHER t 3-7 STRIP CHANNEL 6063-T5 0.375 2.LF-f-- .125 r32 HINGE �/ 6063-TS �-.172 050 6783 L+ *-�- 1.092 'i - IG GLAZING BEAD 74 6063-T5 504 -� 1 360 O55 0OUTSWING THRESHOLD � 3 CHANNEL COVER 6063-T6 •• ••• • • • • • •• • •-�.•-•-c'•.750• • • •• • • • • • • • • • • • • • 01400 .650 --] -_ L ••• ••v12i • • • • • TUBE$AULL • • ZZ • 606345 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • KtODOC fREY1 as eaatpyla� wkb tie "ad" ad" 1,um gCoM Aarx{ueaet Na i d C Eap4aia O•te Z 16 a►w•r Dua act cft*d - F) NO CHANGES THIS SHEET. - JR - 04l10/17 ,.750�pI--►' II 062 4.100 4.675 DOOR PANEL (45 EXTERIOR ASTRAGAL 6063-T5 Ji3 J11 63 .68 1 1 050 76 5/8" GLAZING BEAD 6063-T5 79 1 .075 - 5.212 4.586 r7:L 3-100 --�{ SL HEADER SL SILL 60 6063-T6 61 6063-T6 1.4801 050 3.000 IIDOORFRAME JAMB 6063-T6 1.578 - - .890 h-�- 050 3.000 IL - 602 SL JAMB 6063-T6 .830 2.980 1 050 ld nSL JAMB • ADAPTER 6063-T6 • • .050 1.6 D .250� 7� WEATHER t 3-7 STRIP CHANNEL 6063-T5 0.375 2.LF-f-- .125 r32 HINGE �/ 6063-TS �-.172 050 6783 L+ *-�- 1.092 'i - IG GLAZING BEAD 74 6063-T5 504 -� 1 360 O55 0OUTSWING THRESHOLD � 3 CHANNEL COVER 6063-T6 •• ••• • • • • • •• • •-�.•-•-c'•.750• • • •• • • • • • • • • • • • • • 01400 .650 --] -_ L ••• ••v12i • • • • • TUBE$AULL • • ZZ • 606345 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • KtODOC fREY1 as eaatpyla� wkb tie "ad" ad" 1,um gCoM Aarx{ueaet Na i d C Eap4aia O•te Z 16 a►w•r Dua act cft*d - F) NO CHANGES THIS SHEET. - JR - 04l10/17 � Y (0 W ? w p ao o O N Q� M u fn O Q J p LL Z Lij Z to UV -J W - 00 F uM° a ° F- Lu ONO J t` a W o2o g oa W O K to ® Q ll°u5 'b 2 FN- U Z a w ZO 7,7.; J 0 LL to U J w p ant, T 1-1ay sa�,as `",11t, 1i " 1,,77, ��r.' LICENSE -•. ��'� *.: No. 58705� *_ - -0 ?off 9 Fss. �O F .4L LNG.?: 7jttlnrlr111,: A. LYNN MILLER, P.E. P.E.# 58705 TABLES: Design Pressure See Sheet 2, Table 1 {t { 20-7/8' y; p,.•" MAX. O.C. $ A -A _ HEAD ZONE "C" / c...-....e.�r / / I / / MAX0. / AX O.0 / / tRM:E Z / O 84-3/8^ HEIGHT N N MAX. DLO 4 \ D-0 \ 4W z4-9/16\ \ MAX. DLO\ \ \ \\ A -A SILL - ZONE "C' 37.112' MAX t DOOR FRAME W:)TH TYP-DtMENWNS-�O LOAD ZONES FOR SINGLE DOOR X SINGLE DOOR, X 14t9Dvc f RBYrSEp wa0 the FFxida Aagtam, Na 17-0 SO ((. G 1 Capireth•Gem 2v NOTES: • • • • • • •� C�a( 1) SEE SHEET t FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. • • 2) DOORS MAY BE LEFT OR RIGHT-HANDED. • • • • • • • • • • • ..1 ANCHOR OIiANTfTIES ARE BASED ON SPACING AS r-OLLONr (4' M-:N. O.0 F(: R COkCREt I. 4- M!N. O C FOR CMI. • • • • • • • • • • • • JAt.SBS (ALLj: 13•1la" MAX. FROM CORNERS AND 23-1,T MAX. O.C. tiFJ1b >4 61;1 UFm. 6. MAX FROM CORNERS a' MAX FROM 3TRA.,AL CENTERS AND b Tas' MAX. U.L. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • • 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. • • • • • • • • • • • • • • • • • • • • • • •• •• • • • X a00RS, j ALL.GLA&S TICPES_i ANCHOR TYPE ID StJ8S1RA 2, 3, WOOD' 3 ALUM ". t,2. CONO.. LOAD ZONES m a X U ii X FJ m x >< WIDTH.. MAX 25.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 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 2 6 2 4 2 29.50 79.75 83.75 87.75 91.7595.7531.5079.7563.75 W24, 87.75 91.75 ss.7s 6 2 4 2 6 2 4 2 T z a z 33 79.75 6 3 4 3 ` 83.75 6 3 4 T • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS ' AND ANCHOR TABLES. - JR - � 04I10/17 W w � / * : NO. 58705 s�ONAL ��`�� 111111111\ A. LYNN MILLER, P.E. P.E.X 58705 or XX DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 1 2 CONC 3ALUM LOAD ZONES m X 6 X m X h 3 X MAX FRAME WIDTH MAXDOOR 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 5175 79.75 83.75 87.75 91.75 95.75 5 4 4 2 W44 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 5 4 3 r66- 5 4 3 5 4 3 63.75 79.75 83.75 87.75 91.75 95.75 5 5 4 1 2 6 5 4 3 6 5 4 3 6 5 4 3 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 67.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 1 4 3 20-7/8' MAX. O.C. --� i 8" MAX. MAX. i 23-1/8" MAX. O.C. 95-3/4" MAX. FRAME HEIGHT I I IA-M I �--- 71-3/4" MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION HEAD I ZONE "D' 9. HEADMAX. ZONE 'D" 11-7 a i \ w / \ z N 91.3/4' �- 204/8' 9^ _-I -- SILL M' SILL ZONE "D" ZONE "D" 63-314" LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE 6" MAX. Design Pressure See Sheat 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 31NTO 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 "AT"* • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • • • . • • • • • • • • • • • •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC r REY7Bla -fth ue nea+. A..W-c Ne E.pkmu. D•te 1 2. �IMdrP [Ce••i F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS u AND ANCHOR TABLES. - JR - ° '00/17 ti LU ? °+ N o `1 co CD =7 0 jw C on O ° Q (DN y O Of N O 0 ac) zIL0 -J W V uJ cS ®� U Ui Tj �Mo.a tU .0 a ~O S2 W ov DMa W �> E J Lu oZrn 00 O U) °ty ILL O K co I»45 m ® O 0 u 2 = U Z z ¢ W U) O [L F J w U Q Q �i1u:a0 sagas �. kV LYN! ,SO......."' ., �'t .•' �1GENg'- F'�(�� No.58705 S+1ONA�p1 .,, / / L. t t t, A. LYNN MILLER, P.E. P.E.N 58705 TABLE 7: Design Pressu See Sheet 2, Teble 2 17-7/8' MAX. O.C. 6" B-B HEAD MAX. e- ZONE'E. 13-1/4' MAX. �- 23 MAX.. o.c. / n m w 9S3/4' Z z 84-3/6" MAX. O O MAX.DLO FRAME m m HEIGHT F-F a 33-518" I-AX. DLO 1 LI _g _ _ SILL 3 I- ZONE'E' 36-3/4" MAX. IDE LITE FRAME WIDT TYP. ELEVATION OF LOAD ZONES FOR SINGLE SIDELITE, O SINGLE SIDELITE, O NOTES: • • • • • • • • • • • • 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-i/4" MAX. FROM CORNERS AND 23-1/8' MAX. O.C. • • • • • • • • • • • • HEAD 8 SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-N4" MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • ••• ••• u•• • • 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. • • • • • • • • • • • • • • • • • • • • • • • • • • • O SIDE LITE, ALL GLASS TYPES ANCHOR TYPE 8 SUBSTRATE 2, 3, WOOD 3ALUM 1,2, CONC LOAD ZONES - m O w J rn o m o w J w O MAX SIDE LITE FRAME WIDTH FllEIG 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 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 1 2 4 2 4 j 2 4 2 4 i 2 4 2 4 2 4 2 4 2 4 2 21.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 1 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 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 1 3 4 3 6 3 4 3 7 3 4 3 7 i 3 4 3 7 3 4 3 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rreorwe r kEvmm as cemMYdL wit• me naddlt B..Fa• Cade Atceytasee Ma) - G •O traNr Date2_ b i�- �iat'Padr c..'d F) NEW SHEET COMBINING SIZE .� ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 W i � Y > v � as h O ❑ O C) u) e1°G O a OJ M a w o O J o Z Z D co o J = UL In ,6 U U ®� w M°.a W O W J GM0 t0 > $ W -L' Q U W t0 O N O aa45 2 H U Z 'a w LLOaf J Q J UJ UJ o U ? � Q O �711111 t11 i/// LYNtV _1GENSF'•, * : No. 58No�(.�5y87705 %�OS7ATE OF� � _. 7S!ONAL 1/111110/ A. LYNN MILLER, P.E. P.El 58705 xo & oxe ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2 3, WOOD 3 ALUM 1.2, CONIC LOADZONES m mgg Q O! w rn w x O 5 m x x Q 2 x m O w rn x O h rn x x x MAX SIDE LITE FRAME WIDTH MAXX DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 3 5 4 2 1 2 1 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 i 2 4 6 4 2 2 4 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 i 2 4 5 4 2 2 4 4 i 2 4 5 4 2 2 4 4 1 2 4 5 4 2 2 4 4 1 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 1 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 1 4 4 1 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 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 6 4 3 3 4 7 5 6 7 3 3 4 7 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 1 4 5 6 4 3 3 4 7 S 5 7 4 3 3 4 7 1 5 r6r7 4 3 7 5 1 6 1 7 4 3 3 4 ANUHUH UUAN I II -- IrIC-1----u,--- DETERMINED INDEPENDENTLY. 9" MAX. 20-7/8' MAX. O.C. 6- MAX. MAX. A3 1 B-B i J _ 13-1/4" MAX. 37-1/2" MAX. DOOR FRAME WIDTH 84-3/8" MAX. DLO / / E-E / 4 24-9/16" % MAX. DLO / r SEE TABLES 14, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 33.5/8" MAX. DLO 73-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH 13-114" MAX. 95-3/4" MAX. FRAME HEIGHT �yy _ I 36-3/4" MAX. SIDE LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION (OX SIMILAR) HEAD ZONX. � HEAD SONMA \ ;e \ w 2 \ O N O m m / � I+- 20.7/8",6. MAX 6" MAX. AX 9" M243/4 Design Pressure Reinforced: I See Sheet 2, Tables 1 & 2 Unrelnforced: See Sheet 2" Tehles 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 243/4" 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. Ik3D;cZ;i 1'Hu°'i'3�1 ss »fl6iieP `� 17.o-�Svrk•o��l, EXAMPLE: XO WITH GLASS TYPE B, 36" X 84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONIC. DOOR DESIGN PRESSURE _ -75 / -75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8' 4 ANCHORS @ DOOR JAMB 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 • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • *0* %EE• CKCLE1bVA:JES(YJ9fABLE 8. - SILL ZONE "D" SILL ZONE "E" • • • LOAD ZONES FOR XO CONFIGURATION . • & ANCHORAGE LAYOUT USED IN EXAMP r<• • • • (OX SIMILARI X = DENOTES ANCHOR LOCATION • • • • • • • • • • • • • ••••• • • • • • • ••• • • • •• •• F) NEW SHEET COMBINING SIZE °-, ELEVATIONS, ZONE ELEVATIONS m AND ANCHOR TABLES. - JR - 04/10M7 ti N Y U > i CD 0 naa 0w o OU N 3 a1o0 0 ccm y M ¢ D' VJ o O O J ClV LL UJ Z 0 = LL O U U m J (7j w J8 u.xo.p W w Z rn °6 LL O 0 0: ® O tea45 U F Z Z W TF O LL 0 X U .6 O Q anu saa O U. sa„as �.10Op1Y LYNNM/ V1GENgF •-�� IVp.567ps � /: OR.....• �� .S. ;S70NAL 1E140 A. LYNN MILLER, P.E. P.E.# 58705 OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 1 3 ALUM 1,2, CONC LOAD ZONES w J m m m m 4 = O I O j y a 3': X m , O J y ? O J 25 25 = x MAX SIDE LITE FRAME WIDTH MAX'k DOOR FRAME WIDTH VAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 1 2 7 4 2 3 4� 2 7 4 2 3 4 1 2 7 4 2 3 12.75 27.50 79.75 83.75 87.75 91,75 95.75 4 1 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4' 2 7 4 2 5 4 2 7 4 2 5 19.00 29.50 79.75 83.75 87.75 91.75 3 3 %84 5 595.75 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 5 5 3 8 4 2 5 5 3 10 4 2 5 27.75 33.50 79.75 83.75 87.75 91.75 9535 5 3 8 4 2 3 5 3 8 4 2 5 5 1 3 8 4 2 5 6 3 10 4 3 5 6 3 10 4 3 5 36,13 35.50 79.75 83.75 87.75 91.75 8 4 3 5 8 4 3 5 8 4 3 5 t 10 4 3 595.75 10 4 3 536.75 37.50 79.75 83.75 87.75 91.75 95.75 8 4 3 5 6 4 8 4 3 5 7 5 10 4 3 5 7. 5 10 4 3 5 7; 5 10 4 3 5 DETERMINED INDEPENDENTLY. 20-7/8" MAX. O.C. 6' MAX. 6" MAX. 6.. "w. f 24-3/4' MAX. O.C. 6" � A3 B-B MAX. 13-1/4" MAX, 1 J- / 23-116" / MAX. O.C. / / • 95-3/4" MAX. - 64-318" • FRAME / MAX. DLO HEIGHT Ef \ E� \ I 33-5I6' 24-9/16\ _ MAX. DLO MAX. DLO \ A 36-3/4" MAX. SIDE 3 3 LITE FRAME WIDTH 37.1/2• MAX. DOOR FRAME WIDTH �Unie�Sh�t2. inforcad: 109-1/2' MAX. DOOR + SIDE LITE FRAME WIDTH NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. TYP. ELEVATION OF OXO CONFIGURATION 2) DOORS MAY BE LEFT OR RIGHT-HANDED. (NOT AVAILABLE WITH REINFORCEMENn HEAD _ HEAD HEAD 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS ZONE "E^ ZONE "F'--�-ZONE "E" (4" MIN. O.C. FOR CONCRETE, 4" MIN, O.C. FOR CMU): JAMBS (ALL): 13-114" MAX. FROM CORNERS AND 23-1/6' / / I / m / w / o / N m � SILL SILL ZONELE'�ZONE"F'ZONE'E' • • MAX. O.C.SIL HEAD & L OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/6- MAX. O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 24-3W' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TOTHE NEXT AVAILABLE is SIZE. Z 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 0 14 & 15. m 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. • • • 7) •IDF•LITf• OVFRLEPS:O0jM 3/4" ONCE ASSEMBLED. •• • • • • ••• • ••• •• • • • •• 006 • • • • • • • • • • •• •• • • • LOAD ZONES FOR OXO CONFIGURATION • • • •. • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mOWC f ✓EYIlIgm ��...sWs wki, 0.6 IY! nip} Eaflra�y psee .L & Mt.,yC 1►t4 Wti C4lml •- F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS ' AND ANCHOR TABLES. - JR - 04/10/17 Y ID w i > N O u) .757 a �o u' v 0 a up O O C� [I 0 M c) p O a� O -L o LL Z LLI Z U Lw) o ®� i 6 t/7 w Fe V u'o .oN w nmo GW > J w in o2 rn O � o6 LL O I aay$ ® $ O O � S F D z J z a wIx O LL W J O O w U a O aN1J �sep saua5 ........ y10ENSF'• * ; No. 58705 10NAL LNG `• /�//1111111t A. LYNN MILLER, P.E. P.E.# 58705 XXO & OXX, ALL GLASS TYPES ANCHOR-YPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES < O `n W _ O m Q �( X o x X 3 x X ¢ O - _J ma }xu O G m Q X is I m o x X I tL U o x X MAX SIDE LITE FRAME WIDTH MAX'101 DOOR FRAME WIDTH FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 1 4 1 3 1 6 4 2 1 4 1 2' 3 4 2 5 1 4 7 4 2 4 1 2 1 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 2 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 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 2 4 2 3 4 2 5 4 7 4 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 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 6 4 7 4 2 4 3 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 1 3 4 3 5 5 8 4 2 4 2 3 4 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 1 2 4 1 3 5 5 3 6 5 8 4 2 4 3 1 5 27,75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 5 5 8 4 2 4 2 3 5 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 j 5 6 3 6 5 8 4 3 4 3 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 1 3 5 6 4 6 5 8 4 3 4 1 3 5 7 5 6 5 8 4 3 4 3 5 7 5 7 6 10 4 3 4 3! 5 7 5 7 6 10 4 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 1 3 4 1 3 5 7 5 7 6 10 4 1 3 4 1 3 5 DETERMINED INDEPENDENTLY. 9" MAX. 20-7/8" MAX. D.C. 6' MAX. 9" MAX. A -A L\ 23 118" MAX.. D.C. \ I 84,318" / MAX. n3 O / 4 \ 24-9/16 , / MAX. DLO ra. O N Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 24-3/4" MAX. O.C. Unreinforced: See Sheet 2, Tables 3 & 4 B-B 3 6' MAX. 23.118" SEE TABLES 1-4, MAX. DLO SEINFOR OR �REMENT IT 95-3/4" REQUIREMENT MAX FRAME / HEIGHT 33-518" MAX. DLO IF I I A3 3 36-3/4" MAX. 1.3/4" MAX. DOOR FRAME WIDTH SIDE LITE FRAME WIDTH 7H 107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION NOTES: (OXX SIMILAR) ZONE "D" ZONE "F" SILL I SI cL •SILL• • • LOAD ZONES_ FOR XXO_CONFI(:JF?ATION • (OXX SIMILAR) • • 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 no CENTERS AND 20-7/8' MAX. O.C. z HEAD & SILL OF SIDE LITES: 6' MAX. FROM Q CORNERS AND 24-3/4" MAX. O.C. N m 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE • SidEETS44&45. •• • 66) CENFOSURATIONS WHERE THE DOOR LOCKSTILE •ABLrrs Al." LITE ARE NOT AVAILABLE WITH • `2JIIQFO0'C EIrN . • • 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • rxooucraevNM ltl ampt `i with the ru" Ampta.ee N• 17- C Sbq. 0 I 6apleAiew D•!e-Z 6h•N tMrh- wet Ce•Ini F) NEW SHEET COMBINING SIZE .� ELEVATIONS, ZONE ELEVATIONS ' AND ANCHOR TABLES. - JR - 04/10/17 Y >_ W o O to 0 N Z m O� Lo OJ �y � o O o LL Z W Z o UUo ®� J W Tg u Mojo F- m�7. J oN JMO W I.-> Ill m o F Z s 8 LL O O _N Q° O � laa4$ U LU Z Q W X aw s o LL O w D o U J 0 � Q � p aqg sap Ad `j11111 urn/�� NY LY/V , ........ *' i ' C10ENgF'•. �� * N0.58705 ' �1' _ # •. ; S70NAL IEN ` A. LYNN MILLER P.E. P.E # 58705 OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3 3, WOOD ALUM 1,2. CONC LOAD ZONES m < O wj� N _ I O 1 m = x x m Q O w V = O x MAX SIDE LITE FRAME WIDTH MAX ')OC FRAME WIDTH FRAME HEIGHT 10.75 47.75 79.75 53.75 87.75 91.75 95.75 4 2 16 4 1 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 27 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 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 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 2 3 4 2 3 4 %37 2 5 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 31 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 8 4 3 5 7 5 8 4 3 5 7 5 1101 4 1 3 1 5 7 5 1101 4 1 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 8 1 4 1 3 5 6 4! 9 4 3 5 7 51 9 4 3 5 7 5 10 4 7 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 6' MAX- 23-1/8" MAX. O.C. 6" 20-7/8" MAX. 9" MAX. 9' MAX. 6' MAX. � � 8" MAX. � 24-3/4" MAX. O.( B-B I A I 3 / \ SEE TABLES 1-4, SHEET FOR g / \ REINFORCEMENT REQUIREMENTS. F 8X. OLD ® / H MAX. DLO %GCS /E-E \ U / 4 24-9116\ / _ 33-5/8" MAX. DLO\ / MAX. DLO E3j3 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 TYP. ELEVATION OF OXXO CONFIGURATION �ZONE'E" � ZONE'P�- ZONE"F"t-ZONE'E' 23-1/8" / \ m / \ z / \ O m \ / IAX. 9., MAX. "' 20-71a"M.ONE' t.-� r 24-3/4SILL ' Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreinlorced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR I TYPE DESCRIPTIONS. 5-3/4' 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 4AX. LAME 3) ANCHOR QUANTITIES ARE BASED ON TIGHT 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" HIGH 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 w z 2 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 60 • •(• )4SEE/CIR`LE%VAjUES ON TABLE 11. • 4: �DENOjS 4C4� LOCATION. E. SILL SILL SILL • • • • • • • • • • ZONE'F" ZONE'F" • Z<;NE'E• � : • • • • LOAD ZONES FOR OXXO CONFIGURATION : : • ;. ;. • • & ANCHORAGE LAYOUT USED IN EXAMPLE • • ' 000 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HoDUC f REVIISM M�••pdY(wN� dir F1a11da Aeeo u�[e Ns I 'O • O I fiap4slr D•&r_ LLZ5LjZ2 �� i . Coww D'dlr uct CaMwl F) NEW SHEET COMBINING SIZE u ELEVATIONS, ZONE ELEVATIONS 'm AND ANCHOR TABLES. -JR- a 04/10/17 w d n Y Ur N O j naU u O p No o U) } aloa O (� N 9 9J M N ryto i u o OLLS �� w Z � J � Uw o ®m a co i s w w �Mo p oN W J JNC �>� w o Z $ p tL O 05 rh 0 Q aav5 ® Q 0 F- i V Z a' w F aroas o w w p J w i O o O Q O 0 alto ro:ap saua5 ``11111111 /// NY LYNN ` �'��'•�10ENSF'-�� _ * No. 58705 IPAO�' (12 �C�S1S/O ORID �NG\?� /�ONALj0,1 ` A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HoDUC f REVIISM M�••pdY(wN� dir F1a11da Aeeo u�[e Ns I 'O • O I fiap4slr D•&r_ LLZ5LjZ2 �� i . Coww D'dlr uct CaMwl F) NEW SHEET COMBINING SIZE u ELEVATIONS, ZONE ELEVATIONS 'm AND ANCHOR TABLES. -JR- a 04/10/17 w d n Y Ur N O j naU u O p No o U) } aloa O (� N 9 9J M N ryto i u o OLLS �� w Z � J � Uw o ®m a co i s w w �Mo p oN W J JNC �>� w o Z $ p tL O 05 rh 0 Q aav5 ® Q 0 F- i V Z a' w F aroas o w w p J w i O o O Q O 0 alto ro:ap saua5 ``11111111 /// NY LYNN ` �'��'•�10ENSF'-�� _ * No. 58705 IPAO�' (12 �C�S1S/O ORID �NG\?� /�ONALj0,1 ` A. LYNN MILLER, P.E. P.E.# 58705 ``11111111 /// NY LYNN ` �'��'•�10ENSF'-�� _ * No. 58705 IPAO�' (12 �C�S1S/O ORID �NG\?� /�ONALj0,1 ` A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE �� 2X WOOD BUCK, NOTE 1 �— —1/4' MAX. SHIM DOOR HEAD (WOOD) EMBEDMENT —►{ 1/4" MAX. SHIM i 1 EDGE DISTANCE l STAGGERED ANCHORS I 2X WOOD J BUCK, NOTE 1 DOORJAMB(WOOD) SEE TABLE A, SHEET 1 �1/4'MAX. SHIM EMBEDMENT EDGE SEE TABLE DISTANCE A, SHEET 1 1X WOOD, �- BUCK, NOTE Y - EMBEDMENT — 1/4" MAX. SHIM SEE TABLE A, SHEET 1 DOOR HEAD (CONC) EMBEDMENT 1/4" MAX. SHIM 7 l EDGE DISTANCE --I/ - i • `., STAGGERED j ANCHORS � `' SEE TABLE A, SHEET 1 1X WOOD BUCK, NOTE 1 DOOR JAMB (CONC) SEE TABLE A, SHEET 1 t1/4" MAX. SEE TABLE A. SHEET 1 ' 'EMBEDMENT EDGE DISTANCE SEE TABLE A, SHEET 1 — —1/4" MAX. SHIM ("SEE TABLE A, SHEET 1 J'A DOOR HEAD (ALUMINUM) 1/4' MAX. SHIM EDGE DISTANCE STAGGERED ANCHORS SEE TABLE _j A, SHEET 1 DOOR JAMB (ALUMINUM) F-SEE TABLE A, SHEET 1 4" MAX. SHIM SEE TABLE A, SHEET 2X WOOD EDGE DISTANCE EDGE DISTANCE 4-- EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (CONC) • • DOO•I.L� I.USIIIClLWIp DOOR SILL (WOOD) . R i • • • • • • • • • • .. ... .. . . . . 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS %PICTED 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). LENGTH OF THE SI L THAT IS NOT T GHT TO THE SUBSTRATE AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD �E PAP ER OP fitAST� IS :E(ZlJitED'�E;N/EEN THE GROUT AND WOOD SUBSTRATE OR AS APPROVED BY THE AUl HOR!TY HAVING JURISDICTION. • • • : • : i • � _WERIOR R 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. `A`L HEAD & SILL SECTIONS) • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ►AODUC F kEVM e s ow.pg ft wilb ek rip" brdbq Ce4 Eap4-nMe D.ee-�. rta.an.�a. �c..•ee F) CLARIFIED DETAILS, ADDED ALUMINUM. - JR - 04/10/17 W d L > w o � "'a p Lo o O0 } r �� aloC O iD N Q t cr O OJ m d cn o O-1g �� Z LLI ZLLCID J S U 7 ®E g LLI W --7, on > a W un oZrn $ 0 U) LL O � J � � S laa4 ® �" W = U LLO LL Z e ors J 0 O w � O U J as saLL LYNN * N0.58705 -10 '.Q F� 14j Cass/O ORID :0 . NALI\� A. LYNN MILLER, P.E. P.E.# 58705 SEE TABLE EDGE DISTANCE 2X WOOD EDGE DISTANCE A, SHEET 1 EDGE DISTANCE BUCK, NOTE 1SEE TABLE f EMBEDMENT —A, SHEET 1 EMBEDMENT I WOOD 1/4" MAX. SHIM 1/4" MAX. SHIM BUCK, 1/4" MAX. SHIM NOTE1 SEE TABLE SEE TABLE SEE TABLE A, SHFET 1 A, SHEET 1 A, SHEET 1 SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) SIDE LITE HEAD (ALUMINUM) SE TABLE -� EMBEDMENT I�--�— EMBEDMENT �A, SHEET 1 114' MAX. SHIM il4" MAX. SHIM I 1l4" MAX. SHIM 4A�r— SEE TABLE EDGE DISTANCE JEDGE DISTANCE EDGE DISTANCE A, SHEET 1J SEE TABLE EE TABLE A, SHEET 1 , SHEET 1 1 41 ._SEE TABLE A, SHEET 1 2X WOOD BUCK, NOTE 1 1X WOOD BUCK, NOTE 1 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) SIDE LITE JAMB (ALUMINUM) SEE TABLE A, SHEET 1 r SEE TABLE A, SHEET 1 SEE TABLE A. SHEET 1 I 1/4" MAX. SHIM /I 1/4" MAX. SHIM 1 X WOOD BUCK, NOTE 1 1/4- MAX. SHIM SEE TABLE �A, SHEET 1 EMBEDMENT SEE TABLE - �" c� A, SHEET 1 •• �- - EMBEDMENT 2X WOOD " - - EDGE DISTANCE BUCK NOTE 1 EDGE DISTANCE SIDE LITE SILL (WOOD) �- EDGE DISTANCE ••SIngLi ;S L� (AIL IMIN EJM) SIDE LITE SILL (CONC) • •• • . • . 1. WOOD BUCKS DEPICTED AS 1 x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CO"ET?OVCML?&0015 BU;SUEMCTED 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.),4(DONE BYQTYER66WUST FU6LY SUgPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# I:EL= PAPO OR MA:TIC IS:lEQUIRL•D IIETW E LIN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • •• )c ERIO NTERIOR I— 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. • • • (ALL"AD & SILL SECTIONS) ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MnoRUC f RFYtlIIIIIIIIIIII as a o4b%wkb at M7o" YWInM a.& Al-04 nN• 1%-0)-U .OI 6a'ir•Ln RHe 2G22 11A.r✓C�k� �l F) CLARIFIED DETAILS, ADDED ALUMINUM. - JR - 04/10/17 w O O UD a zN ao o c] a 1n O O J col, " Z Z LL IDo� J WUo = W Te co °gyp on, ~O W J JMp I.- % LU Lo 0 w u' O laa45 J U y Z W z a,oa5 O LL Lll H J U W O J O LL Q U) ail!1 � sap s ��as ,,111ii ill//,� GENgN * No.58705 s`S'ONAI A. LYNN MILLER P.E. P.E.# 58705 JOB NAME /ADDRESS: ACOSTA RESIDENCE 128 NE 99thSTREET MIAMI SHORES, FL 33138 DESIGN CRITERIA FLORIDA BUILDING CODE 2017 WIND CODE: ASCE 7-10 MEAN ROOF HEIGHT: 15.00 EXPOSURE: C BUILDING RISK CATEGORY II CONSTANT: 0.00256 (GCPI): 0.18 WIND VELOCITY (V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT (Kz): 0.849 (Kzt): 1 FLAT ROOF: N/A -i Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 = 56.58 p.s.f. ; W= Q (GCP +or- GCPI) P= 0.6 W .......... (ASD) r P= W ............... (LRFD) f nS 13ELLU 13131•SMIN STREET • "itt04 •••• • MIAMIALORICW 33186 • .. .. .. .... T. (305)278-7776 • • • • • • F.430414e.7473 • • WWW.BILLONMILANES.CL•fM: •• •� 16 ••••, • 4R(-H1T6CTURE • L4NL?Pj4ANING • • lI�T�RjORS ••••� CONSTRICTION MANAGEMENT •••• CALCULATIONS PROCEDURE EXAMPLE, USING MARK (A) W(+)= ..............56.58 p.s.f. ( 1.0000000+ 0.18) = +66.76 p.S.f. ..........P(+)= 0.6(+66.76p.s.f.) = +40.06 p.s.f. W(-)= ..............56.58 p.s.f. (-1.1000000 - 0.18) = -72.42 p.S.. ..........P(-)= 0.6 (-72.42 p.s.f.) _ - 43.45 p.s.f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.R.= 36.13 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. A CASEMENT IMP. 27.500 32.000 6.11 40.06 -43.45 B CASEMENT IMP. 33.500 34.000 7.91 40.06 -53.64 C CASEMENT IMP. 29.500 32.000 6.56 40.06 -53.64 D FIXED IMP. 35.000 , 32.000 1 7.78 40.06 1 -53.64 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ff.= 77.17 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. Gcp (+) Gcp 1 FRENCH DOOR IMP. 72.000 80.000 20.00 38.25 -50.03 END (5) 19-1126.08 0.94684485 -1.29368971 2 FRENCH DOOR IMP. 32.000 81.000 18.00 38.53 1 -50.58 END (5) 17-0504.01 0.95492460 -1.30984920 3 FRENCH DOOR IMP. 34.500 80.000 19.17 38.36 1 -50.25 END (5) 17-0504.01 0.95009527 -1.30019055