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Building Permit Application
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 2 01 Permit Number: xV - � RECEIVED Building Permit ApplicationED 2 8 2018 Planning and Development Services Building and Code Regulation Division e County, Permitting 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMIT APPLICATION FOR: Window/door PROPOSED IMPROVEMENT LOCATION: Address: 33 MAJESTIC WAY Legal Description: QUEENS COVE-UNIT 1-BLK 13 LOT A(OR 526-1674:2646-1859:3029-1483) Property Tax ID#: 1414-701-0114 Lot No. Site Plan Name: 33 MAJESTIC WAY Block No. Project Name: LIND K ROSENDAHL Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: REPLACE 3 WINDOWS & 3 DOORS WITH IMPACT. SIZE FOR SIZE. CONSTRUCTION INFORMATION: Additional work to be nertormed under t Ispermit—check all appy: ❑HVAC Gas Tank F]Gas Piping _Shutters ✓Q Windows/Doors ❑Electric ❑Plumbing Sprinklers ❑Generator ❑ Roof Roof pitch Total Sq. Ft of Construction: 75 SQ FT S . Ft.of First Floor: Cost of Construction:$ $17,930.00 Utilities:n Sewer E]Septic Building Height: 20 OWN ER/LESSEE: CONTRACTOR- Name Ltw d& � 0061 vyWO Name: WAYNE THOMAS BURNETT Address: 33 YW,,&,,c5 % (, UJ a-i Company: FLORIDA HOME IMPROVEMENT ASSOC. City: S Q k u1 Lu C l e. State:FL Address: 3044 SW 42ND STREET Zip Code: 3,4q'M Fax: City: HOLLYWOOD State:FL PhoneNo. �"3Scl ��a� Zip Code: 33312 Fax: E-Mail: Phone No. 954-792-4415 Fill in fee simple Title Holder on next page(if different E-Mail: PERMITS@FHAPRODUCTS.COM from the Owner listed above) State or County License: CGC#061890 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW`INF.ORMATION DESIGNER/ENGINEER: x_Not Applicable MORTGAGE COMPANY: X Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: x Not Applicable BONDING COMPANY: X Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie Countyy makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in contlict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement u be recorded and posted on the jobsite before the first inspection. If you intend to obtain financin , c ul with lender or an attorney before commen 'n work or recordingour Notice of Comme e S gnature o Owne /Lessee/Contractor as Agent for Owner Signa a of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF t_yuE COUNTY OF S% Z616 { Theforgoing instrument was acknowledged before me The forgoing instrument w�cknowledged before me this 1�� day of &30V Er�dgCZ 20 l by this�X/ day of A/C 20 �� by /7L L WAYNE THOMAS BURNETT (Name of person ac I + (Name of persona nowled in ) (Signature of Notary Public-State of Florida) ( ' nature of ry Public-State of Florida) Personal/ Known OR Produced Identification so nown OR Produced Identification Y -� Type of Identification Produ y Identification Produced Y v Notary Public State at"onaa i° F n co M Almeida :µ' ': Mli3UEL Commission No. i Q emission GG 139459 ommission No. 4684RCAQ0 • Expires 08/29/2021 MY COMMISSION#00095745 %Z Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS RECEIVED Florida Home Improvement AssociatesBr rd Tah 954.792.4415 L(anse No.CGC 0616901 ti844818 noru�.. N O V 2 8 O 0 p Mla I Ode TO 305-645-4469 3C44 SW 42nd St,FL Lauderdale,FL 33312 ISCMB Fax:954.792.2170 G tW :FHAPRODUCTS.COM Job# G 0 9 7 " C1" S . �e Pe �OEhmail: NFO@FHAPRODUCTS.COM Replacement $ifttyy, Perrrnitting Name: L i �✓�r9Q�SG Home once: Flus.Phone: Address City State Zip This Contract is made and entered into this_cot' day of 111X/", 2v-iW and between Flodda Home-Improvement Associates,InG a Florlda corporation("Contractor"or"FHA"),and owners)named above of the residence located at the address listed above("Owner'). tv .Contractor agrees to perform the work described below: Directions are viewed from the Inside. t 1 - t replaced.(NOTE:Removed items are likely to be damaged.) On sliding glass doom Active and Fixed i Prepa o ni a ssaryto receive replacement units. Partes me Identified. on casements N4 I_� F Energy Storm Saver_Simonton Vinyl Insulated and single French doors the hinge Is Identified Right Hinge and tett i inge. l_Alumin Insulated,_j_Aluminum Nan4.1ated On Double-French Doom the more active door is Identified 41 Doors: FHA Energy Storm Sever_Aluminum Insulated, 3 Aluminum Non-Insulated lmpad:( x} Non"hftpaet:( } [olor:.White; Tan: Bronze: Grey: MRI Finish: Double Hung +na a Hri¢q Casement MUM Ulfndow Yes( )No( ) Standard_ Qty_ qty City— Ory ft--L Qty—L Custom 3�� El Lall LH RH arnvE m oa Sfldlno 61oss Dear Sinafe French f1211 Amble French Daae G me AA AF FA` FAAF AAF FAA RH( .) .LH( ) RA( ) LA( ) Qtv City A gtvL qty_._. RN/_ City w(I, / City— Glass: ityt3)ass: ezfj3—a 4eAA �SLGU7i R• INITIAL HERE Warranty: Manufacturees Warranty sent upon competition, 5) Work NOT toVZ e replaced:R Ll GZ�/TS /Ve r 'd� ®�Ye d�+NFTIALHERE-3� 6) Ifapplirable,removing shutter panels,and/or securitybars. iNiTiALHERE-4 7) 5 ecI(Instructions, _ a .�.g rGi �y T.r/r o Za i9 iso .•�sa:= 4) Cleanup Job debris and provide necessarypermits and Insurance. 9) tPapplicable,In 64 event that Contractor is un4ble-for whatever reason to obtain propq permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. (No finish work other than normal installation is to be done unless noted below.) Additional Work: Schedule:Contractorshall comme ce the work wlthin Od ys after execution of the Centrad(the"Commencement Date")and shall endeavor to complete all Work hereunder wl;9 .days after the Commencement Date. Contract Price The TOTAL PRICE for all tabor and Materials(Including any applicable discount)is $� _�y.DO Sales Tax,[_ 7Gi $ Down Payment $ ��.00 (If applicable) Balance Payable $ Total Contract Price $ Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Final Afflclault to owner,substantially similar to the forms Included In cheater 713.Fieri es 120051. Ckde one:1YES o N01 er elects to apply fol frnoncing of the above-statue lump sum amount.if yes is circled,see ffnoncfng agreement dndreloted doe Notice to the owner,Iffinandns Is being obtained by Owner. ah Do:nctslysthis homeimprommentcontract(MKiudingfinancing doc anems)In blank b).You are entitled to a copy of tha contract at the time you sign.Keep it to pretactyour legal ri;htt. c).The%wdal documents attached to this home Impreyement contract may contain a mortgage or otherwise create a lien on your property that could be foreclosed an if you do not pay.Be sura you understand ail preubions of the contract and financial docu,nants before you six". MISIAlaneous:This contract contains the entire contract of the parties,It slay not be changed orally but only by a signed change order or other written amendment.The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. iN WITNESS WHEREOF,the Parties hereto have executed this contract,under seal,as of the day and year first above written. You Mie Buyer may cancel this tranaactlan at any time prior to midnight on the third businesa day after the date of this transaction. See the alta ed notice of cgneallation form for an explanation of this right. mer;, �f/Jl G Co tea r,FH natu Owner Name& (Signature of owner) Date Home Owners Association Narne;sr o✓ a✓rrG Phoned. YES 010 NO( ) Butlding Name. CLIENT INFORMATION PROJECT INFORMATION SPEGULTY ENGINEERING CONSULTANTS,Inc FLORIDA HOME IMPROVEMENTS ROSENDAHL RESIDENCE 780197 yy,a�L,1NFBp��c 1X21 me . 3044 SW 42nd STREET 33 MAJESTIC WAY x 1t 33426 FORT LAUDERDALE, FL 33312 HUTCHINSON ISLAND, FL 34949 INSPECTOR NOTE: WOE-BRGSA6D-PAW BF/l2N INSPECTOR NOTE STRUCTURE WAS DESIGNED BASED ON THE FL W./W6217 REPAIRS ARE OF A LEVEL 1 ALTERATION IN 2017 FLORIDA BUILDING CODE AND OPENING MODIFICATIONS TO ACCOMMODATE °6I �1>\ ss1-M-saw oNE� ACCORDANCE WITH OF THE EXISTING ASCE 7-10, 170 MPH (3 SEC), EXP. C. NEW SGD's b3, #4,k#5 561.-732-W42 FAX BUILDINGNG C CODE RISK CAT. 2. NOTES NEW TOP TRACK SEE NOA 1.ALUMINUM SHALL BE 6063-T6 MIN. EXISTING STUCCO FOR FASTENING INSTRUCTIONS 2.ALL FASTENERS SHALL BE GALVANIZED MIN,UNO. 3.WATERPROOFING,BY OTHERS. 4.OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 5. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE B. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. EXISTING PLYWOOD 7.NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. SHEATHING EXISTING DRYWALL EXISTING WOOD (2) PANEL SGD SHOWN, STRUCTURE 2 DETAIL IS STILL VALID FOR EXISTING 2x STUDS NEW Y'PNUTM.. S2 I MULTIPLE PANELS NEW INTERIOR Y'ALUM. PLATE,TRIM TO FIT W.ATTACHED WOOD TRIM WITH (2) ROWS OF$14 x 3'WOOD SCREWS O 8'D.C. 112'MAX. STAGGERED. I NEW IMPACT SGD, 1 SIDE TRACK (PROVIDE(2)WOOD SCREWS 3'FROM ENDS) BY OTHERS S2 SCALE:3'= 1'-0' I NEW Y4'ALUM. I RECEIVED I PLATE I NEW Y'ALUM. PLATE NOV 2 8 2018 1 S2 I 9T.Lude County,PermRUng a EXISTING STUCCO $ EXISTING PLYWOOD EXISTING WOOD I I EXISTING DRYWALL SHEATHING " [ � FRAMED STRUCTURE EXISTING HEADER oo oo 3 PARTIAL ELEVATION TYP. NEW INTERIOR S2 SCALE:N.T.S. WOOD TRIM Y'ALUM. PLATE,TRIM TO FIT t6'.ATTACHED WITH (2) ROWS OF#14 x 3'WOOD SCREWS®8'O�G�;" pAiW STAGGERED. `�`(.P .4o 11 CEN.4Fe'' NEW TOP TRACK SEE NOA `� No.77012 �s FOR FASTENING INSTRUCTIONS =y�? s All TE 2 TOP TRACK '.'� •..... 6�, 52 SCALE:3'= V-0' ' �q,nnnnnun..•o• CLIENT INFORMATION PROJECT INFORMATION SPMALTY FINGINEFFUNG CONSULTANTS,Inc FLORIDA HOME IMPROVEMENTS ROSENDAHL RESIDENCE 780197 `�4�(�1NE pfym 6sEJ.218 AVE 3044 SW 42nd STREET 33 MAJESTIC WAY a eorxr�x FACH.FL 5426 FORT LAUDERDALE, FL 33312 HUTCHINSON ISLAND, FL 34949 INSPECTOR NOTE: y WOE—6ROWO—PALM BEACH REPAIRS ARE INSPECTOR OF A LEVEL NOTE ALTERATION IN STRUCTURE 0�FLORIDA BUILDING EASED ON THE '� AGI bray FL G 15429217 ACCORDANCE WITH 503.1 OF THE EXISTING ASCE 7-10, 170 MPH (3 SEC), EXP.C. OPENING MODIFICATIONS TO ACCOMMODATE 551-752-5542 OFFICE BUILDING CODE. RISK CAT. 2. NEW SGD's X3, 4, k #5 581—752—5542 FAX NOTES NEW TOP TRACK SEE NOA 1.ALUMINUM SHALL BE 6063-T6 MIN. EXISTING STUCCO FOR FASTENING INSTRUCTIONS 2.'ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 3.WATERPROOFING,BY OTHERS. . ,F :ti•:•::.:,•j, ;, 4.OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 5. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE 6. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. EXISTING PLYWOOD 7. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. SHEATHING EXISTING DRYWALL EXISTING WOOD (2) PANEL SGD SHOWN, STRUCTURE 2 DETAIL IS STILL VALID FOR EXISTING 2x STUDS NEW Yi FIAT S2 I MULTIPLE PANELS NEW INTERIOR Y°ALUM. PLATE,TRIM TO FIT f6',ATTACHED WOOD TRIM WITH (2) ROWS OF#14 x 3'WOOD SCREWS®8.D.C. r 112° MAX. STAGGERED. NEW IMPACT SGD, 1 SIDE.TRACK (PROVIDE(2)WOOD SCREWS 3'FROM ENDS) —" --, BY OTHERS S2 SCALE:3'= 1'-0' I NEW Y•ALUM. I =RECEIVEDPLATE NEW Y.'ALUM. PLATE m I EXISTING STUCCO IXISf1NG PLYWOOD HLE ' P.Y EXISTING WOOD I I EXISTING DRYWALLSHEATHING FRAMED STRUCTURE EXISTING HEADER oo i i 3 PARTIAL ELEVATION TYP. NEW INTERIOR 52 SCALE:N.T.S. WOOD TRIMVFOR Y'ALUM. PLATE,TRIM TO FIT f6',ATTACHED aA""""' WITH (2) )EOOWS OF#14 x 3'WOOD SCREWS�`�' t�e•,,�,, - No.77012 2 TOP TRACK SEE NOA _ c ':n FASTENING INSTRUCTIONS * N®v 1#201STATE O 2 TOP TRACK �ll. s+ 52 SCALE:3•= 1'-0' a„ +P'OF 2 - FHA. DIAGRAM $HEET NO CHANGE IN s liveis><a FENESTRATION PROPOSED.FW ^.'-`„ sbom enpncrv�nn�r�s .MEARONGTECH'� MEASUl1E WE SIZE FOR SIZE. Mts�eRGla#ras " FRANCISCO 11\9\201 8 ROSENDAHL 780197 © HOUSE 18 1 , 2 MULLION iX3X.6X48 ALUMINUM (+170/-170) MULLION iX4X.6X83 ALUMINUM NOA 17-0630.01 (+52.9/-52.9) OPENINGS#1 AND 2 NOA 17-0630.01 PLEASE SEE ENG DETAILS OPENINGS#3,4 AND 5 PLEASE SEE ENG DETAILS 21 5/8 x 43 SHGC:0.5100 UF:0.9900 70-1/2 X 79-3/4 106-1/2 X 44 (+/-80)17-0614.11 SHGC:0.42 109-1/2 X 79-3/4 SHGC:0.5200 UF:1.10 SHGC:0.42 UF:1.09 (+/-60)17-0420.12 UF:1.10 (+/-60)17-0411.06 (+/-60)17-0420.12 71-1/2 X 79-3/4 •w y SHGC:0.42 UF:1.10 (+/-60)17-0420.12 K7•a O �• Ca r lv 5TM Rs, 60;H . o�F ENTRE •.. B eD 2 . 0 RECEIVED wl K , NOV 2 8 2018 yo ST. Lucie County, Permitting 70 1 f HAS: DIAG .RAM=S -f f a - . NO CHANGE IN � ��orida FENESTRATION PROPOSED. vote+alft MEASURIM61TECH, MEASURE DATE SIZE FOR SIZE. FRANCISCO 11\912098 - __..CUSTQMEWSMAME ;M LEAD iili. ER- TYPE;OF PROPERTY �:, RODE HEIGifi FL(SOR NUMBERP ; •TOTAL#QF FLOOKS ROSENDAHL 780197 HOUSE 18 2 2 73-3/4 X 44 SHGC:0.52 o UF:1.09 (+/-75)17-0411.06 0 14.SEP I.. IDAYN 8•o LE RECEIVED 25 NOV 2 8.20 18 2 ST. Lucie County, Permitting ti i M IAM I-RADE MIAMI-DADS COUNTY r Mao PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DWISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includin ION: Series"PW-701/720/820"Aluminum Fixed Window-L APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13,with revision C dated 06/06/17,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 Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA. shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0629.14 and consists of this page and E-3, as well as approval document mentioned above. RECETMD_ The submitted documentation was reviewed by Jorge M.Plasei cia,P.E. NOV 2 8 2018 MiAMI•DADE COUNTY ST. Lucie County, Perms No. 17-0614. e - bruary 19,2019 v o s Approval Date: October 12,2017 ' Page 1 Y 'PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal° spacer system, Super Spacer®NXTTM spacer system and XL EdgeTm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous 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) Jorge M.Plasencia,P.E. Produd Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-1 SGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014) and FBC-61h Edition(2017), dated 09/15/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGIas®(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. Jorge A Piasencia,P.E. uct Control Unit Supervisor P�r NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6a' Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda,P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous 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. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-3 GENERAL NOTES:SERIES 720/820 IMPACT-RESISTANT PRODUCT REVISED FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING as C001*11110 With the Florida Bellding Cod* VARIES1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH RATED FOR LARGE&SMALL NIOA-No, 17-0614.11 S E E SI•@£TS 2-5 MISSILE THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE IMPACT RESISTANCE Expiration D o 02/19i201e HIGH VELOCITY HURRICANE ZONE(HVHZ). 48"TIP-TO-TIPWIDTH 2)SHUTTERS ARE NO'REQUIRED WHEN USED IN WIND-BOR14E DEBRIS 47'BUCK WIDTH 48'BUCK MDTH 48'BUCKWIDTH By REGIONS.FOR INSULATIZO CLASS INSTALLATIONS ABOVE 3VIN THE 44.1/4'VISIBLE I Mta do Product Comm I t HVHZ THE OUTBOARD LITE(CAP)MUST TEMPERED, U�HT WIDTH "VI LE 46-1w VISIBLE LIGHTWIDTH LIGHT WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY SHEET(I I 6"MAX. 6'MAX F,SHEET 8 2'MAX: MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS _r---D,SHEET7 H,SHEET9 USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 ANCHOR TYPE. CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER LID ti jf 4)ALL WOOD SUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED AI A C C E,SHEET B I E,SHEET8 IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET SHEET6 SUCK SHEET SHEET GSHEET G, EET 9 INSTALLED DIRECTLY TO SUBSTRATE,WOOD SUCKS DEPICTED AS 2X HEIGHT L gel JR-O&W17-UPDATED ARE 1-10 THICK OR GREATER.IXAND 2X SUCKS"EN USED)SMALL —-—-—-— BUCK ANCHORAGE TO FBC 2017. BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 7—-—-—- HEIGHT -—-—-—-— 93./4" WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY -- - 02-1141 1 L_ T OFTHE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR).. 12-MAX VISIBLE 12"MAX, 93-IW VISIBLE O.C. LIGHT D.C. VISIBLE LIGHT HEIGHT LIGHT HEIGHT NARROW JOINT SEALANT I$USED ON ALL FOUR CORNERS OF 1�-IE HEIGHT 96" 5)ANCHOR EMBEDMENT TO BASE MATERIAL SPALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. 06, TIP-TO BUCK 7wa- SEAUNGFLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL TIP 5"MAX. HEIGHT 16 O'Q I - INSTALLATION SHALL HE DONE BY OTHERS AND IS BEYOND THE SCOPE 00� 11 0 d OF THESE INSnUCTIONS. 1, 0 _r) 00 wo 6)MAX 1W SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE 0 'r _-) _j m �iu 2 THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE 1 0_J Q z 79- 6! _j OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,By OTHERS,MUST L�B 121 MAX.0.1. D 12'MAX.O.C. F.SHEET 8 z L�SO Q BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM By V MAX SHEET 6 MAX SHEET 7 2'MAX H.SH LU �o z THE WINDOW. 0 MAX.O.C. 6 LUQ 0 U.1 5 TYP.FLANGED FRAME z 7)DESIGN PRESSURES: D�E_EQUA�-L�G FRAME TYP.FIN F 0 12 0 axa A.NEGATIVE DESIGN LOADS BASED ON LAS PER TEST ELEVATION TESTED UNIT ELEVATION(TESTED UNIT) FRAME ELEVATION rl �t z z PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. (TESTED UNIT) 0 2�0) 8 0 2 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, P_ ILL STRUCTURAU CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1: :5 0, PER ASTM E1300, GUIDE TO SHEETS-. 12'0.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM(HE rA5LE5 ON SHEETS 2-5. LU GENERAL NOTES..,....._...,,......,«1 , A 0 ELS ANCHOR SPACING TO BE 6"MAX FROM CORNERS AND Ir D.C.MAX FORALL CURVED FRAME Z 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS_..........._.,._........; MEMBERS,SEE FIGURE 1,THIS SHEET. RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS........._...._....,,__2-5 1 PRESSURE,THE 33-1/31A STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES...._.........,,2-5 12*O.0 0 O z THE DEBI ON OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION. MAX MOTH WIDTH WIDTH F-WIDTH-H a z ap-s U ON,EQUAL-LEG.-»„7 r--,% f-- --1 _j — SED FORTHE EVALUATION OF ANCHORS INTO WOOD ANCHORS THAT '"S IALLATI T rQF'Z- 7 T COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION,INT. 0 �E 0 3: 9 21 caq INSTALLATION,INT.FIN B.........9 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORNER ASSEMBLY.. J-1 o t0 w 1r op CORROSION RESISTANCE- 0 LU Z 3. EXTRUSION PROFILES...............11 u �9 w 0-0. 9)REFERENCES,TEST REPORTS FrL-38W,3850&7212 PARTS UST.._____I MAX =I X I ,I U. (D ECO J_ L _j IatlUI—I sauas ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ALUMINUM DES40N MANUAL TABLE 1: T WOTH F-WIDTH WIDTH--i 'WIDTH--1 11141" Typo --I T- I-- LYI - IO)THE720SERIES USES APVB INTERLAYER,THE 820 SERIES DesOption Set T USES AN SO INTERLAYER.THE 720 AND 820 SERIES MAY ALSO BE If !E CENT N REFERRED AS THE 701 SERIES. I 17116'Lam)(3116'An., I=__ww 2 (D Q ia w s I--u"e- _'ll c L 2 71161 (VlW HS-,090"PVB-aflir HS) —3 X No.58705 CODES1 STANDARDS USED: 3 1.1/16'1-41711.IQ(UfIU'T-7116-AIr-V16'An-.0W PVB-31161 HS) 2 207 FLORIDA BUILDING CODE(FBC),6TH EDITION 4 1-1118"LwnLIG(3116-T-?IIG-Ar-311(rfiS-.WWPVB-3/lirHS) 3 5 7116"Lo F- WIDTH--i MOTH WIDTH-H S 4 F—WIOTH *ASTM E2300 LaML r.(311!6"T-7/76'•Alr-Y16*An- SG-'J16'An! 4 T 2014 FLORIDA BUILDING CODE(fB%STH EDITION 0 5 OANSVAF4.PA NDS-2015 FOR WOOD CONSTRUCTION i:DIK -T HS) 1.1111rUftIG(316 ALUMINUM DESIGN MANUAL,ADM-2015 Is I 1,,KONAL :AISf 5100-12 "SG"=IKURARAY SENTRYGLAS71NTERLAYEFV BY KURARAY AMERICA INC. w *AISC 360-10 _PVW _KURARAY TRO61FOO PVB INTERLAYER"BY KURARAY AMERICA INO, 'Tj /1111111111 -LYNNMILLER,P.& P.F-k 58705 TASLE2: PRODUCT REVISED Window Design Pressure(+h,psf)farGlass Type 1 as compiring With the Florida Building Dods Ong side On) NOA-Ito. 17.0614.11 4718 72 76 1 80 84 88 92 g6 100 1 104 1 109.1/2 7/16"LAMIRATED Explratlonpato02119l2D19 30 +/.60 +/-60 +1.60 GLASS STACK *1-63 +!$0 +1.60 /6880 +1-80 +/10 _ +1.80 +1.80 I B 32 + N10 N410 +110 +/$0 N-80 /1410 +1880 N /1880 +680 .090"PYS INTERLAYER y 34 +1410 +1-60 +/$0 *l-80 r!$ +!-60 /680 +1.80 +1-80 +f-79.8 -1-79.4 Miam o Product Con 38 +1.60 +1-8D +680 +1.80 +1$0 +1-80 +1-79.7 N-77.2 +175,1 1 +/-73.4 1 +1-722 3/16•HEAT STRENGTHENED GLASS 38 +680 +/1D +/$0 +1.80 +180 +4761 +1-75.2 +/-725 +1-70.3 1 +1-60.5 +1-66.3 3116°ANNEALED GLASS 40 +680 +140 +/430 N-786 +1-77.2 +/-743 +1-71.3 +1.67.9 +1415.1 1 +1-63.4 +181.6 4 11 42 +1-80 +1-80 +1.80 +1.77.4 +1-74.3 N-71,3 +1.88,2 +1.64.7 +661,6 +t-59,8 +1-562 44 +IEO +1-8D +/-78.9 N-75.4 +721 +1.689 +1.85.6 +1.622 +1-59.7 +1-57.5 USED AT CURVED 45 +1.80 +1-8D ..77.2 +t-73.6 +140.1 *116.8 *1S3,S +1-60.3+1-60.3 --;/Z--17 FRAME MEMBERS ONLY 29 5/8. v 48 +680 +/•78.3 +/-75.8 +/-71.9 +1-68"3 +/149 +1$1.5 +!5412 Q 11.718'O.C.MAX. LONG SIDE za 54 +1880 r1-77.5 +1-74.1 +1-70.3 +1-6&7 +17631 +1-59.7 GLASS SITE -r- 52 +179.1 +1-75.6 +/-724 +J-6fL8 +1.65.1 +1-615 1-3 •t 54 +1-774 +t--7&8 +1.70. +t-07.3 +I-d3.5 SHORT 56 +1.75.8 +1-72 +1•88.8 +685.3 EXTERIOR SIDE NO CHANGES THIS SHEET. 68 M-742 +7-70.3 +1.66.8 20 13 E � «/.727 +1.68.7 +1.65 _ - ;a 62 1 +t-71.2 !w I GLASS TYPE I 84 66 +/6a3 LONG SIDE SHORT SIDE it w r a v O I, H a1Q0 4 N TABLE DIMENSIONS MAYBE O a TABLE 3: ORIENTED VERTICALLY OR p a a. g tNr HORIZONTALLY AS SHOWN. Z m Z Awa q Window Design Pressure(+t psf)EnrGlass Type 3 U Q Q a Q Long Side Ont C) 87871872 1 76 1 80 1 84 S8 W 96 100 104 109.112 1-1116'NOM, t- `t+ a 0 Dma 30 +1-60 1 +1410 1 +1b0 1 +1.80 +1410 +680 +!.801 +/-80 +;•Bp_! +1.80 +1-80 GLASS STACK 7/16"LAMINATED ha? Z 32 +6a0 +1-80 +1-BD +1.80 +1410 +1.80 +1880 +/$0 -a`!�0 +!-8 N-60 GLASS STACK O 34 +1.80 +/-0' +/410 +1-80 +410 +1-80 N-a0 +/10 N$0 I +l-60 +J$0 3116'HEAT Z ttu LL, 36 +1-80 1 +1-80 1 +1.80 +1-60 +J-60 +1-88 +1-80 +680 +1.90 1 +1.80 +1$0 3il6'TEMPERED GLASS STRENGTHENED GLASS + � q� 30 +1.60 +1-80 r/-60 N-80 +1410 +1.80 +1.80 +1.80 +179.4 +1-764 +1.74.3 3116°ANNEALED GLASS L a'' 40 +b80 +IAO +1-80 +1-80 +1.80 +t-$0 +t-&i +t-76.7 +173.5 +1-70.9 N-69 71i6°NRSPACE o SHORT ' .090`PVB _..) ; (y u; #�z4S 42 +1.80 +/-60 +1•80 +/$0 +180 x1.80 +,L7t +t-731 +/$9.6 +1.&6,9 +1�.2 INTERLAYER SIDE m 0_" 44 +680 +/.W +1.80 +t +1.80 +1=71.8 +7.74.1 +t-703 +1767.3 i +1-63.9 11 t 48 +1.80 +1"80 +1.90 +1-80 +/•79.2 +/-754 +/71.7 +/.86,1 +1$5.1 Z v 48 +1.80 N$D +1.60 +1-80 +1.75.2 +1-733 x669.5 N15$ ! USED AT CURVED Q Z � c4 50 +1.80 +1.80 +680 +i-79.4 +175.3 +f-71.3 +/-67.5 FRAME MEMBERS ONLY 29 318" _ 52 +1.80 +!•80 +/.80 +1.77.7 +/"73.5 +J19.S a. d 54 +1-80 +1"80 +-79.6 +/-78 +1.11.8 @ 117!8'O.C.MAX. GLASS OTTE p LONG 56 +110 +1410 +1.77.5 «h738 1.3 SIDE O (9 3� 58 +680 +179.4 +1.75.4 _ EXTER!4R 7} y� 80 +1-80 +t-71.6 N-73.5 I LL O �a 62 +1-80 +1--74 E �y 7fr1 (27 13 a/u .a 0 say 94 +1.78.8 +1-74 6787!6 ZI-74.8 GLASS TYPE 3 FEi� �NY LY11 i'l f� SHORT . � 4 SIDE �. •ytGEtYgF'•/ �� *: AJa 58705 8711 NOTES; '�t, 1)HUOK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THETIP-TO»TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, 0NAL S t t 1 i 11 L 1>>�� 2)FOR SIZES NOT SHOWN,ROUND UR TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)F^'R ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY PIT WITHIN, A.LYNN MILLER,P.E a R.EiJ 68705 PRODUCT REVISED as compWng with the Florida TABLE 4: Building Code Noa l 17- Window Design Pressure(+/-psf)for Glass Types 2 8 4 Long Side(b) Expiration Date 02/119/19/2019 11 2 67-7/8 1 72 76 eo 84 Be 92 1 96 1 100 104 109-'112 112 1 116 120 124 128 132 135 140 144 BY 30 +1.80 1 +140 +!.80 +/-80 +1.80 +140 +1-80 1 /-80 +/-80 +/40 +/40 +1.80 1 +1.80 +/40 +1.80 +1430 +1-80 +1+30 x1-80 +1430 Miam a roauct Control 32 +1.80 +1-80 P-80 +/-a al 80 +/4!0 +1430 +1430 +1.80 +1.80 +1-80 +1-60 +ISO +1430 r/Ji(! +/-S7 +1430 +1430 +I-80 +1430 34 +8436 +1-80 +1.80 +1-80 +1.66 +1.80 +1-80 +1430 +1480 +140 +1.80 4440 +1430 +1.80 +1.80 +lam i!-� 36 +8-80 1 +/-80 +1-80 +140 +/40 +1.80 +1.80 H-80 +1.80 +1$0 +1.80 4480 *1.80 • +1430 +1-80 +1.80 38 +1-80 i +1.80 1 +!40 +1.80 +1A0 +1480 +1430 +1.80 +1430 +,AO +IAO +1$0 +/40 +1A0 40 +1430 1 +140 +1A0 +IAO +IAO +140 +IAO +1-80 +1.80 +1-80 +/AO +7:0 42 0 1 +1-80 +1.60 +140 +1480 +/A0 +1.80 +140 +1A0 +1480 +1.80 44 NAO +1A0 1 +/A0 +1.80 1 +IAO +IAO +140 +1-60 +1.80 +140 48 :.Be +IAO 1 +IAO +1.80 +IAO +1.80 +1A0 +/-80 +IAO _ v 48 +AO 1 +/AO 1 +1.80 +180 44.80 +IAO +IAO +1.80 50 +140 1 +1.80 I N!-so +1.80 +IAO +IAO +1.60 t 52 +IAO +IAO +1.80 +1A0 44.80 +1-79.7 NO CHANGES THIS SHEET. Q1 54 NAD +IAO +!AO +IAO +1-76-6 56 4.80 +140 +140 r1-79.1 - a 51 + +1_80z O 0-80 ' 60 +iAO +140 +1-79.3 ' 62 +1.80 x1.80 64 NAO 1 +/AO 6IO 1 6 W67.71Y U U NOTES: w 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THETIP-TIOTIP DIMENS4DN TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOTSHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. r 0 0 0 N 3)FOR ARCirrECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE N THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 N �{ E o0 0('aJ �, W - N O Z 79- z ,/g Z s n J unvO O H:LLI O O U U OR o 1-1116 NOM. TABLE DIMENSIONS MAY BE LU o Z 0M0 GLASS STACK ORIENTED VERTICALLY OR o 7/16'LAMINATtD 7/16'LAMINATID HORIZONTALLY AS SHOWN. rZBO--. GLASS STACK GLASS STACK 3/16'HEAT STRENGTHENED GLASS LONG g Im cq O .090'PVB INTERLAYER 3/;8'TEMPERED GLASS SIDE J Q 3116'HEAT 3/18'HEAT STRENGTHENED GLASS `r- LONG SIDE �' IQ- STRENGTHENED GLASS 711V AIR SPACE �_.090'PVB INTERLAYER ® Z Wo, 7aayg 3/tfi'HEAT STRENGTHENED GLASS + y 11 11 SHORT coO 5 SIDG IU1.1 Z USED AT CURVED SHORT < O W al°'S USED AT CURVED �8, SIDE p Z p 0 FRAME MEMBERS ONLY 29 518' FRAME MEMBERS ONLY 29 z @ 11-7/8'O.C.MAX. GLASS SITE aQ 11-7/6'O.C.MAX. GLASS BITE Z N N 1A 1� N W W �� EXTERIOR �"�- LONG SIDE --►i LL o a a EXTERIOR T ep!1 •asap sauas (1-i 20 13 �L] a 21 13 1 �`Yr GLASS TYPE 2 GLASS TYPE 4 SDH LONG \` �1Y LYI�Il�1��•,,� SIDE `_`'�. '\•IGENS�c'.,�/_�. *; No.58705 i f� SHORT ��Q'• 'Q •t[/� SIDE "O�"Il ONAL /j1/1181111\\ A LYNN MILLER,P.E. PH#68705 TABLES; PRODUCT REVISED Window Design Pressure(+I.,psf►for Wass Type S as coleP m with the Florida Building a Lu19 if 1 7116,LAMINATED I� NOA-110. 17.0614.11 67.718 11 84 88 92 96 1 100 104 109.112 GLASS STACK Expiration Date 0211 912 01 8 30 +901-125.4 +901-120 +901-115.5 +90+_111.5 +9W-148.5 +901.106 +9W-104.5 -901-103.51- 4025 +9W-104.7 ++f89.97.9 111 32 +901-118.9 +90'-110.8 +901-105.3 +9a-01.6 +90! 8.7 +901.95.7 + -923 +901-90.6 0.3+901.9 +1,69.9 .090"SGINTERLAYER BY 34 +901-108.9 1 +901-1 03 +901.968 +907-95.1 I 9W.9ta +7-682 +/-84.4 +141.5 1 +1.80.1 +1-79.8 1 +/-79.4 3116"ANNEALED CLASS � uct Caatrol 36 0.9W-102.6 +90f-97.1 +901-928 +/-869 +1-85.5 +7.$26 +/-79,7 +/-77.2 +1-75.1 +1.73.4 +1.722 3/16"ANNEALED GLASS 38 +967-98,4 +90'_92,2 +/-86,7 +1-83.2 +/-$0.7 +1-761 +1.75.2 +J-725 +140.3 +1•68.5 1 +1.66.3 40 +901.94.6 «/.>6,2 +/-828 +1-79.8 +f-77,2 +1.74.3 +1-71.3 +1.679 +145.1 +.6g.4 +1.61,6 4 11 42 +9&_91.3 +/•84, +t +677.4 +7-74,3 +/_7L3 +/-6 2 +/•647 1 +1.81.6 *r 59.81 +/-58.2 USED A7 CURVED 44 +lA83 +1-St.4 */-76.9 +1.75.4 +/-72.1 +1.669 +1.65.6 +/-622 +1.59.7 +1-67.5 FRAME MEMBERS ONLY 2g 46 -f-654 +/-80,$ +/47.2 +173.8 +1-70.1 +/-868 +1-63.5 +1.66.3 +1.51.7 (r 1t-718'O.C.V�A,X. 5!8" 05 05 48 +1-627 +/-79.3 +675,6 +1-71.9 +1-663 +1-649 +1.01.5 +1.582 GLASS BITE �- LONG SIDE 5D +1.609 +677.5 +1-74.1 +670.3 +/16.7 +1$3.1 -+/-W.-7 /E +_52 +l-79.1 .6 .1-72.4 +668.8 +/15.1 +1-81.5 1-2 54 +1-77.4 +673.8 +670.5 +1-67.3 +113.5 EXTERIOR SHORT NO CHANGES THIS SHEET. 56 -t-758 +/-72 +418.6 +185.3 20 ,13 SIDE 58 +/-74.2 +/_70.3 +156,8 c 80 +I-727 +1.6$.7 +7-85 GLASS TYPE�J 82 +1-71.2 +167.1 _ 64 +TM7 +7855 66 +1863 - LONGSIDE 67778 +/{7 �- SHORt co Y U SIDE � w e- 0 0 r .._...., _ w q 0290 O 04 fr TABLE 6: TAByLE DIMENSIONS MAYBE 0 a7 ORIENTED VERTICALLY OR 1 0-j o X w 2 48 n Window Design Pressure(+l-Pill)for Glass Type T HORIZDNTALLYASSHGWN. zu co -Wa p u LoSide{In 0 U�1 O R p Long 67-718 1 72 76 80 84 88 92 00 LU 2' aY4 a 30 t8W-130 +9W-1 4901-130 +9W-126 7807-122.6 +9&.119.8 +gW-118.1 + -]77 +9W_ }W} 1 1!2 1-1116'NOM. cN NAe +901- �' ` 102.7 *9W-t09.9 GLASS STACK �j 32 WI-1230 r90�-125.1 +9W-118.9 +9W-114.6 +gp61t1.5 +9W-108.1 +8W-104.3 +9&.102.4 +901-102 +OW-10].4 +9W-99.7 �J 7/16"LAMINATED �/ .,- 34 +9W-723.1 Wti-718.4 +9&,117.7 +9W-107.5 +9W-103.8 +9&.99.7 7801^96.3 +801.92.1 + 690.5 +1-96 +.gg.6 I GLASS STACK %' 0 •� 36 4901-118 +9W-109,8 +801-104,8 +9W-100.5 +90/-98.8 +96t-93,3 +1.00 +1'87.3 +/.84,9 +/-82.3 +1.81.2 3/y6-TEMPERED GLASS 3/16'ANNEALED GLASS '�� U.1 ILL 0 38 +9W-111.2 +801-104.2 +9&$7.9 +9W.94 +901-91.1 +1-08.2 +1-84.9 7Wl9 +1-79.4 +1.76. +-4,3 3fi6"ANNEALED GLASS 40 +OW-108.9 +90699.6 +9&-03.4 +901.80.1 +/�.2 +/-84 +I-80.5 +1-76.7 r/-73.6 +x.70.9 42 +8&-103.2 +907-95,7 +9&-91,2 +r-87.4 N-84 +t-66.6 +677 +t-73.1 _+&01.6 +660.9 «615.2 7/t6"AIR SPADE .096'SG INTERLAYER SHORT �LLJ 7aayS 44 +901.997 +9W-93.1 +1.89,7 +1-85.2 1.81.4 +1-77.8 +174.1 +/-70.3 +1-67.5 +663.9 11 SIDE 46 7801-965 +9018,3 +687,2 +/-632 +/-79,2 ;745.4 +01.7 +1-68.1 7r•6S•.1 ^' - U co 22 48 4901.90.6 71-69.6 +/.85.4 +!•812 +1-77.2 +1-733 +/ +(15, 5 '�j" i. 0 co N 041 +80691,4 +1.67.8 ttSi,7 +1-79A +/76.3 +1-71,3 +7.67.5 USED AT CURVED �._J_ �I` q atan 62 «1-69,4 +!-65,S r/8 1.0 +/-77.7 «/-73.6 +1.69.5 FRAME MEMBERS ONLY 29 518' 0. 54 +1-87.5 +f-83.4 +/-796 +1-78 +r 71.8 Q 11-7/$"O.C.MAX. GLASS 811E O Z N N 56 +/-85,8. +!-BtR +I-71.5 +/-73.8 1_2 LONG y= h co 59 +1-83,$ +r-79,4 +r-75,4 SIDE y�j SO +/-82,7 +677.8 +/-73.5 O W O aCL E12 +6-60.4 +675.6 /L., 84 +x 7a,6 +6-74 1\-1 �� 21 13 y A!t '�saQ sbnaS efi +777.2 677x$ +174.8LY GLASS TYPE 7 71 / SHORT �ti �O-,..• rf� SIDE � ��C1�,• yfOENgE:•-�.({F 74"; NM 58705 NOTES: 1)FUCK DIMENSIONS SHOWN.FORFLANGEDTOT WIND04YS,SUBTRACT 1"FROM THE TIP TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, �7 S/ 1J�� 2)FOR SIZES NOT SHOWN,ROUND UP 70 THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 7r fk 7QA/r4L 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLEABOVE WHICH THE OVERALL_DIMENSIONS COMPLETELY FIT W1THN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS,DO NOT USE WITH FiN-FRAWD WINDOWS. A.LVNN MO.L9R,F.E. ' P.E.M 68706 PRODUCT REVISED as complying with the Florida TABLE 7: 13UI1dIng Code Window Design Pressure('y-,pst)for Glass types 6&8 NOA-Kc. 17-0614.11 Long Side(in) Expiration DateOZ119/2019 _ 67-718 72 76 i 80 84 88 92 96 100 104 109•N2 112 116 120 124 128 132 138 140 1 U4 BY 30 +901430. +901-139 +901-130 +9&-13) +901.130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901.130 +90!•130 +901.130 +901-130 +901-130 +901.130 +901.130 +901-130 +901.130 +901.130 Mia. ad�_idL.11ot 32 -SW-130 +9W-130 +901-130 +901-130 +90/430 +901-130 +901.130 +901-130 +9W-130 +901-130 +901-130 +901.130 +901-130 +901-130 *901-130 +901-130 +901-130 +901.530 •901-130 +901430 34 +90143D +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +90/430 +9&.130 +901-13D •901-ISO +9W.130 +9W.130 +9W-130 +901-130 +901.130 +901-130 -36 +M-130 +9.130 +901-130 +90f•130 +9W-130 +95•130 + -130 +901-130 +901-130 +9W-130 +9W-130 +90/•130 +90/.130 +9W-130 +901-130 +90/-130 38 +901430 +9&-130 +901-130 +9W.130 +901-13D +901-130 +901-130 +901-13D +901.130 +9W-130 +901-130 +90t-13D +901-129.2 +9W-127.3 40 +9&-130 +901-130 +9W-130 +901-133 +901.130 +9&-130 *901-130 +901-130 *9&•130 +901-1 .8 + -123.2 +0-m 42 +901-130 +90/•130 +901.130 +901-13) +901-130 +901-130 +9&-130 +9&•129.3 +9&•123.2 *90'-119.7 +90/.110.4 44 +90/430 +901-13D +90/-130 +901.13D +901430 +9W-130 +901-130 +9(Y-124.5'+W-119.4 +90/415 5 48 +901-130 +901-130 +901-130 +9&-130 +90/-130 +901-130 +901-126.9 +9&-120.5 +9&415.3 a 48 +9W.30 +90.130 +90/.130 +9(V-130 +901-130 +9&-129.7 +901-123 +901-116.5, 50 +901.130 +901-130 +901430 +9014'30 490l-130 +9&-1262 89.41-1 9. 52 +90/430 +901430 +90/430 +9W-13) +901-130 +8881-123NO CHANGES THIS SHEET. U) 54 +9W-130 +9W-130 +901-130 +901-13D +88.81-127.1 58 +901-130 +901-130 +901-130 +8441-129 ___ 58 +9(Y-130 +901-130 +901430 60 +9W-130 1 +90'-130 +89-61-129. r 62 +901-130 +901.137 64 +901-130 +901-130 68 +B&-130 V 67.716 +9W-130 I IY NOTES! i6 �aa 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-PROM THE TIP-TO-T1P DIMENSION TO DETERMINE THE BUCK DIMENSION. ' 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE SHORT OR LONG DIMENSION. }na O N 3)FOR ARCHITECTLRAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FrrW17HIN. V. N Q a o? 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 0 'q V) -a O i r7= W N O J O dH Z Ag n Z LL f�D ^ ..I °J0 ❑ U W U o 4i a ❑_ F 2 ❑ -oN TABLE DIMENSIONS MAYBE o LU Z sMD ORIENTED VERTICALLY OR o 1-1/16'NOM. HORIZONTALLYAS SHOWN. `-'Z F W LL 7116'LAMINATED GLASS STACK 7116'LAMINATED LONG g -m-I O GLASSSTACK GLASS STACK SIDE -1 Q 6j a F .090'SG INTERLAYER 3/1fi'TEMPERED GLASS 3116'HEAT y W STRENGTHENED GLASS LONG SIDE /� rn ta+49 3/16'HEAT 3/16'HEAT STRENGTHENED GLASS T_ ® Z STRENGTHENED GLASS 7/16'AIR SPACE .090'SG INTERLAYER SHORT 3/16'HEAT STRENGTHENED GLASS y\ i v Z 4 11 11 SIDE f/ I SHORT, ¢ Z a ' 6 J___ �1 SIDE 10 USED AT CURVED O � Z r N FRAME MEMBERS ONLY 2g S!0' USED AT CURVED ~ V, t,00 @ 11-7/8'O.C.MAX ' FRAME MEMBERS ONLY 29 �� �� W GLASS SITE @ 11-7/8'O.C.MAX GLASS SITE v r �: 1-2 - 1-2 �— LONG SIDE --►� o D.a .Qu •�sa0 scuaS EXTERIOR EXTERIOR 20 13 5-70 21 13 SHORT p% SIDE `�`� ONY-LY,v/y''/, GLASS TYPE 6 V_ GLASS TYPE 8 SIDE Ir If �� LICENSE No,58705 SHORT ��� SIDE FT P L1ENG`. A.LYNN MILLER,P.E. P.E1!58705 PRODUCT REVISED as comp)yin with the Florida 2X WOOD BUCKSTRIP INSTALLATION DuudmB Cod9e EDGE FRAMING,SEE INSTALLATION EMBEDMENT NOA-No. 17-0614.11 DISTANCE NOTE TE 2,THIS SHEET TYPE C TYPE B expiration Date 02/19/2019 INSTALLATION EMBEDMENT 1X WOOD W KS • a gmyia m duc nTYPE A 1/4Max SEE NOTE 2,THIS SHEET C= EMBEDMENT T I SHIM I! TY EDGE DISTANCE TYPE. RSUB ENTTRA AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE EDGE •• wi SEETABLE8,THISSHEET DISTANCE, 1/4'MAX 1 SHIM •�••'' 1 4 TYP.ANCHOR TYPE. EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, NO CHANGES THIS SHEET. SEE TABLE 8,THIS SHEET c USED AT CURVED EXTERIOR FRAME MEMBERS ONLY °' . •w11-78"O,C.lm. CONCRETWCMU �5 11 I 5 .•+ s • PER ANCHOR VISIBLELIGHTWIDTM REQUIREMENT WINDOW BUCK WIDTH '• WINDOW BUCK WIDTH CONCRETEXMU Y U WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR _ BUCK EXTERIOR� REQUIREMENT HEIGHT 1/4•MAX SHIM ---{ HORIZONTAL SECTION AA ° ° cs cs N 4:r ala0 c °Na TIP-TG-TIP 00`�`' Lu -' n WINDOW STEEL Z LL m r`J a Aa d HEIGHT VISIBLE SELF-DRILLING SMS LIGHT (C�),SEE TABLE 8, TABLE B: =W 6 W HEIGHT= THIS SHEET Min Edge Maz O.C. U U O ®a ° WINDOW Anchof 9ubstrda Min,Embedrnenl Distance Spuhtg W Z W E 5 'a1! BUCK P.T.So m me =. 7.318 12• F-W An (D '3170 HEIGHT- Aluminum 6083-T5 min. 8• 0.t>Gi'• 12' � v a Z INSTALLATION #12ar#144108SScrew o rn o O j 2-314• A36 Steel 3/8' 0.063'• 12' Z - LL 1 METHOD D Steel Stud,Gr.33 mot. 318' 0.045'(18 Ge)• 120 p INSTALLATION ANCHOR P.T.Southam PIw(SG=0.55) 9116' 1318' 1-1 to UNDERNEATH THE Alumhtum,5083-75 min. 3,'8' 0.O6Y• 12" Q Z q12 G#14 Stell Screw(G5) F O BEADING EXTERIOR A36 Stscl 978' O.OIa'3'• 12" H bays Steel Stud,Gr.33 min. 318" 0,045'(18 Ora)' 12• ® N Z Q 15 V4'410 Sb CreteFlez Ungraded CMU,(ASTM C-8D) 2-1/2' 1-114• 1T j F MIAMI-DADE APP ROVED MUWON 12• _ ' -•21 (SEE SEPERATE NDA),ALUMINUM, . Concrete(mot.2.85 ksll 1 1314" 12• O co ~ Z 6 STE'eL FRAMING OR STEEL STUD, _ - LL Z ? ala>5 �. SEE SUBSTRATE PROPERTIES, 1/4'Steel Nlracon o o Unamutcd CMU,(ASTM G00) 2-112' 1-1l4• 12' 0 3 W N N TABLE B,HIS SHEET Grouted CMU, STM G90 2-./2' 1314• 12' P' CD n m 5 — I �1/4"MAX SHIM 0 5116'Steal Ultraoon Concrete(min.3.5 keU 1-1/4' 13(4' 12' W Z 2�?3 Grouted CMU,(ASTM G90 2 7/Z 1314" 12' LL LL D.LL •MIN.OF 3 THREADS BEYOND HE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.IL apt ase°sauag BEE NOTE 2,THIS SHEET INSTALLATION NOTES: IS, Lylviv �Alii ' CONCRETE PER777— 1.USE ONLY ANCHORS LISTED ON HIS SHEET.FOLLOW EMBEDMENTAND EDGE `� '�� 41GENSF'••�(��i EMBEDMENT , ANCHOR DISTANCE LIMITS. " REQUIREMENT 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL Mstodal Min Fr Min.F. N0.58705 7� 7I •• '; THICKNESS IS LESS THAN 1.1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE sled Samv 92 ksI 120 ke1 = _ i• � INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 7X"ARE 1-112" 410 Sc— 90 ks1 110ksl .•D ; EDGE" THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF W0013 BUCKS TO BE EI=UnCon8 155W 177 ksi INSTALLATION [� TYP•ANT HCR TYPE,EMBEDMENT ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS Et..0d.FI.6 127.4 kd 189.7 kc 'O:NA STATE OF ((/\ DISTANCE AND EDGE DISTANCE PER TYPE SUBSTRATE,SEE TABLE 8,THIS SHEET3. 6063-T6Aluminun 16kei 22kst ••,Ff,ORIDP,•• \ VERTICAL SECTION B-B PROIDEFULL SUPPORT TO HE WINDOW FRAME MEMBER G sw�t Mky 4455x�si �A'ASS�ONALI��C`�� 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUWON NOA A.LYNN MILLER,P.E. APPLIES TO WHOLE SYSTEM. RE1i 68705 PRODUCT REVISED 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION Balding with the Florida EDGE OR FRAMING,SEE TYPE G TYPE F NOA-No. 17.0614.11 DISTANCE NOTE 2,THIS SHEET EMBEDMENT 1X WOODBUCKSTWP, EXPlratlon Date 02/18/2018 EMBEDMENT- SEE NOTE 2,THIS SHEET INSTALLATION yl 114•MAX Mlam a roduet Control TYPES EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE w: EDGE DISTANCE PER SUBSTRATE, _11_17. EDGE rZ 6 SEE TABLE 9,THIS SHEET DISTANCE 6 DISTANCE i 1/4"MAX O y SHIM 4 TYP.ANCHOR TYPE. EMBEDMENT AND EDGE - 11 DISTANCE PER SUBSTRATE, 11 ( NO CHANGES THIS SHEET. SEE TABLE 9,THIS SHEET EXTERIOR ' USED AT CURVED --- g EXTERIOR 29 E MEMBERS ONLY ''•• •:- .•. I 4 11 I 5 •.Y ", y 11-778'O.C.MAX. CONCRETE/CMU �-r-- VISIBLE LIGHT WIDTH-,4" ..I WINDOW BUCK WIDTH-2.3 PER ANCHOR REOUIREk9ENT I WINDOW BUCK WIDTH CONCRETEICMUPER lil i `L U SUCK HORIZONTAL SECTION C-C REQUIREMENT ANCHOR R - v o �Te HEIGHT 1/4"MAX.SHIM 0N Q atop p CD C4 STEL I TABLE 0: SELF-DRILLING SMS Anchor 0obstwte Mln Edgo MN.Embedment Mmt G.C. O r"^7j (;{ 03 N VISIBLE (G6),SEE TABLE 9, - P.T.So Dem Ina = Distance 1-3re' 9P rho Z- to 'E J e w0 Q THIS SHEET LIGHT #12 or#14 410 SS Samw AWmhum,6003.76 min. 3I8' 0.063• 12' =tyj.- c IF W HEIGHT= A38 Steil 31W 0.063•• 12" U() d WINDOW Steel Stud Or.33 min. 318' 0.045 18 Ga 12' (D pva BUCK P.T.Scuthem Piste(SG=0.55) 9/18' 1-3/B• 1r p> His/4T INSTALLATION #12or#14 Steel Scmw(G5) Atlmh an,tkl8 T5 min are o.a63• 1r o p A38 Stool file` Mew 12' �Z � TYPE I"i Steel Stud,Gr.33 min. 3/8' 0.045'(18 Ga 12' Q Q EXTERIOR 1/4'410 S9 CrelaFtek LhVmuted CMU,(ASTM C-90) 2-1/7 12' Concrete(min.3.35 ke1) 1` 12' g Concrete(mbL 285ksi) 1' 2` to ...1Concrets(min.285ksq 2.1/7itZ 114'Steel U tra= PMIAMI-DADS APPROVED MULLION Ungmuted CMU,(ASTM C40) 2-117tr21 (SEE SEPERATE NOA),ALUMINUM, Gta.Aed CMU STM C80 2-112 tr = p z Z 6STEEL FRAMING OR STEEL STUD. Conemle min.3.5 kap 1.1/4' 1rSEE SUBSTRATE PROPERTIES, 6116"Stool Ulimoon zWGntuted Ck1U.ASTMG90 2-11712' a TABLE 3,THIS SHEET •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O J N N 5 �1/4"MAX SHIM 'UNGROIfTED CMU-VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. cl Q h 0? O W D LL W d D. INSTALLATION NOTES: altl =0 sauas SE WOOD B,THIS SHE 1.USE ONLY ANCHORS LISTED OX THIS SHEET.FOLLOW EMBEDMENT MID EDGE SEE NOTE 2,THIS SHEET DISTANCE LIMITS. '\\�`W(LYIVA14,r1� T NetmlW Min Fr Nin,a NO G..••.....•.'+7/ i T - CONCRETE PER 2 WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSETOTAL LIGENSg'•• Steil Screw 6tkd 120 kat . �. EMBEDMENT ANCHOR THICKNESS IS LESS THAN I-Lr.1X WOOD RACKS ARE OPTIONAL IF UNIT CAN BE 410B.- 00 kd 11okd Q'l •'•� .. s REQUIREMENT INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS•2X•ARE 1-112' Elw lAveConO 155 kel 117 kd No.58705 ,* THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 410 6S Ek.C d.RraO 127.4 ksi 189.7 ksl - ENGINEERED BYOTHERS ORASAPPROVED BYAUTHORITY HAVING JURISDICTION. 5013-15A um 19 kd 2''kei IMF INSTALLATION - EDGE A09Red 39ksi 6akdE. p•,TYPE F i� DISTANCE TYR ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL'THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO Ga 333 Steel Stud 33 kd 46 kel • `SUBSTRATE,D EDGE ISTANCE PER EE TABLE 99,THISSHEE'f IFAPPLICABLEIDE FULL ,LOWER DESPPORTTO HGN P)RESSURNDOW FE ROM EITHER WINDOW OR MULLION NOA �i� �S/......•��`G\?� VERTICAL SECTION D-D , ONAL APPLIES TO WHOLE SYSTEM. /N 1 1 1 1 I I t� A LYNN MILLER P.E. 0 P.E.#68705 PRODUCT REVISED 2x WOOD BUCKSTRIP INSTALLATION INSTALLATION as co l r "'le'the Florlde TYP.ANCHORTYPE, OR FRAMING,SEE TYPE J TYPE!( EMBEDMENT AND EDGE —�I EMBEDMENT NOTE 2.THIS SHEET NOA-No. 17.0614.11 DISTANCE PER SUBSTRATE, I EDGEexpuatlon D I...— SEE TABLE 10,THIS SHEET DISTANCE I 1/4•MAX ate 8 2018 SHIM EDGE DISTANCE By EDGE Miam ad roduetControl DISTANCE /� INSTALLATION U 2X WOOD BUCKSTRIP 2%WOOD BUCKSTRIP OR FRAMING,SEE TYPE I OR FRAMING,SEE NOTE 2,THIS SHEET NOTE 2,THIS SHEET TYP.ANCHOR TYPE,EMBEDMENT AND 114'MAX EDGE DISTANCE PER SUBSTRATE, 3 SHIM 8 SEE TABLE 10,THIS SHEET 4 EMBEDMENT ' 3 EMBEDMENT NO CHANGES THIS SHEET. USED AT CURVED e EXTERIOR 29 FRAME MEMBERS ONLY 11.7/8'O.C.MAX. 11 . EXTERIOR 11 \/ VISIBLE LIGHT WIDTH= 5 z m Y U WINDOW WINDOW BUCK WIDTH-2-aW j z a to 'Aea HEIGHT BUCK WINDOW BUCK WIDTH 0 0 e- 1/4°MAX.SHIM Imo— Qw }ti 1 e>op O cV HORIZONTAL SECTION E-E o A 4 (0 j LU VISIBLE INSTALLATION Z LL m HEIGHT=LIGHT TYPEL UUd Zn, LU WINDOW EDGE DISTANCE W Z t0 =¢ BUCK #10 STEEL TABLE 10- o W " �o HEIGHT- SELF-DRILLING SMS Anchor Substrate Min.Edge Max.O.C. 2-314" (G5),SEE TABLE ID, Distance Spacirn Z O_ �- THISSHEET 2.12°x.113"Box Nell P.T,Scuft m Pine =0.65 5/16, B• F LL 2-12°X.131"Common Nail P.T.Souttram Pine .55 3/8° S O 2.12'X.145'Rooln NO P.T.Southern Pine SG�.55 3/B' IT P.T.Southern Pine SG=0.6512• 5° I j t:ays #10 x T steel screw(Gsy 0.093"Aluminum,6063-75 min. 5/19, 5" 111 A36 steel 5116• 5" o O 21 0,049' 18 GetSteil Stud,Gr.33 5116" B. = p ~ Z g 2X WOOD BUCKSTRIP EXTERIOR •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE G ❑ �� ajar ORFRAMING,SEE RRp Z F o o ONOTE 2,THIS SHEET V r U n CV 5 '" r1/4'MAXSHIM MIAMWADE APPROVED MULLION INSTALLATION NOTES: -1y (SEE SEPERATE NOAZ ALUMINUM, 100 X Z a IL STEEL FRAMING OR STEEL STUD. .USE ONLY ANCHORS LISTED ON TH.S SHEET.FOLLOW EMBEDMENT LLL LL SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIMITS. apl •�saQ sauas TABLE 10,THIS SHEET INSTALLATION •-� 2.WOOD BUCKS DEPICTED ON THIS SHEET AS°1X°,ARE BUCKS WHOSE MoteAd Min Fy Ntn.F„ `�k � TYPE J G7 —T TOTAL THICKNESS IS LESS THAN 1.12°.1X WOOD BUCKSARE OPTIONAL sled sare 02W 120kst �` pNY•LYNN.yj EDGE DISTANCE IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD 6063•TbAhuninwn 16kal 22 ksl � ,• OCENyF'•V, BUCKS DEPICTED AS'2X'ARE 1-1/2`THICK OR GREATER,INSTALLATION A36 Steel 39 58 kel TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS 0r.33 Fred atm 33 W 45 kW — - TYP.ANCHOR TYPE,EMBEDMENT OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. = NO.58705 `�— EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 3.FOR ATTACHMENT TO METALTHE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. '�•: 1i 5 �O,nt• TA EOF�,�(V�� VERTICAL SECTION F-F 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR �(�s'•.cCOR10P,.•' �C��� MULLION NOA APPLIES TO WHOLE SYSTEM. S�OHAL tEN A.LYNN MILLER,P.E. RER 68705 PRODUCT REVISED as complying with the Florida 2X WOOD SUCKSTRIP BuBdinB Code _ EDGE NOA-No. 17.0614.11 �1I OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2,7H S SHEEP TYPE N Explratlon Date 0 211 9/2 01 9 EMBEDMENT g INSTALLATION 1/4'MAX Mlam a ro uc ntrol TYPE M Q EMBEDMENT SHIM O 1X WOOD BUCKSTRIP,SEE 2X WOOD BUCKSTRIP NOTE 2,-HIS SHEET OR FRAMING,SEE NOTE 2,THIS SHEET -L1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM I EDGE DISTANCE PER SUBSTRATE, r� 4 TYP.ANCHOR TYPE, 8 SEE TABLE 11,THISSHEET ` EMBEDMENT AND EDGE 1 , 1 11DISTANCE PER SUBSTRATE, JR-06/06/17-UPDATED 11 SEE TABLE 11,THIS SHEET 3 ANCHORAGF TO FBC 2017. USED AT CURVED EDGE n EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE lO� EDGE Q>m, ®11-718"O.C.MAXDISTANCE CONCRETHCMU 11 °,••, PERANCHOR U REQUIREMENTd 11 (XINCRETE/CMU X WINDOW PERANCHOR ra a rn 'Aeb REQUIREMENT BUCK 1/4'MAX SHIM ��II LL�� I•.. VISIBLE LIGHT WIDTH= 5 O 8 0 o HEIGHT -I I l WINDOW BUCK WIDTH-2314" co WINDOW BUCK WIDTH EXTERIOR >-12 e,op 0 N INSTALLATION JO M " w -' N VISIBLE TYPE O HORIZONTAL SECTION G-G Z LL m s w e �0 LIGHT S LU; HEIGHT= _ TABLE 11: U U Co 0 O WINDOW Min.Edge Max.O.C. F Z °� a O 'cN BUCK STEEL Anchor Substmte Osfance Min.Embedment Spcln U DMO HE SELF-0RILLING SNS ._._._ > Z 2-3/4" (GS),SEETABLE 11, P.T.Southam SG=0.55 fi 1318' 3. o Z $ O THIS SHEET 612 or#14 410 SS Screw Aluminum 6063.75 min 318" 0.0631' 3.7" F, LL A36 Steel 318" 0.063"' 3.7" g O Steel Stud Gr.33 min. 3/8" 0.045° 18 Ga• 3.7" rn P.T.Southam Pine SG=0.65 9/16• 1.318' 3.7" Aluminum,E6345 min. 318" 0.063'• 3.T m ,aa1+s 1112 0#14 Steel Screw(G5) A36 Steel 316" 0,063"• 3•7, ® 9 Z O Steel Stud Gr.33 min. Na. 0.045"1B Ga• 3.7" p 21 TYP.ANCHORTYPE, U routed CMU ASTM C-90 2-112' 1.114' _ ex 4 0 Z EXTERIOR 1f4'41055 CreteFiee% B EMBEDMENT AND EDGE Concrete(min 3.35 ksi) P 1374' 6,T ¢ O arc>s DISTANCE PER SJBSTRATE, Concrete mtn.2.85 ksl) 1" 1314" 6.T z o 0 SEE TABLE 11,THIS SHEET Concrete(min.2.85 ksf 2-1/7 1-we" B,T F 3 r m S MIAMI-DADE APPROVED MULLION 1/4'Steel Ultracon U routed CMU ASTM 690 2-112" 1-114• 6,T 0' O Z 114"MAX SHIM (SEE SEPERATE NOA),ALUMINUM, w W STEEL FRAMING OR STEEL STUD. Grouted CMU, STM CAD 2-1/2° 1314" 8.7° o X Z d d SEE SUBSTRATE PROPERTIES, 5116"Steel Uluaccn COnorete mlrL 3.5 ke 1-1/4' 1-314 - '"6.T LL LL TABLE 11,THIS SHEET Greeted CMU TM 690 % 2-1/Y 1-314° fi.T enl->sap saua INSTALLATION 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, 1X WOOD BUCKSTRIP, 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TYPE Q SEE NOTE 2,THIS SHEET �� NY tYhlly��give r - ..' INSTALLATION NOTES: I•.�� •• S EMBEDMENT ? '• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. NO.58705 ` • *• Mafew Ulm Fr MIn.F. �'*; •' • - 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X7,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOODS !ed Screw 92 ksi 120 ksi _-0 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS"2X"ARE 410 Screw 80 ksl 110 ksi 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS p••� •v,• EDGE Eloa uo Cidee 27.ksf 69r7k �• APPROVED BY At1THORffYHAVINGJURISDICTION. 41OSSEko CreteFle:® 127.4 kd 168.7kai %'•••,-A4 pgtpP.,•••�2� DISTANCE .76 NUNnan 16 ksf 22 ksf 6063 i s •• 3.FOR ATTACHMENT TOMETAL-THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE A35ste.9 35kal 56 ksf �7/7S�OnfAL 91t��� VERTICAL SECTION H-H WINDOWFRAME. I Or.33 su iStud 33W 45 kat 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN Me I ER P.E. RED69706 i PRODUCT REVISED as comp)ylny with the Florida 9ullding Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 BY Mia.=Product Control NO CHANGES THIS SHEET. ASSEMBLY DETAILS FOR ASSEMBLY DETAILS .s FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES > 3t "a ANGLED/CURVED ANOL.ED/CURVED Om w a 0 FRAME ASSEMBLY FRAMEASSEMBLY }O N2 olop 901 CORNER 901 CORNER V) O u� o cctt �{ N rT FRAME ASSEM3LY FRAME ASSEMBLY O J o ¢ ti m r m i 2 W m 111 �Mw W r a ❑ 10 i I I l01 i ILI m l--Z 'Y (9 Of DNO ALLCORNERSTO iUSE GASKET I USE GASKET CORNERS I / r .p Z ZZ '- AND/0 SEALANT I / AND/OR SEALANT j o Z y O () LL O 1 / I ! EQUAL-LEG FRAME Z / I w z Z 7aa4S / FLANGE FRAME ® � z p � I EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR O0 09Z i AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS ❑ a�ocg FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT OSCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS O N N I 30 � w � ?< O as LL m :71 roma as Ly o.58705 �o G °� !oil -, �� /ANAL A.LYNN MILLER,P.E. P.Ek 68705 1 PRODUCT REVISED as complying with the Florida Building Code NOA-N0. 17.0614.11 094• TABLE 12: 2.780 2.780 2.784' . —+•1�— .094• J if .094" —.-1If Expiration Date 02/19/2019 Item PGT Part# Description Material _D74• .062" . ! .074• 062' 074' r .062 By /'�- 1 42530 Flanged Frame Alum 6083-2'5 1,376• 1.376.1 1 INlaml-D a Product ntrol 2 4285 Equal-leg Frame Alum.6063-T5 1 87� q3g^ 500" 43a^ 500" a38' --lL 3 4258 Integral Fin Frame Alum.8063-T5 1'00° T -I Apar -I mnar mnar .500° .OfiO' --�II•+- .060• � �+-- 4 4255 7116"l ami.Grass Beading Alum.6083:M FLANGE FRAME EQUAL-LEG FRAME 1.125" 6 4254 I.G.Glass Beading Alum.8063-TS Z 077' #42530,6063-2'5 #4285,6083 2'5 6a 4270 Installation Fastener Cotler Alum,6063 T5 FIN FRAME 6b 4224 Installation Fastener Cover Rigid PVC O 10 705890 Gasket(at 90°comer Joints) Polyethylene #4256,6063-2'5 NO CHANGES THIS SHEET. 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 .970^ �+- +-�{ ,346' o 13 Dow 791,899 or GE 7700 Backbedding Silicon �--- �-{ 1.037' �+— s 20 71652K Setting Black,Morro.3/16'x 7/16'x 4^ Neoprene,Duro.85+/-1 Lu 21 71704AK Setting Black,La 3116'x 1-3/32'x 4" Neoprene,Duro.85+/-1 u N999 29 #6 x 1-114'FH SMS Stainless Steel �� 05� 050 W z M Y U 30 781PQX ire x 1°Quad PH SMS Stainless Steal 7/16"LAML I.G.GLASS INSTALLATION > OGLASS BEADING O BEADING OFASTENERCOVER 1 a. 0 4 #4255.6063-TS 5 #4254,6063-T6 6a #4270,6063-T5 N Q e,°a O m p c a� Z Z LL ^ J unw0 ❑ ALUMINUM U U Co d ®� SILICONE STRUCTURAL HOT-MELT BUTYL *REMENT POLYISO- DESICCANT FILL AREA FW-W o� qM0 STRUCTURAL SILICONE 3/16"NOM BU SEEAL 5118"NOM. o> O1/4"NOM. FOAM BUSILICONE SEAL v f- O LL POLYIS08UMQ4E WITH � ROLL-FORMED U ODESICWITHOFSICCANT DESICCANT FSTAINLESS STEEL EXT.GLASS EXT.GLASS F-XI'.GLASINT.GLASS N Q 1vsFJCf.GLASS co ® o, zZHcn Z INT.GLASSINT.GLASSSS Z 7s KODISPACE 76 SUPER �DURASEALID 0.)XL EDGE1"' o '� tiC I 43G TPS SPACERM'NXT'.. SPACER SPACER 0 as LL m oli¢ •��oQ gas I LYNAV 4"..•11cENSF �l�F TABLE 13: No.58705 ••�'� Part# Description Material = 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXr with Hot Melt Butyl See thisSheet ��s1 •F<ORIDP..`•'.0, 1 77 Quanex Duraseal Spacer Materialsr , `'ONA�1�,``�`` 78 Cardinal)Q,Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8970 A LYNN MILLER,P.E. REA 58705 M IAM PDADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww-mmiamidade.g2y/economy PGT Industries,Inc. 1.070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includin the TION: Series "SGD-770"Aluminum Sliding Glass Door w/90°& 135°co><•ne — APPROVAL DOCUMENT: Drawing No. PGT0130,titled"Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, 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 Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0629.06 and consists of this page 1 an - and E-2,as well as approval document mentioned above. I R IE SD The submitted documentation was reviewed by Jorge M.Plasencia P.E. NOV2018 ST. Lucie Cr n MIAMI•DADE COUNTY• ,•,o � Y �prration Date: February 17,2020 proval Date: September 28,2017 �' � Page 1 TGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under NOA No. 14-0123.10) . 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressure Test, per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/PS, Super, Cardinal &Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed& sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 16-0629.06) 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 sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 14 0123.10) 3. Test reports on:1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test,per TAS 201-94 6) Cyclic Wind Pressure Loading,per TAS 203-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6023, FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales,P.E. Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, (Submitted under NOA No. 09-0826.10) - Jorge M.Plasencia,P.E. P76/duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer), per TAS 201, 202 &203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014)and FBC-6th Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass InterIayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-6" Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries, Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90° &135° corners- L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M.Plasencia,P.F. P duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Anchor Fmme Min.Edge Min.O.C. dm INCLUDING POCKETS &900/9350 CORNERS Group Anchor Type Member substrate Distance. Distance Fmbodmont s Molal Thickness #1218.8 EMS. Southem Pine(80-0.55) 9118" 7/8' 1 1-318' GENERAL NOTES (F,=60 ksi,Fc-95 ksp vl 6068.75 Aluminum 316" 9116' 0.090" 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. #12410 SS SMS, A36 Steel We" 9116' 0.050° 2)DESIGN PRESSURES: A (Fy=90 test,Fe 110 ksl) Or.33 Steel Stud 318" 9116• 0.045"(1B Ga) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. Ali Concrete min.222 kep 1412' 3" 1-15 B.POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E1300. 114•Elco AggreGatw@ Jamb!P-hook Filled Black ASTM CSD 2" 3" 2" C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy=57 ksl,Fu--95 ksl Jamb/P-hock Hollow Bieck(A87M C90) 2• 3' 1-114" 3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southern Pine SG-0.65 1' 1" 1-are" PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 912 Steel SMS*5) southern Plne(5G=0.55) 91/9'CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTHE B (min.of3threadAil W63-75 Aluminumale" 9116° 0.090" CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrA36 Steal 318" 916" 0.050"4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE 114 Eico UltraAll rxnc"a(min.2.ed hap i• 4' 1516^ 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C =155 ksl,Fu= P-hook HollowBlocNARROW JOINT SEALANT. N concrete(min.2.85 kap 2-1126)REFERENCES:ELCO ULTRACON.CRETEFLEX AND AGGREGATOR NOBS,ANSVAF&PA NDS FOR 1/4'Elco UlfraaWOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Fy=155 ksi,F, P hook Feted Blook STM c90 2-t/2• 4" 1 3I4" /P-hook Hollow Block ASTM C90 2-1i2" 6" 1-1/4" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head/819 I Concrete min.3.35 ksi T 4• 1-3/4' CURRENT FLORIDA BUILDING CODE,INCLUDING THE•HIGH VELOCITY HURRICANE ZONE(HVHZ). 1/4'410 SS Elco CreteFlexO Jamb/P-hook I Concrete min.3.35 ksl) 1• 6" 13/4" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 ksi,Fu=189.7]cal jamb/P hook I Hollow Block ASTM C90 2.12• 8' 1-1/4' CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All Southern Pine G-0.55 t• t• t 31a 9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, FTL-6024,FTL 6025,FTL 6028,FTL 6031,FTL 6033,FTL 6036 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE- 3) PPLICABLE3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY-33 KSI. 4)FILLED BLOCK VALUES MAYALSO BE USED IN HOLLOW BLOCK APPLICATIONS. TABLE B SEE DETAILS ON SHEETS 4&5 6)ANCHORS MUST BE OF SUFFICIENT LENGTH SOTHAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. Glass Description(Uslad from Exterior to Interior) Type ANCHOR NOTES G3 7116'Lamhated:(2)Utes or3116'HS Glasswith.09(r PVB Ntedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY G3A 9116'Lemialed:(2)Liles of 1/4'HS Glass xith.080'PVB miedayer MV1MI-RADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE G4 7/16'Laminated:(2)Utes of3/i6•HS Glasswith.090'SG Interlayer DISTANCE AND SUBSTRATE REQUIREMENTS. G4A 9116'Laminated:(2)Utes of 1/4"HS Glass with.090'SO Interlayer G5 1'Laminated LG.:3116"T Extedor Cap+318"Air Space 4 7116'Laminated;(2)Utes of 3116'HS Glass with.090•PVB Intedayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,TI IIS SHEET. G5A 1'Laminated LG.:1/4°TExtedorcap+5116"Ak Space+7116•Laminated;(2)Utes ef3/16'Hs Glass with.u9(r PVB kdedayer PRODUCT REVISED G8 1'Laminated LG.:3r15 T Extedor Cap+318'AlrS ace+7116'Laminated;(2)Utes ef3lfU'HS Gtass wIUt.09T SG Intedayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK as compsying with the Florida p PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code GFA 1'Lamtnetnated;114'TExt3MWAp W10"Air Space INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS HOA-Ho. 17-0420.12 Cf! 7/161 Lemlnatad:R)Likes ol3Nlr ANN Glass YAIh.090•SG xdedeyer 07A 9116"Lemlnated:(2)Utco of 114'ANN Glasswnh.099 SG NWayor DEPICTED D 2X ARE E DESIGNED OR GREATER.1X AND F BUCKS Expiration Date 02/1712020 G9 11 Laminated LG.:3116•TExtedor Cap+318•Air Space 4 Me'Laminated;(2)Liles of 3115 ANN Glass with.w SG Interlayer (WHEN USED)SHALL T DESIGNED TO PROPERLY TRANSFER By - GSA 1•Laminated LG.:1/4"TExtedorCap+5115 Air Space+7116•Laminated;(2)Liles of 311('ANN Glues with.090'SG hderlayer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS Miami- a Product Control THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF -ANN"=ANNEMAD RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. 'HS'-HEAT STRENGTHENED 'T'=TEMPERED GENERAL NOTES.............I 'PVB'-.090"TROSIFOLO PVB BY KURARAY AMERICA.INC. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS 'SG'=.090^SENTRYGLASOSYKURARAYAMERICA,INC. EXAMPLE CONFIGS..........2-3 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. ANCHORAGE............-.......6-14 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS SEE TABLES 1,2 8 3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, SHEETS 6,7 8 6 MISSILE IMPACT RESISTANCE ELEVATIONS.....................16.16 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY ♦♦`l ONY LYNN ���i� PANEL/SILL TYPES.........17 C�• �/ CODES/STANDARDS USED: CROSS SECTIONS............18,19 SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHTTO 410ENyF•.,(� �� THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF •2017 FLORIDA BUILDING CODE(FBC),6TH EDInQN PARTS LIST.......................20 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED _=* No.$8705 .2014 FLORIDA BUILDING CODE(FBC),6TH EDITION EXTRUSIONS...................21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED /y r•:*_ *ASTM E1300-M *ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. *ALUMINUM DESIGN MANUAL,ADM-2016 *AISI S100.12 10707ECBA10LOGYDRNE *AISI IOD4 X�,C�1�6 GENERAL NQTESAND MAP o� CERT.OFAUTH 029M SERIES 770 ALUM.SGD-LM IMPACT JR 0"5/17 C UPDATED TO FBC 2017,REVISED TABLES 1,2,3&A _ co"mtfoJerr yyb,y,e r 3r — 7--- a.c A.LYNN MILLER,P.E. •x na.aerr air. Imm ParMUSNEAK•G av SOD-770 NTS i d22 PGTt71S0 C P.E#58705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX,UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL`Jw-,-Je,-KW-OR'Ke INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH P)O=P,PXXXX OR XXXXP.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 PER TABLES 1-3 CAN BE OXXXp. 2)90*&135°CORNER CONFIGURATIONS CAN BEA COMBINA71ON OFANY 2 STRAIGHT CONFIGURATIONS. rI O �LrjWv- jcN MAX.UNIT MAX.UNIT 1 Qcu -1\ aia , 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT HEIGHT g // PER TABLES 1-3 PER TABLES 1-3 -X--OPERABLE PANEL, -0-:INOPERABLE PANEL,Pociccr P"=POCKET POCKET DETAIL LETTER - ak�— =WOOD OR METAL INSTALLATION 1-PANEL E2-PAN \W 'W S`=CONCRETE INSTALLATION -IONS 1 13 SHEET NUMBER CONFIGURATIONS1 13 CONFIGURATIONS MAX UNIT WIDTH MAX.UNIT WIDTH OLD WIDTH-NOM.PANEL WIDTH-7- NOM.PANEL WIDTH nw ec NOM.PANEL WIDTH qe IN DLO HEIGHT=DOOR UNIT HEIGHT-10.125° PER TABLES 1-39 t3 t PER TABLES 1-3t a2 t to PANEL HEIGHT a DOOR UNIT HEIGHT-1.8W' /J-WV-Jc-\ W . r "IV kv- g -N 1' 3 'IT 62 U97- is is (� MAX LIN a W, Itrios a ca MAX.UNIT �!k4 HEIGHT c 13 PER HEIGHT fh PER TABLES 13 TABLES 1-3 POCKET POCKET ILLIL/ 1i Yl J1 i (::--3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS PRODUCT REVISEp as complying with the Florida Building Gado DA-N.. 17-0420.12 MAX.UNIT WIDTH MAX.UNIT WIDTH ExPimuou Date 0211712020 NOM.PANEL WIDTH A ac a NOM,PANEL WIDTH By - PER TABLES 1-3 1. 14 1 1- PER TABLES 1-3 a is to is t1MAX 4 MAX.UNIT SEE �2 / E HEIGHT 8 W PER 9 UNIT HEIGHT PER TABLES SHTHISEET. 1-3 TABLES A, POCKET4/1 5-PANEL CONFIGURATIONS No 56705 TYP. a z (OUTSIDE CORN-R SHOWN, INSIDE CORNER SIMILAR) -0 I'll ro� 1070 TECHNOLVOYDRA-E ORIDN.-* tg4fyEXAMPLE CONFIGURATIONS 4&a.v .... ... JR 0405V i4`C.W�--THIS SHEEr GEM OFAUM#=00 H SERIES 770 ALLIM.SGD-LM IMPACT COM'Alaqrcgofr SkalN"t rr•p JR tOtt'Olf4 >gvumpz%w- JN� -22 A.LYNN UILLER.P.E. som I NTS P07-0130 C P.E.4 56705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116"L 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-114"@ 120"HEIGHT LOCATIONS USING DETAIL"Jvv,,"Jc",'Kw"OR"Kc"INSTALLATION. NOM.PANEL WIDTH 1 A 13 t 3 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 -s\r--- XN BEOXXX, X OR XXXXp.OXXX IN POCKET CONFIGURATION CA Jo 1 1 s 1s ( 1 to 1 2)90°&135"CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT t3 9 1g 1 O o OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, 1 c 19 9 19 19 / 1�jm% 3)FOR NOM.PANEL WIDTH,SEE TABLES 13. 96"OR 120" i _ x a 8 "X'-OPERABLE PANEL, POCKET "O'=INOPERABLE PANEL, "P'=POCKET 6-PANEL CONFIGURATIONS W 3 12 1 �DETAIL LETTER W'=WOOD OR METAL INSTALLATION MAX.UNIT WIDTH "c'=CONCRETE INSTALLATION NOM.PANEL WIDTH t s t 13 t a I—SHEETNUMBEK PER TABLES 1.3 J Jc I DLO WIDTI I=NOM.PANEL WIDTH-7" ff 19 9 1 is 1 DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 19 19 9 10 o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 19 1 MAX.UNIT / i z HEIGHT 9 19 / iF'Ix PER TABLES 1-3 / j / / POCKET 1� 7-PANEL CONFIGURATIONS PRODUCT REVISED 1 3 1 13 13 as complying with the Florida Building Code NOA-No. 17.0420.12 MAX.UNIT WIDTH Expiration Date 02M 712020 Ac 8c Cc BY NOM.PANEL WIDTH t3 t3 13 #Ham-Da roduc1 contra PER TABLES I3 Jw c I 1 119 19 9 19 1 1 0 MAX.UNIT 1 13 19 19 19 19 19 19 t 1 Wo o HEIGHT 1 9 9 19 1 19 / 1 PER TABLES 1-3 h � POCKET� .... F C� �i I$� \\\�o NNS/� / / / � � J y �a�,.•' y10ENS •; / � 8-PANEL CONFIGURATIONS o w w c ` }: No.58706 = 1 18 1• 3 - *= O yAl 10707ECHNOLOGYORNE awrpm ,'� FtORIDP •` N.VENICE,FL 94278 EXAMPLE CONFIGURATIONS - S •...........•''• OJctJa9atsoo ,� �//1S7ONAL ENG`\: K CERK OFAUTH.#29298 SERIES 770 ALUM.SGD-LM IMPACT wr11111110"' JR 04iD5/t7 C NO CHANGES THIS SHEET snw,xaaee sd. s'.se o.^emN°• a,r. A.LYNN MILLER,P.E. a,, cn.�e wm Arornwxs ytvwc H�T S 1 22 PGT0130 C RE.#5(3705 JR 7oitntrd soo-77o NTS 3 GLAZING DETAILS(G3, G3A, G4, G4A, G6&G5A) 7116"NOM. — 7/16"NOK 1"NOM. 3/16"HS GLASS—\ 3116`HS GLASS 3/16"HS GLASS .0901, .090"SG .090"PVB V116'HS GLASS 74 3/16"HS GLASS 74 3/16"HS GLASS 3/8'AIR SPACE 74 112 62 3116'T GLASS= "'6"NOM' 3'16'HS GLASS '09' SG LSGL ASS 83 EXTERIOR 314"NOM. EXTERIOR 3/4"NOM. GLASS A 3t4"NOM. <�] GLASS f -127 SITE SITE GLASS RIO BITE 80 54 80 54 79 j 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9116"NOM. 1'NOM. 1/4"HS GLASS 114"HS GLASS 3/16"HS GLASS .T90-PV13 .090,PVB 74 .090,SG 3/16"HS GLASS 1/4"HS GLASS 1/4"HS GLASS 74* 5116"AIR SPACE 74 2 1/4"T GLASS "4"HS GLASS "'So SG /4-jiS GL-A 82 PRODUCT REVISED 83 as complying with the Florida Building Code EXTERIOR 3/4"NOM. 3/4�"NOM. OA-No. 17-0420.12 GLASS FXTE*RIOR — 5_ GLASS 124-127 3/4"NOM' 1�3 BITE BITE GLASS Expiration Date 02M712020 EXTERIOR BITE Mia a t Control 81 at 79 54 S4 55 9116-LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A I-LAMINATED I.G.GLASS,TYPE G5A Y L GLAZING NOTES: *ANN"=ANNEALED NO-68706 "HS*=HEAT STRENGTHENED Q i4 'r"=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. "PVB"=.090'TROSIFOi!PVB BY KURARAY AMERICA,INC. H'VL-WIM n 34 6 71 STA 0 11; AILS GLAZING DET • . W 1, ORIDFI.., "SG'-.090-SENTRYGLA9'BY KURARAY AMERICAINC. (-ij �ar c NO CAMCES THIS SHEE7. !M SERIES 770 ALUM.SGD-LM IMPACT JR MW7 CERT.01 Ala ,S?=*Mr "';,0JVAL '%%% ""u—, OUT a� —00'. R- A.'LYW P.E. 80x770 NTS r4 -22 PGTO130 REX 6870 GLAZING DETAILS(G6, GISA, G7, G7A, G8 &G8A) 1"NOW. y 7/16"NOM. 1"NOM. 3/16"HSk 3116"ANN GLASS--\ 3/16"ANN GLASS .0 .090"SG3/16"H .090"SG 3116"ANN GLASS3/8"AIR 3116"ANN GLASS 74 3/8"AIRSPACE 74 3/16"T GL3116"T GLASS 83 EXTERIOR 3/4"NOM. 3/4"NOM. 124127 GLASS 124-127 BITEGLASS EXTERIORBITE EXTERIOR 48079 7 5455 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9/16"NOM. 1"NOM. 3116"HS GLASS 1/4"ANN GLASS 3116"ANN GLASS .090"SG .090"SG 3116"HS GLASS .090"SG 3/16"ANN GLASS 5/16"AIR SPACE 74 114"ANN GLASS 74 5/16"AIR SPACE 74 1/4"T GLASS 82 1/4"T GLASS PRODUCT REVISED as complying with the Florida • 83 83 Building Code 3/4" 124-127 NOA-No. 17-0420.12 314"NOM. EXTERIOR 314"NOM. GLASS a GLASS 124-127 124127 GLASS Expiration nate 02!17!2020 BITE BITE BITE By EXTERIOR _ I Miami- a rouc on ro EMERIOR IT 81 79 79 54 55 65 1'LAMINATED I.G. GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A • ``�\ •(`c';.............IGEN �• Q�•'• 3F '�`!t� *, No.58705 ••� GLAZING NOTES: _ �I "ANN"-ANNEALED y _ "HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS, %�O s "T"=TEMPERED gyp" ' O 1070TECHNOLOGYORNE �i��` _<ORIDP„••• "PVB”_.090"TROSIFOL PVB BY KURARAY AMERICA,INC. N VENICE F13427e GLAZING DETAILS ,`S'S ..... CGS "SG"=.090"SENTRYGLAe BY KURARAY AMERICA,INC. 1941/480-1000 ,, �7i�QNfIL ENN�`� a, aa# CERT.OFAun+.#MOO SERIES 770 ALUM.SGD-LM IMPACT �IIIII I I I I+�'' JR 04/95/17 C NO CHANGES THIS SHEET. coFrrxaxrcxn srwnwae - "d.• sn.a: a..caw �" A.LYNN MILLER,P.E o,—W N* 0r.o� rorwcvsrxr�v.� ® SGO-770 NTS 5 m 22 PGTOi30 C P.E.tl 58705 '� •JR 10/10114 nuRIGwrt=r ... .-. TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required, Maximum DP for all sizes: Sill Height to Max.(+)DP (for all approved configurations on Sheets 2&3) .+601-60 psf (Water Infiltration Rating) For comer astragal anchorage on g0"or 135°comer units,see sheat 11 1( 'be limited by Table 1A SIII Riser Height Door Unit Height (Flat or Box,see (+)Design Table applies to Glass types 3; gp 84^ go.' g8• Sheet 17) Pressure,P" 3A,5,5A,7,7A,6&8A and69 O 79 7/8"DLO 78-7I8"DLO Flush-1-112" see note 3 the Stile/Astragal Types shown Low-2-U2" +46.67 below. Anchor Group Anchor Group Anchor Group Anchor Group odium-3-114° +Mo A 13 C D A B C D A B C D A B C D High_ -0 HesdlSill C4+1 C4+1 1 04+1 04+1 1 C4+1 I C4+1 04+1 04+1 +1 C4+1 C4+1 +1 C4+1 C4+1 04+1 SEE NOTES 1.3 2A" ALO Jamb 8 a 8 - 8 8 1 8 8 8 8 8 8 8 8 6 0 8 P-hook 0+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 T+e 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 utr D1.0 8 8 8 8 8 8 a B 8 v P-hock 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8. 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 04+1 04+1 04+1 C4+1 C4+1 C4+1 G+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 38" O Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 6 8 8 a P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 OH LENGTH Head/Sill C4+1 C4t1 +1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 I C4+1 04+1 + C4+1 42' Jamb 8 8 8 8 8 8 _ 8 8 8 8 6 +7487+8 8 8 8 P-hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+e + 7+B W 0I Head1Siil C4+2 C4+2 C4+2 C4+2 C442 C4+2 04+2 C4+2 04+2 04+2 04+2 C4+2 C4+2 C4+2 2 O OH RATIO 2 1 `�" DLO 'fib 8 8 8 0 a 8 8 8 8 a 8 6 8 8 - =O P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 1 7+8 738 FOR EXAMPLE ON USING TABLE,SEE SHEET 8. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 8-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4-,3-1/4'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX-POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= PRODUCT REVISED BE USED WHEN THE DOOR IS PROTECTED RYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" as complying with the Florida ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. NOA-No. 17-0420.12 Building oda 4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= OA 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Expiration Date 02/17!2020 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. lay l J Mlaml-Da,goTroduct Control LocksUle @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstlle @ 135"Astragal Lockstile @ Interlock P-hook Assembly Straight Astragal Assembly 90*Astragal Assembly 135*Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside C Inside Outside Corner Corner dd �tttititttrrl/i Inside 14. ...... Corner Outside UCENS�'•,�� Inside Corner Corner P•' (� ' Part#61(Stile) Part H61(Stile) Z* No.58705 Part#60(Stile) Part#119(Out.) Part 160(x2) Part#60 Part#60 Part#67(Astragal) Part#60 Part 0118 Korner Parts#31  Part#61 Part#120(In) — 0 Receiver) (Corn.&Fxd Mount) — '0 '•. 1070TECRNCLOSYCRIVE %��'••;°[ORIDi; •���� N.YEnFC&FL 34-275 DPANDANCHORAGE i S G (941)450.1000 ,®. /';,,OAIAL ,��,� CERK CFAU7N.h=86 SERIES 770 ALUM.SGD-LM IMPACT JR 04N5/17 C REVISED 1. copwiGuroatA 8aN[SJlM1r s"u,r sour aMv� s..: A.LYNN MILLER,P.E. w JR iWWW14 cue -3 a 5 ® sco-no NTS s d 22 PGT0130 C P.E1{59706 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601.60 For corner astragal anchorage on 90'or 135'comer units,see sheet 11 tMay be limited by Table 2A) Door Unit Height Table applies to Glass Types 4,4A, W 84" 901' 96' 102' tog" 114' 120" a,BA,7,7A,8&6A and the o9 71a°DLO 73.718"DLO 79.718"DLO 85-71 DLO 91.7/8'DLO 97-718"DLO 1037/8'DLO 109.7/8'DLO StllelAstragal Types shown below. AncharGroup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 8 C D A B C D A 8 C D A B C D A B C D A B C D A B C D A B C D Head/SilI C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1104+1 +1 C4+1 C4+1 C4+1 C4+1 COI C4+1 C4+1 C4+ + + + +1 C4+1 C4+1 C4+ C4+1 C4+1 C4+1 G4+1 24' IT, Jamb 8 a 8 6 8 8 8 B 8 8 a B 8 8 8 8 to 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hooK 6+7 6+7 6+7 6+1 7+8 7+8 7+8 7+8 7+6 7+8 7+6 7+0 7+8 7+8 7+8 7+8 8*9 8+0 9+9 8+0 8+0 8+0 8+9 &49 9+10 9+10 9+10]C4+1 9+10 9+10 9+10 9+10 Head/SIII C4+1 C4+1 G4+1 C4*1 C4+1 04+1 04+1104+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 30" p� Jamb B 8 a. 8 8 8 8 8 B 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P4iook 0+7 647 6+7 6+7 7aB 7+B 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 748 7+8 8+9 B+9 8+g 8+9 0+9 8+9 8+9 8+9 9410 9410 9+10 9+10 9+10 9+10 9+10 HeadlSill 04+1 C4+1 C4+1 C4+1 G+) C4+1 04*1 C4+1 G+1 C4+1 04+1 C1+1 C4+1 C4+1 G441 C4+1 C4«1 C4a1 C4+1 C4+1 C4M C4+1 C4+1 CA+1 C4+1 C4+t CA+1 C4+1 04+1 (:4+1 04+1 g 36' pL� Jamb 8 8 B B B 8 8 B 8 B 8 B ti & 8 8 10 to 10 to 10 to 10 10 10 10 I 10 10 10 70 to P-hook 6+7 6+7 6+7 6+7 7+6 7+8 7+9 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7r8 7+8 8+0 8+9 8+9 8+9 8+9 8+9 6+9 8+9 9+10 9+10 9+10 9+10 9+10.9+10 9+10 Head/Sill 04+1 C4+1 CA+1 C4+1 C4+1 04+1 C4-1104+1 04+1 C4+1 C4+1 C4+1 C4+1 C4-1104-1104-1 C4+1 C4+1 C4+1 C4+1 C44i C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C5+1 C5+1'CA+1 C4+1 a 42' pL, Jemb B 8 8 8 8 8 8 B 8 B 8 8 8 8 B 8 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10 P-hook 6+7 647 6+7 6+7 7+8 7+8 7+8 1+8 7+S 7+8 7+B 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 S+9 8+9 6+9 &+9 6+9 9+10 9+10 9+10 9+10 9+10 41" Head/VII C4+2 04+2 C4+2 C4+2 C4+2 04+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CS+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 z 4a" DLO Jamb 8 8 8 8 8 & 8 B S 8 8 B 70 8 B 8 10 10 10 10 10 10 10 f0 12 10 10 12 to 1010 P-hook 8+7 8+7 6+7 0+7 7+8 7+8 7+8 7+8 7+& 7+0 7+B 7+B 7+8 7+8 7+8 7+8 8+0 8+0 84 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 He C4+2 C4+2 04+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 G+2 C4+2 CAa2 C4+2 C4+2 C4+2 64' �O Jamb 8 e 8 8 8 8 8 a 10 8 8 6 10 8 8 8 P-hook 0+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+& 7+g 7+8 7+8 7+8 7+8 748 7+8 Not available in these sizes Head/Sill C4+2 C4+2 C4+2 C4+2 C4 2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 00" DL, Jamb 8 8 8 8 8 8 8 8 10 8 8 8 to 8 8 8 P41ooK 8+7 6+7 6+7 6+7 7+B 7+0 7+8 7+8 7+8 7+8 7+8 7+6 7+0 7*8 7+9 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH= NOTES: NOM.PANEL WIDTH-7' 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL, TABLE 2A: DLO HEIGHT= POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Helghtto Max.(+)DP OH LENGTH .— DOOR UNIT HEIGHT-10.125" (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) 3 4",3-114"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-i/2" = PANEL HEIGHT= Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design S2 DOOR UNIT HEIGHT-1.866" ., (Flat or Brix,see W POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure'psi z p OH RATIO 2 1 PRODUCT REVISED AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Flush-1-1/2" sea note 3 p as complying with the Florida NOT RATED FOR WATER INFILTRATION. sallaing code 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" + 60.0 NOA No. 17.0420.72 Medium-3-114" +60.0 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Expiration Dak .02/17/2020 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH LENGTH 1 By INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT Mlaml a roduct Control THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile@Iamb Straight Astragal Lockstile@ 90*Astragal Lockstile@ 135'Astragal Lockstile@ Assembly Straight Astragal Assembly 90"Astragal Assembly 135°Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stle Heavy-dutyStlle Heavy-duty5tlle Standard AsVagal outside C Inside Outside Corner Corner-T Cori -d•� 1 I 1 I I! Inside � `��1v ANY LYNyy 7/4V iii Corner Outside Inside Caner • Corner � PPart#61(Stile) Part#119(Out.) Part#61(Stile) No.58705 art#61(Stile) -'�';� FPa,161(,I) Part#61 Part#61 paPart#120(In.)Part#61 Part#118(Corner Parts#31  Part#61 rt#67(Astragal) Receiver) (Corn.&Fxd Mount) =_-0 1007EOHNOLOGYORIVEo."rmr AL VErBCF,PL sa275 DPANDANCHORAGE �O�tt� ''• ORIDP,..•G���: al R..� wo cER(941 ) rI s2s265 SERIES 770 ALUM.SGD-LM IMPACT 7S/j�NtAl JR 04/85/17 C REVISED TABLE$REMOVED EXAMPLE. mwaarlromn — eoye; alar LYNN MILLER,P.E.n, W"aero111 a 11 voravauen�Awa ® &Go-7. NTS 7 a 22 PGTO130 C PE.#58705 >' JR 10110/ta uL wrmanL�atvm TABLE 3: __ TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Helghtto Max.(+)DP For comer astragal anchorage on 90"or 135•comer units,see sheet 11 (May be limited by Table$A) (Water Infiltration Rating) Door UrtI Height SIII Riser Height Table opplles to Glass types 4,4A, 89.780° 84" 90" 96" 102' 1081.' (Flat or Box,see (+)Design 6,GA.7,7A, 8&BA and the /8" O D 73.7/8"DLO 79.7/8"DLO 86.7/8 DLO 91-7/8"DLO 97-7 8"DLO Sheet 17) fissure,PSI Stlle/Astragal types shown below. Arxhsr Grote Anchor Gro Anchor Gr Anchor Group Anchor Group Anchor Group Flush-1-1/2° see note 3 1 C 1 D I A IB C 0 A I B C I D I A I e I c I D Low-2-112" +46.67 L�slgnPressurs +/-90,0 r +/-82.6 psf +- ps 17° Heed/SBI C4+1 C4+1 04+1 C4+1 'C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1M7+8 C4+1 C4+1 C4+1 C4+1 G+4 C4+i C4+1 C4+1 Medium-3-1l4" +60.0 24" DIA Jamb 8 B 8 B B 8 8 0 8 8 8 0 0 8 810 10 10 10 10 10 10 70 High-4° +90.0 _P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+88+9 8+9 B+9 8+9 8+9 1 8+9 1 8+9 1 8+9 SEE NOTES 1-3 L>aslgn Presswe +/-90.0 Psf +/-82.6 psf • +/-76.0 psi 23° Head/S61 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1104+1 C4+1 C4+1 C4+1 Gi+t C4+1 CA+1 C4+1 C4+1 C4+1 CA+1 CA+1 C4+1 C4+1 C4+1 L DLO Jamb e 8 8 8 8 8 6 6 10 8 8 8 10 8 '8 8 10 _10 10 10 10 10 10 10 P-hook 6+7 a+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressrtre +/-90.0 Ps/ +/-82.5 psi' +/--76,0 psf 29" Head/Sill C4+1 C4+1 I C4+1 I C4+1 04+1 C4+1 I C4+1 C4+1 04+1 C4+1104+ C4+1 C5+1 C6+1 C4+1 CA+1 05+1 C5+11 C4+1 04+1 C5+1 G5+1 Cott C4+1 fL DLO Jamb 10 B 8 8 10 8 8 8 10 8 8 8 12 10 8 8 12 to 10 10 to 10 10 10 c P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 8+9 8+9 9+9 6+9, B+9 B+9 8+9 B+9 B+s 8+9 8+9 8+9 1 EE Design Pressure +AsO.O f +-412.6 est 41-76,0 psf OH LENGTH I-+- 42" 35° Head/Sill C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 04+2 C4+2 C5+2 C6+2 C6+2 C6+2 C6+2 06+2 C5+2 C5+2 C6+2 C6+2 C5+2 C6+2 C5+2 C5+2 C6+2 C6+2 DLO Jamb 10 8 0 8 10 8 8 B 12 10 a 8 12 10 a 8 12 10 10 10 12 10 10 10 Z P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 8+9 8+9 1 8+9 B+9 8+9 8+9 1 8+9 1 8+9 1 8t9 W Design Pressure +/-00.0 psF See Note A w. +/82.5 f +/-75.0 psf = OI OH RATIO 21 j �° 41° Head/Sill C6+2 C5+2 C4+2 CA+2 05+2 C6+2 C5+2 C5+2 C5+2 C5+2 C6+2 CSt2 C6+2 C6+2 +2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C6+2 C5+2 O II DLO Jamb 10 8 8 8 12 10 8 B 12 10 B 8 14 12 8 B 14 12 10 10 14 10 t0 10 P-cook 7+8 7+8 7+8 7+13 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+70 9+10 9+10 9+10 9+10 NOTE A:+/-90.0 PSF FOR GLASS TYPES 4, A,5,6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE.7 j NOTES; EXAMPLE ON SHEET 9 OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114°SILL,POSITIVE WATERNOM.PANEL WIDTH-7' 1 DP IS 60.0 PSF MAX.WHEN USING THE 4°SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4-.3-1/4'AND 2-112°SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" PRODUCT REVISED MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN as complying with the Florida TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= NOA-ng Godo BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" Now-No. 17.0420.12 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. E-Plrauee 02/1712020 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. ay 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. alio r-Dao roduct control THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile p Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135`Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135*Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-dpty5tile Heavy-dutyStile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty AstragalInside oo Outside outside Corner Corner o� `ttltlll rlly 1 anal Inside ��` �,(.1....... Inside Co Cotner Outside LICENpF•./(('�� i Corner Part#61(Stile) Part#61(Sille) part#119(Out.) part#61(Stile) 7t'. No,58705 part#fil(x2) Part#61 Part 461 Part#61 Part#138(Carner Parts#31  Part#61 = -�... �•_ Part#68(Astragal) Part 9120(In.) _-D Receiver) (Corn.&Fxd Mount) r, _ .. f076TECRNOLO0Y0NIVF ��• STA 10�� ••��� N.VENICE,FL 84276 DPANDANCNORAGE 11 ''��ORIOA..•''���� te4t)48s-1600 „> '/,7;()/ygLE:VV T. � a"ro R. CERT. #29296 SERIES 770 ALUM.SGD-LM IMPACT I JR 04N6H7 C REVISED TABLE'a ADDED EXAMPLE o"I. rnW,v wt.awa cd. oma" 1 ` A.LYNN MILLER P.E. PrrrwnvsmrFsex. ® sao-no NTS 8 a?2V PGTOf30 C P.EJ158705 JR 10/(0{7•[ '�etti18 � NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (9)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTHDETAILS,SHEET 10 SPLICE -. REQUIRED Q (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE" CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6° SHEETT 10 FOR INTERLOCK 24"MAX.O.C. THIS POCKETS AND 48"NOM. CLUSTER,SEE SHEET SEE POCKET 10)P-HOOK _ _ _ _ i PANEL WIDTH DETAILS,SHEET 11 x x JAMB MOUNTING 1 6"MAX. rxx xx xx x xx x x f x x x xx xxxxx x x x 6"MAX INSTALLATION, I- x x x x " THIS SHEET ANCHORS MIDWAY O' L 3"MAX x x &SHEET 14 BETWEEN P-HOOKi I°I 1 4 PAIRS OF ANCHORS&AT 3" I x=FRAME x 1 ANCHORS FROM TOP& is 141 MAX.O.C. I o I ANCHORS 96' x (TOTAL 8 BOTTOM °z� I iOi o UNIT 21"MA ANCHORS) 4.051 '8"MAX.TO OPENING i�'0 1 i®I 1 (�®=P-HOOK HEIGHT O.C. PER JAMB EDGE OF POCKET SEE 1 B a O ANCHORS x x (SEE JAMB 1 ad ® I " 14" p C INSTALLATION I o I I ;u } DETAIL DETAILS'Jc'&'Kd, m ®� I o=P-HOOK ) BELOW END PANEL SHEET 14&PART i a ® ° MOUNTING x 24"MAX ANCHORAGE DETAILS'J'&'K', I0, IMAX. ADAPTER ^x (2 ANCHORS) SHEET 19 FOR 1 L (®1 Il ANCHORS _ O.C. P-HOOK I--_-_WMAX - x +2" ANCHORS — x x x x x xx xx x x r ENO PANEL ANCHORAGE END PANEL x' x, x x x x x x x x x x' e"MAX. ANCHORAGE(SEE ANCHORAGE ✓ x' x xx x x' .+2' SKETCH BELOW) (SEE SKETCH BELOW) �.+2• •+Y ,"+2• ANCHORAGE AN CENTERLINE 9-MAX.TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE:5-PANEL 2 TRACK,90"OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 148"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES; NON-STRUCTURAL l 1)APPROVEDANCHORS:SEE TABLE A,SHEET I END PANEL ANCHOR EXCEPTION,`N•ANCHORAGEONLY): ANCHORS MAY BE ADDED 2 ANCHOR LOCATION SPACING FOR ANCHOR DISTANCETO NEKT AS NEEDED TO ALIGN THE QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: CLUSTER TO BE TTRIOR HEAD OR SILL IF A SPLICE 48" CENTERLINE OF 24"O.0 OR LESS 21" C� OCCURS AT THE P-HOOK. NOM. •. INTERLOCK HEAD&SILL;e"MAX.FROM FRAME CORNERS. --- PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE I MAX. PRODUCT REVISED SEE"C5"CLUSTER as complying with the Florida DETAILS,SHEET 10 TABLES,SHEETS 6-8 AT EACH INTERLOCKAND building code WIDTH fFVTERUUE OFEW PANEL FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, NOA-No. 17-0420.12 ANCHORS IF THE MIDPOINT OF END PANELS ARE ONLY 5.64" PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF Expiration 2/17/2020 "+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT ADDITIONAL ANCHORS 24"O.C.MAXIMUM. REQUREDATTHE MIDSPANASPER THE FIGURE ABOVE: By 3.5" 6"Mme' ro uct Con r° CENTERLINE JAMBS&P-HOOKS:6'MAX.FROM BOTTOM;21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR OFPANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE f72-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB '+2"ANCHORAGE - REQUIRES SEE"C5"CLUSTER CENTERLINE END PANEL ANCHOR PAIR CENTERLINE "C6"CLUSTER,SEE �+OF DETAILS,SHEET 10 OF ANCHORAGE DETAILS,SHEET 11 I INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS} 8" i 4.051" I 3.5" I MAX. • 11 • I o UCENSF'X 1 OFPANELI9 "+2"ANCHORAGE �OFPANEL4CENTERLNE "+2"ANCHORAGE CENTERLINE =* NO.58705 EXTERIOR OF PANEL 5 _ D SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS A I; tE $ :a-Z 107�7EECRN�OO7RNE •.unymc �t7�•. •��� FL ANCHORAGE SPACING&EXAMPLE PLANS : /F�pRIDP..NG (941)480-1600 eY a� aoxw.. CERT.OFAUTH429200 SERIES 770 ALUM.SGD-LM IMPACT " 70 /,ONAL E �.� JR 04/05/17 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. 7 � ow"w `E% sm"rmwc s=nc —9 o"°"N` A.r. A.Lwll@MIL 705 P.E, rvruewmffswc ® SGD•770 NTS 9 w ZZ PGT0130 C P.E.#58705 � JR 10H0/i4 aumaere8a8Av® .• ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR I-SPLICE LOCATION 6"DIAG. INTERLOCK--t-;F NEEDED INTERLOCK-I CONDITION,USE INTERLOCK IF NEEDED 2.04" — 2.04" CENTERLINE I CENTERLINE "06*CLUSTER DETAIL) CENTERLINE 3.61 i - EXT6"DIAG. 1.76. -j P; , -,-13,61 �y 21" 47 DIA4 G MAX -0 !F O.C. L EXTERIOR 2.04"' 2-04" 2.04" 21" EM7 MAX EXTE'IOR V DIAG. 3.6" O.C. 7- EXTERIOR 7"' EXTERIOR 7- 1 1 .-1 T— I li'l-I fill 2-TRACK FRAME HEAD/SILL N5 2-TRACK FRAME HEAD/SILLFRAME HEAD/SILL 6"MAX' I P ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ?-TRACK ANCHORS ARE REQUIRED,'04") ANCHORS ARE REQUIRED,-05-) ANCHORS ARE REQUIRED,'CS-) FRAMEJAMB 6"MAX ANCHOR PAIR H* f4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAMEJAMB - INTERLOCK--I-IF NEEDED INTERLOCK--) CONDITION,USEINTERLOCK IF NEEDED14 EXTERIOR ANCHOR PAIR CENTERLINE CENTERLINE 'CV CLUSTER DETAIL) CENTERLINE 2.04"� --- -------ii ANCHORS MAY BE INSTALLED 21- EITHER IN THE EXT.OR INT. �2.0�4* MAX. TRACK(INT.SHOWN) DIAG. 4. 4.08 O.C. * .04" NOTES: ARE BASED ON MIN, 1.ALL DIMENSIONS SHOWN EXTE EXTERIOR 4-DIAG. EXTERIOR :,.5- 1 . 933.6"* R -1 2.FOR HEAD OR SILL SPLICE 7. 6-MAX ALLOWED, 3-TRACK FRAME HEAD/SILL 45 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME A ASTRAGAL OR INTER-LO—CK (0)ASTRAGAL OR INTERLOCKASTRAGAL OR INTERLOCK LOCATIONSIANCHORAGEAT (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHORS ARE REQUIRED,'CV) ANCHORS ARE REQUIRED,'CV) ANCHORS ARE REQUIRED.-CV) ANCHOR PAIR PRODUCT REVISED FOR SPLICED 85 1 g with the Florida ASTRAGAL OR SPLICE LOCATION ASTRAGAL OH R SPLICE ASTRAGAL OR (FOR SPLICE Do="do Co INTERLOCK-t-iF NEEDED INTERL 'K_� (FO INTERLOCK CONDITION,DO NOT CONDITIONS ONLY: NOJL-N- 17-0420.12 CENTERLINE CENTERLINE CONDITION,USE CENTERLINE USE THIS DETAIL) . SPLICE LOCATION Expiration Dat, 02/1712020 'C6"CLUSTER DETAIL) IF NEEDED —1.75" —36' 3.5'�d [----7' 3.6" —T 4-- 2.�O 4"DIAG. 2.04" N'DIAG.1 2,04" 1-4. 2.04" DIAG. VDIAG 4.08" 4-DIAG I 2.04" � 7' EXTERIOR EXTERIOR ERIOR 7' vjcfti 4 -,K FRAME HEADISILL 15 4-TRACK FRAME HEAD/SILL 'or 4-TRACK FRAME HEADISILL (cb ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'06') WITH&WITHOUT SPLICE CONDITION ANCHORS ARE REQUIRED,"C5-) ANCHORS ARE REQUIRED,'CV) "Z 1070 TECHNOLOGYDRUE STAYS N. ANCHORAGE,EXAMPLE CLUSTERS Yr.VCF—FL 307, ORIDN.-* z01VAL CERr.CFAU .TILSERIES 770 ALUM.SGD-LM IMPACT NO CHANGES THIS SHEET. /l/iII1100k, A.LYNN MILLER,P.E. JR10/1`04 1�10 22 ja`ft�P-G� —IVI— T0130 '� RE#68705 2'04" 2.04" INTERIOR 2.04^ INTERIOR 2.04" °+1"ANCHOR INTERIOR INTERIOR 711 4'DIAG. F� 4"DIAG. 8.94'6.12° 60F;22.04J 12" 3.5' 3.5" INTERIOR INTCINT RIO f INTERIOR 91 1 1 " I _ CENTERLINE EXTERIOR R 4"DIAG. 4"DIAG. f OF PANEL 3.5• 4•.. 3.5" 3 5" 4., "+2"ANCHOR 2.04" EXTERIOR 2 04" EXTERIOR 4" 2.04EXTERIOR 8,94" 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2.04" 4"DIAG. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3.5^ 1 (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I _ CENTERLINE ANCHORS ARE REQUIRED,"24D ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"14" ANCHORS ARE REQUIRED, CO-)" I�OF PANEL 4-EP1.R INTERIOR EXTERIOR 4.08" "+1"ANCHOR "+3'ANCHOR 7.41" 3.5" INTERIOR 7" 135" 2.04° 4"DIAG. 3 1 E RIOR3.5° 3.5„4. 4.08" 7" "5.37"D AG: CENTERLINE CENTERLINE _CENTERLINE PANEL 4" 3.5" OF PANEL 2-TRACK FRAME HEAD/SILL EXTERIOR EXTERIOR 7" 4" I RIOR ON ^+2"ANCHOR INTERMEDIATE ANCHOR LAYOUT 7 EXTERIOR ALL 90°CORNER 135°CORNER VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ("C6"ANCHOR CLUSTER REQUIRED ('C6"ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG.d PRODUCT REVISED as compliln with the Florida .6.12" Building Code INTERIOR INTERIOR 2.04" NOA-H.. 17-0420.12 2.04" .12" 3.5" Expiration Date 02/17/2020 EXTERIOR CENTERLINE _ 4° INTERIOR 5.88' OF PANEL BY lJ. Mlaml-Dad roduct Control INTERIOR 90° 4" 35" 135° "+3"ANCHOR D 7' A4" 6.12° IAG. 6.12" 137t." . 4.08" lk\ ' EXTERIOR 11111! 2.04" 3.6' 4" 4"DIAG. 3.5" 3.5" I �� 7 EXTERIOR 7" EXTERIOR 4" CENTERLINELY/1(N�/ 90°CORNER 135°CORNER 2.04 �OF PANEL �ICEN qF•,(�� 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL No.58705 (°C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) — ' (3-TRACK SIMILAR) —"0 NOTES: � 1,ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 1070TECHHotoororvvE 2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.VCNICE FL34275 ANCHORAGE,EXAMPLE CLUSTERS %,C�� <ORIDi,•' \Z�� IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS, i341)4aoa3oo '"" �''/s��NAL n"wav: CERT.OFAUTUA2 06 SERIES 770 ALUM.SGD-LM IMPACT '711111 11���� JR 0405117 C NOCHNIOESTHIS SHEET, rovrwaxrcm�r ® ^nc �` �r pe1tlh^ra` w. A.LYNtJLIWER,P.B SOD-770 NTS 11 a 22 PQT0130 C P.E#58705 �• JR 10/}0/14 AuRrc RESMM .. INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET EMBEDMENT:SEE TABLE A,SHEET MIN.OF3THREADS BEYOND EDGE DISTANCE: 7EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1116"' 2-1/16"' 2-1116"' NOTES: Exr�woR - 1/4" 1J4" 1/4" 1.ALL DIMENSIONS EXTERIOR o f SHIM MAX. SHOWN ARE BASED F MAX.SHIM MAX ExreRloR SHIM ON MIN.ALLOWED. j r 2.METAL OR WOOD EMBEDMENT: T � I SUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME SHEET11 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYR, METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SE7E NCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET I •DIAGONAL O.C.IS 2-TRACK FRAME HEAD da3-TRACKFRAME HEAD da 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) WOOD INSTALLATION \�J WOOD INSTALLATIONav METAL INSTALLATION OR 6"(JAMB)SEE WOOD ANCHOR NP., 2X WOOD WOOD ANCHOR TYP., . 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEEP 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 .SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(114"MAX,) 1 SHEET 1� l SHEET 1 _::.w.. "MAX.) r . •::.:::+: :,� ,<::-:. ::, �:. (1/4"MAX.) ,._... •=_,r.. :. ,.J. .>:•.. -... EXTERIOR T _ EXTERIOR R� EMBEDMENT:SEE 2-1/16"' 2-1/16"' 2-1/16"' TABLE A,SHEET 1 LEDGE DISTANCE EDGE DISTANCE: EDGE DISTANCE SEE TABLE A,SHEET 1 • SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET I FRAME e WOOD INSTALLATION Ew WOOD 0 D IN T2-TRACK FRAME SILL Ifa 3-TRACK ALLATION E SILL6Ej�METRA AI INSTALLATION EMBEDMENT:SEE PRODUCT REVISED '1'AtlLE A,SHEET 1 as eomptying with tho Florida Building Coda EMBEDMENT:SEE NOA-No. 17-0420.12 TABLE A,SHEET 1 -'I EDGE DISTANCE: expiration Data 02/17/2020 SEE TABLE A, EMBEDMENT:SEE METAL TYP., SHEETI By TABLE A.SHEET i ~1 EDGE DISTANCE: SEE ANCHOR M!a r Da roduct(antral 2X WOOD EDGE DISTANCE: O 2X WOOD SEE TABLE A, NOTE 4,SHEET 1 TYP.,SEE ANCHOR SEE TABLE A, TYP SEE ANCHOR SHEET 1 NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 — ' 2-1116"' SMS ANCHOR TYP., 2-1 , SEE ANCHOR NOTES WOOD ANCHORTYP., 2-1/16"' &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD NCHORTYP., MIN.OF 3 III 1 &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS Ny LYN O &TABLE A,SHEET 1 EXTERIOR BEYOND THE {J „`�� NS �� METAL EXTERIOR I EXTERIOR SUBSTRATE a <,ICE11 •.���� 1/4"MAX.SHIM �+— 1!4"MAX.SHIM -►�If- P 1/4"MAX.SHIM 1.- TF: No.5A70S 2-TRACK FRAME JAMB ®3-TRACK FRAME JAMB ®4 TRACK FRAME JAMB =•D Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION =�1 t v 1070 rECHNGLOGYORlyE n.=Is+� %�T••, STA '�� N.VEMCE,FL 34276 ANCHORAGE DETAILS ',��,'••:c$ORION,' (941)4841$00 �x CERr.0FAV7H A=W SERIES 770 ALUM.SGD-LM IMPACT � NA L EN JR 04007 C .NO CHANGES THIS SHEET c+oPrrvwnoAtr s.dw+.e '; sn.t m..7 r>M A.LYNN PII�_H P.E. oxo r fi sco-77o NTS 12 m 22 PGT0130 C P.EJ T05 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE; T ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED TABLE A,SHEET 1 PER TABLE ON MIN.ALLOWED. A,SHEET 1 2-1(16"' PER TABLE 2-1/16"• PER TABLE A,SHEET 1 A,SHEET 1 1l4" •DIAGONAL D.C.IS EXTERIOR �,; •. _ .1 MAX MIN 4"(HEAD&SILL) 4 I f SHIM OR 6"(JAMB)SEE EMBEDMENT: I 1 MAX EXTERIO� MAX EXTERIOR 0& 1DETAILS,SHEETS SEE TABLE A, —I SHEETI SHIM � SHIM PROPERLY SECURED 1X CONCRETE ANCHORTYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES'& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD ja 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION ec CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED iX CONCRETE ANCHOR TYR, PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEETNOTE 5, NOTE 5, 1(1/4 MAX.) $HEET 1� SHEET 1 1 TT (1/4"MAX.) -- �' (114"MAX.) LK ERIOR EXTERIOR `i• EXTERIOR i •r CONCRETE 2-1/16"' 2-1 6.. PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: ]__�[ CONCRETE EDGE DISTANCE: A,SHEET 1 + SEE TABLE A,SHEET 1 PERTABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL ®4-TRACK FRAME SILL 4. Dr. CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION V EMBEDMENT:SEE PRODUCT REVISED TABLE A,SHEET I —'{ as complying with the Florida Bullding Code EMBEDMENT:SEE .0A-No. 17-0420.12 TABLE A,SHEET 1 -�I EDGE DISTANCE BxplratlonDate 02M7/2020 EDGE DISTANCE: SEE TABLE A, EMBEDMENT:SEE 1 CONC.ICMU ANCHOR SEE TABLE A, PROPERLY SECURED 1X WOOD BUCK TYR, A SHEET 1 By TABLE A,SHEET 1 ^~ —1 TYP.,SEE ANCHOR SHEET 1 w Mlam�- ac�uc Control SEG ANCHOR NOTE 3, ;,, EDGE DISTANCE: NOTES&TABLE A, SHEET 1 PROPERLY SECURED SFE TABLE A, SHEET 1 2-1/16"' 1X WOOD BUCK TYP., SHEET 1 2-1/15"' SEE ANCHOR NOTE 3, CONCJCMU ANCHOR SHEETI TYP.,SEE ANCHOR CONC.ICMU ANCHOR " 2-1/16"• PROPERLY SECURED NOTES&TABLE A, 1X VJOOD BUCK TYP., SHEET 1 CONCRETE TYP.,SEEANCHOR SEE ANCHOR NOTE 3; CONCRETE OR CMU NOTES&TABLE A, N ' SHEET 1 CONCRETE SHEET 1 OR CMU EXTERIOR PER TABLE ��� j0 �j�i�� EXTERIOR OR CMU EXTERIOR PER TABLE �7 A,SHEET 1 ���'�,.•' �wENSF••,!� I PER TABLE A,SHEETI fl Q; .F� '51/4'MAX.SHIM —�11 A,SHEET 1 1/4"MAX.SHIM �I I-.— No.58705 - 1/4"MAX SHIM �+- _-*' •; T!'- 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB O 4-TRACK FRAME JAMB = 0 Gc CONCRETE/CMU INSTALLATION Rc CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION =0 S TE �� �•�� f070 TECHNOLOGY N.VENICE FL 04275U.T- ANCHORAGE DETAILS '�,�Fs+''•��ORID,P.,•G��'�;: 041)460.4600 — J/S�0 �\^` "m, roNMr CERT.OFAGTAA29296SERIES 770 ALUM.SGD-LM IMPACT //111111 ++`+�� JR 04/0&ff C NO CHANGES THIS SHEET emm er,.t m"euua w" a.»"6r• ow: cp"a.afi.oero; .w wcn�m�� d PGT0130 C A.L P.E.B 56 OSP,E. JR &0114 . NTS 13 22 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED ATALL _ 2,693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A.SHEET 1 P'-HOOK MOUNTING ADAPTER WATERSHEET ARE FOR WOODANCHORTYP., INFILTRATION CONC./CMU ILLUSTRATIVE SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,SHEET 1 2a ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. .,.' TABLE A,SHEET 1 ALLAPPROVED 2a ,.,,_.s:•:.••: SUBSTRATES. SHEET1 ILLUSTRATION,SHEET 9) «;. '::,: 1-1/4'MIN.EDGE DISTANCE DISTANCE:SEE ;':% > EXTERIOR 3.SEE TABES 1-3, '::.`.-. . :;:. ': za SHEETS 6-8 FOR TABLE A,SHEET I EMBEDMENT: .! - ,:;;;:::`;.:,.*•. SEE TABLE A, ' = " • P-HOOK MOUNTING REQUIRED P-HOOK. za EXTERIOR SHEET 1AND OOK ADAPTER CONCJCMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., 10, p-HOOK '.".,;J'.'•'?, ;,,;; ;`: ANCHOR TYP.,SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES CONCRETE OR ANCHOR NOTES&TABLE ALSO SEE EXAMPLE &TABLE A.SHEET 1 EMBEDMENT:SEE A,SHEET 1 (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER �w PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#2.4, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHORP-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU NOTE 4,SHEET 1: EMBEDMENT:SEE ADAPTER SMS CMU PER TABLE TABLE A.SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE SHEET I ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 48 &TABLE A,SHEET 1 % , '•::...;,. .,:r ",:, .:; (ALSO SEE TYP. (ALSO SEE TYP. EMBEDMENT: :;•r +. ILLUSTRATION,SHEET 9) PRODUCT REVISED SEE TABLE A, as complying with the Florida ILLUSTRATION, :• '"• 28 Building Code 1 SHEET 1 �. >; NOA-No. 17-0420.12 EMBEDMENT: I SPIFFY 9) z SEE TABLE A, EU6`E DISTANCE:SEE '` `;• "" `.' :y y expiration Dia- 02/17!2020 SHEET 1 TABLE A,SHEET 1 ;:"` : 1-1/4"MIN.EDGE DISTANCE 30 `so Nilam Product _ i P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTESn_ ANCHOR TYP.,SEE &TABLE A,SHEET 1 V ANCHOR NOTES&TABLE UE==1- (ALSO SEE TYP. 2.693"MIN. A.SI MET 1 2.693"MIN. ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) �I11111111�� I jP-HOOK FOR USE WITH BOX SILL RISERSP-HOOK FOR USE WITH BOX SILL RISERS `� 4, i PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, `�\��•' ' �1/''�i� METAL INSTALLATION EXTERIORCONCRETE INSTALLATION EXTERIOR Qom; �ICENSF'•.l�� I (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT No.58705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY :Q *z -t.63'e= 10707ECHNOLOGYDR61E ANCHORAGE DETAILS '��S+ '•F4oR1oP„••'•��� N.VEMC$Ft. 76 ; ViR CERT.OFAIVIN.9 98 SERIES770ALUM.SGD-LMIMPACT ' �C NO CHANGES THlS SHEET: cla-maffre 9 sannba”[ aWeaweA.LYNN MILLER,P.E. 1dtWt4 "��n?XAm ® SGD-77G NTS14 d 22 PGT0130 C P.E.068705 _._ I CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL-A!, MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3 INTERIOR DETAILS'Aw'&'Ac', WIDTH SHEETS 12&13 ^l NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS 90' APPLICABLE.SEE DP/ANCHOR PANEL PANEL TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'N2', PANEL HEIGHT AND WIDTH.SEE TYPE 'QS' 'AS' TYPE SHEET 19&CORNER SHEETS 18&19 FOR SECTION A' K MAX.UNIT ANCHORAGE SHEET 11 DETAILS AND SHEETS 12-14 FOR MAX, P°NEL / h MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANELDLO PER 'M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT WIDTH TYP. HEIGHT TABLES EXTERIOR INTERIOR EACH LOCKSTILE,LOCKING INTO SEE PER KEEPER(REM 103)AT FRAME JAMB NOTE 2 TABLES 1-3 13 b JAMB AI N SHEET OR ASTRAGAL, a 3)PLEASE SEE APPLICABLE x X X 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCK X X 'Gw'&'Ge,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR L ���j TABLES. DLO WIDTH=NOM.PANEL WIDTH-7" SILL DETAIL'D',SHEET 18; 90' DLO HEIGHT=DOOR UNIT HEIGHT-10.125" INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' 'D'N'&'Dc',SHEETS 12&13 SILICONE HOT-MELT BUTYL STRUCTURAL SILICONE STRUCTURAL SILICONE 3/16'NOM. BY OTHERS POLYISOBUTYLENE 114"NOM. FOAM WITH WITH DESICCADI7' DESICCANT EXT.GLASS EXT.GLASS ` #8x11' #10 X 1-1/2" PH SMS PRODUCT REVISED PH SMS as comp) In with the Florida INT.GLASS eunding Code 01 INT.GLASS NOA-No 17-0420.12 1z4 KODISPACE 4SG TPS tas SUPER SPACER®NXT" +Lration Da 2/171zozo By Mlami- Product Control &- FOAM EMENT UTYLE EF NT FILL AREA BUTYLENE6116°NOM. PANEL CORNER FRAME CORNER SEALDETAIL DETAIL euTROLL-FORMEDLICONE SEAL DESICAINLESS STEEL EXT.GLASPart# Description Material EXT.GLASS124Kommeding 4SG TPS Spacer system See this ;���a����LCENSF ��125 Quanex Super Spacer nXT with Hot Melt Butyl Sheet forSS GLASS = P' �� 126 Quanex Duraseal Spacer Materials _i} Na-58705 127 Cardinal XL Edge Spacer DURASEAL®SPACER XL EDGET"SPACER Iy} 1k REFERENCE TEST REPORTS; TL-8717,8969 8,5870 +zs tai ='TJ•� �'I I I ZS I •tY` 1070 reclrxocoorawvE ANCHORAGE DETAILS/EJGgMPLE ELEVATlO ''��<5'''40RIDP M remm-sszra Jnr m� aCERT:OFAU1 0=90 SERIES 770 ALUM.SGD-LM IMPACT / ISII� 7HNAL 0%\ JR 0,007 C NO CHANGES THIS SHEET. aoF,•aio,onZ17 , A.evert sok A.LYNN MILLER,RE ^'*mmmm%wG ® "".77o NTS 1 15 122 PG7,0130 C P.E.956705 '• JR 1Wf0/14 ucwexrssese+veo CONFIG. EXAMPLES INTERLOCK DETAIL TOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 ��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; ( �2' l—INSTALLATION DETAILS'GW&'Gd,SHEETS 12&13 MAXHEADER DETAIL'A',SHEET 18; ' D JAMB DE7AIL' ASTRAGAL HEADER•DETAIL'A',SHEET INSTALLATION DE7AILSAw'&'Ac', DLO SHEET 18;INSTALLADETAILS'L1'& 18;INSTALLATION DETAILS WIDTH JAMB DETAIL'GT,SHEET DETAILS'Gw$'Gc', L2,SHEET 19 Aw&'Ac',SHEETS 12&1� SHEETS 12&13 TYP 18;INSTALLATION DETAILS SHEETS 12&13 90° 'Gw'&'Gc%SHEETS 12&13 ( m PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL o /22 'R' L' 'D' 'A' A, TYPE TYPE K, Iz P INTERLOCK DETAIL MAX. CS' 'QS' MAX 'M',SHEET 19 NOM. / / UNIT / UNIT fl0°OUTSIDE CORNER PANEL HEIGHT SILL DETAIL NOM. HEIGHT / / v DETAIL'Ni',SHEET 19& MAX. WIDTH TYP. SEE TAB ES D',SHEET MAX / PANEL SEE PER CORNER ANCHORAGE PER WIDTH TYP. TABLES DLO TABLES 1 3 NOTE 2,- 1 3 INSTALL DLO PER NOTE 2, 1-3 SHEET 11 HEIGHT SHEEN 15 DETAILS HEIGHT UX TABLES 1-3 SHEET 15 INTERIOR 0 X X X SHEETS 12 (� EXTERIOR NOM.PANEL $13 , xWIDTH TYP. x PER TABLES MAXPSEEFRAME& •UNIT WIDTH —� MAX.UNIT WIDTH 1-3 PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:O)= INSTALLATION DETAILS DETAILS SHEET 152( TRACK) 'Dw'&'De,SHEETS 12&13 EXAMPLE:90`OUTSIDE CORNER-XXXX(2-TRACK) ASTRAGAL DETAILS'LT& INTERLOCK DETAIL'M',SHEET 19 DE JAMB DETAIL SHEET 18; ° L2,SHEET 19. INSTALLATION TAILS'Iw'& 1 1 INTERLOCK DETAIL'M',SHEET 19 lIc',SHEETS 12&13� HEADER DETAIL'C',SHEET u HEADER DETAIL r 1 18;INSTALLATION DETAILS JETAIL'H2',SHEET P-I TOOK DETAIL'J'&'K',SHEET 'B',SHEET 18; 'Cw'&'Cc',SHEETS 12&13 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION 'Hw'&'Hc',SHEETS 12&13 'Jc',-KW&We,SHEET 14 DET) 'BW &TIC% DETAILS'lw'&'Ic',SHEETS 12&13 PRODUCT REVISED SHEETS 12$13 as complying with the Florida MAX.UNITWIDTH MAX UNIT WIDTH '►I OOA-NIldino.codo 17-0420.12 I. Expiration Date 02M 712020 PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL _ y TYPE TYPE TYPE TYPE BY M. 1 ' TYPE TYPE TYPE TYPE i — R' L' M. F' F F' pR1ia -Dade rControl co � I MAX. MAX.UNIT NOM. g o I NOM. UNIT PANEL i I PANEL HEIGHT HEIGHT WIDTH TYP. i / / WIDTH TYP. / PER TABLES MAX./ /SEE PER / ti i SEE MAX. PER TABLES 1-3 DLO NOTE2i-. TABLES 1-3 i OTE 2, DLO TABLES 1-3 1.3 HEIGHT SHEET 15 i SHEET 15 HEIGHT ttuuflr i. x x xLL o �Ot,Y•LYNN� � Qa' �i Enfsg .1�� EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;� EXAMPLE:XXXO SILL DETAIL T.SHEET 18; =*: No.58705 (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 4-TRACK,BY-PASS) INSTALLATION DETAILS = M160 EW&'Ec',SHEETS 12&13 Fw'&'F&.SHEETS 12&13 ro7oTECMof.0GYVMYe �,� '• sr7 r'4CI; ti.VENICQFL3075EXAMPLE ELEVATIONS :,t�3,'•�foRlD?,.•''\��� Isoq�aafeoo i •..., a� ��>� cERr ovAfmi azgz9s SERIES 770 ALUM.SGD-LM IMPACT �1"01VAL JR 04NfiH7 C NO CHANGES THIS SHEET oaonw,vro2vv a.b a sir: — o-"At aR A.LYNN MILLER P.E. JR 10110114uaaxxrsarssay® SOD-770 NTS 1B a 22 PGTO130 C RES 58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER Fxr CORNER EXTCORNER INTCORNER INTERLOCK INTERLOCK BOXOUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER ' 35 RECEIVER 35 RECEIVER STILE W/HANDLE BOX OIfT BOX IN WI HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE 90 RECEIVER WI HANDLE W/HANDLE TYPES OUT IN #116 #118 1 #31 #6 SIORLO F PP K TR TQ TC TA TV TW INTERLOCK UT z (a��1 INS K � 8 E P A �C - c /C SQ SC SA SV SW STILED �- RR R S S FD FC FV FW LOCKSTILE D M J J W/HANDLE iaa(ovq (rmurxl W ASTRAGALLR PANEL NOTES, BOX OUT W/HANDLE 0a 0on 1.SEE DP TABLES 1-3,SHEETS 6-8-FOR PANEL ASTRAGAL Chf SIZES&DESIGN PRESSURE. W BOX IN N LEFT '4 INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J W/HANDLE tks (BOX" PANELffDy� PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS (_ ASTRAGAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. � .BOX OUT 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES (enr00O amour '(#61),CORNER RECEIVER(#118)AND EITHER r ASTRAGAL T / � PANEL AB SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER BOX IN / �/ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. • L11 (BOX" 1= J 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER R T Cl TNT CORNER (#61)AND CORNER ADDON(#31). 90 J W/HANDLE LLI EXTCORNER120 SILL RISERS OPTIONS 232' I-- '232" " Z 90 LUCKS IILE QT QS Q WI HANDLE#11B 232' EXTERIOR PRODUCT REVISED EXT C .232" pOE_Rf0_R_ I EXTERIOR .O6T as complzing with the Florida I'.REOwT ^� �� 1�3 ,062' 4.066- Building Code W/HANULE L7+ }-yv'`I� C /V' (V'--I •062" 3.306' NOA-No, 17-0420.12 #tte __ 2�" MT CORNER#6, AT AS DF 1.56T Exq+lration Date 02/17/2020 90 RECEIVER " �� W/HANDLE #110 Mla -Dat Protluct Control EXTCORNER CF 1B'FLUSH'1E1/2F�T" 2U LOW,2-112" FLAT OM[D MEDIUM, 24 HIGH,4- .760- EXT FLAT 90 RECEIVER EXT CORNER6 + 7bD° .760' 135 RECEIVER VT VS VF i I EXTERIOR W/HANDLE #B1 •IOR fes--•.750" EXTERIOR .082" EXTERIOR EXTERIOR I INT CORNER + C]� EBOX* '9�" a .062' � .U62" 4.055 35 RECEIVER WT WS WF W/HANDLE #et 2.655' 3.305' 111111116/!! .082" te'FLUSSILL H 1E/2" 21 OWSILL R2 1/2"ISER BOX 73 MEUIUMSILL e3 1/4"X O HIGH,4"SILL ER,BOX *./ N0,5870.5 Gl NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 1070E FUVE VEMCC,FL3427s AP NEL TYPES %RA.Sa 6 ."may oe� CERCERT.aFnUTH,822M SERIES 770 ALUM.SGD—LM IMPACT JR 040687 C NO G4A/JGES THIS SHEET. ceamrr."rewn sa,aTS some17 mTi9e�PGT0130 C P,E.#$8705 A.LYNN MILLER P.E. SOD-770 N22 axrm a7: arse • JR 10/!0/14 ASSEMBLY DETAILS 108 FULL PANEL JAMB LENGTH (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) 80 08 61 105 LOG PAR POrFJAGTH 14 75 S 107-11 17 14 60 OR 6110 b oR e1 6o OR 61 2-TRACKJAMB G12-TRACK JAMB (SHOWN 5 SEE DETAILG1I CLIP#105 WITHFOR FIXED OPERABLE LOCKPART W/RETAINER#106 ) gp PANEL CLIP 75at07-1t (SHOWN WITHPANELFIXED PANEL TO LOCK PAEr SEE RETAIL G2 THE INTERIOR EXTERIOR 103 113 758107-10 103 FOR FIXED b 6o OR 61 r-I ) PANEL CLIP 103 1 EXTERIOR 14 v 16 5 112 FULL LENGTH G2 16 17 #10 x 3/a° 123 ftOF 2-TRACK JAMB 40 2-TRACK JAMB J LIXTERIOR exrewoR60 OR 61 �EX7ERIOR I I EXTERIOR SMS,X 3CLIP#80 OR#105 5152W/SCREEN � V6"LONGW/RETAINER#123 3-TRACK JAMB 3-TRACKJAMB 4-TRACK JAMB 4-TRACK JAMB 60 (SHOWN WITH Hi (SHOWN WITH H2 (SHOWNWITH 11 (SHOWNWITH 12 (SHOWN WITH MIDSPANFIXED PANEL TO OPERABLE PANEL) FOXF.n PANEL TO FOXED PANEL TO OPERABLE PANEL) THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) ,DE—RIOR �yEXTEPJOR vv 121 SEE DETAIL ON SHEET 15 v 121 SEE DETAIL ON SHEET tM— FXTERIOR EE DETAIL ON SHEET 15 53 2 • 112 8 45 5113 5 5 52 51 69EXTERIOR 09 V _ a a PRODUCT REVISED as complying with the Florida SHOWN WITH 2--TRACK W/SCREEN 6R\3-TRACK 4-TRACK MAX.UNIT Building Code OPT.SCREEN FRAME HEAD QVFRAME HEAD FRAME HEAD HEIGHTPER Noa-No. 17-117/20 2 TRACK TABLES 1-3 Expiration nate 02!77/2020 Vk By— F@ Miam-Dade duct Control 53 69 rr rr EXTERIOR EXTERIOR - 62 51 72 OR 73 � OR 46 1t 113 11 1 t 48 47 0 8 EXTERIOR 112 5 113 113 \,1511111111//// a5 b \ `\ ICEN 2-TRACKWISCREEN 64-TRACK FRAME SIILL E FRAME SILL WFRAME SILL Mo.58705 ITEM 81 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES ' 1,3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. (� C, '0 '• BhE P 4C,` 10707ECHNOLOGYDRNE N.VFNrA 80 5 7VERTICAL SECTION DETAILS er as CERT CFAU7N.&197290 SERIES 770 ALUM.SGD-WINDOW-LMl JR 04N617 C NO CHANGES THIS SHEET. covlwclrFamir "*Yv ' mY: s�we a"amM' A.LYNN MILLER,P.E. -1w, Osla' CA Bels: N9 JR 02120114 u r'„K,rrs � _ oo-77o MNDow NTS f8 22 PGTD129 C P.ESI68706 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) twlrn 4 INTERIOR28 *gE�XaTERIOR 113 30 27 63 Y8 103 62 111 63 60 OR 61 fi0OR61 65 14 20 120 5 s5EXTERIOR 117 62 , 90° EXTERIOR EXUMOR INTERIOR EXTERIOR n_ jP-HOOK FOR FLAT SILLS E P-HOOK FOR BOX SILLS INTERIOR IJ (EXT.OR INT.MOUNT) EXT.MOUNT ONLY go. LOCK PART 60 OR 81 LOCK PART LOCK PAR' 75&187-11 76 S 107-11 75 8 107-1 s1 s ®INTERLOCK M 14 ' I11360 Fj 87118 ITEM#61(HEAVY-DUTY EXTERIOR EXTERIOR 7 STILE)SHOWN,ITEM#60 B7 (STANDARD STILE)ALSO STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 90`OUTSIDE CORNER E 90°INSIDE CORNER APPLICABLE SEE TABLES l1-3.SHEETS 6-8 FOR DP Lt \1WWITH STANDARD STILES#60 WITH HEAVY-DUTY STILES#61 Nl2-TRACK SHOWN W2 TRACK SHOWN (PSF)ASSOCIATED WITH EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES. (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 4 INTERIOR PRODUCT REVISED as complying with the Florida 31 LOCK PgRT Building Code 75&107-11 NDA-No. 17.0420.12 QINTERIOR •�.INTERIOR Expiration D� 77/2020 5 5 135' By ' MI - roduct Control 11 7gA fit EXTERIOR 61 \`lttitll l lll77V IV— j! 32 103 81 t7(TERIOR 17 7 5 `��� •yIGEMSF ���'�i is N 1 a 31 v 14 ®135°INSIDE CORNER Q;' .<C% 0 2-TRACK SHOWN i N0.68705 -_ 135°OUTSIDE CORNER 1t- Ot 2-TRACK SHOWN - yN ' =poo S%T 01 1070=`;r ECNNOLOGYDRIVE 01" •O�ORIDP •\`�� N.VENICQ FL 9Q2T6 HORIZONTAL SECTION DETAILS,CORNERS '.,S's G.� (sa1)400•i600 ,,,, 77��NALI w. or oma w�ia'wx CERT.oFZA l d�—i5 SERIES 770 ALUM.SGD-LM IMPACT JR 04W17 C NO GLINGES THIS SHEET. ctWmloxromo s kwu awe ere a°wax,, ro.: A.LYNN MILLER,P.E. SGU.770 NTS 19'm 22 •PGTO130 C REA58705 .. JR 10/10H4 nunrorrsnFaelvm Item PGT PGT# Description item PGT PGT# Description NOTES: Dw ,# I Dwg.# 1)ALL ALUMINUM=606376 1 17906 617308 2-TRACK HEAD 60 17325 877325 PANEL STILE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 61 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78.84-99, 3 17309 '6173W 3-TRACK HEAD 62 17327 817327 @1TFRLOCK ADAPTOR 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE WMRLOC 0 NOT PART OF THIS APPROVAL. 5 17314 817314 FRAME SCREW COVER 04 1729 71729 SILL END WEATHERSTRIP PAD 6 1 17317 817317 FRAME HEAD/JAMB Ann-ON 65 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17305 617304 2-TRACK SILL. 67 17329 811329 ASTRAGAL MIN.#10 SMS OR 3/16'MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 817339 HEAVY DUTY ASTRAGAL ANCHORS(dl 24"MAX.O.C. 9 17307 817307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL 10 17310 817310 44RAC<SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-112."X 1'X3/4°HIGH FN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78163X TANDEM ST.STL ROLLER ASSY. _ 13 17316 617318 IFRAME SILL SCREEN ENDADDON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-8 ,DOW-995 OR GE-7700 15 1 17302 817302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 16 17308 617308 3-TRACK JAMB 76 71032AFPFX 81032 X 1"FL SS SCREW W/TYPE°F"TIP 17 17311 017311 4-TRACK JAMB 77 7103239 1032 STEEL LNC W4UT 18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 79 17357 677357 1'IG BEAD 19 17319 017319 SILL RISER-BOX,FLUSH,1-1/2° 80 17359 817359 7116"BEAD!FDED PANEL CLP 20 17321 017321 SILL RISER-FLAT,LOW,2-112' 81' 17380 617360 9116"BEAD 21 17318 617318 SILL RISER-BOX LOW,2-12" 82 1224 G1P247K VINYL BULB WEATHERSTRIP 22 17355 517355 SILL RISER-FLAT,MEDIUM,3-1/4' 03 81745 1745 LOWE INC,U2'X1J16°SGL SIDE ADH.TAPE,POLYETH. 23 17354• 017354 SILL RISER-BOX MEDIUM,3-1/4° 100 8062 48052 ROLLER ADJ.HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4° 101 72087 4WOSUMPER 25 17320 817320 SILL RISER-BOX HIGH,4" 102 1696 71698 IXJSTPLUG 28 17333 617333 POCKETP4100K 103 8188 76186X 1"KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P4100K 104 853 7SOKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKF,T P-HOOK MOUNT 105 17344 617344 FDED PANEL CUP-6°LONG 29 17335 017335 P41OOKCOVER 106 17352 617352 FDED PANEL RETAINER-'9115" 30 17348 677348 POCKET P4100K FOR BOXRISER 107 1739 71739 HANDLE KIT-NTERIOR RAISED WTTH THUMB TURN 31 17378 817378 135 CORNER 108 1740 71740 HANDLEKTr-RAISEDEXTERKIRHANDLE 32 77376 817376 135 EBRD MOUNT 709 1731 78f62SN HANDLE Kir-RECESSED NTERIOR WITH TH_UMBTURN PRODUCT REVISED ITEMS 4053 ARE SCREEN PARTS: 110_ 1732 78178 HANDLE Kff-RECESSED EXTERIOR PULL as complying with the Florida 40 4319 912258 SCREEN SIDE RAL-LOCKSTILE 111710)04PPSDAX#I0 X314"PH.PN.TEK-S.S. Building Code 41 7LOCKWGSK_SCREEN LOCKSET 112 1235 67576 WSTP,.270X.170-FN SEAL NOA-No, 17.0420.12 42 41618 SCREEN KEEPER SPACER SET 113 1712 84068 .187•'X290"FNSEAL Expiration Date 02M 712020 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 710X715PPX #70X1-112° By^m 44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710X'PT 910 X i" Miai-Dad -duct Central 45 4317 812256 SCREEN TOP RAR. 118 720XIX 914-20 X 1"S.S. 48 4318 612257 SCREEN BOTTOM RAIL 117 720X112X 414-20X1-112'S•8. 47 658 78RAZ STANDARD ROLLER tilt 17330 017336 90 DEGREE CORNER RECEIVER i 48 668 7SRAX STANDARD ROLLER-ST.STL 119 17337 017337 90 DEGREE OUTSIDE CORNEA ASTRAGAL ' 49 4344 04344 SCREEN ASTRAGAL 120 17336 611733!1 90 DEGREE INSIDE CORNER ASTRAGAL 50 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 IFDED PANEL RETAINER,718" 51 1692 81692 SCREEN SPLINE-.165" 52 1694 81694 SCREEN SPLINE-.156° `tltlt11117!/// i 53 618JOC20 SCREEN CLOTH ;��,`��••GEN 64 1725 112°X4"X 7/18"SET.BLOCK,NEOPRENE.65+/5 =-. •LIENSE'•,{/_ i 55 1728 1'X4"X7/70"SFT.BLOCK,NEOPRENE 85+/5 � �' '•� � *: No.58705 =�0,� 8 YE F (� 1070 TFCMOLOGYDRNE %�'•..F<ORIpP•, ���� K VENICE,FL 94776PARTS LIST , (951)480.1600 DW 7is1064AL 0,1\' a.wcx mer no.4� CERT.OFAU7H,&22W SERIES 770 ALUM.SGD-LM IMPACT //,,I 1111"I" JR 04105"7 C NO CHANGES THIS SHEET. cc1P WGNroal/7 6.'r safr: u°'° aaros. lac A.LYNN MILLER,P.E. wr: G,"a.a ora Pcr.WDWFxE Wa ® gpp-770 NTS20 d 22 PGT0130 C P.E.958705 ,. JR ICVIWf4 .luacxraramv7a .._ 8.562' 0.080" --j 1.36 1.872" 1.505" mol" • 1 0.062, 1.019" 0.081" n12-TRACK HEAD 4-TRACK SILL 0,081" (6063-T6 AL) (0003-TO AL) - 40 SCREEN 40GAITTE 6.198, 6.526' (B063-T6 AL) 0.0801, 0,080" 7T-� FT i - 1.993. 0.062" @2-TRACK HEAD W1 SCREEN TRACK Q93-TRACK SCREEN (6063-T6 AL) (6063-T6 AL) G 2-TRACK JAMB &TOP RAIL 7.105" ---------— I 2-TRACK JAMB N/ (6063-T6 AL) (6063-T6 AL) 6.221' S5 SCREEN TRACK 0,080" (6063-T6AL) 1.36" 1.211" 1.605" 10.875" .36" 0.081" Q3 3-TRACK HEAD 8 2-TRACK SILL W/SCREEN TRACK L 0.062. (6063-T6 AL) (6015346 AL) 0.081, SCREEN EON 46 BOTTOM RAIL 1,112" (fi063T6 AL} 4,49' 0.081" 0.0801, PRODUCT REVISED 1.211" 1.605" 7.105" as comp'l ing with the Florida Butlifing ode NOA-M., 9,141° W ExPllOn Date 02117/2020 00 4-TRACK HEAD 2-TRACK SILL 4 (6063-Te AL) (6063 T$AL) -X- 3 0.062. t2360" ��' 0.�3�2' 0.760" 0.0601, 1.516. 1'990" DF ME HEADMAMB SCREEN FRAME SILL SCREEN ADD-ON C12 13) ON ... ... (6063-T6 AL) : NO ADD (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN,#10 SMS N0.58705 Ile OR 3/16"MASONRY OR 3/i6"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS, ANCHORS @ W MAX.D.C. ANCHORS 24-MAX D.C. (6063-T6 A[)-- :.P 4: 10707WMVOLOGYDRM F A VEWCE.FL EXTRUSIONS Fawn L -'V 116.7 1 CERT.OFAUTIR#2=0 SERIES 770ALUM.SGD-LM IMPACT r4o OMOES MIS SWEE I& YNN MILLEP, . SOD-770 NTS 21 022 &.AvPGTO130 C A.LP*Ep#58708 P.E 0.718' 0.83" 2.304" --�l• 0.752" jL�I 3.802" 2.802" 0.796° 1.163' 0.885"L3 0.062"0.5 0.062" 0.080" 0.264" � 0.075" 0.233" 0.062° OFRAME SILL P-HOOK MOUNTING P-HOOK SCREW S 11 - 28 P-HOOK 28 29 30 P-HOOK FOR BOX RISER SCREW COVER TRACK ADAPTOR COVER 0.080" (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) .. 2.30 4" 4" 1.488' 1.739" +1 0.080' .016" 1-.-•---•- 0�" 0.062" 1.6(0.830" I 0.133° 0.062" 2° 1303" 0.326"1,870" 0 1.600 1.888° 974" 3.12 3.125" 0.06 2.44„ INTtRLOCK INTERLOCK 031 LA 135°CORNER 3z 135°FIXED MOUNT 6o STANDARD STILE 81 HEAVY DUTY STILE O (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER 65 SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979° � 3.979" .. � _ ► � . 4.125" - -- - 1.050° � 1.050° 1.050" 0.075" 0.075' 1.646, 1.645" 0.062' 1,304" r.045 289" ,811° .40.281" 0453.25" .045" G+ " �- GLAZING 7/16"GLAZING 9/18"GLAZING PRODUCT REVISED s7 STANDARD ASTRAGAL ea HEAVY DUTY ASTRAGAL U TOP/BOTTOM RAIL 7s eo et BEAD(I.G.) BEAD,FO(ED BEAD (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) Bui d1 g oa with the Florida (6063-T6 AL) NOA-No. 17-0420.12 1.003" 1.03" Expiration Date 02/17/2020 P 4" 5.621" Miam -a� ue Control 0'757" 0.080 0.050° 105I FIXED 0.709" 2.893" 0.133" PANEL CLIP 1.498" 0.133 1.498" (6083 T8 AL) 0.080" 660" 0.863 FIXED 0.709' t23 FIXED PANEL 5.621' 4 ` -f RETAINER 7/8° 120 90"INSIDE CORNER ASTRAGAL �� Y LYN 0.080" -+II•T- l (6063 T6 AL) 2'826" 119 90'OUTSIDE CORNER ASTRAGAL O(6063-T6 AL) �`���........... N�. .. Fjv FIXED PANEL 118 90"CORNER RECEIVER (8083 T6 AL) •' 1Os RETAINER.9/16° (6063-T6 AL) _* t N0.68705 *_ (6063-T6 AL) ka t0707ECHNOLO0YDRIVE oK VEWCA Fc�7sEXTRUSIONSOc� fi�,AIZE o (041)480-1900 rac �i�C`' F�ORIDP.••' \�� CERr.OFAUTH.AM98 SERIES 770 ALUM.SGD-LM IMPACT awJmRnr. o.0a4N5H7 enaaC"a aNxO CH 9 _ ® SG0.770 SSZONAL ..m A. W1iUkEN.EANGES THIS SHEET. oa8rtaaxr tLsNTS 2 22 PGT010 C P.E.p58705 JR0/14 C`\ , { 1 MIAMI- MIAMI-DADE COUNTY ® DADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High V - TION: Series "HR-710"AluminumHorizontal RollingWindow—L. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets I through I 1 of 11, dated 02/28/06,with revision H dated 03/24/17,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 Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Contiol 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. This NOA revises NOA##16-0714.13 and consists of this page 1 an evt - , and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plase ia,P.%V 2 8.2018 ST. Lucie County, Per No. 17-0411. MIAMI-Di DE CO xp' tlo�n,.,,� a e: cember 21,2021 �3►pp'0�arr ate: August 31,2017 ,r 1 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window,Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision H dated 03/24/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform-Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer°NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NDA No. 16-0714.13) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted'under NOA No.06-0405.06) orge M.Plasencia,P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-1 a a` 'PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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, TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NDA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America,Inc. for their"Trosifol®Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014) and FBC- 61b Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.X3) rge M.Plasencia,P.E. Prodct Control Unit Supervisor NOA No. 17-0411.06. Expiration Date: December 21,2021 Approval Date: August 31,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cor wtmD) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory,Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NDA No. 07-0815.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13,issued to PGT Industries for their Series "HR-710"Aluminum Horizontal Rolling Window—L.M.I., approved on 09/01/16 and expiring on 12/21/21. ,;--'Jorge M.Plasencia,P.E. Pr9 uct Control Unit Supervisor I NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-3 GENERAL NOTES:SERIES HR-71 0 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW IMPACTRA7ING DESIGN PRESSURE RATING 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2). LARGE a SMALL E VARIES PER OPTIONS.A 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090'PVB INTERLAYER. IMPACT RESISTTANTANT SEE sHEETe B.5116"LAMI CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A.090'PVB INTERLAYER, C.5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090'PVB INTERLAYER D.7/16"LAMI CONSISTING OF(2)LITE$OF 9116"ANNEALED GLASS NTH A.090"PVB INTERLAYER. E.7116"LAMI CONSISTING OF(1)LITE OF 3116°ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH A.D90'PVB INTERLAYER. F.7116'LAMI CONSISTING OF(2)UTES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'PV13 INTERLAYER. PRODUCT REVISED G.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 3/8'AIR SPACE AND 5/16"LAMI as eompl1n'ng with the Florida CONSISTING OF(2)UTES OF 118"ANNEALED GLASS WITH A.090'PVB INTERLAYER. Building Code H.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 3/8'AIR SPACE AND 5/16'LAMI CONSISTING OF(1)UTE OF 118"ANNEALED GLASS AND(1)UTE NOA-ria 17-0411,06 OF 1 Expiration Date 12121/2021 " R 16° NNEALED MIN. GLASS 5/16'OR 318"AIRSPACE AND 1 ° By CONSISTING OF(2)UTES OF 118"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. Miamt-C a roduct Control J.13/16•LAMI IG:(1)LITE OF 1B"OR 3116'ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090'PVB INTERLAYER K 13/16"LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,3116°OR 1/4"AIR SPACE AND 716"LAMI 324117:NEW LAYotrr,SHEET CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. REORGANIZATION.UPDATED ANCHOR QUANTITY PER L.13/16"LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAM[ 2017.01ANG D ANCHOR TYPES CONSISTING OF(2)UTES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER 2.CONFIGURATIONS:OX,XO;XOX . . 8 g = 3.DESIGN PRESSURES:(SEE TABLES,SHEET 8) a to err A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. o 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. C}9 N o +reo O 4.ANCHORAGE:THE 331/346 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. O S N 5.SHUTTERS ARE NOT REQUIRED. Z ' v 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.,858V LL d c a w 7.REFERENCES:TEST REPORTS FTL-4 ,FTL-4859 AND FTLASM0. ELCO ULTRACON NOA S ul ANSI/AF&PA NDS FOR WOOD CONSTRUCTION n ALUMINUM DESIGN MANUAL o 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). z" L LL 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. O TABLE 1: 1)WHERE SUBSTRATE 8 p e And/or Frame [M�ln.Edge Min.O.C. Min CONDITIONS REQUIRE ® B f- co N Group Anchor Type Member Sam Distance Distance Bnbedmentor # O ~ z ANCHORAGE FROM MORE Metal ThlCkneae THAN ONE OF THE ANCHOR N O 2,Steel SM9(Gr.5}, gouthern Pine(SG=0.55) 8116" 7!8" 1-w8" GROUPS ABOVE,CHOOSE THE ua O w A (rdn.of 3 threads beyond All 6083.75 Aluminum 318" 8118" 118" ANCHOR GROUP OF THE 0 2 � o metal substrate) A30 Steel or Gr.33 Steel Stud 318" 9/16" 0.045 18 Ga) LOWEST LETTER FOR ALL g Z K Jamb -114" SUBSEQUENT TABLES IN THIS v W T B 1I4'Elco UltreCorl® All concrete min.265 ksl 1'" a" 1�l4" PROVAL. NOA DRAWING MAP gars AI " 1/4"410 SS Elco CleteFlex® All Southern Pine(SG-0.55) 1" 1" 1.3/b• 2)FLATHEAD ANCHORS MUST SHEET i r Jamb Hollow Block,(ASTM C80) 2-112 e' 1-114" BE#12 TRIMFIT HEAD. GENERAL NOTES.............t ���O,NY LYNN4�'�i C 114.410 SS Elco CreteFlex® All Concrete{m[n.3.35 ksI 2-1/2' 4• 13f4" GLAZING DETAILS............2 M1���`r,-•�� p ..��i`��' ELEVATIONS.....................3 TABLE 2: VERT.SECTIONS.............4 Material Min.F Min.F. * �� F, CODES r STANDARDS USED: HORIZ SECTIONS............4 @teal Screw 92 ksi 120 kW :2017 FLORIDA BUILDING CODE(F8C),67H EDITION CORNER DETAIL..............4 Elco Ultmoon® 155 ksi 177 kai :2014 FLORIDA BUILDING CODE(FBC).5TH EDITION PARTS LIST.......................5 41088 Elco CmteFiex® 127f1 ksi 188.7 kat 'ASTM E130009 EXTRUSIONS....................6 '.� % :ANSVAF8PANDS-2015 FOR WOOD CONSTRUCTION INSTALLATION..................7 '��' �ORro.'',{'2`` 6063•T5 Aluminum 16 kel 22 ksl :ALUMINUM DESIGN MANUAL,ADM-2015 ''i 6083.79Aluminum 25 kel 30 ksl .AISI SIDa1z ANCIHOR QUSANTITI'S.....,.9-11 r'll?,I I,% A36 Steel 38 kit 58 ksi •AISC 360.10 Gr.33 Steel Stud 33 ksl 45 ksl A LYNN MILLER.PF. P.12AW055 ; 21 50 XGLASS3WANNEALED SILICONE HOT-MELT BUM 53 112"NOM. . STRUCTURAL GLASS BITEITE STRUCTURAL SILICONE 3/18'NOM. POLYISOBUTYLENE 1/4'NOM. SAM WITH WITH DESICCANT DESICCANT PRODUCTREVISED 51 60,61,62 5 EXT.GLASS EXT.GLASS as co g le. with the FI.Ada 1$'ANNEALED OR HEATSTRENGTHALED OR HEATSTRENGTHENED GLASS NOA-Na 17-0411.06 •os0'PveINTERLAYERTERLAYERIratlon Date 1TJ21/2021 1/8'ANNEALED OR HEAT STRENOTHENEDGLASS 3/18ANNEALED OR HEATSTRENGTHENED GLASS FSP '3178'NOM. lite'LAMINATED 5/16"LAMINATED GLASS 7M6'LAMINATED GLASS INT GLAss INT.GLASS ey Ml p Produet Control KODISPACE SUPER 4SG TPS SPACER'BNXTT" =4117:NEWSHEET GJ EXTERIOR INTERIOR (ALL SECTIONS) ALUMINUM o = 50 REINFORCEMENT pOLYISO- DESICCANT FILL AREA j a a . 2KGLIASS 21 BUfYLENE- 5116"NOM. Of m BUMS 5/16"NOM. S SILICONE SEAL .>- 112* 85-68 M, 112"NOM. DESICCANT ROLL-FORME13 C9 N tr STAINLESS STEEL O 9 N N BITE GLASS BITE FOAM c S Z N EXT.GLASS Z LLLu 52 EXT.GLASS Uul,`'l fa68,69,70,71 72,73,74,75,78, Z `EALED OR HEAT STRENGTHENED GLASS 8116"ANNEALED OR HEAT STRENGTHENED GLASS .830'PVB INTERLAYER .096"PVB INTERLAYER INT.GLASS INT.GLASS IN ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS `-' iS W VIS'SAWO IVAIR PACE 311VORINAI SPACE DURASEALO XL EDGET"M 0 o W8'OR3N0'ANNEALED ORTEMPERED GLASS 1/81 OR 3116'ANNEALED OR TEMPERED GLASS B7 SPACER &SPACER `" 13/18'N1MM. 13118'NOM. ® � � wy8 13/16"LAMI IG GLASS W15/16"LAMI 13!18"LAMI IG GLASS W/7/16"LAMI z Z TABLE 3: O a GLASS TYPES: part# Description Material Ix 0 6006 A.5116'LAM]-(1/8"A,.090"PVB,VW A) B.5/18"LAMI-(1/8'A,.090'PVB,1/8°HS) 85 Kommeding 4SG TPS Spacer System o = to c C.5118"LAMI-(1/8"HS,.090°PVB,1/8'HS) 86 lQuanex Super Spacer nXTwRh Hot Melt Butyl See this j g Z D.7116"LAMI-(3116"A-090-PVB,3/18`A) B7 4Uanex lAlreseai Spacer MaterialsSheet ru a _ E.7/16'LAMI-(3116'A,.090"PVB,3/16"HS) F.7/18"LAMA-(3/16"HS,.090'PVB,3/1W HS) BB ICardirmiX Edge Spacer aal s D G.13118°LAMI 16"-118"OR 3/18"A(MIN.),5/16"OR 3/8"SPACE,¢116°LAMI-(118"A,.090°PV8,1l8"A) REFERENCE TEST RE S: E717,8968&897 " " " 6"HS ��,�`C t Y LYNAr yfl'%'. 1. 13/16"LAMI IG-1/8""OR 3116"A(MIN.),5116"OR 318"SPACE,5118"IAM]-(118"HS,.090'PVB,118" . V, K.13/16"LAW IG-11W OR 3/16'A(MIN.),3/16"OR 1/4"SPACE,7/16"LAW-(3116"A,.090-,3116"HS) No:58705 L. 13116"LAW IG-1/8"OR 3116"A(MIN.),3116"OR 1/4'SPACE,7/16"LAMI-(3118"HS,.090",3/16"HS) =* -0' X� j''• l�'�,�: FOR INSTALLATION IN THE HVHZ ABOVE 30 ���.�'. C7? FT.GLASS TYPES G-L SHALL HAVE A F taIrea ♦ . TEMPERED I.G.GLASS CAP,BOTH THE DP AND �i`S'S "" C�• ANCHOR QUANTITY REMAIN UNCHANGED, A LYNN MILLER P.E. 'PVB"=KURARAY TROSIFOL®PVB INTERLAYER P.E.058705 i 1�. 27 318" 27 3/8" 27 3/8' MAX.DLO —.. 54 5/16'MAX DLO FIXED MAX.DLO MAX.DLO VENT VENT FIXED D D g g 6 PRODUCT REVISED B { as complying with the Florida / Building Code Np t 17-0411.06 / Expiration Date 12121/2021 Jayy x o I Mlaml-Da Product Control J// x X a x _ _ _ anan7:NO cwwcEs THIs SHFFI'. i Z Nu)cn .� I�— 85 7118"MAX WIDTH I.F.FRAM E—�{ t` y c 110"MAX.WIDTH I.F.FRAME — =I I _I > I. O Iffrrr---86 7/16"MAX WIDTH FLANGE FRAME C7 t2 a 111'MAX.WIDTH FLANGE FRAME 00 9 vt n �a Z DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) °z l' taW v W?to e a axe0 NOTE: 33 9/16"MAX 33 9116"MAX. 1.SEE SHEET4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. $z DLO FIXED D DLO VENT Lu O cn PIC 63"MAX SEALANT OR GASKET ® � FLANGE AT HEAD AND SILL Fy A I A FRAME ON to z ALL. 15 o Oz ans bT 3/8" 56" CONFIG. a MAX. / / Au n DL DLO ALL 43 I.F.FRAME Q w = VENTS FIXED / / 62MAX. _^ .ai ww LITES / I.F.FRAME X ALL Y CONFIG. �.`s����R NNom! *:/Q N0.68705 1 13 FLANGE FRAME r 73"M DTH I.F.FRAME VIEW D-D WIDTH FLANGE FRAME DETAIL A-OX OR XO (FRAME CORNER CONSTRUCTION) tirnrawF iNa PE PER 58705 f } INTERIOR 37 32 35 39 1 44; V Q 1s 13 PRODUCTREVISED EXTERIOR 4 s'tia�e codeWith the Florida NOA-No. 17-0411.00 MAX,VENT DLO �� MAX.FIXED DLO � MAX.VENT DLO Expiration nate 1212112021 MAX.WIDTH(FLANGE FRBy AME) .Alam induct control EXTERIOR 19 SECTION B-B 17 H (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) SHEEET.ET. cHancES mis S co T 17 a � ^� HEIGHT INTERIOR 35 32 37 39 C-1 O FLANGE }N o FRAME MAX. C� opo Q 16 =W w F Z r w MAX z wero 97t a v FIXED ��� CAW DLO o MAX.FIXED DLO —► MAX.VENT DLO I 43 2 O r 22 C-a MAX.WIDTH(I.F.FRAME) w rws 21 EXTERIOR SECTION A-A ® Z (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) ° 5 z u 24 0 C 8 22 41 22 w 2 a to 12 24 EXTERIORLj INTERIOR �u �d 7 S127 21 ."%",Wf iLYNN�'''�iy 7 '�`�ucENSF:W!!!'f EXTERIOR INTERIOR '.* NO.5&705 �p 10 10 SECTION C-C 42 SILL HEAD �'��s�gNAL•E��`` I a�n4�mlb+RE (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION, I.F.FRAME) PPJf 3870.4 ,. E TABLE 4: MW DWG#REVI DKSOMMON MAIL PGIiW nmm DWG#REv1 DPSCEUPWIN MAIL PGM 1 4102 A IFIANGEFRAMEREAD 6063-TEAL 617237 66 CTAS 13/16-LAMI&VIIIA .,319-AR SPAM 5116-IAMI LVA .090PVB,1WA SASH STOP STD. (ANTZIdFT 6063-TS AL 61rJA4 67 13116"LAMIIG-U8"A IN. 3/8"AMSPA 5/16"LAMI L8"A,.090PVB U8"HS 2 4025 3 SASHS O PAN HEAD 7834AA 68 13/16'LAMIICi•US"A IN.).WAIRSPA MI 5/16"IAU8" .090P V8"B8 4 4053 SASH STOP C10VI R ASH S 6063-T5 AL 69 13/16"IAMIIG 3/16"A 5116"AIRSPAM 5/I6 IAMI ll8°A,.090 PVB,U8"A 6 4136 FLAN(;E FRAME SQL 6063-T6 AL 64136 70 13116"LAMII&3116"A 5116'AIR SPAC$5116"UNU U8"A,.090PVB,VMS 7 4137 FLANGE RAM 6063-T6 AL 64137 71 13116"IAMIIG3/16"A . 5116"AIR SPACP�5116'LAMI'/8-HS.090PVB ll8" 72 " IY16"LAMIIG1/8-A . U4"AIR SPACK7/16-IAM IG'A,.090PVA 3/16'A PRODUCT REVISED 8 4131 ROIMTRACK 6063-'116 AL 64131as eompl Ing with the Florida 73 I3116"EAMIIGI/8"A(MIN. U4"AIRSPA Me LAMI(3116-A,.090P 3/16'135 Building oa0 10 71298 VnWHOIECOVIR POLYPROP, 71298 � MOA-No.— 17.0411.06 12 1626 ADHEs MOPER C EELFOAM PAD 7PAD1626 74 1.3(16"LAMI IG•116- (MIN.).U4" -AIRS E M LAMI 116111E.090PVB 3116611E 75 13/16'LAW ICr3/16"A . 3116"AIR SPA 7/16"LAMI 16"A .090P 3/16'A P.xpiratlon Date 12/21/2021 13 4002 A IFIAMEMAAWAN3 6063-T6 AL 612225 76 13/I6'LAW IWAVA 3/16'AIR SPACZ Me .090 M Y16-BS) By 14 4134 GASMFORMAINFRAMESHLJOINT 74134W/K 77 13/16"LAMIIG3/16"A 3/16"AIRSPA 7/16"IAMI 16^ .090PVJ/16 miaffn;-0PdO Product Control 15 1155 98 X 1.000 UAD PN.SMS 781POA 90 1014 1 ISCREENFRANEE010k&VEL 3105.1114 AL 16 4110 G SCREFNADAPTDR 6064-T5 AL 64110CI 91 1430 SC1tEENC73RNE:R1MYW/MG9 POLYMOP, 3124117:CHANGEOGLAZING 17 4054 B FDMMEEIINORAIL 6063RD-T6 AL 64054A 92 1631 SCREENCARNFRSEYW/OUTRINGS POLYPROP. SIUCONE. 19 4066 WSTE 187X230 FIN SEAL 64066G 93 1073 SCREFNSPRING 99.9'• 21 4105 SASH TOP&BOTTOM RAIL 6063 TEAL 617240 94 1624 SCREENSPLM-.135 DIA.FOAM M4 PVC Y x 22 1683 I IWSTP.,7MX.270 BAM FIN SEAL 616830 95 1635 SQiffidSPEM-.135 DIA.HARD EM PVC D3 0 23 225.1 IROLIMHOUSING&GUIDE 42112HD 96 SCREEN CLOTH 24 226 BRASS ROIJERV IEW BRASS 7HRWBI2 p o 0 29 4128 HoraONPALROILERSASHTOPG(1IDE POLYPROP. 44128N A '� y0 0 a n 32 4006 D SASHNOMT dGRAIL 6063HS-16AL 64006 2.710 J 9 N 33 1235 WSTP 17OX270BACYFINSEU 67S16G 0-j 0 w a 35 1096 SWFEPLATCS DIB-CAST 71096 xa 36 1016 318X.615 PEI.FL SMS 7958' 062 z ° a „N 37 4126 SASHSIDERAIL 6063-TS AL. 64126 2.624 o w— n 13W38 1683 WSTP.250X.270BA FINSFAL 61683G o Z`g r 39 7070 BUIE WFATHEHS11W.187 X.275 6M(K .Ofi2 S w 40 IMRAILCDVIRCAP 74078^('LORR a 41 4139 U.FRAMEHEAD 6063-TEAL 64139 4 w 42 4140 IF.FRAMESIIL 6063-T6AL 64140 41 I.F.FRAME HEAD ® � to 43 4141 IY.FRAMEIAMB 6063-TEAL 64141 #4139,8063-T8 I ZO Ll� 1 50 GLAZINGSIU DOW 791899995OR(iE7700 IV 51 1724 MNYLuuMIGBEADBULB 6TP747W K 0 «� 52 1225 VDMUAENOBFADBUIB MUSK ° = J o 53 4039 B GIAZINGBEAD-5116" 6063-TS AL 64039B 2.784 N ~ 54 4044 B GIAZINGBFAD-5116"W/G PJU ffiT 6063-TS AL 644703 _I 4 lL x �. 55 4222 A GEAZINGBEAD-7/16" 6063-TS AL 64772 062 3.152 'O apA 56 995 C CRAZINGBFAD-7/16"WIGRULK[T 6063-TS AL 6985 'W rig 59 4067 CKAZWGBEAD-13116" 6063-T5 AL 64067 M ��-„`ON LYNjv 60 QASS 5116”LAMI 1/8°A .090PYB,U8"A 1.988 `.`�+�'Z`.• vcErosF•.l�'; 61 ^ 5116"LAME 118"A .090 118"HS I.F.FRAME JAMB =* No.58706 6z " 5116"LAMI U8" .090 US" 43 _ 63 7116"LAMI /16"A .090 3/16'A #4141,6063-T8 64 7/I6"IAMI 16'A .090 3116"=.• WA � z 65 711W LAi /16'HS.090F%M 3116'HS) L 2.710 �'O�'•..�1OR10,,.•' \�� 42 I.F.FRAME SILL �'�ss/O.At #4140,6063-TB A LYNN MILLER P.E. I P.E.0 bB705 I S Y� ' I .062 —�{ 1.187 f•�— . 3. 52 1173 .062 �1.513�-{ 1. 73 0 3. 0.- "plYl 9 PRODUCT wEith the Florida .040 738 guI ding cod. 122 Noa-No. 17-0411.06 Expiration nam 12/21/2021 0--r{I �1.443� 13 2.710---moi �--2.71 Y MIamF7roduct Control D FLANGE FRAME HEAD OFLANGE FRAME SILL O FRAME SILL ADAPTER O SASH STOP COVER #4102A.6063-T6 #4136,6D63-TO #4137,6063-T6 #4053,6063-T5 &24117;No cHlwcr:8 THIS SHEET. �---2.784—�{ o r = > .os2 co) .� —►IIS 062 1. 87 .062 1.363 p p vvol� .490 I I .062-4— N .saa p� o �+�-••1.46'F-►� � 1.48 I•+1.403�••1 0� v� c��! 2 SASH STOP g HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL 1S FLANGE FRAME JAMB z m O #4025,6063-T5 O #40548,6063HD-T6 #4002A,606376 W U ®a #4131.6063-T6 - w O m a 062 2. 79 ® Q ave s 2. 6 050 8 O i 1.163 17 1. _� IV _� ��!!11__ " 678 o p O �+-1.34 "'1 � 1.Q81 (-+— ,29'1+• 1.096 T oL� x v) o 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL. 53 GLAZING BEAD,5/16" _ #4105,6063-T5 #4006D,6063HS T6 #4126,6063-T5 #40398,6063-TS .at vra� 050 ` ,1� �10Eh�••.4� 050 678 .678 .050^ 678 .683 _.I nrn =* No.58706 I 1.098 I+—�I 1.115 —�� �_f "i-1.097 0:Q GLAZING BEAD 5/16" GLAZING BEAD 7116" GLAZING BEAD,7/16" 59 GLAZING BEAD, 13/16" #4044B.6053•T5 55 #4222A,6063•T5 #9860,6063-T5 O 94067,6063-T5 i��s'• ORiDA,. (USED WI GRILL KIT) (USED W1 GRILL KIT) till I A.LYNN MILLER P.E. T P.E.@58706 u i �y t SEE ANCHOR TABLE,SHEET 1 2x WOOD BUCK, SEEANCHOR �- SEE ANCHOR NOTE 1 NOTES: TABLE,SHEET 1 TABLE,SHEET 1 1318" :. ; SEE ANCHOR MIN. 1,WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS ' "' TABLE,SHEET 1 WHOSE TOTAL THICKNESS IS LESS THAN 110. 1x WOOD BUCKS ARE OPTIONAL IF 1x WOOD o UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS BUCK, DEPICTED AS 2x ARE 1 112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE NOTE 1 - _ OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY ��'''�"[� HAVING JURISDICTION. PRODUCT REVISED 1/� 114° I as complylnpy with the Florida MAX MAX 2.FOR ATTACHMENT TO METAL'THE METAL STRUCTURAL MEMBER SHALL BE OF A Dallding 9"nz SHIM SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN NOA-No. 17.0411.06 IN THESE DETAILS FOR 2X WOOD BUCKS. Expl-tion Date 12121/2021 SEE ANCHOR SEE ANCHOR TABLE,SHEET 1 DETAIL A TABLE,SHEET 1 DETAIL B 3.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO BY CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF .6 DETAIL a Product Control TYPICAL FLANGE FRAME HEFLORIDA BUILDING CODE. AD SECTIONS 3l24l17:REVISED NOTES TO 4.0.131'DIA.MIN,X 2112"NAIL AT CORNERS AND 5"O.C.TYPICAL DETAILS G.H&I. COMPLY WITH NEW 1/4° ANCHORAGE.ADDED NOTE 4. S� 1 IN. 1/4"MAX SHIM SEE ANCHOR INTERIOR 9 a N �I MIN. TABLE,SHEET 1 (JAMB DETAILS E,F&1) chi EXTERIOR 2-112'MIN.EMBEDMENT iY " w cn p Lo V •''• '1111a 9 � (7 NN7 �� � � o_ O O J O g Z N SEE ANCHOR SEE ANCHOR EXTERIOR INTERIOR z-m. rg v TABLE,SHEET 1 TABLE.SHEETI F SEE ANCHOR' '. . SEE ANCHOR (H &SILL DETAILS A,B,C,D, S H) U L s I TABLE,SHEET 1 TABLE,SHEET 1 Z a. uwn ON _ rxta 2x WOOD BUCK,NOTE 1 1x WOOD BUCK,NOTE 1 5/8"MIN.EDGE r n SEE NOTE 4 Z 8 w O DETAIL E DETAIL F 0 � ti TYPICAL FLANGE FRAME JAMB SECTIONS GIW PI'S EDGEIN SEE ANCHOR SEE ANCHOR DETAIL H (HEAD) ° ul z �a TABLE,SHEET i TABLE,SHEET = c 1 U lY 114' MAX. MAX +� SHIM SHIM © 5/8"MIN.EDGE ••' GEN !' � SEE NOTE 4—•�•- •.F SEE ANCHOR .o TSEE � N0.58705TABLE,SHEET 113!8 MIN. *SEE -- 2-1/2'MIN. SEE NOTE 4ANCHOR EMBEDATETABLE, SEEANCHOR SHEET 1 TABLE,SHEET 1 2xWOODNCHOR TABLE,SHEET 1 '.�l��....o..... DETAIL C BUCK' DETAIL D 2-1/2'MIN.EMBED DETAIL I(JAMB) '��;S70AIAL NOTE 1 DETAIL G(SILL) ail u l n lit s A. PS TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS p s ,Y TABLE 5 TABLE 6: TABLE 7: aximum Design Pressure,DP(PRO Max[mum Design Pressure,DP(ps" Maximum Design Pleasure,OP(pso GLASS TYPES: XOOr0X X04113-113-1/3 XOX,114-111.1!4 A 5M 6'LAM[-(1/8"A,.090"PVB,1/8"A) 011,0 Ow:aa Glass iype CAerall OaraO GlacaTypo O�eta1 CNrdl Glace Type B.5/1G'LAMI-(1/8"A,.090"PVB,1/8'HS) Width Hefpd A,5,G,H. Q E,F L K L " Helflla 0.B,C,G,H.I D,E,F,J,K L v%er t wrall a B,0.H c,l D,E,F,�,K C.5/16'LAMI-(118"HS„090"PVB,1/8"HS) 37, + 75.0 +7 3/-5.0 +60.0 + 175.0 63.7 +8 D + 5.0 D.7116'LAMI-(3116'A,.090'PVB,3116"A) 46• +75.0/•75.0 +7601.76.0 531/6' +60.01.80.0 +7610!-76.0 60• +60.0 45a0 +60.0/-00.0 +75.01-76.0 E.7M6°LAMI-(3/16"-0,.090"PVB,3116'HS) ss-iib• «76,0176.0 +75,0 •, w` +BMQi-W.0 +75.01750 74• +amaI-o.0 460.01.60.0 +760/76:0 F.7/16'LAM[-(3/16"HS,.090"PVB,all 8"HS) 60' 26• +75.0176.0 +75.01-75.0 66' 211• +00.01.M.0. +75.0!76.0 84• 26• +M.D/40o +Baol40.0 +76.0/_75.0 G.13/16'LAMIIG-1/B'OR3f16"A(MIN.),5/16'OR3l6" 5.6• +76.0/75.0 +75.0/76.0 7a•. +60.0/40.0 +7501.75.0 88' +60.0/400 +W0f-%0 +76.0175.0 SPACE,6116"LAMI-(1/8"0,.090"PV6,1/e'A) PRODUCT REVISED 72• +75.0/75.0 .75.01-754 114 +80.0/-w.0 +7501760 1083/8' +60.01-O.o +60.0140.0 +75.0!75.0 H.13116'LAMI IG-118"OR 3116'A(MIN.),5116"OR 3/8' as eompiCSn,gwith the Florida 74• +75.0/-75.0 *75.0/•76.0 88.7/18' *e0.0I-no +750/760 108' +80.01.500 +$0.0140.0 +75.01-76.0 S o n n S Building Code 3P 475.01-76.0 +75.01.75.0 46' +W. .0 +75.01 760 771• +0&0/-M0 +60.0140.0 OLD/76.0 13/16°LAM[IG-1/B"OR 3116-A(MIN.),5/16"O NOA-No. 17-0411.06 48' +75.91-75.0 +75.01-760 53116• +000!49.0 +75.0 1 750 63-0!8' +8001440 +6101610 +750 r•7 6318' +75.01-75.0 +76.0175.0 M' 4W.014310 -75.01-7&0 am +MA/400 +60.01.60.0 +75.01-75.0 ACE,5116"LAMI-(rva118""OF,.090'PVB,1/8°HS FxplraBon Date 7 2121/2 021 _80' 311' +75.01-75.0 +76.01-76.0 6(i• 38' +80.0/+39.0 +750/760 74' +6001-MO +80.0!430.0 +75.01-750 J.13/1 - 1/4' By 36' +75.0/-75.0 +750/75.0 T4 +60.0140.0 +76.0/760 64• +6101.80.0 +80.0/80.0 +750/75.0 SPACE,7116"LAMI-(3/16'0,.090"PVB,3/18'0) Mlam aProduct Control 72' +750!•75.0 +760/-760 84• +60.0140.0 +75.0!750 66' +50.0/60.0 +610140.0 +75.0/76.0 K.13116"LAM IIG-118"OR 3/16"A(MIN.),3/16"OR IW 74• +7501-75.0 +Tfi.ol7s.0 65726• +e0.o/40.0 +76ar76c 106.3/8" +�or44a +eaa4o.D +76.005.° SPACE,7116"CANT-(3/16'0,•090"PVB,3/16'HS) - ' 37• *73.0175.0 +760175.0 4a +60.0/600 +7&01-76.0 1011" +600160.0 480.0140.0 +7.%01-75.0 L 13/16"LAMI IG-1/8'OR 3116"A(MIN.),3/16"OR 114' 32417:UPDATED TdN F 48• +75.01-76.0 +76.01.75.0 53/B• +W.O/40.0 +76.0/-75.0 3- +Baa-500 46MO140.0 +75.01760 SPACE,7116"LAMI-(3116'HS,.090'PVB,3116'HS) 63.1/8• +75.01-76.0 +7601 76.0 6P +60.0/•80.0 +75.01-75.0 �' •600/•60.0 *6101-M.0 +7601 760. 60` 38-316" III +75.0176,0 +760176.0 BB• 38318' +W.a•610 +75,0175,0 +600/•60.0 +50.0140.0 +75.0/750 88' +7601-76.0 +75.01-750 74' +80.0/•80.0 +75.0!75.0 74` +8001810 +6101.810 +750/75.0 84• +80.01.80.0 +600140.0 +760/-75.0 m = ..72' +75.01-75.0 +76.0/•76.0 84' 4W.0!40.0 +750!75.6 98316` + d c Y 74• +76.0/-76.0 .+76.0!76.0 880/16• +60.0/610 +75.0!•76.0 - +8001-30.0 +50.0/40.0 75.014"1-MO 111 10898' +60.01400 +60.0/60.0 +75.0/750 37" +75.0146.0 +7601.760- 46" +60.0!60.0 +75.0-75.0 100' +60.0160.0 +60.0160.0 +760/75.0 �" p 46' +76.0.175.0 +76.0!-75.0 53-lir +80.0/60.0 +75.01.75.0 111• +8101.80.0 +60.01.80.0 +7601760 C.,p V7. 53.116' +75.01-T5.0� +76.01•75.0 �' +80.0!60.0 +75.0/76.0 x,10 +80o/800 +80.0160.0 +76.D/-760 }em O 60• 48' +75.0175.0 +75.01-76,0 88' 46• *60.0!40.0. +7601-760 M, +800/400 +80.0/60.0 +7501 75.0 O m N e6' 476,0175.0 +760!75.0 74' +60.0/60.0 +75.01-75.0 74' +60.0!40.0 +60.01.80.0 +750!75,D t +760176.0 84 +80.0/60.0 +75.0/-76.0 �. J o S Z ,t 7• +75.01-16.0 60/75. 88-7/18' +60.0/60.0 +75.01-750 qg• +60.0/43MO +800140,0 +76.0/-750 Z-$ E +75,01-75.0 ar +6101.80.0 +600160.0 +7601-75.0 F- +76 -50 4b• +W.0/40.0 +75.0!•75.0 U IL o oice U .10 46 +75.01-75.0 +760/760 53118' +60.0160.0 +75.0/-75.0 106318• 460.0/600 +6101 60.0 +760175.0 W O w Q p� 631/ M-75.01 +75.0/760 60" *600/60.0 +76.0/-76.0 108' +611.0/60.0 +800160.0 +750/75.0 Z•? 171- +500/80.0 +80.0160.0 -75.01-75.0 o GtlO W` 506/8" +75.0/75.0 85.' 605/8' +80.0160.0 475.0!-75.0 53.1!6' +80,0160.0 +80.01-00.6 +7&01-7&0 n s 88• +75.01-75.0 74• +80.0(40.0 +75.0!-75.0 fi0" +600!80.0 +610f-60.0 +75.0/75.072' +75.0145.0 84' +60.0(400 +76.01-7fi.0 74' +600/40.0 +60.0/400 +7601 750T4' +750!750 667/15.• +80.0/40.0 +76.0/76.0 84• +60.01400 +m0 40.0 +75.01 75.0 J 0 co 3P +75.0/76.0 *7601-760 48' +60,0/40.0 +75.0!-75.0 gg• sow +60.0180.0 +600/40.0 +7601 760 l AV +76.0/-75.0 +75.01-7&0 58-1/6• +80.0/40.0 +75.0/75.0 706918 +800140.0 +MO 160.0 +76.0/-75.0 m W rows 53118' *75.01-75.0 +75.01-7&0 60' +60.0140.0 +760!:75.0 106' +60.0180.0 +50.0/400 +760!75.0 ® F- j 60" 64" +76.0 r 45.0 +7&0/-7&0 88 54' +60.0140.0 +75.0(75.0 111" +60.0!800 *60.0140.0 +7601-75.0 ZO N 68' +75.0175.0 +15.01.1W 4' +60.0/40.0 +76.01 76.0 53-118' /�.0 +80.0140.0 -7&01-75.0 N fn Z 72' +75.0175.0 +75.01-7&0 114' +600/•80.0 +75.0/-75.0 Or - •60.0/80.0 +Q0.0I40.0 +760175.0 a M pg 74' +75.01-75.0 +76.01 76.0 68-7!16" +60.01.80.0 +75.01.75.0 74` +600/600 +60.0140.0 1+76.01.75.0 O a. 37• *75.0/•760 +75.01-7&0 45.' +60,0!40.0 +75,0/760 114' +60.0140.0 +8001 .0 +76.0/-75.0 = Z o 48' +75.0146.0 +760/75.0 53.1/0' +60.0!40.0 +75.0/75.0 or �� +60.01800 +MOI- .0 +75.01-76.0 53.78' +75.0145.0 +75.01-75.0 80• +80.0/40.0 +7r0/750 1063/8' +600/40.0 +6101400 +7&01-75.0 80' +75.0/75.0 +75.0 145.0 66• e0- +60.0!40.0 +75.01.75.0 106' +600/40.0 +600/400 +76.0/75.0 6e• -74.2/74.2 +75.01750 T4' +810160.0 +T5.0/-75.0 111• +sob/80.5 46QD 143MO +7&01750 q! �0 7Y +80.6/69.8 +76.01-75.0 84" 460.0140.0 7760/-76.0 59.18' +800/40.0 480.0/400 +760175,0 NOTES 74' +88.1148.1 +75.0176.0 887178• +60.0140.0 +76.01-75.0 sD• 4W.0/40.0 +60.0/69.0 +750/760 37• +75.0175.0 +75.0/760 Ar 460.0!40.0 +76.01.750 7• +6001400 +60.01-MO +750r760 1)FOR WINDOW SIZES NOTSHOWN,GOTONEXTLARGER 46• +75.01-75.0 +7601-750 537!8' +60.0140.0 +7601.760 64' +80.0(40.0 +800/40.0 +7601 75.0 WINDOW IN TABLE. 5�1l8^ +75.01 760 __Z7_6.01-7&0 80' +60,01400 +75A 176.0 08' +6&9158.8 4M,0/40.0 +7501-76.0 ��'t�o•• GEN er 83• +760!75.0 «711 o/75.0 ee• 89' +M o 140.0 +75.0/•750 706318' +666/652 4500/400 +75.0175.0 2)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN s ' C F ss• +10.21702 +7601.75.0 Ta• +5001400 +7501.75,0 toff• +60.6/44.0 460.0/40.0 +750/75.0 WINDOWS,SUBTRACT I°FROM TABLE SIZE DIMENSIONS. 72' +89.2/45.2 +7601 76.0 84' +80.0 J 40,0 +75.0!750 11" +5101-63.0 +6001.60.0 +76.01-76.0 -. .: N0.96705 74• +63.8/63.6 *5.0!•76.0 88.7118' +60.0140.0 1 +76.0!•75.0 55-VW 460.0/40.0 +6(1.0/600 +75.01.76.0 FOR ANCHORAGE SEE SHEET 9. FOR ANCHORAGE SEE SHEET 10. so- 460.0140.0 4e0.o 140.0 +75.0/.75.0 3)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS 7a• +6MO1-MG 44100/60.0 +750/-76.0 TYPES G-LSHALLHAVE ATEMPERED I.G.GLASS CAA P. e4• �, +1100/400 4620/40.0 +7601BOTH THE DP AND ANCHOR QUANTITY REMAIN +5821 W2 *60.0/40.0+600 40 +75.0/-75.0 . ••;� P ?• { 108• +520/523 .0 +Tao/-7s.o UNCHANGED. 69 •/��S+s� ? NG��•` I 104' +51.7!81,7 1+60.0/40.0 +75.0176.0 I/llOI,ld,Al• `1,1� y 111• +50.61100 +80.0!40.0 +75.0!75.0 4)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. ALYNI�FrU}.rLER P8 y FOR ANCHORAGE SEE SHEET 11. PXX 58705 H lT 1 V1 Sit T 9' tra « 1' R ' R' +��K" i a4'1'r'z W W W W W W W W W W W W W W W W W W W W W w W W W W W W -•M}�t # «t t i 1 i t «}«t 1 t f t i t r«•a�1 i M«•+•,�'•'' + 4« «!F ' � 5�� � �?A A RRF A�IAA 3i R�� £ f3 i 3RpRi f gt AAt 3 31 A iR 3 i 3� 13 �Q w W W W W W w W W W W W W w W W W W W W W W W W w W w w W 4 i 6 i W W N N N N N N E N N N P. N N+ .•N N r -�N +N N.s N H-*• +N N+ + +N S.t+. .*a+-•N N + W �7 W V V G W W W V V G W W W U G W V W u G u W W W V W W W G Y G W W G u N N N N N N N N N N N N N N N N N N N N N Ile'0 ,P .. +, s.a r.a r r w - ...a, s.as«r r r rr+ s.a r r r .ars +. r .+� r....s-�.•.� .� r .. j���� L•pf W Y W W W G W w Y Y Y W W Y W W W W Y G V W Y w W W W W V Y Y W W W W N N N N N N N N N N N N N N N N N N N N N 7 so A 66 r IT 'Wiffiffi 29-—lil- - — G W 4 V W V W 4 G W Y G Y W Y W Y W V W Y G W w W W w Y V V 4 W W G w N N N N N N N N N N N N N N N N N N N N N a o mj m :c=02 CA 00 ZZ 0 ro- Ix R m N -- -Trn ;ap so q IX �J W A aDZWmZ z z -4 m y g1� ? °{rffm<�m^r=-Dt mCaz7 DEo7°�p og„ xu° yg0o1Om !orn zz Z oa zg -= 2DpymV moo m? OHroaMm Im Z Q �c C 1om�o cAQ ZZ N q 0 p_ pGZI� �m bs O !T 2 m F m m 1070 TECHNOLOGY DRIVE m� m r T c see a N.VENICE,FL 34275 > 3FN L ; o `�g�:' Jy: (941)480.1600 ; m Inc o 9 �Q : o; ® z� mZ —� ,3 z 2-� c�rr.oFqum.azezae cowRoW027 ��STRW-%=. sRta o R i m ALUM.HORIZONTAL ROLLER,IMPACT 03/22/06 i N ANCH.QTY.,OX&XO &JENS ROSOWSKI w 'a -► o 0 ;�. HR-710 NTS 9 OF 11 1 4127-10 141 H TABLE 10: TABLE 11: Anchor Quandtles,XIA 113-13-1/3 Anchor Quagtitfe3,XOX,113-W-113 TABLE KEY: With Glass Ty*A,B.C.8.NBI with Glass Types D,E,F.J,K&L X O X Orras 01603 AnctmG"A AnehvGroup 8 AncbfrGroup 0 ow,aa 0wma AnctarGroup A AnoforGmupB ArielnrGmupG 1+C3+1+03+1 3 �--ANCHOR QUANTITY PER JAMB Wtla1 HWd HadA8111 Jaren Ha d a Sul Jramb Hasa a sro J+anb Milli1,10tiepla Hexa a Sul .lamb Hwa a S31 Jamb Hoad a 5111 Jamb 48' 1+C2+1+C2+1 2 1+C2+1+0241 2 t+C2+1+C2+1 z 48' 1+C2+T+C2+1 2 1+C2+1+C2+1 2 1 1+CL+t+02+1 2 53116• 1+C20+C2+1 2 t+C2+1+C2+1 2 1+C741+C2+1 z 53V6• 1+02+1+02+1 2 1+C2+1+C2+1 2 146'6+14(6+1 2 HEAD AND SILL ANCHOR QUANTITIES 8P 1+C2+1.C2+1 2 1+07++C2+ 2 t+G2+1+C2+1 2 6C' 1+C2+t+C2+1 2 t+Cz+t+C2+1 2 t+02+1-CW 2 A CLUSTER OF(3)ANCHORS CENTERED or 2r 1+C2+1+C241 2 1+(2+1+C2+1 2 1+02+1+C2+1 z or 2a' t+02+1+C241 z t+C2+1+C2«1 2 i+Cx+14C2+1 2 ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED 74• 1+C 2.1+C2+f 2 t+C2+1+02+1 2 1+c2+f+(2+1 2 74• 1+C2+1+C2+t 2 t+C2+T+62+ 2 1+C2+1+C2+1 2 ANCHOR AT EACH OPERABLE VENT as C omplying With the Florida Building Code e4• 1+(2+1.(2+1 2 t+C2+1+C2+1 2 1+C2+t+C2+1 2 64' t+02+1+12+1 2 1+c2+1+C2+t 2 t+c2+1+c2+t 2 PLUS(1)ANCHORS AT FIXED SECTION. NOS,, 17-0411.06 5671111• 1+02+t+C2+1 2 1+02+1+42+1 2 1+C2+1+C2+1 2 80-711a 1+C2+14=0 2 t+c2+14CM 2 1402+t+M+1 2 (9)ANCHORS TOTAL AT HEAD AND SILL. Eplratl Bat 12121/2021 4r 1+C2+1+C2+1 2 1+02+1+12+1 2 1+C2+1+C2+1 2 48' 1+C2+1+C2+1 2 i+C2+t+C2+1 2 1402+i+C2h 2 53-VIP t+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1-61", 1+62+1+(2+1 2 i+12+1+C2+1 2 1+C2+1+C2+1 2 (4"MIN.O.C.ANCHOR SPACING) By ex 1+C2+1+Cd+1 2 !+07+1+02+1 2 f+C2+1+C2+1 2 1+C2+1+CZ+1 2 f+C2+ttt2+1 T 1+C2+1+02+1 2 MM7"a Product Control 611• 3V 1+C2+1+02+1 2 !+C2+1+C2+1 2 t+C2+t+C2+1 2 sr t+C2+1+C2+1 2 f+02+1+CNf 2 1+01+1+02+1 2 [---{-25 314'MAX �/ 74• 1+C2+1+02+1 2 T+C2+1+C1+1 2 1+R+1+C2h 2 1+C2+1Ki1+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 I I 84• 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CL+1+C2+1 2 t+C2+1+s2.1 z 1+C2+t+C2+1 2 1+C2+1+c2+1 z —�{6'-4"MiN.,10-112"MAX. 324117:UPDATED TABLE S Wild` 1+04«1+C2+1 2 1+02+1+02+1 2 1+0241+02+1 2 1+C2+14C2«7 2 1+C2+1+C2+1 2 1401+1+C2+1 2 - ELEVATION. 4r 1+C2+1+C2+1 2 1+C2+1+C1h 2 i+C2+f+G2+1 2 4W 1+C2+1+C2+1 2 1+fes+1+02+1 2 1+C2+14C2+1 2 9"M X O X 631/6• 1+C2+1«C2+1 2 1+C2+1+C2+1 2 1+C2+14C2+1 2 53.118• 1+C2+1+C2+1 2 1+07+1+02+1 2 1+12+1+02+1 2 _ or t+C7+1+C2+ 2 1+C2+1+C2+1 2 S+C2+i+C2+1 2 60• 1+02+1+62+1 2 1+C2+1+C2+T 2 1+02+1+0L+1 2 = 6@' 38316' 1«02+1+02+1 2 1+CN1+C2+1 2 1+C2+1+CNf 2 66• 3NX 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 �f A 74• 1+C7+t+C2+1 2 t+C2+t+C2+1 2 t+C2M+C2+i 2_ TV 1+C2+1+C2+t 2 1+C2+1+C2+1 2 t+C2+t+C2+1 2 MTG.RAIL,TYP. a N wGf 64; 1+02+1+02+1 2 1+02+1+02+1 2 1+C2+1+C2+12 84• 1+C2+1+C2+1 2 1+tR+1+2+1 2 1+C2+1+02+1 2 a O W711W t+C2+1+02+1 2 1+C2+t+C2+f 2 t+C2+1+C2+1 2 667/16' 1+C2+i+C24t 2 1+C'N1+C2+1 2 1+C2+1+C2+1 T EXAMPLE CLUSTER W/QTY. OF(3)ANCHORS Q a o 4V t+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1K2+1 3 43' 1«C2+1+Q+f 3 1+02+1+02+1 3 1+CL+1+C2+1 3 (SHOWN IN TABLE KEY ABOVE O W A 3 ti 631/8• 1+02++02+1 3 1+C2+1-=+l 3 1+C2+14=0 3 53-1m, 1+C2h+C2+1 3 1+C2+t+C2h 3 1+02+1+C2+1 3 J Ch "u"u�� CA N r e? 1+C2+1.C2+1 3 1+C2+1+Cx+1 3 1+(2+1401+. 3 so' 1+C7++C241 3 1+C2+i+C2h 3 1+C2+1+C2+1 3 z g-0 4 IL V' W 4e- i.C2+i+C2+1 3 1+02+1«(2+1 3 1+C2+1+C2+1 3 (W 4r 1+C2+1+C7+1 3 1+C2+1+02+1 3 t+C2+1+C2+1 3 =LL �2 76` - 1+C2+1+C2i1 3 1+02+1+02+1 3 1+C2+1462+1 3 74• 1+C2+1+CB7 3 1+02+1+C2+1 3 I+2+1+C2+1 3 VC_.) Q4 14(2+1+=+l 3_ 1+C2+1+C2+/ 3 1+C2+1+02+1 3 64• 1+02+14C2+1 s '1+(2+1+62+1 3 t+C2+1+02+1 3 I.W.Z a �7 ago 'e 86af16' 1+02+1+0+1 S 1+02+1+02+t 9 1 1+C2+RC2+1 3 867110 1+02h+C2+ 8. 1+C2+1+C:W 3 1+C2+1+C2+1 3. 48• 1«C2++02+1 3 1+C2+1+02+1 3 1+02+1+02+1 1 3 48• i+C2+1+=+l 3 1+C2+1+C2+1 3 i+C2+1+2+1 9 0 •- 631/r 14C20+02+1 3 1+C2h+C2+1 3 1+C2+1+C2+1 3 33116' 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+t+c2+1 3 Z W O er 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+07+1+C2+1 3 67 1«62+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 86' 50306' 1+02+1+02+1 3 HC2+1+G2+1 3 1+C2+1+C2+1 3 W 6CWfr 1+2+1+C2+t 3 1+C2+t+C2+t 3 1+CZ+1+C2+1 3 OR 74• 1+C2+/+C2+1 3 1+C2h+C2+1 3 t+02+1+02+1 3 74• C2t+C2+1+Cx+1 3 1.C2+.C2+1 3 1+C2+1+G+1 !M 1+02+1+0x+1 3 1401+1+022+ 3 4407+14C2+ 3 M• 1+C2+1+C2+1 3 1+C2+1+ +1 3 1+C2+1+02+1 3 +}L x sa-7/18• 1+(241402+1 3 14C241+G2+1 3 1+02+1+C2+1 3 067118' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 NOTES 0 X Z 46' 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2++C2+1 3. 4r 1+C2+1+C2+1 3 t+C2+1+C2+f 3 1+C2+t+C2+1 3 N 63-tar t+C2+1+C2+1 3 1+12+1+(2+1 3 t+6z+1+C24.1 3 53t/r t+C2+1+C2+1 3 t+M+1442+1 s 1 1+42+1+0x+1 1 3 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE Elf 87 [ffiC12+112+1 +62+1+02+1 3 1+C2+1+62+1 3 1+C2++07+1 3 ar t+C2+1+C2+t s 1+C2+14C2+1 s 1+C2+1+C2+1 3 FOLLOWING DIMENSIONS: 0 = ea- 64• 2+1 s 14(2«1+(2+1 3 t+e2+t+c2+1 3 Sr 5C 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+0241+0241 3 HEAD&SILL:101/2°MAX ON EACH SIDE OF 74• 3 1+C2+14c2+t 3 f+C2+t+C2v1 3 74• t4C2+1+C2+1 3 1+02+1+C2+t 3 t+c2+1+Cz+1 3 MEETING RAIL CENTERLINE. j 0W 1 3 t+02+t+C1+1 3 1+(2+1+02+1 3 a4• 1.C�+1+C3+t s HCa+14C2+1 3 1+02+1+02+f 3 25 314"MAX FROM CORNERS. Qagape' 1 3 1+C2+1+C2+1 3 1+CZ+f+C2.1 3 WHO 1+Cs«1+C3+1 3 1+C2+1+C2+1 3 i+C2+1+02+1 3 JAMBS: S"MAX.FROM CORNERS AND 221/2" 4V t+C2+1+c2+1 3 1+`012+1+0241 3 t+=+f+C2+1 3 46' 14=+144=+I 3 1+01+1+02+13 1+C2+1+C241 3 MAX O.C. y e0' 14012++42+1 3 1+C2+t+C2+1 3 1+CZ+1+C2+1 3 80' t+C2+1+C2+t 3 t+C2+1+C2+1 3 1+M+1QN a � tt1Yi1Y1/1J`J�, 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER N N Ger 60 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C241+Cx+1 3 e6' SW f4C2+1+C2h 3 t+C2+14C2+1 3 1+(2+7+02+t s 1�Q. N� `7 WINDOW IN TABLE. .`` /CEN 4 / i I 70 1+C2+1+C2+1 $ t+C1+1+C2+1 3 1+02+1+C2+1 3 74' 1+03+1+C3+1 3 i+C2+14C2+1 3 1+C2+1+C2+1 31• 8F''' W 1+(74+02+ 3 1++2+1+02+1 s t+cz«14(2.1 3 e6' 1+c3+1+cs.( a 1«02+1412«1 s t4(241.(2+ 3 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN No-ggypg 6&71ts• 14C2+1+C2r1 s 1+C2+f+C2N 3 t+C2+1+C2+1 3 •rte' t.c3+1.C3+f s 1«02+14(2.1 s 1+02+1+c2+1 3 WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. 4V 14(2+1+02+1 3 1+C2+14C2+1 3 1++2+1+C2+1 3 4W 1+0241+C2h 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 =.d;C•C = - I 47- 1+C2+1aC1+1 9 1+02+1+62+1 3 f+Ct+hC2+1 3 53.1!6' t+Cg+t+02+1 9 1+02+1+C2+1 9 1+02+1+C#h 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS :: 74 t+C2+T+C2+1 9 1402+1«02+1 3 1+(2+1+02+1 3 80' 1402+1+01+1 9 1+02+1+0241 9 taC2+1+C2h 3 TYPES G-L SHALL HAVE ATEMPERED I.G.GLASS CAP. lej� 63' 1aC2+1+C2h 3 1+C W+C22+ 3 1+02+1+02+1 3 B8' or 1+03«1.03+ 9 1+02+1+(2+1 3 1+02+1+Qh 9 __ __ __ _ BOTH THE DP AND ANCHOR QUANTITY REMAIN 3 T+C2+1+C2+1 3 1+12+7+07+1 9 86 1+C3+1+C3+1 S 1+(2+1+(2+1 3 1402+1+C2+ 3UNCHANGED.1+c3+f+0+t s 1+(2+1402+1 s 1+CT+1+C2+ s 66.7nr 1+041+03+1 3 1447+1+0241 3 1+02+1+12+t 3 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. .ALN n. .PF. ti is E Q � m +R aRRNg�N RggRgR RRRR;+Q R �:aN�+gpxRvaYuffiaa �agRiiaYji� �g(]g a �,1A4 xAi ixR•' ggs'g�xg�gg+�ggKr?'xg�A+ +gR � L � sg ip xx fx x �5 3�f[f� Ri3r�3 +'ax/u,+js,('QQ . �i4 NOW x N N N N N N N N N N N N N N N N a A 6 5 A mlq 4 T4-1.4 ��R�R��+�g����R��►Rfl�R��R���R����RR�����R�R��g��g�Rg��g��A����gg�'��g aRARi3 0�At�*.t�toS�� vq ��3�3��Rii�g + S S _m ififfi�RRfRR issi RRRRRj RRRMM1111 0 1RE Y Y Y Y W W d W W W W W W W W W V N N N N N N N N N N N N N N N N N N N N N N N+y y S+tNga g kg Ng�kNftu+YgRRf i RR3 RtRNRt.ot s1 R-2'a�S 4 N,fS3=f3+a+N Nfti N S RI , Rkw aNa+4 Ra1+R+NN�4iFR`fNJ+iR+R+ih00001+3015 + f+3s1f+3 s+i RNiNOW: 1Mom33 + �T g g g g g Ra RIR RRRRR RR RR.RRRR ,g���ON'lga Sg�R p ,i+ � RR4� Rr3ggkiA ' R I �����d�Igiii gg�ggggR���Rar3��t5ggbdgA-s2f a� . ........... W W W V NNN N N N N N N N N N N N N N N N N N N N N N C ol yAO .� ZOR1 O� O m N IX� 47 � O� � p�p I� G7 n10 z(n� 51 m`2 sq F55� z IX a o'a OD= w m prom my fOCNn m O o+ Az�=�c6 } vmi gz a3 zZOi m fp Ov�p°=ry�i p I� _ �Z O� yD W y I A ��Z� Im�tn A D m ON o m c � ZC 10 1x�'m°nF x z Azm 3vZi O ��zzi A m = -moi z = o�zEvg A fli = O O y �00 mo- v, D = m oo CC R1 DD -1 m m m 10 y..z O p y� Z m y A z N � Z vymOi, m IX �` �cmi -z� �Z Z m0 yp� my �. �y z 3 m Z Fz o rn y 1070 TECHNOLOGY DRIVE ������ •-* gyp N.VENICE,FL 34275 (941)460.1000 �y t�1�C oYfU � CEKT.OF AI,TH.#28280 COFG ALL P1GHT5 RESERVES •' e ALUM.HORIZONTAL ROLLER,IMPACT 11103122106 � N %Gj'•.• ;�Cl'�: � + v-1/4-1/2-1JENSOSOWSKNANCH.QTY.,XOX %ft.y��R...* �����`` HR-710 111 NTS 111 11 OF 11 Jill 4127-10 111 H m MlAM!•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall"not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the H' TION: Series"PGT" Clipped Extruded Aluminum Tube Mullion-- APPROVAL DOCUMENT: Drawing No. 6300M titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date'or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. NSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. RECEIVED The submitted documentation was reviewed by Jorge M.Plasencia,I E. NOV 2 8"2018 ST. Lucie Coun , ermitting ' 7-0630.0 MIAMI DADS COUNTY Expiration Date: May 26,2021 e r r bA.pproval Date: November 09,2017 Page 1 a PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminon Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC St' Edition (2014) and with FSC 61h Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-511 Edition (2014) and FBC-6" Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M.Plasencia,P.E. P,p6duet Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,201.7 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERALNOTES: NONIMPACT OR LARGE AND SMALL 11)DEFARS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHOR$REQUIRED FORTHE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUE AND SHOULD BE S a EVALUATED By AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL 1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.-_.„_,._._._._.1 FIGURE 1• ELEVATICNS.............. I 2)THE TYPEAND NUMBER OFANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MU T02X 2 MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULL TO IX A MASONRY-_=2 MULLIONS SEE DETAILS INSCMBEDINSIDE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS.BUT SHALL INSTALLATION NOTES _2 RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4!FROM THE CLIP, MULL TO MASONRY.._--3 F SHAPE MULL TO STEEL STUD--....3 'T SHEETS 24 3)THE ANCV.ORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDICADS CORRESPONDING TO THE REQUIRED MULL TO MULL-_-__3 1-6 10 IrIN _7-Z,-, DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 1/180,THE 113 STRESS INCREASE WAS NOT USED ALTERNATATE CUPS.-_«...__.,..4 in IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SC:HEWS. SAY MULL INSTALLATION__-4 z —— I X2 X.125 NULL SPECS_....5 01 0 X 2 X.376 MULL SPECS 0 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 11 X276 76 X.375 MU U.S P 7 X' INSTRUCTIONS. I X 2.76 X.SS MULL SPECS-..-'- I x 3.125 X.500 MULL S p5cs-:-'., z QK I 0 SEE it- 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4 X,125 MULL SPECS-------10 LLI C) /' i , 11 - AOTERALL.S SEEDETAILS X 4 X,375 TUBE MULL SPECS-11 w St-RETS 2-4 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET SHEET24,FOR MULTIPUEUNITS,CONSIDER C0 A TFAU G.� 1X4%-375"r MULL SPECS—.,11 CD :9, ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I I T, -4 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. z5X3.l88X265MUUSPEC&.2 _17III I SHEETS 2 .25 X 3-26 X.100 MULL SPE=...13 1 VERT. - CPE4(NG 1j :) --, 125X325X.024 MULL 3PEC3_14 9 Z LLI HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT,91ZE SHOWN ON THETABLE(S). 1.25 X3-94 X.624 PAULL SPEGS--15 MULL FOR LENGTH HORIZONTAL 2 X 4 X,2S MULL SPECS..-__-__16 z 0 SEE TAILF, MUD. 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 8X.25 MULL SPECS...._..17 <LLIZ i BE BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT US x 211 X.126 MULL SPECS_18 11 CO SHEETS AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 3rX325 BAY WLLSPECS-'.'-.19 M w 45'X 325-BAY MULL SPECS.--2) 2 P- REACTIONS. z MULLION&CLIP DIMENSIONS_21-23 j: < EXAMPLES I a 2»....._..,....._„._.24 0 1- z Gd 8)REFERENCE:TEST REPORTS:FTL-6443;FLCO ULTRACCNIAGGRE-GATOR NONS LOADING EXAMPL�E__'_*___"_'25 FENESTRATION 'm fn PRODUCTS MAY I- fffQLLL BEOFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LU SC MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Q z co in MANUFACTURED III 3� SYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. �: 0 EL z 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7- ;E ,/SEE DETAILS 0 L HORIZONTAL A-D.G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAM AND OPENING MULL SHEETS2.4 WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NCA. LENGTH HORIZONTAL REVISED HORJZOlfrAL as camp”Ing With the Florida MULL Building ode LENGTH INSTRUCTIONS: NOA-Ho. 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DEI*ERMIINETHEDESIGN PRESSURE REQUIREMENT(LBS/Ffjt FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05126/2021 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By PMNG MOTH MULL LENG mium a Product Contro LEN`M 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR'TRANGULARITRAPEZOICAL!, ENING 4)FIND THE CHOSEN MULUONS MULLION CAPACITY(LB&Tn FROM TABLES 1A THROUGH 16A,ON SHEETS S THROUGH 20 RESPECTIVELY,USING H GHT ON TYPE,LENGTH AND OPENING WIDTH OR HEIGH f(DEPENDING IF THE MULLION 18 SPANNING VERTICALLY OR HORIZONTALLY).THE 7-- F OPENING )AU t I ORZ THE MULLI HEIGHT LE VERT. MULLION CAPACTrY(USSIPTI)OBTAINED SHALL MEET OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT(LBS]Fr)FOR THE OPENING OBTAINED IN L MULL STEP 1). LENGTH L 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS THIS VALUE J REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. SINC LE MULLION INGLE MULLION FOR VERTICAL M LL� 6)FROM THE ANCHOR CAPACITY(L"S TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LYNIV M L_ ---. Z_ ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAYAPPLY)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ...... _ OPENING _RT, ULLL F.ItIE CAPACITY IS MET. SEECORRESPONDING Ot-:TAJL$ MULTIPLE MULLIONS FROM FIGURE I A%OM 7)IF THE MULLION CAPACITY(LBSJFT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMgyjLLB&FT- FOR THE No.58705 OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES I STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE Of *2017 FLORIDA BULUNG CODE(FSC;,STH EDITION (j -2014 FLORIDA BUILDING CODE(FBC},5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIM FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINALMULLION OANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITYJLBSJFr1)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRA71ON $ALUMINUM DESIGN MANUAL-ADM-2015. PRODUCT ASSEMBLY. ....... . *AJSI$100-12 "', ZONAL IF 01' *AISC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USINGTHIS NOA TO APPLY FOR A PERMIT. A NU MILMIA*�.E. FL P.E.#587D5 DETAIL A: DETAIL 8: MuuoN o MULLION TO 2X WOOD BUCKMULLION MULLION ATTACHED TO 1X 13UCKSTPIP TYP,ANCHOR w S OR WOOD FRAMING WOOD BUCK AND MASONRY anacH�i�LENr FE°2E sIBTAet�1B.138 fix (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS. SEE NOTE 1. tV I MUU.ION SHEETI. `a („) z LU ell SEE SHEETS MN 2.7 KS! `-- % '`'+: EDGE tN a S N�y 21-23 wR HOLE 4 I I CONCRETE OR CMUISTANCE,LOCATIONS n o. I 1 .1 SEESEETABLES iC W I '4 DEDG ISTANCE m n .a ° FORMASOEJGE DISTANCE 1B-13B E t I i FD �4RS NRY � 111 Q O SCREWS n I it - a W m co .260'MAX FOR tea' ° I I SIDEVIEW m LU 4 - ALL MULLIONS p• d'. • c - C .. i ,a d EITNERT c`�" F- c n (�' n .Go CLIP MAY BE N Z a ° ' EXTERIOR ' wv ZO 4' EDGE „ n ` 4 DISTANCE 4 FOR a 2 6 Z N ° ° MASONRY .� °a �,/� .< THE OFFSETCLIP IS ANCHORS (tea' L REcoMMENDED wR 0. °d •ee FNN•FRAMIED s G EXTERIOR NINOOW5,Bt1T MAY °'° � Q ALSO BE USED FOR Y N i(1i,,(( OTHER FTLJ.iC TYPES• � Q' F^ `1 Y U Z ¢ Q 0 Q0 Z Dpp a lY m� 7YP.ANCHOR TYP.ANCHOR TYP.ANCHOR PERSUBSTRATE, PER SUBSTRATE. PER SUBSTRATE, SEE TABLES 11.180 SEE TABLES 11.131 SEE TABLES 18•ISB �EDGHEND PRODUCT REVISED _ DISTANCE BUCKSTRIP as :+ . campn9 W ith tho Florida SEE TABLES ilding do 18.178 ATACHMEOA-No.BUCKSTRIP 17-0630.01 i BYOTHERS, ATTACHMENT EAAEEDMENI'- o •• .i•:.';„• SEE NOTE I, Expiration Data 0S126/2021 .'k BYOTHERs. L_,_, + sHEEI'1. SEE NOTE I, •1' .t.. SHEET 1. 4 •'.y4•-1"+,.. •...� Mt>;t f uct on-. . MIN 2.1 KSI CONCRETE OR CMU ' SIDE VIEW FRONT VIEW FRONT VIEW i INSTALLATION NOTES: i 11 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 111II UII/ 1 21 QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \����ON,.,•„•11j���i�� j CNLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE y1'EN3F%. I CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE : i FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. ND 58705 3}ANCHOR HEAD TYPE MAY BE PANHEAD,HEXkEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ^”T� ', .L�-jJ {V�,� SATE 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. r0NALNG% A.LYli� LG,P.E. FL P.E.#58705 DETAIL E: Wan MULLION TO MULLION p DETAIL C: 1 .txsMlN. INTERSECTION NOTES: oV+ o MULLION DIRECTLY ATTACHED TO MULLION " (U-CLIP) MASONRY STRUCTURE 1) FR BE INSTALLED IN'TEE'OR'CROSS" (STANDARD CLIP SHOWN) WTERSECTKNJS. e VARIES 2)MAY BE INSTALLED HORIZONTALLY 8 (SHOWN)OR VERTICALLY. N EITHER THE I I PER.SUBSSTRRATE, 3)SEE U-CUP DRAWINGS,SHEETS 21-23 1 CHORo U SEETAOLES 113.138 STANDARD OR i TOP VIEW uwoN FOR CORRESPONDING MULLION. 0 m W INSTALLED BY tl CLIPMAYBE ! I EDGE DISTANCE W ! FOR MASONRY VARIES-{� !+t J THIS METHOD ! ANCHORS I p1Z STEEL SCREWS, SELF-DR LUNG OR PRE-DRLL MULLION AND USE SMS O, LU p }'• /S \ W MULLION F- Z EXTERIOR 4- a a ci m e THE OFFSET CUPG \\ z V m EU I EDGE DISTANCE RECOMMENDrF:A FOR 'Y '�. FIN-FRAMID /INTERSECTION In �; i0 ANCHORS _ WINDOWS,DUTMAY U-0L1P F� ¢Z ! ALSO BE USED FOR 8' OTHER FRAMETYPES. EXTERIOR Z r "ti•, TYRANCHOR ¢ N ^T pERSUBSTRATE, A C .Q H Z CO ,t0 �St>=TABtFS IO-1313 TYP.ANCHOR SEE SHEETS LOCATIONS ;R 4Cn HOLE LOCATIONS SUCKSTRP —PEETAB ES 113-1, SEETABLE916-138 FRONT VIEW EDGE x N W J AND DISTANCE ® I-.• (13 ATTACFMFM BY OTHERS, BEET& Z Q Z Z SEE NOTE 1, - aV• Q 03 ' EMSEv!MBNT ;' .. SHEET 1. _ EDGE > a g2 '0 L_ a j 4 �_9 DISTANCEOf rSEETABLES SIDE VIEW cpi A o m� MIN 2.7 KS'CONCRETE OR CMU MIN2.7KSICONCREIE.ORCMu '16-1313 FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED { MULLION ATTACHED TO as complying with the FloAda STEEL STUD Building Dodo { (STANDARD CLIP SHOWN) OA-No. 17.0630.01 STRUCTURE Fxplra8on Bata 05l26/2021 INSTALLATION NOTES: TYP.ANCHOR _ f 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. a PER SUBSTRATE IYllam a Froom ontro ` SEE TABLES I8-138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN A13OVEARE FOR PICTORIAL REPRESENTATION �` � SEESHEETS ® � ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE I FOLLOWING SHEETS.FOR DETAILS A-O,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. LOCATIONS { MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. d)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMFDADECOUNTY APPROVED EDGE `�tL /AAS i s in13iED . �ONY LYryI�4 I ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN FRONT VIEW JOGAANDCOMPLIANT WITH THE FLBUILDING 1&138 LICENS'•,! CODE A 2X WOOD BACKER MUST USED. Q•;' '•to' rz ATTACHMENT No .OACas SPECS ' — No.58705 EXTERIOR SIDE VIEW. NOTES: 7� 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD T ANCHOR VALUES MAY BE USED. TATE F 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. A.S FLP. . 58705 I. DETAIL F: DETAIL G: DETAIL H: +� b FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION & (F CLIP) (ANGLE CLIP) (ANGLE CLIP) a o�z SEE DETAILS A-0, 30'OR 4e' Ii SHEETS 2 AND 3 FOR INSTALLATION BAY MULL IiD TOSPECAC SUBSTRATES, M MLLUCN II is U p o co 0 0 o LU 0 0 0 0 00 O O TOP VIEW g o SIDE VIEW TOP VIEW � CO M w w SHOWN WRHrx4•x.Rzs. I I 1 H Z fO C7 MULLION TYP.ANCHOR 7 O m z .EXTERIOR I PER SUBSTRATE, (� I 1 SEE TABLES 16B 1E8 z V b I I It to I 'TYP-ANCHOR I I i EXTERIOR wZ 6TANDARDMULUONCLP I PER SUBSTRATE, I I Q Z r MODIFlED TO FR FIELD SEE TABLES 1B-143 �% II I I CONDITIONS. 2•XB'ANGLE CLIP. 1-- Z Q m W I I L I I 2PER MULLION END,MUST BE ZQ 0 z Cl I I I 1 I 1 INSTALLED INSIDE OF BAY MULL i- F W 0 1 m L g � c '^ MULLION I II I I \ m m H I 11 I 2-x&•X.125F• O 0 Tn v: ND S� I1 I I ANGLECLP, V Z g 0 I I 2 PER MULLION E , Q — O (� MUST BE INSTALLED d 2 z m0 y;Q 1 I INSIDE I 1 PRODUCT REVISED b ascomp with the Florida �TBuildin YP.ANCHOR y g PER SUBSTRATE, g COtle SEETABLES IB-130 NOA-Ho. 17-0630.01 INTO wooDtR Expiration Date 05/26/2021 STANDARD CLP TO BE EXTERIOR EXTER'OR ua1 „= INTO W000,STEEL, > By ALUM,CMU OR MASONRY MODIFIED INFIELD. �- w Mlaml-D Product Contra ®� U i OF��PSCIAOREXTERIOR ' `�INTO WOOD,STEEL® � ALUM.CMUORMASONRY � EDGE DISTANCE TJ PER Z ANCHOR (d 1111 EDGE --—� Lau! �% DISTANCE f NOTES FOR INSTALLATION OPTION G d H a `���pN..LYNN PE RANCHOR O7 .'•A.ICENS �� t)USE 2 ANGLE CLIPS PER MULLION ENO.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F. Z •� =_ 2)DETAIL G:SEE TABLES 16-146 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE _*: k0.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.1 V X.126-MULLION. LOCATIONS. _ 2)SEE TABLES 10-1 3B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE r �� '•�\ �A�•:'� LOCATIONS. 3)THE 2X5 CLIP IS NOT SUITAB_E FOR THIS APPLICATION. ���� •'•'c��RIDP,.•' �C�\� aA Lf�NIMILL P.E. I v FL P.E.#58705 ! I� � TABLE 1A Mullion CapacfW Tableb Opening VWdth(for verllta*spamirg muliorz)or Opening Hetghf(forhrn ZD*IVepemirg mL iDM) o Sol. Gait 7014 40i1 90 In 1031. l2Dh 140 In ISO In x Reelaigutaz T pfni-p, Rccwl;0ar TaNT4ona R.WoWer Tmrl .,4 R%I.Pler Trapfflana R",twoler Una R tMgd Tnprrd..9. RedwWla Tatp Mata• RecbnaUnr ltaprtll-ii. RwW9.ler 1FaWipma. Y 1X2x.126 .Lo07bp Lalling tmd.g Loads Loadm9 Loe18n0 Latdeg L-ft loading Laadag Laadln9 1--ft LoaQn9 Loadrg Loadlna I.a8A19 Lonahg LoaArq p� Alum.TubeT- P r _ 'av r a i _. � k _ i di h r o Mullion "ss Sr 8! 8 8 R , rn l gg� rg N 4R�' � S o � �„ 1 ue f� �i Tya�{ ��¢j` h $ grq� g' }kgjg � g yi� '�ga Q�$j qI �,U o d¢ `<C �6 '.4d C :Y P. 26 Yr3. �OC �eS 7a $ >� 5 d �2• d f �e O � u.l 429 111.9 408 129A 332 93,2 408 178.6 325 798 406 107.8 3N 69.8 dab 104,4 319 r;2,1 408 104A 519 53.9 408 104.0 310 40,6 408 104.0 319 39.0 408 104.0 319 36.0 408 104,0 319 ruWuilr1 J 481. 74.8 312 83.8 288 824 312 T3,4 514 312 W.0 248 48.8 312 83.2 246 41.6 3S2 61.3 244 37.6 312 010 240 312 312 41.0 244 28.8 312 GSA 244 23.4 312 81.0 244 t0 J 50.6?Sb 699 261 lab 234 53.2 281 61.6 228 456 281 65.7 224 38.9 281 52.1 222 35.5 281 60.1 270 31.9 281 49.3 218 286 281 49A 219 22.8 2B1 40,3 210 20A 241 40,5 210 ' h 64In 925 247 578 207 49,9 247 49,8 242 376 24T 44.6 198 329 247 St,5 166 292 247 3a.4 194 29.3 247 38.4 193 218 247 38.1 193 18.8 AT 38.1 t93 16.4 247 3s.1 183 K in S2 w O to J 6067 38.4 240 41.2 170 33.0 ca 200 35.4 168 27.4 200 31.6 163 24.0 200 28.0 16D 21.3 ZIa 27.1 159 792 21 i 258 157 16A 2011 25o 156 63 N 311 101 35.3 158 27,6 181 383 152 2.7 181 249 149 20.7 161 24.5 146 10.4 181 228 144 16.6 181 21.7 143 U rC 66 H 286 169 30.8 142 24.0 703 261 159 20.6 163 23.1 136 18,0 ISS 25.0 134 3 Z N m S 72h 222 139 23.3 !24 165 139 19.E• 1f8� 155 !ss its 116 � wg is t, 16.9 123 19,7 109 14.7 126 16.6 iW N _�.i G. ¢ZO T8 N t7A 118 18.2 104 Q -i r r Ot O`I TABLE 1$ ANCHOR CAPACITY ADJUSTMENT FORMULA: 4- Z cc cc AnehorCa cl Table Obs) O I-- W 9 ANCHORCAP__ n N 8 sumtmt,~ 27KC0n:ret+r 15Kcana No4ag72du i-ac4ow PTwoa 14ar�t {DP,)X� =ANCkiORCAP.,m UtT Eco t/r SS Eko S16^Elca SH'SS Mca 010 SWO 012 Sted 012 Stcel MULLION Ce Arch.Tr;u 3118'Eco Ulbacan 114.Et o Uw w 3110 ECO Ulkwon 1!4'Eko Uhecm N X Anchor CDP Patterns Olmon A0078Getar Utwon AaanGW 6ore,1(G5)Swaw(GS) Smw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR 0 N Edln 73Cte (k 11 ZI/r 1" 2-12" ave• 1• 2-1¢' 1• 1 awl Y 3.1tr r o4V 0.54" 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN U xQ g EmOamnart t.k 1Sr4' I-W 43(4• 1.814" r S-Ife 1.114" 1-114• t-ill 1-114' 1-Lr r 7-38- 1-316^ m7b4 ACTUAL PRESSI IRE REQUIREMENT FOR THE r, 2 Anctb7s 0 4.75"Min.0.0./Standard or 01M Dip(Fla.t): 380758 399 M 450 ms 690 9,s i 93 27p b; 2w 9e 354 firs Me be 374Iw 004 Toa slam, 341 pw 442 r 580 Drs OPENING,WHEN IT IS LOWER THAN THE MULLION d..e- Z m uQi {!j 4MCtlaa®1.15 Mln-O.0 I SIBMiad{orOlkzp CUP(Fla.2k 400 Ort 704 aw WA WA WA NIA 38011- WA WA WA WA WA 682 prs 085 ft 1120 bs CAPACITY(FROM THE TABLE)OF THESELECTED N 0 4Ara:itx0®3"5pn o.c.JR)248 A1gie C8ps 1{Flg,314 78094 TSO ba 660 ma 1580 ex 1898to 5409. 560 In. WA 760 lbs 7489s 880@4 tavan 6220x-3 8�ms t120 its MULLION.IT WILL YIELD A MINIMUM ANCHOR U 2Aroham®4.45•Mu,x0.1t1LUp.Yeo.12TAltnn.(80.414 wA WA WA WA WA NTA NIA WA WA WA NIA NA WA NIA Its Iw CAPACITY WHICH MAYBE USED TO QUALIFY o 1A14WlF4Xp(N0.5Y 1539; 1959-3 7289; 44516-3 '82293 Sas an, u01A1 t7793 Ire bs 1s7i5s 332Iw 47310; 1708c 221tb. 2001ea ADDITIQNAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2 Ancnory@l.ls^wn.0.C1 F.pip ff�p.614 24098 350 ms WA WA N/A row 190 tw WA WA rvrA WA wA 341 Ws 44498 -39915-3 ANCHOR CAPACITY TABLE ascomplyingg with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR ATTERNAND ANCHOR VALUES ASTHESTANDARD CLIP. Building . NOA-No. 17-0630.01 Enp3rntlon Onto 05(2612021 By MTamW P4roduci t.ontroi- FtGURE t: FIGURE 2: TABLE NOTES: • i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. F+- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE. }' FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. (I i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000° FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 1 ANGLE CUP MUST BE USED IN PAIRS. ,125" `\`tl Y LYIyN 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 341 SPECIFICATIONS.HOLLOW AND GROUr-FILLED `� ,,4o.........• .tr CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURES., B: YELLOW SOUTHERN PINE WITH AN SG OF O.SS.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF A25' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEELTO BEAT 1'X 2"X.126'MULLION _ No.58705 THE MATERIALT. .#1 8#12 ANCHORS INCK AND 436.ALL TO WOOD MAY SE STEEL,I 8 RS INTO METALSHALL TS.OR 4 0 S,S,GREW ThfftEADS BEYOND � ,� •: 7f {��b• Of STATE Ft /1"ONAL EN A 0160INIU11 k P.E. FL P.E.#58705 ri TABLE 2An Mullion Capacity Table(IbsW) Opening Width(f0 wrld allyspanrdrg mld6orls)or Opening Height(for hbri2oNa"Palurdri)In11190r19) t 6o In 60 in 70 in ea In 60 In 100 in 1201n 1406 0 1w In s0 u o RO-1111m T pTdmp. p.ci.tpdar Trp7mrO. Rectangular ImpRdalp, R.alagular TmgTdarg. Recbn9W9r TreWd31g. Rect0lgldar Tmprrdarg. ROu1a1(pdar 1fepTdmg. Ratalgul.r TmpR(len9. Ro=,n9UWaz Wpnlang. 1x2 x.376 Loearg Loadlrp Loadng Loadlrq Coaling Loxilm Loadiry Laadlrg lcadinp Loa9n9 Lowing L."19L9adlrg Lo.alrg Loadb,p Lmdln9 LcMllg Loa9tg Alum.Tube Muluan7141 a 42 1. 1700 820 170.0 435 757.3 8� 170.0 478 729.7 662 1700 606 113.6 682 lea5 61B 1008 682 1889 E17 908 682 168.9 617 75.7 652 160.9 517 649 662 16ag 517 56.7 682 188.9 517 x 48 in 121.8 507 138.0 419 101.4 807 119.2 410 60.9 50T 1057 403 76.0 507 1028 399 87.6 SW 99.6' ?B7 606 507 99,0 396 607 607 60.0 378 434 507 99.0 396 Sao 507 83.0 396 6o.628in 1037 458 114.6 379 86.4 468 98.9 371 74.1 455 90.6 W4 64.8 456 84.8 360 67.6 466 '91.3 367 51,8 468 a00 368 432 456 80.0 356 37.0 456 8&0 956 324 455 87.0 356 W oo -L i Ei In 65,4 400 933 336 71.2 400 809 326 61.0 400 727 322 WA 12:2525.6' 31a 47.5 400 64.0 315 427 400 82.3 314 35.6 400 61.8 313 30.5 400 81.6 913 287 400 81.8 313 � m O (O LU 5061 623 324 68,9 276 51.9 324 57.5 270 44,6 324 61.2 264 38.9 260 346 324 43.9 257 9:.1 324 420 266 260 324 40.5 253 22.2 324 405 253 1&5 324 405 253 -4 (D C) C 63 In 63.8 294 57.4 252 448 294 492 246 38.4 294 43.8 241 33.6 237 2" 294 37.1 234 28.9 294 912 233 224 264 33.6 90 111 294 334 230 76.8 294 33.4 230 a � Z T 68 in 488 268 49,8 230 39.0 268 424 225 334 268 37.5 221 29.2 219 20,0 288 31.6 215 23.4 268 29.8 212 19.5 200 28.0 210 19.7 268 27.7 209 14.6 289 27.7 209 Z 7 m = Z 72 in 380 225 37.9 196 3D.0 275 322 101 257 225 284 :88 225 185 20.0223.5192 180 225 221 180 150 275 20.3 1T7 129 216 19.6 170 11.3 275 1&6 176 W111Min 30.6 202 320 177 2S8 272 27.2 173 21.9 202 23.9 170 112 167 17.0 202 1g,7 165 15.3 202 1& im 129 202 16.7 1e0 109 202 118 158 9.0 202 188 156781n 2a.3 193 2&9 168 216 192 211 165 202 192 220 182 17,7 159 15.7 192 18.1 157 14.2 1B2 10.8 155 71.8 192 15.2 152 10.1 192 144 150 6.9 182 142 15Q ¢ J J 00 In tab 144 1&0 128 1S4 144 761 728 Z N B61n 152 127 1aE 113 CO TABLE 25 ANCHOR CAPACITY ADJUSTMENT FORMULA: U) Mh o' Anchor CO ac Table bs ANCHOR CAP.,,c,,,,, ® Of C4 Y 9ubatrata: 27k Calmrete 35k Ox1e. Hollow CMU Poled CMU PT Wood Me40 (DP,®)X( ANCHORCAP._ Ell 9118•Elco 114.89 Eloo 5116*Ebo 114•SS Fxo 010 steel 912 S%d 012 stm MULLION CAP.,.,,a°, F= x An6orCBpPottems An`^0">�' v16*Flcotnlrewn va•ia..uua..n v1s•omuba:an tl4•Elco ultracm O tOtr6con A9o<eGawr Ulu.can A9preG.ror 8.rcw(cs)9cmr(G5) scl.w(cs) USE THIS FORMULA TO OBTAIN THEANCHOR Edge Obtance On) 1• 2•V2 +• 2-1 T 3•V8• 1• 2-10 1• 2.1rr 2• 3-Ve• 2- 048• 0.54• 0.324 CAPACITY REQUIRED"CORRESPONDING TO AN CL r Z�O to i Up Wtaenl Ont Lara- lana• 'hN4• taro^ r 1-va• 1-Ira• 1.114° 1-trr t-vr t-Ila• 7 I've, lave• wd.. ACTUAL PRESSURE REQUIREMENT FOR THE 21 2 Ambo.Q 4.75•Min.O.C.r StandMt wOff.t UP Will.1t 390 b. 390 b. 450 b, 090 bs 16441bs 270 iba 2801oa 954Ins 740In+ 374 919 864 cs 94604 341 169 442 ins S60 bs OPENING.WHEN f7 19 LOWE, THAN THE MULLION � V M I f ��il-3 4 Amh-Q1.16•Min.O.G/6tmldard(or OguO UP(Fig.2t 480 Ma 700 ft WA WA WA WA 380 b. WA NIA WA WA WA 65210, 053IW 17201bs CAPACITY(FROM THE TABLE)OFTHE SELECTED '- 4ArchotaC3•MhO.C./121245An&Cllp./(Fig.3t 780166 76DIbs 680 b 15601b. IS%16s 540 D. 56014. NIA THOU. 74000 880 b, 11920. 682 b. 99510. 11201b. MULLION.IT WI LLYIELDAMINIMUMANCHOR PRODUCT REVISED 2 Anct-C 0.45•Mh D.C.I LLOip,btn,125`Abm,(Fig.4t WA WA MIA WA WA WA WA WA NIA WA WA WA WA WA 7151b. CAPACITY WHICH MAY BE USED TO QUALIFY a9 complying with the FlOrlda 1 AmhalF-C71p(Flv.Sg Imim 1&71b. 22660 M5um a72 b. 115M 14D Wb9 In 370 bs 1679. 332 lb. 4731!. 1701bs 221 It. 2801 ADDITIONAL ANCHOR OPTIONS FROM THE BUI1dIng Codo 2 An.6voB1.1S W.O.CJ F49ip(R0.8t 240109 350 ba WA WA WA WA 1906, WA WA WA WA WA 94f IOs 442106* 58010, ANCHOR CAPACIYTABLE NOA-N0. 17-0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. Expiration Data 05/26/2021 I By Warn ad roduct Con 7� 1 FIGURE 1: FIGURE 2: TABLE NOTES: ® 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. _ {! ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -I 1'000• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 7111 I I I I 1)l l • • • � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' �7 p1L Y..N FIGURES SHOWSUGGESTED,APPROXIMATE LE O . �� a�•' � �� • HOLOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND GROUT FILLEDL •375' Q;•' '•P CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 030.WOOD SHALL BE PRESSURE-TREATED No.58705 1' *= FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WTH AN SO OF 0.55.ALUMINUM SHALL BE6063-T5 AND BE A MINIMUM OF.12.7 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X2'X975°MULLION •0'� _ LEAST THICK AND 136.ALL ANCHORS TO METAL EXTEND AT LEAST 3 SCREW THREADS BEYOND �pO•••• STATc' F z-'•!/>�: � THE MATER IAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 B.S. �T•., F NAL A.LYNN`iW%%1 P.E, FL P.E.#58705 TABLE 3AB Mullen Capacity Table(Ibse) •9 Opening lMdth(tar(artically-spanrigmWtore)or Opening Height(for horlmnt9Ay-sparWng muLiOns) QQ� a Go in So N 70111 80 N 90 In 100in 1201n 140 N 1601. 4 �+ p 7X2.767{ ReetenpuI. Trap1Tf-m. Fmetnpulal TraplTdmrp. Rectae d. Tret3rT4mp, R.dnmat 'Rep/rinn0 Reatnlpliar Tm"mp. Rectenpuar TnorrMnp. Redenpdm Tlap771fang, Rr etmpubr TpplTder/p Radanp4u TmpTdan9. a LP adn9 Load/g Lwdn9 Loafing l0adnp Laadn9 Lwdn9 L.&W f0ad't'81 L6adrp Loafing Lw(a g L-cfi1p Lae6np Lmdn9 Lmdnp Lmdne Lmdn9 .376 Alum s a a 2: r a �• ;^ r r s Tuba a Mullion 8` t3 c� cV c9 _ u u E u v as E s U a� 50. II II sa - o LLI = 421. 170.0 &N 170.0 435 170.0 744 170.5 478 170.0 OBD 170.0 500 170.0 092 170.0 BID 1700 1118 170.0 621 170.0 1240 170.0 621 148.7 1301 1/0.0. 521 127,5 1301 170.0 521 111.5 1301 1700 621 N 48 In 170.0 708 17D.0 524 170.0 850 170.0 BN 170D 292 170.0 630 110.0 1133 173.0 691 161.8 1157 170,0 en 136.6 1139 1TO.D 661 113.9 1139 1709 680 07.6 1139 170.0 683 65,1 1139 170.0 680 (n 50.625 In 1700 741 170.0 563 170.0 89B 170.0 631 167.8 1032 1700 684 145.8 1032 170.0 723 130.6 1032 170.0 747 117.4 1032 170.0 758 07.0 1032 170.0 758 839 1032 170.0 ,756 7&4 (032 170.0 756 /- LL 64 In 170.0 761 170.0 612 181.3 907 1700 691 1382 907 164.7 730 120.9 907 1R5 720 107.5 807 1450 714 96.8 907 141.1 710 80.0 807 (10.0 709 69.1 907 140,0 709 60.5 9D7 140.0 709 a m M o U) uj 60 N 141.1 735 151,6 625 117.6 735 130.3 611 .1008 733 116.0 599 e82 735 1082 590 78A 735 99.5 6B3 705 736 8&1 578 58.0 735 91.8 574 BOA 736 91.8 514 441 735 OLD 574 � � (0 Ur .ir�, 63 N 121.9 666 1309 570 101.6 603 1115 867 07.0 666 98.9 547 762 666 20.1 538 67.7 666 83.9 531 ODA $fi 78.8' 578 509 666 7S.8 621 43.5 666 75.8 521 30.1 6611 75.6 521 V � U Q 'fy 681, 106.0 607 1124 522 68.3 607 98.1 $11 75.7 607 65.0 501 032 037 77.1 493 589 607 71.5 486 53,0 607 67.6 481 442 607 MA 476 37.9 577 6Z7 474 33.1 007 52.7 474 Z Z LU� nLL � c J 7210 615 510 85.8 443 68.0 510 710 431 5413 10 643 426 $1.0 510 57.9 419 45.4 We 53.3 413 40.a BID 60.0 406 349 510 45.8 402 292 510 "A 309 256 510 44.3 We W � U)� �O 76111 634 46B 725 400 57.8 450 81.7 392 48,6 450 54.1 385 4&4 450 4&B 378 388 450 fob 373 34.7 456 41.8 303 289 456 377 362 240 458 3&0 359 21.7 456 35.7 SSB Z2 j 76 h 642 436 Me 301' 57.5 485 506 373 45.8 436 40.8 366 401 435 447 360 35.7 435 40.9 355 32.1 435 3&1 351 269 435 34.4 S44 22.9 435 326 341 20.1 435 322 340 9011 41.8 727 43.1 290 74.8 0Z7 301 205 28.9 327 31.8 180 Z&1 727 28.3 275 232 327 257 271 20.9 327 2&7 268 17A 327 21.0 262 14.9 327 10.3 256 F Q Z N 98h 344 287 35A 257 28.7 287 Z&9 252 248 287 ffi0 290 21.5 787 211 241 101 297 20A 240 17.2 987 14J 237 144 287 109 232 Oa $0 g 108 In 242 2D 24.7 205 202 227 208 201 173 227 18.0 198 15,1 2ZT 16.0 195 n U3 X i $ B .111N 223 215 22,7 191 1&8 215 70.1 181 158 215 185 108 ® N IY Y 120 in 17.6 184 17.0 167 1 1 j U N y TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d � Z Anchor Capacitv Tabp bs ANCHOR CAP. ,,,,,, substaw 2.7kCorrorele &5kCw4. H911mCmu FMedcMu Arw6od M"w (D-)X( ANCHOR CAP.,", O 1�0°tY `MULLION rl f118'F9oa 1!4•SS Elco&76'91.. 114-SSE- MIG Steel e12 Steal 612 steel v Amcor Type 9/16'Elco LAYdcw 114•Eko UDracOn 3116°Eloo Ultrocan 1/4'Eke UlOeron Anchor Clip Patterns U11- A;;gw tar Ulbacon ApereOWaf 30. p5)s6re Z) s.nmrs) USE THIS FORMULA TO OBTAIN THE-ANCHOR PRODUCT REVISED Edge Di3I-e 11.} f• ZI/7 t• 2-1/r 3.718• 1• Z_12' 1• 2-1? 2' 3-118• 2' 0.48• o541 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Embedment(1.): ialV 1-741 1-4' 14W 21 1-114, 1-U4' 1-1H` 1 1-1H' 1.114' 1-Y4 2• 1318• fare• mjW ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2 Anohom Q 4.7V Min.O.C. st3ndad or Gleet Olp(Rp,1): 390169 390 hs 45004,9 690109 1044 be 270151 7e0 Ns MU370 lbs1Es 374159 604103 9401W 3411W 442100 560 u. OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No, 17-0630.01 4 Archon®1.15•M1..O.C./3Imd.,d(.(=e0 C90 ft. -4 4501b5 700 bs WA WA WA NA 380104A WA NAI WA 6621te 865103 1120 6s CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anctom,g 3'Mia O.C./(21 215 Apple%p5 I Q-7p.3X 7001b3 700 00 680030 1560164 1698 bs 540 ft 560103 TO 74a ms SW Lbs MR lbs 66216. 6M lb, 1120103 MULtJON.R WILL YIELD A MINIMUM ANCHOR Fxpimtlon Ueta 06/26/2021 ZNOiwa a0.45.3411O.C.!U1ZIp,hto.125•Alun.(Flo.4X WA WA WA WA WA WA WA A WA NA WA WA WA 716 bs CAPACITY WHICH MAYBEUSEDTOQUALIFY B 1Anchorl E•COp A.5); 1B51bs 1951bs 2_25 Das 445 Its 822 Dw 135®s 14010, 6s 187 lbs 332 lbs 4'73 t1m 170 IDS 221103 180 ms ADDITIONAL ANCHOR OPTIONS FROM THE 'y 2Anotwa®1.15'MIn.O.CI ECIIp plp.6X 240094 35009. WA WA WA WA 1901baA WA WA Wa 341100 442163 56064 ANCHORCAPACITY TABLE. Mismi-0n roduct Control NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES ASTHE STANDARD CLIP. (:7-1)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: � � � � •--j 1.000' f•-- • ® 1)SEE SHEE71 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1(I 1 1111 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE ,0'00 LYAw � '� ,•• ?11 �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.68705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC4 301 SPECIFICATIONS.HOLLOW AND GROUT FII I rn 1 -0 - •• *- CONCR ETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WCOD SHALL BE PRESSURE-TREATED 376' 6 ,!I FIGURE4. FIGURE 5: FIGURE 6. YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' tet% _ATE r�•':!(/� THICK STEEL THICKSTUDS T TO AMINIMUORSINT 3METALS SHALL NDAT EAST SCREWALSTEELTOBEATYOND % •01VA10i;..•' 1•X 2.75'X.375'MULIJON lr -• LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENOAT LEAST 35CREW THREADS BEYOND i�s/� THE MATERIAL.#10 ANCHORS INTO WOOD MAY DE STEEL,tea S.S.OR410 S.S. 7NAL Eft f� A.L%t4 MILLER,P.E. FL P.E.#58705 TABLE 4A W B Mullion Capacity Table bse Oil aniigWidth(icrwMcair-sparWrgmUllcris)or eningHdigbt(f'orIvdmnlall�,spaarvdrgrnufflort9) 4 501. 60h To In 901n gal. 186In 12067 1401n1110n g 4 1x2762 Rxto gun TreprlMong. Wwta gular TmpMang. Redm9dar Tma-mm 9, Rectenmdar Tmpmtang Rootangw- Th9✓Tdmtg. Roatsnguar TrWTdan% Raolnngslw Tmp?a609• FOctmiWr T.PTdang. Ifact- ar TRUffiang, .650 Atom. taadn9 Uncivil Loadng Lo.&S Lowing Loadng Lmdr g Loadng Load93g LWAM LOadnP loodng Loadng Loodn9 L-$nu Lca4n9 L".9 Loading S 75WIGam rad a28. �. �• �� s $ "� !}oo U U ZO IL 42h 170.01 6117 1 17D,0 435 '170.0 744 T7a0 475 170.0 8th 170.D 506 1170.01 102 17x.0 519 170.01 1118 170.0 521 1170.0 SZiO 170.0 52f 1740 14U 770.0 527 168.7 1826 178.0 521 138.8 1820 170.0 621 i1) 48 to 174.0 748 1700 524 170.0 >w 1700 584 170.6 992 170.0 836 1706 1133 770,0 891 1700 7275 1704 977 }744 1417 170,0 480. 741.7 1417 170.4 t16Q 127.5 1417 770.0 880 taea 7417 170.0 6D0 � J (0 50925 in 170.0 747 170,0 593 110,0 808 170L0 631 170.0 1D46 170.0 584 170,0 1189 170.0 723 1628 1266 170.0 747 146.3 1288 170A 758 1219 5206 170.0 758 104.5 12W 170.0 7W 81A 1286 170.6 759 �, 1L O� I•^ 54N 170.0 7W 170,0 612 flag BSB 773.0 691 170.0 1716 f7a0 754 150.7 1130 170.0 gal 133.8 1130 170.0 837 120.8 1130 170,0 856 5005 1136 170.0 585 88.1 1138 170.0 891 78.3 1530 TMO eel -'a 131 O CA M 0717 R0.4 86S 1700 701 1465 975 2823 781 1255 915 5445 744 709.8 Pib 1323 735 97.6 815 f23.P 728 87-9 915 118.5 727 732 915 114,4 715 ELS 915 114A 715 548 8!9 114.{ 715 1= to (D 83 N 151.8 838 101.0 719 12Q,5 630 738.9 OR 1056 030 1232 881 94.9 510 1122 670 84.4 830 704.0 662 75.9 am 89,4 956 63.3 830 944 649 812 830 80.1 649 47.4 830 94.1 848 � � z 86h 1321 757 140.0 650 710,0 757 170.0 630' &t3 757 t06.3 524 a28 757 MI 614 73.4 757 80.1 588 08,0 757 40.2 80D 650 757 79.6 593 472 757 792 681 {7.3 767 742 595 = Z W z m , a m O „7 71N 10;-7 633 f00A 552 44.0 838 01.0 540 727 036 80.1 330 61.4 63e 722 52M1 56.5 835 86.5 614 50.9 838 CL3 500 424 630' 57.2 5qq 38.3 436, 553 487 31.8 636 552 497 78N 86.5 571 90./ IBB 72,1 571 lad 488 5 $71 47.4 479 54.1 571 80,0 471 458 677 55.5 484 43.2 571 61.8 450 30,Q 571 47,0' 451 30,B 671 did 447 27.0 67! 44.6 446 _ h 78 h 86.0 542 83.4 474 66.7 542 70.8 465 S7,S 642 621 {513 .6 542 55.7 449 44,4 642 51.0 44Z 40.0 542 47.5 437 33.3 542 424 420 23,8 642 40.5 423 25.0 512 40.1 423 a F- Q 9Qh 521 447 53.7 391 43.4 407 454 355 372 407 39.9 348 325 407 36.3 343 Z&8 407 321 338 26.0 407 269 334 21X 407 28.1 327 18.0 407 24.7 90, 7@.8 407 23.tl NO t- Q rip `7 Win 424 358 44.1 320 35.0 359 372 3.4 30.7 358 32.4 309 20.0 3% 20.8 304 239 3513 29.1 3(70 21.5 355 24,0 296 179 358 21,0 269 15.3 358 182 25{ IL � m _00 NO 10903 301 263 30.0 255 26,5 203 219 251 21,5 283 225 217 18.8 283 1P.9 244 101 283 18.0 240 151 283 156 237 t. X rX o o tI1 S11In 27.8 261 28.3 742 217 207 289 238 19.6 287 20.8 235 17.3 287 18.3 235 16.4 267 18.5 228 H W N 120117 220 229 223 Z M 153 229 10.0 205 16.7 229 182 202 �E U X }} TABLE 4B ANCHOR CAPACITYADJU8 AIENT FORMULA. ip a E� Z m Mchor act Table Obs) pKp .. 4 SUW W6 2.7k caromt. 34k Cana, Y.11"GNU FE-0 cmu PTNboa field (DP,a„)X 1!ANCHOR CAP.,,o„n„ ANCHOR CAP._ c0 � . vie,Ebo 1!4"SS Etc091EEIco 1-WSSEIco etOStad 012Stee1 012Sted `MULLIONCAP.,,,,,, 1 @ � � ��S AnWtotTyPa 31717 Efca tOtmoan tt4•Ewo t00acm vtc enou7rapon 1/4•E1w Ut0aacn AW�W Scte,("Sa (OS) ac ps) USE THIS FORMULA TO OBTAINTHE ANCHOR PRODUCT REVISED AnchorGOp Patterns t19r4ewi AagreOafor trarxon Edge Oistalco(In): t' 2.1/2• 1" 2-tl2• 3-ue+ t• 2-IW r :00 z 3-ue• 2" 0.48• 0.54• 0.324" CAPACITY REQUIRED'CORRESPONDING 70 AN eompIcy ng with the Florida Embedm.M ink ts/4- ism• 1.3/4• 1074• r I-IW 1-IW 1-170+ 1-u4• t-1r4• 1.u4" z` .378• !s/0,- >R31as ACTUAL PRESSURE REQUIREMENT FOR THE a.unB cane 2 Anchm 04,75•MOt.O.C./Stm dar0010t 01p(Flo.1k 390 ft 300@0 46016. 820 lbs 1641as 27016. 280 lbs 35411b 740;a 37430 9641bs 940 Am 341 lbs 442111. S9oav OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.0A1 4Ancbws Qt.76"Min.o.4t55mrdara tor09ut)alp SN0.2x 480IDa7006. WA WA WA NA 380(bs WA WA WA WA WA 6112 IN 885 1120 ft f:APACTTY(FROM THE TABLE)OF THE SELECTED F,rtp&atioo Pata05/26/2021 4 Anchmd®3+Mtn,0.41 0)255 An91e GIP.I(Fig.3k 780 lbs 780 Ow 6001bs 15M Ins 189616. 640Iba 6g001. WA 760 in 7481bs UM Ins 7092106 02(ba br 1120 L4 MULLION.IT WILL YIFI D A MINIMUM ANCHOR 2A6cbos 00.45'MN-C.G/U-Qp.ortu J25`Akm.(Rq,4k WA WA WA WA WA WA WA WA WA WA WA N!A WA ! 7f50m CAPACITY WHICH MAY BE USED TO QUALIFY gY_r/�' 1 A.1-1 F-0lip(FI0.5): 195lbs 79516. 205160 4450. 1 =v. 135Ins 140168 1779. 370 In. 1871m 332 roe g73Ins 170 Bas 221164 280 i6s ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Pa rcquat control 2 Mcbms 401.f5't1ra.O.Cl F4ZIp 09,8t 2401be 350 9m WA WA NA NA7901dn WA WA W,4 NAWA 341163 44216. 560 tba ANCHOR CAPAGITYTABLE NOTE FOR THE OFFSET CIDP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE E(AMPLE ON SHEET 24. FIGURE 1: FIOUR_E-2--^_--_�--1177117^•- TABLE NOTES: 1.._ 1)SEE SHEET ITOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000. FIGURE SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 17 51 11 1 t I/7 3: ��� (+i •N 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOft!?tACT DIMENSIONS,SEE SHEETS 21-23. 276G• OW( ....... .. ' . . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23, + •' FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. .: N0.58705 '1 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND GROUT-FILLED = CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C,90.WOOD SHALL BE PRESSURE-TREATED .650 �Al. FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK STEEL STUDS TO S£A MINIMUM GRADE 33 AND.0.45"THICK(78 C,AUGE).STRUCTURAL STEEL TO BE AT "fi• 1(t LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75"X.650•MULLION �,FS`• <aR1DP,.•' ���� THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. �}`ONAL •",., �G>> A LYAi MILLER,P.E. FL P.E.#58705 . a