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WS-15-2224 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL t� _ 0/11, �. Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242618 Permit Number: WS-9-15-2224 Scheduled Inspection Date: November 13,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge 'on Type: MW Owner: MUSTAD, KRISTEN Work Classificati(t : Window/Door eplacement Job Address: 1260 NE 94 Street Miami Shores, FL 33138- Phone Number (305)661-6633 Parcel Number 1132050100180 Project: <NONE> Contractor: TRITON WINDOW DISTRIBUTORS Phone: (305)716-4900 Building Department Comments WINDOW&DOOR REPLACEMENT. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments PassedZ , Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 12,2015 For Inspections please call: (305)762-4949 Page 8 of 44 r r AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT November 10,2015 Mr. Alejandro Acosta Triton Window Distributors 8888 Northwest 24 Terrace Doral, FL 33172 Ref: Mustad Residence 1260 NE 94 St Miami Shores,FL 33138 Permit#WS-9-15-2224 Dear Mr. Acosta, The purpose of this letter is to state that the 2 by wood bucks used for the above permitted glazing products (NOA or Florida approval) shall be anchored using; the same anchor type, spacing, embedment (into concrete) and edge distance (wood and concrete) as shown in the product approval(s). It is the responsibility of the installers to make sure that the wood buck extends beyond the interior face of the door or window frame and the framing/ wood buck anchors are properly offset (by 1"maximum) in order to avoid wood buck and window anchors from overlapping each other. If you have any questions, please feel free to contact our office. Respec fully, V Javad ad,PE Chief Engineer 1235 SW 8711 Avenue Miami, FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com I alfarooq@afceng.com x Miami Shores Village Building Department s�p NZ015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 200-4 BUILDING Master Permit No.'RC-14--1 PERMIT APPLICATION Sub Permit NOw"s. 1 g--D-D-a".4 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP J CONTRACTOR DRAWINGS JOB ADDRESS: A/c 's-r— City: City: Miami Shores C County: Miami Dade Zip: Folio/Parcel#: //',VtS " C/G r 6 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple/Titleholder): G�l�i � 1"I L Phone#: Address: 4 �' p City: 4iAti1 I S 14012 ES State: Zip: 3 3J 3 D Tenant/Lessee Name: Phone#: Email: / CONTRACTOR:Company Name: /'7r I tj N)till 4 0� i S7-2//3 U/�IZS Phone#: _�1 hHe 49©a Address: 19 f c>1 City: I)A State: Zip: 3617(:v Qualifier Name: )qL_ETA-x1 D/Zb Phone#: - IDD State Certification or Registration#: 16115/� �k_ Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ /''I;r�t°)� ' Square/Linear Footage of Work:TR Type of Work: ❑ Addition ❑ Alteration ❑ New ❑/Repair/Replace ❑ Demolition Description of Work: t I JA M 0 0 4 D-LV 2U IPKIL Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rens a ion fee will be charged. }�Signature Signature OWNER or AGENT AC NTRACTOR The fore oing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thi day of 20 f by ay of 20 / by y , rt3/ rl�f�ft3S7 D} who is personally known to ersonally known me or who has produced as me or who has produced as identification a o did take an oath. identification and w o did take an oath. NOT RY BLIC: NOTARY PU C BENE H;ERNANDE PUB., „`� Notary PublicFlorida f y Comm.Exp3,2016Sig FOIE ACEtAln ,oo i Print: int: 2• •= Co;wssbn#FF al: Seal: M Mly Comm.Expires Ap,,l, V`7 � APPROVED BY 7 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) d DBPR- ACOSTA, ALEJANDRO; Doing Business As: TRITON WINDOW DISTRIBU... Page 1 of i 1:24:44 PM 9/5/2014 Licensee Details Licensee information Name: ACOSTA, ALEJANDRO (Primary Name) TRITON WINDOW DISTRIBUTORS INC (DBA Name) Main Address: 5001 NW 72ND AVENUE MIAMI Florida 33166 County: DADE License Mailing: License Location: 5001 NW 72ND AVENUE MIAMI FL 33166 County: DADE License Information License Type: Certified Specialty Contractor Rank: Cert Specialty License Number: SCC131151345 Status: Current,Active Licensure Date: 08/07/2009 Expires: 08/31/2016 Special Qualifications Qualification Effective Construction Business 08/07/2009 Glass & Glazing Specialty View Related License Information View License Complaint 1940 North Monroe Streett..Taliahasseg IFL 32399 :: Email: Customer contact center::Customer Contact Center: 850.4€37.1395 Tile`;tate of Florida is an AA/EEO employer.Coyright 2007-2010 Stag of Florida.Privacy Statement Under nonda law,ernail addresses are public records.If you do not want your email address released in response to a put}lic-records request,do not send electronic mail to Phis entity.Instead,contact the office by phone or by traditional grail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departmentwith an ernail address if they have one.The emails provided may be used For official con'rrnunication with the licensee.However ernail addresses are public record.If you do not wish to supply a personal address,please provide the Departrnent with an ernail address which can be rnade available to the public.Please see our Chapter 455 page to determine if you are affected by this change. https://www.myfloridaticense.com/LicenseDetail.asp?SID=&id=663F951 B442EC4D2F 175... 9/5/2014 w....� _.. �, .. - __ .. __ ._ 008643 Mfami !),oG� 1nt State of.'F1 1 1a Yr f IIS ISS NIST A.E3ti1 (7 1 SflT PAYY�. 6233746 61lSlNSB 144171 t)OA'TKSN, RECEtI�i I1O . fi TRITbN W1N13O11 D1STR1BtJT01R$E1C EtEt�itAL SEPTR 888$.NW 24 TE-RR Mti3O`,be'disTllayr4#t pfeiae af'frusiness DORAL OL 33172 Pursuant ti County"bode . #taptar$4 Art9 1a _. OWNER SEG.TY*E OF BUSINESS PAYMENT-t;EGE1VEO TRITONV INDOW DISTRIBUTORS INC 196 SPKIALTY BUILDIN&CCN IRA,CTOR BY ME T4MCETOE Vtloeker,{s} 3 5CC131151345 $75.00 O /26J2014 CREDITCARD-14-040910 This Local Business Tax Receiptouly citnfrrms payment of the Local Business Tax.The Recallit is not a licen e" permit;ora certification of the holder'.gquaiificatioft's,to do business.Holder Must cempiywfth any govelrgittenf�l or nongovernmental reguiatory lacus andreguiremems which apply to the business; The RECEIPT ilf:above must'lietisptayedotral4Cetinrnetea4a See 86476. For more lafurmation visit jajw.pma_ idade aoirhmtcollecror` 007315 Si Msw Marni-Dade; County, State o 'Fkt3rii —THIS IS NOTA BILL' =DCI tsNOTOAY 5737763 �y �a BUSINESS NANIE&OCATION RecatIPT 110 � E rR�tUr�r uu[NDOW Dst+►8 » tr >L1" 118t , '# . 888$"N 1f 24 TEk Mint Its tlrsplayeet ai place,,Of ttusfrf� ;. DtRAL.. L 33J 72 Ptarsutii t©Cdirnty Crds Glaallte:.8fi n,AFt;Ali,, OWNER=. SEG TYPE df BUSINESS ' TRITON WINDOW DISTRIBUTORS INC ' 220 TANGIBLE PERSONAL,PR.()P DLR PAYnnENT;AECEIVE©.- BY TAX C"OLLECTOR ' Efnpfciytse(s) 3 $75.00 69/26/2014 REDITCARD-14-040910 This Local Business Tail lleceipton confirms payment efi the Loeal Busidassfiax.The Raco(pt is nota licarrsa, permit;ora eertificetion of the ho1dat squalificatip'ns,to do business. Holder must comply w4h any goverpmehla# at nongovernmental rufiirtatory lava's a[il►iegairements which apply to the bus#"ruoss The,RECEIPT Ntl.above muetbe'dispfeyed on all corumerCiel vehRclas Mramt-Bede Lode Sec 86476. For more information,visit t�ryvmiasnidade auvhrtxcollactar Property Search Application -Miami-Dade County Page 1 of 1 Av OFFICE OF THE PROPERTY APPRAISER a Report Summary R rt P Generated On:8/18/2015 Property Information Folio: 11-3205-010-0180 Property Address: 1260 NE 94 ST Owner KRISTEN MUSTAD MARIA ANDREINA MARTINEZ 1260 NE 94 ST Mailing Address MIAMI SHORES,FL 33138 Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 Living Units 1 Actual Area 3,023 Sq.Ft Living Area 2,399 Sq.Ft Adjusted Area 2,711 Sq.Ft Taxable Value Information Lot Size 15,100 Sq.Ft 2015 20141 2013 Year Built 1956 -- ---____ County Assessment Information Exemption Value $0 $0 $50,000 Year 2015 2014 2013 Taxable Value --+ $667,511 $609,674 $217,614 Land Value $460,752 $407,792 $275,392 School Board Building Value $188,686 $183,806 $183,806 Exemption Value $0 $0 $25,000 XF Value $18,073 $18,076 $18,079 Taxable Value $667,511 $609,674 $242,614 City Market Value $667,511 $609,674 $477,277 Assessed Value $667,511 $609,674 $267,614 Exemption Value $0 $0 $50,000 Taxable Value $667,511 $609,674 $217,614 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $0 $0 $50,000 Save Our Homes Cap Assessment Reduction $209,663 Taxable Value $667,511 $609,674 $217,614 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $25,000 Previous OR Book- Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Price Pae Qualification Description School Board,City,Regional). g 03/06/2014 $785,000 29076-4332 Qual by exam of deed Short Legal Description 03/06/2014 $100 29076-4331 Corrective,tax or QCD;min MIAMI SHORES BAY VIEW PB 40-16 1 consideration W60FT OF LOT 20&E40FT OF LOT 21 04/01/2006 $0 24584-2158 Qual by exam of deed LOT SIZE IRREGULAR 2008 and prior year sales;Qual by OR 16422-1423 06941 06/01/1994 $213,400 16422-1423 exam of deed COC 24584-2158 04 2006 5 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp:ltwww.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/18/2015 RE AV A T77, Miami Shores Villageiv 10050 N.E.2nd Avenue NE v. ' Miami Shores, FL 33138-0000 Phone: (305)795-2204 OR Expiration: 03/01/2016 Project Address Parcel Number Applicant 1260 NE 94 Street 1132050100180 KRISTEN MUSTAD Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell KRISTEN MUSTAD 1260 NE 94 Street (305)661-6633 MIAMI SHORES FL 33138- 1260 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 19,800.00 TRITON WINDOW DISTRIBUTORS (305)716-4900 Total Sq Feet: 485 Type of Work:WINDOW&DOOR REPLACEMENT. Available Inspections: No of Openings: 18 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 DBPR Fee Invoice# WS-9-15-56912 $4.20 09/03/2015 Credit Card $332.40 $0.00 DCA Fee $4.20 Education Surcharge $4.00 Permit Fee $280.00 Scanning Fee $12.00 Technology Fee $16.00 Total: $332.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, P MBING,M CHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI A/IT. I certify that all a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zo ng. Futherm ,I thorize theAbove-named contractor to do the work stated. September 03,2015 or Sig tures O er / pp icant / Contractor / Agent Date Buildin epadme t Copy September 03, 2015 1 r r. CITYTOP VIEW SLD SLD CS COPY 0 XX XX XOX O 12 11 10 CL SLD FAMILY' CEN XX 13 ROOM 16 15 14 CS" cS CS « 9 0 (`15 �••�� ••••�• XOX X1oX XOC . KtTCHEt; •• • GS • • • • CX 17 ALEXANDRA'S SEBASTIAN'S • X ••�• �••••• BEDROOM OE ROOM, CS •••• •••••i MASTER x • • • BEDROOM o•••• • • • CS 18 i ., • . X ••• • • tJ N • • L t 7 <? 7 i 4 LAUNDRY •6 CS' i••••i M r ? =O ROOM XX •• ••• • • L 0 MASTER fT�t " BATHROOM BATHROOM POWDER FOl`Ef •• M ' 0 0 11 7 ? 4 p 1 2 cli� FRONT " FDc � DOORGARAGE 5 X f7 CS CS CS M 0 XX XX XOX D Q =Please note that these units are being modified mt 0 0 See Master Permit#RC-12-14-2702 CUSTOMER INFORMATION V Kristen&Andreina Mustad ►v A 1260 Northeast 94 Street O Miami Shores,Florida 33138 FRONT MASTER BATHROOM 2 POWDER ROOM FOYER BATHROOM 2 3 i 4 • :0: • TYPE: TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum Impact Aluminum impact Casement Window Casement Window Casement Window Casement Window SIZE: SIZE: SIZE: SIZE: 53 1/8"x 38 3/8" 53 1/8"x 38 3/8" 26 M."x 38 3/8" 96"x 50 5/8" 5/16"AN/AN 5/16"AN/AN 5/16"AN/AN 5/16"AN/AN NOA: NOA: NOA: NOA: 15-0519.13 15-0519.13 15-0519.13 15-0519.13 SIDE ( RIGHT GARAGE LAUNDRY ROOM KITCHEN KITCHEN KITCHEN • 5 6 7 8 9 •',••�•• ••••� •i•••• •••i•• •f••• fes•• :••••• •••••• • • f • • i • • • f<# • • i TYPE: TYPE: TYPE: TYPE: TYPE: Steel Door Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Casement Window Casement Window Casement Window Casement Window SIZE: 36"x 82" SIZE: SIZE: SIZE: SIZE: 53 1/8"x 38 3/8" 26 W x 38 3/8" 26%"x 38 3/8" 26 Y2"x 38 3/8" NCA: 5116"AN/AN 5/16"AN/AN 5/16"AN/AN 5/16"AN/AN FL 15558 NOA: NOA: NOA: NOA: 15-0519.13 15-0519.13 15-0519.13 15-0519.13 i BACK DEN FAMILY ROOM FAMILY ROOM FAMILY ROOM SEBASTIAN'S ALEXANDRA'SROOM ROOM MASTER BEDROOM i • 10 11 12 13 14 15 � *•', 16 •'••+• ••••• • • • •* • • • • ••• Mw= MEN= + •• ♦w••+• • • a 0040 •• so • i. •• * •• *+ •+•. •• TYPE: TYPE: TYPE: TYPE: TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Casement Window Sliding Door Sliding Door Sliding Door Casement Window Casement Window Casement Window SIZE: SIZE: SIZE: SIZE: SIZE: SIZE: SIZE: 109"x 50 5/8" 109"x 81 109"x 81" 109"x 81 106 3/8"x 50 5/8" 106 3/8"x 50 5/8" 106 3/8"x 50 5/8" 5/16"AN/AN 7/16"HS/HS 7/16"HS/HS 7/16"HS/HS 5/16"AN/AN 5/16"AN/AN 5/16"AWN NOA: NOA: NOA: NOA: NOA: NOA: NOA: 15-0519.13 14-0128.11 14-0128.11 14-0128.11 15-0519.13 15-0519.13 15-0519.13 SIDE ( LEFT MASTER BEDROOM MASTER BEDROOM • •sf� 17 18 *i ••i, ••••00 460 i •••••• • •Iii•• • • • •. 0.060• • w • •i••f 6009*06o 6*04 �••••• • • • • s•i•• 00.00• • • • ♦ • • • • 0000• so oo • � •f•�i• •••iii • 4:• • • ••• •••••• TYPE: TYPE: Aluminum Impact Aluminum Impact Casement Window Casement Window SIZE: SIZE: 37"x 50 5/8" 37"x 50 5/8" 5/16"AN/AN 5/16"AN/AN NOA: NOA: 15-0519.13 15-0519.13 Page 1 of 1 SEP 2015 SITE SPECIFIC WINDLOAD CERTIFICATE CORPORATION 1235 S.W.87th.Avenue Miami, FL 33174 T.305.264.8100 F.305.262.6978 www.afcen .com alfaroo afcen .com I I I I g I a@ g Project Number: 15236-905 Date Requested: 8/25/2015 7:02:53 AM Client: Alejandro Acosta Mailing Address: Alejandro Acosta Triton Window Distributors Triton Window Distributors 8888 Northwest 24 Terrace 8888 Northwest 24 Terrace Doral, FL 33172 Doral, FL 33172 Project Address: 1260 Northeast 94 Street Job Name: Mustad Residence Miami Shores FL 33138 Wind Load Analysis for components and cladding with Project Information impact protection as per specification of ASCE 7-10&2014 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Design Wind Pressures(PSF) Exposure Category D Trib.Area(ft 2) Zone 4 ••'ZbV 5 Roof Type Sloped 10 +48.6• ••527 ,48.g• -65.1 •• Mean Roof Height 15.00ft ; •••'•• '••• •••••• IMSNSION Elevation of Opening 15.00 ft ZOO HEIGHT `r ie5tOCED ROTI'%-I% MEA; •••• Least Horizontal Dimension N/A ROOF HEIGHT,,,, 00000 0000.• • • .••.. General Calculations Directionality Factor(Kd) 0.85 • • Velocity Pressure Coefficient(Kh) 1.03 '" •• • Velocity Pressure Coefficient(Kz) 1.03 Topographical Factor(Kzt) 1.00 Velocity Pressure(Qh) 68.7 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 68.7 psf Gcp Zone 4 +1.00,-1.10 4 Gcp Zone 5 +1.00,-1.40 --------------- Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads �� converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. '42 11 ©2015 ,CopCITI o ion CAN (EB)#3538 BUILDINS REVIIEW r Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 1260 Northeast 94 Street Permit No. Description of Window or Product Acceptance Product Approval Opening Design Opening ID Door or mullion Number Design Pressure Pressure Rough Opening Size Shutter Required Mullion Required Impact (+)PSF (-)PSF (+)PSF (-)PSF Yes/No Yes/No Yes/No 1 1FL Casement Window 15-0519.13 70.00 90.00 48.60 52.70 53 1/8"x 38 3/8" No No Yes 2 1FL Casement Window 15-0519.13 70.00 90.00 48.60 52.70 53 1/8"x 38 3/8" No No Yes 3 1FL Casement Window 15-0519.13 70.00 90.00 48.60 52.70 26 1/2"x 38 3/8" No No Yes 4 1FL Casement Window 15-0519.13 70.00 90.00 48.60 52.70 96"x 50 5/8" No No Yes 5 1FL Steel Door FL 15558 66.00 70.00 48.60 52.70 36"x 82" No No Yes 6 1FL Casement Window 15-0519.13 70.00 90.00 48.60 52.70 53 1/8"x 38 3/8" No No Yes 7 1FL Casement Window 15-0519.13 70.00 90.00 48.60 52.70 26 1/2"x 38 3/8" No No Yes 8 1FL Casement Window 15-0519.13 70.00 90.00 48.60 52.70 26 1/2"x 38 3/8" No No Yes 9 1 FL Casement Window 15-0519.13 70.00 90.00 48.60 52.70 26 1/2"x 38 3/8" No No Yes 10 1FL Casement Window 15-0519.13 70.00 89.20 48.60 52.70 109"x 50 5/8" No No Yes 11 1FL Sliding Door 14-0128.11 60.00 60.00 48.60 52.70 109"x 81" No No Yes 12 1FL Sliding Door 14-0128.11 60.00 60.00 48.60 52.70 109"x 81" No No Yes 13 1FL Sliding Door 14-0128.11 60.00 60.00 48.60 52.70 109"x 81" No No Yes 14 1FL Casement Window 15-0519.13 70.00 89.20 48.60 52.70 106 3/8"x 50 5/8" No No Yes 15 1FL Casement Window 15-0519.13 70.00 89.20 48.60 52.70 106 3/8"x 50 5/8" No No Yes 16 1FL Casement Window 15-0519.13 70.00 89.20 48.60 52.70 106 3/8"x 50 5/8" No No Yes 17 1FL Casement Window 15-0519.13 70.00 89.20 48.60 52.70 37"x 50 5/8" No No Yes 18 1FL Casement Window 15-0519.13 70.00 89.20 48.60 52.70 37"x 50 5/8" No No Yes ALL UNITS ARE IMPACT,LARGE MISSILE,CLEAR,FULL VIEW,WHITE FRAME •C 0 •3 • • • • Y+ •• • •• r • • • ••i • 006 0 • • •r• 0 • 4 4 MIAMI•DADE 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) www.miamidnde.eoy/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"CA-740"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,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 displayedin 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 availalle for irjspCppop a$tie rot site at the request of the Building Official, This NOA revises NOAH 12-1218.0Ttic;c4nJs1$cMis page I and evidence pages E-1 and E-2, as well as approval document mentioned move. The submitted documentation was reviewed by Manuel Perez,P.E. . . . . . . . . . . " NOA No. 15-0519.13 DECO •• • • • • • Expiration Date: April 11,2018 .. 7j��1��• ••• Approval Date: Judy 16 2015 r Pagel • •• •• • • • •• •• P t F PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A, DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM& SM", sheets 1 through 10 of 10, dated 08/08/12, with revision A dated 05/15/15, signed and sealed by Anthony Lynn Miller,.P.E. I 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 a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FSC-51h Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite0 PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. Manue erez,P.E. ••• • • •• • Product Cont of xaminer • •• NOA No. 5-0519.13 .. .: ... . . . . . . . . . . • .• ... . . Expiration Date: April 11,2018 . . �+ - Approval Date: July 162015 0:9 .• .- • • 0:0 •1 . . . . . . . . . . r 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-516 Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09, issued to PGT Industries for their Series"CA- 740" Outswing Aluminum Casement Window- L.M.I."approved on 04/11/13 and expiring on 04/11/18. . . . .. . . %: . .. . . . . . .. ... .. . . . .. .. Manuel ez,P.E. • Product Coutr xami ... ner • • •• • NOA No. 5-0519.13 .. . . . . . . . . . . •• •• ••• ••• ••• Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 . . . . . . . . . . 0 00 00 ... . . . ..r . • II I r 5118'LAMINATED 7/18'LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK GLASS STACK CASEMENT WINDOW DESIGN PRESSURE RATING IMPACT RATING QW BDTAGTE PV9 �p aV KURARAV .AME SG.INC.KURARAY VARIES, RATED FOR LARGE&SMALL 116•ANNEALED 3178'ANNEALED OR —AMERICA,I SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE GLASS AMENCA,INC. NEATSTRENGT1rENED 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE GLASS • 7I18'ANNEALED OR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH IIB'ANNEALED HEATSTRENGIHEIIED VELOCITY HURRICANE ZONE(HVHZ). 37"WIDTH EXTERIOR 39 GLASS E%rEwOR 3s GLASS 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WINO-BORNE DEBRIS 25.476"MAX.O.C.IF WLOTH IS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ THE UNDER 33.476"(HEAD&SILL O. 11116"GLASS BITE36 11/16"GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. 4"MAX. 3 3 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE r--�_-B.SEE SHEET 2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR 50O EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS 32 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET4. I GLASS TYPE 1 GLASS TYPES 2&3 4)ALL WOOD BUCKS LESS THAN 1.1/2"THICK ARE TO BE CONSIDERED 1X % 1\ 17AX. INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 1 j MAX. 710'NOM. 7!6'NOM. DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR A 1 A,SEE OCM' GLASS STACK 5/16' GLASS STACK 7/16'LAMINATED GREATER.IX ANT BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY I \ SHEET 2 GLASS STACK LAMINATED GLASS STACK TRANSFER LOAD O ST:UCTURE.WOOD BUCK DESIGN AND INSTALLATION 118'ANNEALED GLASS 3176'ANNEALED OR • IS THE%ESPONSIW*TjjOF*TE ENGINEgR OR"HITECT OF RECORD. I \ pq HEAT-STRENGTHENED GLASS •••••• 6"MAX. 7[ICAIRSPA .OWVJTACITE WB 114'AIRSPACE • 5 ANCHOR EMBEDMENT TO POSE MATERIEL SHAL48E BEYOND WALL DRESSING I \ O.C. 118'ANNEALEDOR BY KUS�A�INC. 311VANNEAL.ED .0W SGBY KURARAY j GLASS AMERICA,INC. OR STUCCO.USE ANC11t1Ra*F SUFFICIENT EMBEDMENT AS SPECIFIED ON TEMPEREDGIASS ••1Tf f 3,SHEET 4.NARROW AINT SEAMNT IS USBD ON ALL FOUR CORNERS OF 69• \ 3g 118'ANNEALED 38 —3116+ANNEALED OR • E FRAME.INSTALLA ION ANCHORS SAQLft BE SEALED.OVERALL USE ANCHOR GLASS HEAT-STRENGTHENED GLASS T�'� II VISIBLE PAIR AT EACH EXTERIOR I 7- EXTERIOR •SEALINGIFLASHING S"{RATEGY FOR WATER RL%ls'&WCE OF INSTALLATION LIGHTI rt JAMB IF T ••�01♦IJE DONE BY 9THVR AND IS BEYO4LjTHF•SFOPE OF THESE HEIGHT HEIGHT IS 37 I 11718'GLASS SITE 37 11116"GLASS BITE INSTRUCTIONS. • • • • • (DLO) I 26'OR OVER ••••• • • •••••• 3 3 • 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS •I VLESH TO THE SUBSTRATE.USE SHII•S1DAWLE OF TRANSFERRING / 76" APPLIED LOADS.*OOD BUCKS,BY OTHERS,MUS18BE SUFFICIENTLY ANCHORED HEIGHT 31 32 50 31 32 50 •LO�IST LOADS IATPLJfEE ON THEM BY THE P ADOW. / • 7)DESIGN PRESSURE •••••• I / GLASS TYPES 4&5 GLASS TYPES 6&7 ••7161WA.TIVE DESIGW I"W BASED ON•Sj4j1WV1JCYCLE TEST PRESSURE, j 718'NOW •FRAME ANALYSIS"D C+ASg PER ASTM E1300. GLASS STACK ' L� 7/76'tAMINATED S.POSITIVE DESIGWOADS WASED ON WATrATOST PRESSURE,STRUCTURAL/ I —I {— Goss STACK •CYCLE TEST PRESSURE,FRAME ANALVSISAND GlASS PER ASTM El 300. 1 j 3EATSTRE ANNEALED GRED GLASS •••••• •••• • • 1 8)THE ANCHORAC,�i.MI.��•tQQf1s SHOWN HAVE BEEN DESIGNED TO RESIST THE 114•aIRSPACE .OBD^SG•eY KURARAY ERICA WINDLOAOS CORRESP�QING TO THE REQUIRED DESIGN PRESSURE.THE - B 3ns•TE LASS ERED AMy�ANNULED DR 33-1/3"H STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS T 14-112+MAX.O.C.IF WIDTH IS 38 HEAT-STRENGTHENED PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 4"MAX_ J 33.476'&OVER(HEAD&SILL) GLASS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER E%TERIOR DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLE BUILDING CODE FOR CORROSION RESISTANCE. OPENING(DLO) 37 11116"GLASS BITE 9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON TYP. ELEVATION OF 3 NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW /31 32- W PRODUCTREVISBD as complying with the Florida GLASS TYPES 8&9 Accepla lc-No 155'0511'13 TABLE 1: Binding Code Glass Types Sheet# `` 111 I LV /( Revised BY: Dote: Revision Dale ilution 1 5118'Lamf(1/8 An-.090'PVB-1/8 An) 5NOTES ........' By GENERAL ...._.......................1 :��:• GSNSE M "dc Ploduc(C611 2 7/16'Lami(3116 An-.090"80;-3/18 An) 8 ELEVATION.......................................1 ? 't Revised By Dole: Revision a: 3 7116"Lam!(3116 HS-.090*SG-3116 HS) 7 GLAZING DETAILS...........................i - = 56705 — 5TH EDITION(2014) LM 5/15/15 INSTALLATION.................................2 �t: (40.` _ FBC UPDATE 4 718"Lemi.IG(1/8'An-7/16"Air-158'An-.090'PVB-1/8'An) 5 — c Drown 9y: ASSEMBLY TUBE DETAILS.............3 — = g Description: 5 7/8`Laird.IG(1/8"T-7/18"Air-118`An-.090"PVB-118'An) e = C(, LU= GLAZING DETAILS J ROSOWSKI 6 718"Lam!.IG(3116"An-114"Air-3116"An-.090`SG-3/16"An) 9 ANcrIOR SPECIFICATIONS............4 1 d Lu` ANCHOR QUANTITIES.....................4 ''O•'. C 7 7/8"Lami.IG(3116"An-114"Air-3116"HS-.090"SG-3118'HS) 7 DESIGN PRESSURES......................5-9 :in-•'.• 5{ATE 1070 TECHNOLOGY DRIVE rue: note: 8 718"Lami.IG(3/16"T-114'Air-3116'An-.090"SG-3116"An) 9 ASSEMBLY DETAILSIBOM..............10 U.i FI�Of`��r" C1C��'- N.VENICE, FL 34275 529 CASEMENT WINDOW DETAILS-LM&SM 08/08!12 9 718"LamL IG(3116'T-114"Air-3/16"HS-.090"SG-3116"HS 7 CSS......-` ��.` P.O. BOX 1342 > r � �J+ONF11III� NOKOMIS, FL 34274 Series/Model: Scale: Sneel: Drawing No Rev: "PVB"=BUTACITE� BY KURARAY AMERICA,INC. A.L1P.E.H 0705 P.E. CERT. OF RUTH. X129296 CA-740 NTS 1 OF 10 MD-CA740-LM A "SG"=SENTRYGLAS" Y KURARAY AMERICA,INC. P.E.N 58705 INSTALLATION INSTALLATION OPTION 1 EDGE INSTALLATION - I -�—� EDGE DISTANCE OPTION 2 OPTION 4 INSTALLATION ANCHORS DISTANCE INSTALLATION ANCHORS I INTO 2X WOOD. CONCRETE/CMU D RECTLI YINTO METALHORS PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER(;-) EMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3,SHEET 4 ATTACHED TO 82- TYP.ANCHOR 174•MAX 15 18 FRAME SILL U 1p }} TYPE - SHIM ATTACHEDTO EMBEDMENT VENT SILL 89 13 #12 STEEL 5 1 AND EDGE 4 8 32 33 80 12 83 SMS,SEE TABLE DISTANCE PER SUBSTRATE, 20 -- 3,SHEET4. 22 23 SEE TABLE 3, O SH£ETa. 3 T 0 60 DADE APPROVED EDGE 18 84 MULLION,AM ALUMINUM, 35-37 n 8 DISTANCE 84 ,, ,� 38 39 STEEL FRING OR ♦ •• V 82 82 ATTACHED TO VENT SILL 81 i,STEEL STUD. EDTO Q 35-37 ♦ ♦ •• •FRAME JAtf[ 13 EMBEDMENT - 1 24 � _ VISIBLE LIGHT WIDTH(DLO) 3 5 •♦••: ♦ • 83 70 FOR SNUBBER REQUIREMENTS, 8 EXTERIOR EXTERIOR ♦•o7 �ED TO r SEE TABLE 4,SHEET 4. •♦ •• • VENT JAMB . OPTIONAL ADDON WINDOW WIDTH • ) ♦ 12 FLANGE 0 HEAD, • . • SILL&JAMBS HORIZONTAL SECTION A-A 0:09♦ ♦♦ ♦♦ 61 •• }} SEE DETAIL _ EGRESS FORMULAS: WINDOW 1 WIDTH,WASH HINGE:WINDOW WIDTH-13-1/2 • • • • • JAMB A1,BELOW ♦♦♦•♦HEIGHT • • � • NOTES: NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-112 • • 14 10 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 •♦••• VISIaL ♦• • WARE ANCHORS LISTED ON TABLE 3,SHEET 4. / COMBINATION UNITS, �' • • • FOLLOW EMBEDMENT AND EDGE / / ADDITIONAL INSTALLATION VISIBLE LIGHTFORMULAS: • • Elll •• ••• BUCK DISTANCE LIMITS.ANY INSTALLATION / / 10'MAX ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 •••••• OPTION SHOWN MAY BE USED ON ANY 1a / INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 HEIGHT ♦ ♦ • •••• SIDE OF THE WINDOW. WINDOW FRAMES AT 10'MAX. ••♦••• 0•♦• ♦••• • ATTACHED \ f"- - / FROM EACH SIDE OF THE FRAME 2)ALL WOOD BUCKS LESS THAN 1-112' / ASSEMBLY TUBE CENTERLINE. •• • •• • • r• JAMB AME THICK ARE TO BE CONSIDERED 1X i \/ SEE TABLE BELOW. • ATTACHED 40 f. •Q INSTALLATIONS.I X WOOD BUCKS ARE •••••• 11,410411%FRAME JAMEP •Q 89 OPTIONAL.UNIT MAY BE INSTALLED I • DIRECTLY TO SUBSTRATE.WOOD BUCKS -+-I 4+— 10'MAX. I Additional Anchors Required on each ••• L---►�SEE DETAIL A2,BELOW Side of the Frame Assembly Tube(FAT) DEPICTED AS 2X ARE 1-112'THICK OR ATTACHED T 8 GREATER.IX AND 2X BUCKS(MEN USED) 1- Window Anctwc P. VENTJ AMB SHALL BE DESIGNED TO PROPERLY LL Width A B,C&D TRANSFER LOADS TO THE STRUCTURE. IaL s 17 .22.9' 0 0 82 WOOD BUCK DESIGN AND INSTALLATION .9 23'-259' 0 18 39 83 ISTHE RESPONSIBILITY OF THE ENGINEER > �y i 1OR ARCHITECT OF RECORD.MAXIMUM Widow Anchor TYPe 17 SHIM THICKNESS TO BE 1/4'. Helpht A B,C&D 20 15 16082 DETAIL 23'-25.9 0 1 PRODUCT REVISED 21 Al A2 2" 1 1 u complying with the Floridh Bmptance geode 15-051Q•13 8 AceceptNo 80 B iration Date �Q)8 1 19 84 O 1X WOOD 1�1 1, Revised By. Dole: Revision e: BUCKSTRIP, YNN 1,91 i,� By SEE NOTE 2, -"•�/F �� t Mimi tide PtoducT d •�, iCENS�c Q THIS SHEET. TT �- Revised By: Dote: Revision A: 1/4'MAX SHIM _ NO-58705 )Y '= r LM 5/15/15 NO CHANGE THIS SHEET ' �- -• —� _ �. _ ___—JI ® Descr�ptron: Drawn 8Y: CONCRETE EMBEDMENT =O. /��t5 /, CROSS SECTIONS&INSTALLATION J ROSOWSKI PER ANCHOR - ` 7- S1070 TECHNOLOGY DRIVE Title: Dole: REQUIREMENT. _ ' ' T F _ CASEMENT WINDOW DETAILS-LM&SM 08/08/12 �. LOR10?••', N.P.O.I BOX F 1529275 INSTALLATION OPTION 3 , S�ONLIL�r ` NOKOMIS. FL 34274 Ser e5/Model: Scale: S eef: Drawing No. Rev: I NSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B �i t�� 1X BUCKSTRIP INTO MASONRY. A L4P.E.#58L 05 RE CFRI. OF AUT"- x/29296 CA-740 NTS 2 OF 10 MD-CA740-LM A CASEMENT(X) CASEMENT/CASEMENT(M) AWNING/CASEMENT/FIXED CASEMENT XXO PRODUCT REVISED as cwnPlyine with the Florida 11'i1d cc --..{ }+--- 10",SEE NOTE 7,THIS SHEET -- Acocptmwe No FIGURE 1: .-{- FIGURE 2: 740 SERIES/� Expiption Daft AWNING /Q By /C C \ l //l Q �WINDOW Mimi ade ucf K 1 / ►D FRAME -.-o WINDOW / / / ASSEMBLY HEIGHT �IW TUBE FRAME ASSEMBLY TUBE NOTES: 'Q \ \ / 10 SEE NOTE 7, ►D LLJ THIS SHEETDIMENSIONS SHOWN ARE W TI 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH = -CASEMENT INDIVIDUAL WINDOW.FOR SIZES NOT U 0 WINDOW W / SHOWN,ROUND UP TO THE NEXT U) 1 WINDOW I _ ' I ' / / AVAILABLE WIDTH OR HEIGHT WIDTH "- DIMENSION SHOWN ON THE TABLES. 740 740CD ►E SERIES FRAME SERIES _ FRAME 2)ANY 740-SERIES PRODUCT W • •• CASEMENT ASSEMBLY CASEMENT Q o WINDOW TUBE WINDOW ASSEMBLY_____ (CASEMENT,AWNING OR FIXED Z (� o • • • •• / ►E TUBE CASEMENT)MAY BE ATTACHED TO Q J J g •••••• • • w / THE FRAME ASSEMBLY TUBE.FOR = Q t O • tllS4EPlE1 . 740 SERIES ALL WINDOWS,USE THE WINDOWSFIXED WINDOW NOA FOR ANCHORAGE,SIZE ANDWDESIGN PRESSURE LIMITATIONS. h O Q •••••• W Ljj'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THEW•• •• INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO NINDIVIDUALLY COMPLY WITH THE tor• :41041:041 • REQUIREMENTS OF THEIR 2z } O••tl1Al .RroR •••••• • • WINDOW / / RESPECTIVE HOA. r O J o Z ••••• •••� •••• u .°..'CO m z • • •••••• •••••• \ / 740 SERIES 740 SERIES 4)FRAME ASSEMBLY TUBE TO BE oo O W Z •••••• AWNING CASEMENT FASTENED TO WINDOW,AS SHOW IN _ »i • • • •••••• WINDOW DETAILS,WITH MIN.#12 X 1"SHEET Y W O FOR SINGLE UNITS: • WINDOW' METAL SCREWS.USE THE SAME fn •••••• **so ••s••• MIN.#12 X 1"SMS -. SPACING AND QUANTITY AS THE W Q W _n •I)DETERMINE YOUR WINPOWiSIZE OPPOSITE FRAME MEMBER. v ANO GLASS. •• • • •• THROUGH FRAME J_ O .-`o_2 W Q • • • • INSTALLATION HOLES FRAME ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY m m Q N{) ••2i nw ANG YOUR Al��i8f�t�l'YPE • • ASSEMBLY TUBE NOT EXCEED 62•IN LENGTH(AS USED y o AND SUBSTRATE, F N't 11' TUBE ; a LL YOUR ANCHOR GROUP Rdwt MIN.#12 X INA 63"FLANGED WINDOW)OR BE > J MIN.#12 X USED IN TEE OR CROSS U TABLE 3,SHEET 4. 1"SMS T SMS CONFIGURATIONS. THROUGH 740 SERIES THROUGH 3)FROM SHEETS 5-9,FIND THE INSTALLATION wu9D0Yy T HOLES INSTALCATION ) ® a w r 6 THE FRAME ASSEMBLY TUBE IS SHEET FOR YOUR GLASS TYPE. HOLES NOT REQUIRED TO BE CLIPPED TO a n v a FIND THE PRODUCTS DESIGN 140 SERIES FRAME 740 SERIES THE SUBSTRATE.ALL EXTERIOR o J PRESSURE FROM THE TABLE CASEMENT EXTERIOR CASEMENT JOINTS TO BE SEALED BY INSTALLER, o _ ASSEMBLY LABELED"DESIGN PRESSURE WINDOW TUBE 740 SERIES a (� WINDOW x� t6 (PSF)FOR SINGLE WINOOWS,ALL V EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, w z o 0 0 ANCHOR GROUPS". CASEMENT ADDITIONAL INSTALLATION ANCHORS r o:Y 4)DIMENSIONS SHOWN ARE HORIZONTAL SECTION C-C a a WINDOW` MAY NEED TO BE INSTALLED o Z w THROUGH THE WINDOW FRAMES AT o z TIP-TO-TIP.FOR SIZES NOT 10"MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E_E FRAME ASSEMBLY TUBE I AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: 0 i� l(NN DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 8 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Additional Anehma ReAuinxf on each TABLES. Side of the Freme Asmi!Ay Tube(FAT) \� ',��.•''��CENSS F"Q 5)USING THE TABLE LABELED 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. f Window Anchor Type 'WINDOW ANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE" OR DESIGN LL_ Wdfh A18,0&D _ N..50705 (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS C tT•22.9' 0 1 .-, THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. > 23'-25.8' 0 1 rj�,' _ NEEDED 1N THE HEAD.SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT D6MENSION SHOWN ON THE TABLES. --7 JAMBS OF YOUR WINDOW. 26'+ 7 1 -��'•, ! `L I- Window Anchor Type '(`.`•'. S ATL 4)USING THE TABLE LABELED"WINDOWANCHORS REQUIRED"(TABLE 2.SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF u Halpht q 8,C 8 D .F(OR10l.•\Cj�. 6 INSTALL AS PER THE YOUR WINDOW. 1T-22.9' It 0 INSTRUCTIONS ON SHEET 2. 'i, C)1`i Al 28'-25.9" 0 t /1 i'` 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY 8E REQUIRED(SEE A,LvNN�t�ILL�IIC,�P.E. SHEET 2),AND THAT MIN.#12 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). _ 26'' t t P.E.a 5e7o5 TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations FRODUCTRE•VISED Window Width On) Glass 7 m complying with the Florida under 23' 25-15!16' 27-314• 30" 33-1117 35" 37' Type: Building CodNo e yin 6 Anchor Group Anchor Group Anchor Group Antler Getup Anchor Oaotrp AnehorGmup Anchor Gmup PVB SG AcpimtiioneDale A B C&D A B C&D A B C&D A 8 C&D A B C&D A 8 CAO A B C&D (Types1,4&5) (Types 2,386-9) Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12"mak.from II under 23' Head/Bill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 63'and None Mian ode Product 2 less Required e8 max OC. 2575118' 'lamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 gLj Hesd1SM 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 12'max.from 12"max.bom Q Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 over 63" each end&30' each end 8 30" CO Heed/8a 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. LU Jamb 4 4 4 4 6 4 4 6 4 4 e 4 4 6 4 4 6 4 8 8 4 48' "PVB"=BUTACITE� BY KURARAY AMERICA.INC. U O € Heed/Sa 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 9 c� "SG'=SENTRYGLAS Y KURARAY AMERICA,INC. Jamb 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 6 8 4 6 6 4 = 50 8• Head/Sa 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 h T Jamb 8 8 4 6 8 4 8 8 4 6 8 4 6 6 4 8 8 4 6 6 q1)USE THIS TABLE FORltl 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 All WINDOWS PER THE ELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS: o'�6 6 6 6 8 8 6 8 6 8 8 8 8 8 8 8 0 6 8 8 8DIMENSIONS SHOWN ARE _2a 2 2• 2• 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP. f +1 LLI 8 86 8 8 8 8 10 810 8 6 10 6 8 10 8 IX'1 fX,, 1X1 X1, O X d U2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT j I 1 ;l,,,j••• • •6 8 a• 8 a8 6 8 /0 6 8 10 8 8 10 6 8 10 6 8 10 8 SHOWN,ROUND UP TO % o Q J Ll IA 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 THE NEM AVAILABLE •• = Z 0 WIDTH OR HEIGHTiX\ UQ W 8 8 6 6 10 8 8 10 8 8 10 8 8 10 8 DIMENSION SHOWN ON•� 2 2 02 02 2 2 2 2 2 3 2 2 3 2 THE TABLE. )x1, O O to N d 00 O o F ••••• • • •••••• fix•, o o Z Q �Z ••••• •••• •••• dao Q TABLE 3: • • • • i' i?, `- $ o'O W Z • •• • • SIA. Min. Anchor %X'1 O /X'1 X i X i d •••• • Min. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7116"ANNEALED SG tAMI.GLASS, •Getup • Anchor • Substrate•• O.C. Plate Y Embedment 1/4"MASONRY ANCHORS INTO CONCRETE,+70/-60 PSF DP REQUIRED,NO ANCHOR PLATE lAslance Diafance Required? UJ i-'" • 4'steel UI r Hollow Blo 6• 1-114" qNo LU 1 JU O • CASEMENT ANCHORS: _ v • •• S.Plro 1' .050" No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. O� O O� O J w " • Lu A #14,steel SMS(G5) 6063-T5 Alu 8` 5/8' .050' No O n V U •••• 14,410 SS• • A38 Steel • 3/8b 516" .050" No 8)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE PJ•y4 N0--4 1 fp e o „Z • A�3 Stud,Gr.33 3/8' 518' .03S,20 Go. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. F �(0� F 0 > J o Q U S.Piro 518' 1" 13/8` No J0� J0b z o 1312,steel SMS(GS) 6063-TS Alum. 378' S/8" .050` No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. P t P B or#12,410 SS SMS A36 Steel 316' 5/8" .050" No > A653 Stud,Gr.33 318' 516" .035",20 Ga. NO D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ® o N n m 2.85k Concrete 2-112" 4" 13/8' No 10` 10" In 1/4' steel Ultracon 2.B5k Concrete 1" 4" 13/4" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. Hollow Block 2-1/2' S' 1-1i4' NO 4" o F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY .I z w p C S.Pine 518" 1' 13/8" Yes 4" -�-{4" —1 4" vi TUBE SIDE OF THE AWNING(HEAD&SILL). #12,steel SMS(G5) 6063-T5 Alum. 3/8" 518' .0713" Yes Q - w 2 o a a or#12,410 SS SMS A36 Steel 3/8• 518" .050' Yea A653 Stud,Gr.33 3/8" 518" .045',18 Ge. Yes F>a Y � o � S.Pine 518" 1' 1318" Yea z z #14,steel SMS(G5) 6063-75 Alum. 318' S/8" .0713" Yes FIXED CASEMENT ANCHORS(SEE ALLOW ATE POA 1: / Q A)FROM TABLE 9,ANCHORS C&D ALLOW A OP OF+70%83-1. or#14,410 SS SMS A36 Steel 3(8' 5/8" .050' Yes 10.6" A653 Stud,Gr.33 318" 518" .046-,18 Ga. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND 13.25" `��11 Uy1Y LYNN d9 2.8.5k Concrete 1" 4' 13/4" Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. / �a1�.•J..... .i(((, 114'steel Ullracon 2.85k Concrete 2-112' 4' 13/8• Yes 61" /� D Hollow Block 2-1f2' S• 1.114' Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. Filled Block 2-1/2' 4" =4114" No \ _ No.513705 1/4'410 SS 3.35k Concrete 1' S' D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. _CreteFlex Hollow Slock 2-112" 5" ODISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1j -Sk Cot1-114' S" A •�_11 FBled Block 2-1/2" 5' F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4- _----- 4 ;(O --."2 uFiIOP.• ��\� ASSEMBLYTUSE SIDE OF THE FIXED CASEMENT(HEAD&SILL). NOTES: �...— 25" 2U'+ 20" S/ONA1 �..� 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. - -- 4g" +� A.+�4NWtdLLER�P.E. 2)ANCHORS MAYBE HEXHEAD,PANHEAD OR FLATHEAD. r-E.458ro5 FOR GLASS TYPES: TABLE 5: PRODUCTREVISED a Desl9nPreseure07s0brSinpleWlrtdowe,AllAn�horGroups 1)5/16"LAMI(1/8AN-.090"PVB-1/8AN) nsrnmplyingwiththeFlorida 4)7/8"LAM,.IG:(1/8"AN 7/16"AIR-118"AN-.090"PVB-118"AN) 13ufI41ngCoea 45'05►°1.1� Window Width AAJcoiretion Date under 23' 25-75116• 27.3!4' 30" 33-1/2" 35' - 3T -PVB"=BUTACiTEOPVB BY KURARAY AMERICA,INC. under 23' +701-90 +70/-90 +70/-90 +701-90 +701-90 +701•®0 +701.00 BY trot 'y Product 25-15116' +701-90 +701.90 +70!-90 +70/-90 .701-90 +701.90 +701-90 38318" +701.90 +70/-90 +701.90 +701-90 +701.90 +701-90 +70/-80 WINDOW {A 48' +701.90 +70190 4701.90 +701.90 +70/-00 +70%90 +701-91 HEIGHT i 504!8' +701-90 +701.90 +70!-90 +701-90 +701-90 +701.90 +701.89.2 W Q 60" +701.90 +701-90 +701-90 +701-08.5 +701-80.6 +701-77.7 +701-74.3 WINDOW LLI _ 63" +701.00 +70190 +701-0 +701-84.3 +70178.5 +701-73.7 +70170.1 WIDTH J [12.* +70/-90 +701.87.2 +701-77.7 +601-71.5 +801-82.4 +801-80.9 +1-59.3 OSEE SHEETS 1&4 FOR �' +701-90 +701.84.6 +701-75.7 +157.3 +1-58.9 +1-57.2 +/-55.8 SEESHEWINDOW ANCHOR 2 W +70190 +70/50.4 +701-71.3 +BW52.1 -1-54.2 LOCATIONS AND QUANTITIES. F �' � Z Q U W a� O • • • Z Z o • • • ••• • • •• Q r O •TA� ••• a V J 0 • c• • •:•••: • • Design Pressure(psi)for Windows Attached to a Vertical Frame Assembly Tube co O J LL •• Window Widh rc Z W W N to O �w�1II s,��1I�,111I under 23' 25-15/16" 27314' 30" 33.112" 35" 3T a, o • '�" chs Gr Anchor Group Anchor Group Anchor Gray Anchor Group Anchor Group Anchor Group U) •••• A • B •a• ••D A B C&D 8 A,C&D B AC&D A B C&D B AC&D B A,C&D � 00 W O vH • r A'4 +701- 701.90 +7 - -701-90 +701-90 +701.90 +701-90 +701-90 +701-90 .701-90 +701-90 +701.90 +701-90 +701.9D +701-90 +701-90 +70'•90 +701-90 Z +7i-90 +7.1.90 +101-90 liv-90 +701-90 +70'.90 +701-90 +701-90 +70190 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +7tY-90 +701-90 g OLf) 00 ZW-71.6 +7 - +701-90 +70/51 +70,-90 +701-90 +701-90 +701.90 +701-90 +701.90 +701-90 +701.90 +701-90 +701-90 +701.90 +701-90 +701-90 W • +701-73.1 +1-57.3 +iOreY •1701-90 +/-64.6 +70'-90 +701-90 +701-90 +717-90 +701.87.8 +701-90 +70190 +701-78.6 +701-90 +701-90 +70190 +701-88.9 +701-90+1.693 +1-54.3 r 01.98 +701-90 +1.61.4 +7d-9D +701-90 +70180 +70-90 +70153.2 +701-9D +701-90 -701.74.6 +701.90 +701-89.2 +701-90 +701-84.3 +701-89.2 1 > Q. Z O +lf8.5 +11158 +701-847 *701-90 .651.8 +701.81.2 -701.90 +701-75.9 +70'•90 +701-70.2 +701-88.5 +70150.3 +7-829 +701-80.6 +701-75.2 +701-77.7 +701.71.2 .701-743 J QZ �+1-55VI 36 +781-80. 0+701.89.5 +1-49-3 +701.77.3 +701-90 +701-72.3 +701-90 +1.88.9 +70184.3 +701-76.5 +1-59.9 +701.75.5 +701-71.8 +701-73.7 +7.87.8 +701 70.1 in J �(n `o_� W �Q •••••• ••w• • • E m O .�/A (/) SO • • 3 �W uQ •••• FRAME J o 10'MAX. ---�I ASSEMBLY TUBE TABLE 7: T w Design Pressure(Pel)for Windows Attached to a Hodzontal Frame Assembly TubaWINDOW ® o v rn N N Window Width HEIGHT T urMer2Y 25.15/16• 27.3/4' 30' 33-112• 35" 3T WINDOW FRAME o4f x HHEIGHT ASSEMBLY L z L,m a Anchor Anchor Anchor Anchof TUBE ADDITIONAL Group Group Group Group Anchor Group Arotar Group Anchor GrarpIt WINDOW z �'I ANCHOR o 'o All All All All B A,C&D A B C&D A B C80 lTMAX. WIDTH (4).IF REQ, o�ao - under 23" -701-90 +70/90 +701.90 +70/90 -70152.1 +70190 +701.90 +701-78.5 +701-90 +70/90 +701-74.3 +701-W SEE SHEETS 1&4 FOR WINDOW ANCHOR o z z u ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 25-15118' +701.90 +701-90 +70,90 +701-90 +701.90 +70190 +701-88.8 +701-90 +70190 +701$4 +70160 +70190 ANCHOR 3 FOR ANY ADDITIONAL ANCHORS ()"'.Q. 38318' +70160 +701.90 +70160 +701.90 *701.90 +70/60 +70160 -70190 +70160 +70190 +70190 +70160REQUIRED FOR THE FRAME ASSEMBLY �\\ NY LYNN 3: 48" +70/90 +70160 +70190 +70190 +70160 +70190 +70160 1.70f-77.7 90 +70/-90 +70190 +70/90 +701-90 WINDOW TUBE. \� .��.v i 505r8' +70190 +70/.90 +70190 +70/90 -70190 +70190 +70190 /60 +70/90 +70/59.2 +70158.2 +70159.2 WIDTH QCT,.-' \CENg�,•,�F`��i 60' +70/90 +701.90 +70160 +70156.5 +70150.8 +70150.6 +701-77.7 +701.77.7 +701-74.3 +701-74.3 +701-74.3SEE SHEETS 1&4 FOR WINDOW ANCHOR No.50705 63' +70190 +701.90 +70190 +70154.3 +701-76.5 +701.76.5 +701-737 73.7 +701.73.7 +70/-70.1 +701-70.1 +701.70.1 LOCATIONS AND QUANTITIES.SEE SHEET 72' +70160 +70157.2 +701-77.7 +701-71.5 +60152.4 -80152.4 -80150.9 50.9 +60150.9 +/59.3 +/59.3 +159.3 3 FOR ANY ADDITIONAL ANCHORSREQUIRED FOR THE FRAME ASSEMBLY7(' -701-90 +7454.6 +701.75.7 4!57.3 +148.9 +156.9 x/57.2 7.2 +/-57.2 +/55.6 +/-55.8 +IS5.6 TUBE. .� ' 7 /O 84" r7W-90 +70150.4 +7W71.3 +6W52.1 +1•54.2 +/54.2 L1j.� NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#M705 FOR GLASS TYPES: TABLE 8: LAM/{3/16 AN-.090"SG-3/16 AN) PRODpCPREVISED a Design Pressure(psq for Single Windows,All Anchor Groupe B c.ildi lying wish the Florida 17vilding Codc Window Width 'SG•=SENTRYGLA BYKURARAYAMERICA.INC. Ac I.,caNO�r7-OrJR-�aJ under 23• 25-15118' 27.3r4• 30' 33-112' 30" 37' T- Hy I tion Dale YzQ�$ Under 23" +9x-130 +90/43D +9(-130 +901.130 +90/-130 +90/-130 +90/-130 Mi WINDOW Mi i able ProducC t26--15116' +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 HEIGHT 8318' +90/-130 +901-130 +90/-130 +80/-130 +901-130 +90/-130 +90/-130 48" +90/-130 +90/-130 +�-130 +90/-130 +901-130 +90/-130 +90/-13005/8' +90/-130 +90/-130 +90/-130 +90%130 +901 +90/-130 +901-130 WINDOW W z 60" +9x-130 +9x430 +90/-130 +90/-130 +90/-130 +90/-130 +90/.130 WIDTH W 63" +901-130 +90/-130 +901-130 +90/-130 +00-130 +90/-130 +901-129.8 SEE SHEETS 1&4 FOR WINDOW ANCHOR V 72' +g0/-130 +90/.130 +907 130 +901.130 +90/-129.1 +90/-122.5 +90/-113.8 0 LOCATIONS AND QUANTITIES. U) 76' +90/-130 +9x-130 +90/-130 +90/-130 +90/-124.1 +901.116.7 +90/-107.8 = W h a 84' +9p/-130 +90/-130 +90/-130 +9x•130 +90/-116.4 I- � 2 U W � (J Q Z o� TABLE 9: ¢ U � LL Design Pressure(psi)for Windows Allached to a Vertical Frame Assembly Tube - O Vr J- 0 m . • • Window,widh Z W W v CD Ill fl 000 • under W •• 25-1&16" 27.314' 30' 33112' 35' 37" 0- 0 y • • Anchor Gr • Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group N U •.I••••B C D A B C&D B A,C&D A B C&D A B C&D B A,C&D A B C&D LO 0000 Wof 0 vH er 23" -707-90 +a-90 70/ r7a-9D +701-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +70/.90 +701-90 +70/.90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-9D +7x-90 - «0 -a Z r 2&15118' •701-90 +70/ 106.90 •7414 •"70/-9070/-90 +701.90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70190 +70/-90 +701 +70/-90 +701-90 +70/-90 +701-90 +701.90 +701-900 a O • -318" + 90 +70/-71.6 +7 - +70/-90 +701-81 +701-90 +701-90 +7x-90 +70/-90 +70/-90 +70/-90 +701.90 +70/-90 +701.90 +70-90 +701-90 +7x-90 +70/-90 +70/-90 +701-90 W • Y 48" +7x-7at1 •151.3 •70/-980/ +70/-9D +1-64.8 .70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-67.8 +701-90 +70/-90 +10/-90 +70/-90 +70/-90 +701.90 +70/.90 +70/-88.9 +701-90 • �D 6101 89.3 +154 3 +70/-90 +1-81.4 +70/-90 +70/-90 +70/-90 +70/.90 +70/-90 +701.83.2 +70/-90 +70/.90 +70/-90 +70/-90 +70/-89.2 +70/-90 +701-90 +70/-84.3 +7x•90 j a- Z O v • ••60' +lSB45••+1-45.8 +7QI•i4J +70/-90 +1.51.8 +70/-81.2 +701-90 +70/-75.9 +70/-90 .70/-99.6 +70/-70.2 +701-90 +70/-80.3 +701-78.6 +70/-90 +701-75.2 +70/-90 +70/-90 +70/-71.2 +701-90 W 0 Z _t` 63" 4-55.7 01.43.8 67TE 70/.89.5 +1-49.3 +70/-77.3 +701-90 +70/-72.3 +70/-90 +70/.85.3 +1-68.9 +70/.90 +707.76.5 *701-74.9 +70/-90 +701-71.8 +701-90 +701-86.5 +/-87.8 r7x-90 m J_ N o U o Q ••••• v m O0/(1) • • •••••• oR' �W �Q r • FRAME p^ J o` 0 0 ••••• •••• •••••• __ ASSEMBLY •TABLE 10: • • • 10"MAX. -� TUBE v N • • • DIMPressure(perp for Windows Attached to a Horizontal Frame AssemblyTube � - ® • •� •••• • Window Width WINDOW W14DOW FRAME HEIGHT o4^ under 23" 257511E 27314" 1 30" 33-112' 35" 37" HEIGHT ASSEMBLY p w x r O Anther Anchor Anchor Anchor Antler Anchor Group Grap Group Group Group Group Anchor Group Anchor Group _ WINDOW ADDITIONAL w 2 o m 0 All All A11 All B 101MAX. WIDTH ANCHOR >a Y A,C&D A B C&Q A B C8D (4),IF REQ, 0/Z z under 23° +70.90 +70/-90 r7a-90 +70/-90 +70/.821 +70/-90 +70/.90 +70/-78.5 +7x-90 +70/-90 +701-74.3 +70/-90 ADDITIONAL ANCHOR SEE SHEETS 1&4 FOR WINDOW ANCHOR 2575!18" +la•90 +70/-90 +70/-90 +7x-90 +70/-90 +70/-90 +70/-88.8 +7x90 +70/-90 +701.84 +70/-90 +70/90 (4),IF REO. LOCATIONS AND QUANTITIES.SEE SHEET 38-310" +70/-90 +7a•9O +701-90 +70/.90 +701.90 +701.90 +701.90 +701-90 +70/-90 +70/-90 +70/-90 +70/.90 3 FOR ANY ADDITIONAL ANCHORS 48" +70/-90 +701-90 +70/-90 +701-90 +7x•90 +70/-90 +701.90 +701-90 +7x-90 +701-90 +70/-90 +701-90 I WINDOW 1 RTUBE.IRED FOR THE FRAME ASSEMBLY \\��Ca.�LY idtJ/j11��Ci� / s 50.5/0" +70/90 +7x-90 +701-90 +70/-W +70/-90 +70/-90 +70/-90 +701-90 .701.90 +701.90 +701-90 +70-90 ~i t~ j .- \GGNSC '. P W +70/90 +701-90 +70/.90 +70/-90 +10/-90 +70/-90 +70/-90 +701-90 +701.90 +701-90 +70190 +70/-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR 63" +70.90 +70/-90 +701-90 +7x-90 *701-90 +70/-90 +701 90 +70/•90 +70/.90 +701.90 +70/-90 +70/-90 LOCATIONS AND QUANTITIES.SEE SHEET `1,r: No 58705 3 FOR ANY ADDITIONAL ANCHORS - 72" +70/-90 r7a-9D +70/-90 +70/-90 +7x.90 +70/-90 +70/.90 +70/-90 +70/-90 +70/90 *70/-90 *70/-90 REQUIRED FOR THE FRAME ASSEMBLY 78' +70/-90 +70/-90 +701-90 +701 +701-90 +7x•90 *70/-90 +701-90 +701-90 +70190 +701-90 +70/-90 TUBE. �- 84' .70/-90 +7x.90 ala-90 +70/-90 +70190 +70/.90 �.-. 87 fET�:•au NSEES SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. /�r'A.wryH 411 E)P.E.\ 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.w 58705 FOR GLASS TYPES: TABLE 11: a Design Pressure(par)for Single Windows,All Anchor Groups 3)7/16"LAMI(3116 HS-.099'SG-3/16 HS) PRODUCTREVISED as cromplying with the Florida 7)7/8"LAMI.IG:(3/16"AN-114"AIR-3/16"HS-.090"SG-3/16"HS) IhtildingCodc 15_ 1,iq j3 Window Wrote 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"HS-.090"SG-3/16"HS) 8xptlt ion under23* 25-15118" 27-3/4' 30' 33-112' 35' 3T Dae '141 7 S under 23' +g0/-130 +94-130 +901-130 +g0/-130 +901-130 +901-130 +90/-130 'SG'-SENTRYGLA Y KURARAY AMERICA,INC. 82' 25-15118' +901.130 +9p/-130 +901-130 +901-130 +901-130 +94-130 +90/-130 M' ads raductCwtrd 311.3-511' +90(.130 +901-130 +901-130 +90/.130 +901-130 +90/-130 +901-130 48" +901-130 +94-130 +94-130 +94-130 +901-130 +901-130 +94-130 .. 60-5111' +90/-130 +901-130 +901-130 +901-130 +901-130 -94-130 +90/-130 rc Q 60' +901-130 -90/-130 0194-130 +94-130 +901-130 +94-130 +94-130 WINDOW W 63' +114-130 +94-130 +901-130 +901-1311 +gp1-130 +114-130 r9pV-130 HEIGHT = 7 +94-130 +901.1311 +90/-130 +94-130 +94-130 +94-130 +84-130 p 76' +114-130 +90/-130 +90/•130 +114-130 -5110/-130 +901-1311 +a4-130 -4+ -130 = W r 84' +114-130 +(14.130 +901-1311 +114-130 +94-130 WIDTH SEE SHEETS 1&4 FOR 111 a V WINDOW ANCHOR LOCATIONS AND QUANTITIES. Z Z_ o Q rO TABLE 12: <U mDesign Pressure(psi)is Windows Attached to a Vertical frame Assembly Tube 0J LL ' )• I • Window Width W W O • • • }•M I on 2 • • 2&15116" 27-314" 30' 33112" 35" 3T" a • N0 Anchor Groin • AnchorCroup Anchor Group Anchor Group Anchor Group AnchorGroup Anchor Group N • 0 C D A 8 C&D 8 A,C&D A 8 C&D A 8 C&D B A,C&D A B C&Dtj W • under 23' +701-90 +701-9D 070/40 6701-90 +70/-90 +701.90 +70/-90 +701-90 r70b-90 +74.90 +70/-90 +70/-90 +7&-90 +70/.90 -7(-90 -701.90 +701-90 +70/-90 +701-90 +701-90 � o� � C �Z • a 2&15116' +70/- +74.90 - +70/-90 +7(11-90 +74.90 r7d-90 -570/-90 r7d-90 +Tor-90 +70/-90 +701-90 +70/-90 +70/-90 +7(-90 a7d-90 +70/-90 +701-90 -74.90 -570/-90 LO a O Z • •3 318' +ylr&00 r7d-71.6 +7W40 •74.90 +701.81 +74-9D +701-90 +70/-90 +7&-90 +701-90 +7&•90 +74.90 +701-90 +70/-90 +7(-90 +7&-90 +701.90 +701-9D +701-90 +701.90 _ W 48" -73.1 -57.3 - +701-90 +1-64.8 +74-90 +701.90 -701-90 +70/-90 +701-90 +74.87.8 +70/-90 +70/-90 +70190 +7&-90 +70/-9D +70/.90 +701-90 +7(•88.9 +70/-90 Y ar • 50-518" ++1-69.3 +1.54.3 +70/-90 +701.90 -b(11.4 +70/-90 +701-90 +74.90 +70'-90 +701-90 +701.83.2 +701-90 +70/90 +70190 +70/-90 +74.89.2 +74.90 +70/-90 r7d-84.3 +701-90 � j Q- Z 0 • •010• +I-SR.� •+1-45.8 +7(71.A P +701-90 +151.8 +7441.2 +70/.90 +7 1-75-9 +70/-90 +701-89.6 +701-70.2 +T&-90 -70/-80.3 +701.78.6 +701-90 +70/-75.2 +74.90 +70/-90 +70/-71.2 +701-90 W '� Z W _r 3" +-43.6 +7414.2 *70/-89.5 +1-49.3 +Td-77.3 +70/-90 -70/-72.3 -70190 +70/.85.3 -168.9 +70/-90 +74.76.5 +701-74.9 r70/.9D +701-71.8 r7d-9D -570/.8&5 -/-67.8 +70/-90 m`_J (� `o_ W Q ••••• sV • • •••••• $ m NW \ • o vQ ••••• •••• •••••• FRAME J o � • BLE 13: • • • 10"MAX, yl {._ ASSEMBLY •• I TUBE • 04.0 • T _.__.__. j ,O ••••• •••• Desgn Pressure(psO for-Windows Attached to a Horizontal Frame Assembly Tube T r" _. ® WINDOW v •••• Window Width >n a a WINDOWFRAME HEIGHT o under23" 25-15116' 27-5/4" 31' 33-t/2" 35" 37" ASSEMBLY l o� HEIGHT .J- Anchor Anchor Anchor Anchor Anchor Anchor AnchorGroup AnchorGrotp TUBE WINDOW� ADDITIONAL wW o0 0 Group Group Group Group Grote Group -�.{ ANCHOR All All All All B A,C&D A 8 C&D A 8 C B D 10" WIDTH (4),IF REQ. z o under23" +74-90 +7490 +70/-90 +7440 +70/-82.1 -70190 +74-90 +701-78.5 +701-90 +70/-90 +701.74-3 +70/.90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 25-15116' +74-90 +70/-90 +70/-90 +74-90 +7(V190 +7490 +70198.8 +701-90 -70/90 +74-84 +701-90 -7111-W ANCHOR LOCATIONS AND QUANTITIES,SEE SHEET 311-318" +74-90 -57490 +7490 *70/-90 +7(k.909(i +7490 +7490 +70/-90 +10/-90 +70/-90 +70/-90 +70/ (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS-90 ��t 0 48' -7490 +74.90 +701-90 +70`-90 +74-90 +74-90 +74-90 +70/-90 +70/-90 a7W90 +70/-90 +70/-90 I WINDOW I REQUIRED FOR THE FRAME ASSEMBLY ` ,(LYNN 2 50&/8" +74.90 +7d-90 +7490 +7440 +74-90 +74.90 •74-90 +70/-90 r7d-90 +74.90 +70/-90 +70/-90 WIDTH t^'- e,;• tiGENSF ..9 60" +70'-90 +7490 +70(90 -7&-90 +7490 +7490 +70(-90 -70/-90 +74-90 0170/-90 +74-90 -74-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR ,y`c c •'r LOCATIONS AND QUANTITIES.SEE SHEET ' No.58705 63" +7(y90 +74-90 +70/.90 *7490 *74-90 +74-90 *7&90 *70/-90 r7d•9D +74.90 +701-90 +74-90 3 FOR ANY ADDITIONAL ANCHORS 72' *70190 +74.90 +74-90 +7490 *7490 r7(Z +7490 +70/-90 +70190 +70/90 +701-90 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY ` - 78" +74-90 +70/-90 •7490 +7(90 +7&90 +70/.90 *7(-90 *10/-90 +70/-90 *70/-90 +10/-90 +70/-90 TUBE. 7 / 84" -7&190 +7&9D +701-90 +701-90 -74.90 +74-90 FL0R10? NOTES: ,iCS� 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. / /ONAV' Rrwi-W,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. M705 58705 FOR GLASS TYPES: TABLE 14: a 5)7/8"LAMI.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1l8"AN) PRODUCT0 es D49n Pressure(j)sq fur Single Witdows,AN Anehoi Groups m canplyinq witgwith h Utc Florida "PVB"=BUTACITE'�-VB BY KURARAY AMERICA,INC. 13uddrng Cod 5-O$ig.S 3 Window Width Acaepteoce �� under 23' 2515116• 27-314• 30" 33.1/2" 35• 37' Bxpneiion Ome under 23' +701-90 -701.90 +701-W +701-90 -70140 -701430 +701-90 6y 2515/16' +70-00 +701.90 r7a•90 +701.90 +701.90 +701-90 +701-90 Miam' ride Product 38316• +701-90 +?Gfao -7W-W +701-90 +701-90 -701-90 -70160 48' +70/.80 +701.90 +701-90 +701-90 +701.90 +70/-90 +70/-90 . 50-5/8' +701-90 +70/.90 +701-90 +70/-90 +70/9W +701-90 +701-90 W 80" +701.90 +70/.90 +701-90 +701-90 +70f•90 +701.88.6 +70(-94.6 WINDOW W 63• +701-90 +701.90 +701-90 +701-90 .701.87.2 01701.84 +701-79.9 HEIGHT 2 Cn o 72" +701.99 +70140 «101436.5 +701-01.5 +eaao +ea43s.a +601-07.6 76" +70.90 +701-90 -70188.3 +701-76.7 +60/67.2 +80185.2 +Ba-83.3 WINDOW Z L1j n 84" +701-90 +701.90 +701-01.3 +601-70 +60/81.6 WIDTH (n Z V SEE SHEETS 1&4 FOR LLI c 0 WINDOW ANCHOR Z a LOCATIONS AND QUANTITIES, Q TABLE 15: = r O Design Prosaure(ps0 for Windows Attached 10 a Vedical Frame Assembly Tube LL m • •• Window Wldth Z d' O • • • under23" 2575116' 273/4• 30' 331/2' 35' 37' LLI Ll.l CO • ••• Anchor G up• • Anchor Group Anchor Group AnchorGroup Anchor Group Anchor Group AnchorGroup N IL Q • A •8 'C • p q 8 C&D B MDAA B C&D A B C8D 8 A,CBD B A,G&0 \ �i (n • • ,Urger23' + 01-90 701-90 +701.90 +701-90 +70/-90 +7014M! -701430 701.80 +701-90 +70160 +701.90 +7d-90 -7x60 +701.90 ♦701430 «701-90 +701430 Ln O O Z • 2515118' +701-90 +70790 •701 M7a-90 +701-90 +701-90 +701-90 +701-90 701-90 +701-90 +701-90 +7x60 +701-90 +701-90 +701.80 +701-90 +701-90 +701-90 ..383/6" +701- +701-71.6 / 701-90 +701.81 +701-90 +707-9D +70l-90 701-90 +701-90 +701430 +701-90 -701-90 r7a-90 +701-00 r70l-90 +701.90 r70/-80 0S O N Z d••MW +V1J3.is•H57.3 +7p1J0 •1701-90 +/.84.8 +70/-90 r7a•80 +70/-W 70/.90 +701-87.8 -701-90 +701.90 +701-78.6 +M-90 +70/.90 +701-90 -701-09 +701-90w}i50-5/8' ?69.! 01-a4.3 0701 +701-90 +/.61.4 +70/40 +701-90 +70%90 701-80 +701.83.2 «701.90 -70/-90 +70/-74.6 +701.9D +701.89.2 +701.90 +701-04.3 +70160 �+{iB.S +1-45,8 +701-04.7 +70/-90 +l-51.8 +701.81.2 +70160 +701-75.901-89.6 +701-70.2 +701-90 +701-80.3 +/.62.9 +70160 «701-75.2 +701438.6 +701-71.2 +7a4I4.6 �' > 0- W• ••83" +l4,>6.i •+/-49.6 +7A•�7.p *7-8438.5 +/.49,3 +701-77.9 +70/4X1 +701-72.301.85.3 +186.9 +7460 «70/-76.5 +l-59.8 +701-07.2 +701-71.8 +7464 +/437.8 +701.79.9 J O Z c u r s J (J .20 Lv • •••• •••• FRAME m Q v�5 (n SV ••••• u ASSEMBLY • • so:***• 10'MAX. TUBE oe Q :_d o • ABLE 16: • • • w WINDOW ?n ••• •••• ••• De4n pressure(ps0 for Windows Attached to a Horizontal Frame Assembly Tube HEIGHT o �MNM N WIrldOW Width oder 23" 2515/16' 27.3!4" 30' 33.1/2- 35' 3P WINDOW FRAME I FVINOOW I ADDITIONAL HEIGHT ASSEMBLY '-y'{ WIOT}I i-� ANCHOR i rj m r j a Anchor Anchor Anchor Anchor TUBE 0:R Group Group Group Group Anchor Group Anchor Group Anchor Group (4),IF REQ. F 6 Y 0 0 All AY All All B A.C&D A B C&O A B C&O 10^ SEE SHEETS 1&4 FOR WINDOW ANCHOR _ n z o, LOCATIONS AND QUANTITIES.SEE SHEET o z under 23• +70f60 +701-90 +70160 +701.90 +701-02.1 -701-90 +70160 -701-78.5 +701430 +701-90 +701-74.3 +70/60 r 3 FOR ANY ADDITIONAL ANCHORS 1. 2515116" +701-90 +70/60 -701-90 +701.90 +701.90 +701-90 +701438.8 +701.90 +70150 +701-84 -70160 +70160 I ADDITIONAL ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 38-318• +701.90 -701.90 TW40 +70160 +701-90 +701-90 +7x-90 +701-90 +701.90 +70f60 +701430 +701-90 (4),IF REQ. TUBE. 01 -90 80 .90 +70 0 +7048 +701430 +7x4)0 -x-9 + 60 -701 701-90 I � .�..Y. rD -730 +70/- +70 +70/ 0 +70190 +70/-90 WINDOW 508' +7a-9D +701-90 GENS WIDTH 80' +70160 +701-90 +70160 +70/•90 -701.90 +70160 +701.88.8 ja +70148.6 +70/-04.6 +701.84.8 +701-04.8 63' +70190 +701-90 +70160 +701.90 0170/-97.2 +7aA7.2 +701434 +70164 +701-79.9 -701-79.9 +701-79.9 SEE SHEETS 1&4 FOR WINDOW ANCHOR _ (;a�alQS LOCATIONS AND QUANTITIES.SEE SHEET 72' +70.90 +701-90 +701438.5 +701.81.5 +601.70 +B0/-70 +601-09.4 +80!89.4 +W67.6 .601-07.6 +60/87.6 3 FOR ANY ADDITIONAL ANCHORS - y 76' +70160 +70160 +701.88.3 +701-76.7 +80187.2 +Ba-07.2 +60/-05.2 +801-05.2 +801.85.2 +60183.3 +80183.3 +60183.3 REQUIRED FOR THE FRAME ASSEMBLY i U -t o rC'•:/UJ- 84' +701-80 a7a-90 +701-81.3 +601-70 +60/81.6 +80181.8 TUBE. - 0A17-,'�J\. NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. rA!LYNN h44a P E\ 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PE k 56705 FOR GLASS TYPES: TABLE 17: a 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) ...Plying PRODUCTREVh the Design Pressure(ps0 br Single Windows,All Anchor Groups `wth the Florida 8 7/8"LAMI.iG:(3/16"T-1/4"AIR-3116"AN-.090"SG-3/16"AN 13u 1°'necnN ) Acceptance No 15.05 9.13 Window Width nation Date 2018 under 23' 25-15116' 27-314' 30' 33.117 35' 37' "SW=SENTRYGLAS BY KURARAY AMERICA,INC. uader23' +901-130 +901 90/ -130 +80/-130 +901-130 + -130 +901-13D +90/-130 BY Miami able ProduuoL trd 25-15116' +90/-130 +90/-130 +901-130 +901-130 +90/.130 +90/-130 +901130 3&3/8' +90/-130 +901-130 +90/-130 +90/-130 +90/430 +901-130 +901-130 48• +90%130 +901-130 +90/-130 +901-130 +90/-130 +80/-130 +901-130 50.5/6' +901-130 +901-130 +901-130 +90/-130 +801-130 +901"130 +901.130 LLij Q 60" +90/-130 +901.130 +90/-130 +9x.130 +9WA30 +901-130 +90/-130 WINDOW LU gHEIGHT 2 �g 63' +90/-130 +90%130 +90/-130 +901-130 +90%130 +801-130 +9x-130 C J 72' +90/-130 +9x430 +901-1, +901-130 +901-130 +9x-124.8 +9x-115.7 f 11O 78' +901-130 +9x-130 +gp/-130 +801-130 +901-126.2 +901-118.7 +901-109.8 _4WINDOW = d n tM' +901-130 +901-130 +90/-130 +901-130 +901-118.4 WIDTH i V SEE SHEETS 1&4 FOR w .6 WINDOW ANCHOR (9 0 .o❑ LOCATIONS AND QUANTITIES. - ZQ Z o r TABLE 18: a V J Design Pressure(Pso for Windows Alleched to a Vertical Frame AsSemdy Tube 2 (� (L • •• Window Width Z ~ `O w0/ w =rn • • • • under 23 •• 2515/16" 27-314" 30" 33112" 35' 37" ❑ •• Anchor G& • • Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group - - (f) � � • B D A 8 C&D B A,C&D A B C&D A 8 C&D 8 A,C&D A B C&D ub w O "F- •• X123" +701490 +101.90 *0/-90 0701.90 +701-90 +7x50 +701-90 +701-90 +70/-90 +70/-90 +7x-90 +7x-90 +701-90 +701-90 +70/-90 +701-90 +701.90 +701-90 +701-90 +701-90 r' o� � ❑ N Z 2515118' +701-W, +70/-90 • «701-90 +701-90 +7x-90 +70/-90 +7x.90 r7a-90 +7x-90 +70/-90 +7x.90 r7a-90 +7x-90 +70/-90 +70/80 +7x.90 +T0/-90 x701-9D +101-90 0 $O (n Z • 38.318° +701-90 +70/-71.6 +70190 +701-90 +701-81 +70/-90 +701-90 +701-90 +70/-90 +101-90 +70/-90 +7x-90 +70/-90 x70/-90 +70/-90 +70190 +701-90 +70/-90 x701-90 +701-90 _ W is• 6" +7 - +.6/.3 +701-90 +1.64.8 +701-90 +701-90 +701-90 +70/.90 +701-90 +70/-87.8 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701.90 +701-90 +70/-88.9 +70/.90 • 40W8" +49.3 •+I-54.3 48►-l1• •701-90 +I-61.4 +701-90 +701.90 +701-90 +701.90 +701-90 +701.83.2 +701-90 +701-90 +701-90 +70/.90 +701.89.2 +701-90 +701-90 +701-84.3 +701-90 �' j �. Z O 51 0• +/_5 5 +1-45.6 +701 7 +701-90 H-51.8 +70/-81.2 +1x.90 +701-75.9 +701-90 +701-09.6 +701-70.2 +70/-90 +70/-80.3 +701.78.6 +7x-90 +701.752 +701-90 +70/-90 +10/-71.2 +701-90 W >� Z .:h • 3' +ALS" +*4.716 +WI-07 401$9.5 +).49.3 +70/-77.3 +701-90 +70/.72.3 +7x80 +701-85.3 +/-86.9 +701-90 +701-78.5 +7x-74.9 +70/-90 +701-71.8 +701-90 +701-88.5 +1.67-6 +701-90 J 0) `o (L o Q • • • v g O s(n fn `U ••••• J o »w vQ • • • •••••• FRAME o �❑ ''V '"� • •!•••• •!•• •••••t 10. _ ASSEMBLY TUBE • • ! • j� m BLE 19: •• • • •• • •••• 404106 • Oeagn Pressure(psl)for Windows Attached to a Horizontal Frame Assembly Tb" t WINDOW ^ n ! HEIGHT of LL 3 •••• Window Width WINDOW FRAME oder 23• 25.15116' 273!4' 30' 33112' 35' 37' HEIGHT ASSEMBLY _ Anchor Anchor Anchor Anchor Anchor Anchor TUBE WINDOW ADDITIONAL o O o Group Group Group Group Group Group Anchor Group Anchor Group yYIpTM h� ANCHOR >a0 10'MAX. (4),IF REQ. o- z All All All All B A.C&D A B C&D A 8 C&D �L v ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR under 23' +7x4)0 +701.90 +701-90 +70/90 +701-82.1 +701-90 +70190 +701-78.5 +701.90 +701-90 +701-74.3 +101-90 LOCATIONS AND QUANTITIES.SEE SHEET 25-15116' +70/90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70/-8.8 +70/-10 +70180 ANCHOR *7x-84 +701-90 *70/-90 3 FOR ANY ADDITIONAL ANCHORS �� (4).IF REO. REQUIRED FOR THE FRAME ASSEMBLY \��,�pNy.�YNN 38.316' +7x-90 +70/.90 +Tx-90 r7x-90 +7x-90 +7x-90 +7x-90 +7x-90 +7x90 +7x-90 +7x80 +7x-0 TUBE. 48' +701-90 +70180 +70/-90 +701-90 +70/80 +701-90 +701.90 +70/80 +70130 +70/80 +70/-90 +701-90 I WINDOW I . Ye��.-' �tG[NS�.'•. 50•x8' +701.90 +701-90 +701.90 +7000 +70/-90 +7000 +701-90 +70/90 +701-90 +701-90 +70180 +70f80 --moi WIDTH 8(P +701-90 +70)90 +701.90 +701.90 +70190 +701-90 +7x80 +701-90 +70/90 +701-90 1 +7090 +701-80 SEE SHEETS 1&4 FOR WINDOW ANCHOR _ No.58705 - 63" +701-90 +70/90 +701-90 +70/90 +70180 +701.90 +701-90 +701-90 +70/-90 +701-90 +7x-90 +701.90 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS 72" +7x-90 +7x90 +701-90 +70/-90 +7x80 +7d•90 +70/-90 +70/90 +70/-90 +70180 +70%90 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY 78" +7x-90 +7x80 +701.90 1 +701-90 +7x90 +70/•90 +70/-90 +701-90 +70180 +701-90 +70/90 +7x-90 TUBE. =n�'. ST TE OF ,•;�` 134" +7x96 +7x-90 +7x90 +70/-90 +701-90 +70/-90 /i R1UP..';C�\;� S NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN(.(1111 R•P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.4 58705 TABLE 20: _ Item DWg.# Description Material ASSEMBLY DETAILS 062 —j'.'24 1 7002 Main Frame Head,5111&lamb 6063-76 Alum. L N FROM THE INTERIOR NOW. AlMl .125- 2 L DETAILS SHOW 6063-T6 Allan. 2.919" 2 7071 Anchor Plate 3 7003 Sash To ,Bottom&Side Rall �-T6 Alum. 062' 2.701" 4 7008 Frame Corner Ke Steel NOM5 7009 Sash Corner Ke Steel •062- Vinyl Foam 6 7078 Frame Gasket 7 7072 Sash Corner Gasket Vinyl Foam �•+-" 2.784" 8 7070 Bulb Weatherstri .I8T'x.275" Flex PVC 70 •083" 10 7024 Maxim Multi-Point Lock Steel SASH 10 FRAME HEAD, 3 SASH TOP, 71 FRAME BOTTOM&SIDE ASSEMBLY TUBE SILL&JAMB -- ll 7026 LodcSu ort Plate Sled O 12 7014 Multi-Lock Keeper Steel AS REQUIRED PER CORNERS #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 TABLE 3,SHEET 4 2 ' 13 7013 Tie Bar Guide Nylon 1 ' 14 7015 Tie BarAssembl - Steel or SS h 1.356- 15 7028 Maxim Dyad Operator,W Wr-24" Steel 2.203" �{ 16 7027 Maxim Dual Ami Operator,WW>24" Steel b .040• t00o" 17 7030 Operator Gasket Vinyl Foam }L �44[t''" 18 7031 Operator Baskin Plate Steel 7 095^ J 1 2� .093' 19 7051 Operator Sacer Block Nylon 3 FIXED •093" 20 7032 S d Br t Steel OANCHOR PLATE O SCREEN FRAME O ADDON FLANGE 21 7033 ertorTrtk&Slider(DuAlAm Steel 2 #7071,6063-T6 60 #7006,6063-T6 70 #134,6063-T6 2 7023 r s Hi a Hea D ), an b Truth Steel 23 r 7050 E ress Hin AtM!ashable }ID,MarMlt.b Truth Steel 5 5 e, -blowou ip Steel 11.- 31 Dura Seal acer • • • Steel .050" 706" .050• t1nn 2 1713 Settin Block 32"z 3 1 x - EPDM l a% •1714 S"n OlAck 5/32"x7/1VIt 1- ¢ EPDM 85 p Ir .865' .865" 7036 Llml ea 6063-T6 Alum. 30 7042 Lami Bead C 6063-T6 Alum. 7 7059 L ea • 6083 Te Ai 1 BEAD B D C 38 •1224 VingladILONst (Thick) 0000 Flex PVC 70 35 36 BEA #7036,6063-T6 #7042,6063-T6 39 1225 Vi n I uib Wst (Thin)•••••• Flex PVC 70 50 Dow899SiliconBackbe6ddiINTERIOR bU 7006 5 een rga-rr# 3105-H14 Alum. p i t .172- #61 7040 Scr&RCarnRrKey • •• Poiypropdene 6 Scr qph • • Fiberglass 63 1635 Steen S I n! EM.PVC 4 .870" •050" 64 320 Screen Spring Stainless Steel -- 70 134 Add-on Flange 608376 Alum. •FRAME I--- .569" 71 7004 Frame Assy Tube 6083-T6 Alum. BEAD 80 #8-32x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Stem CORNERS 37 #7059,6063-T6 PRODUCT RIBVlSED —plying with the Florida 81 1 1157 I#8x 1/2"Ph.Pn.SMS Stainless Steel 88 Doilding Cude t5'05)q"13 82 1#8x 5/8"Fl.Pb.SMS Stainless Steel Accept.--No 83 #8 x 7 8"FI.Ph.SMS Stainless Steel �� Otyj _t nil q�' R-is.d By: Dale: R-;cion e: iration Dale 84 #8x1"Fi.Ph-TEK Stainless �� .ENS 'l�F fay �- C •.'n tvlinni ads Product 85 #8x 1"Quad Pn SMS Stainless Steel `z' �c Revised By: Dole: Revision a: 86 #8X 1.1/2"Quad Pn SMS Stainless Steel - Ido.50705YOF LM 5/15/15 NO CHANGE THIS SHEET 87 #10 x 1 2"Ph.Pn./TEK Stainless Steel - 89 #10-24x 9/16"Ph.Pn.TYPE F Stainless Stem R LY- Description: Dr.—Dy: 90 #12x1"Ph.Pn.TEK Stainless Steel ��•'� /° 1S :•:it; BOM AND CORNER VIEWS J OSOWSKI �,��.`.• STAT.: f .: Dote: `C Vft1Di'.� \C�..`� 1070VE TECHNOLOGY DRI E Title: ;5., `. ; CASEMENT WINDOW DETAILS-LM&SM 08/08/12 ,./�- t C. \ P.O. DOX 1529 r�!rO A1-�t � NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER,P.E. CERT. OF AUTH. x/29296 CA-740 NTS 10 OF 10 MD-CA740-LM A P.E.#58705 MIAMI•1 ADE MIAINII—DADE COUNTY,FLORIDA ` 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMI IISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,v,vw.miamWade.goyleconomv PGT Industries,Inc. 1070 Technology Drive, Nokomis,Fl.31275 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 (iii areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SGD-770"Altrnliutlm Sliding Glass Doors w/900& 1350 corners—L.M.I. APPROVAL DOCUMENT: Drawing No.PGTO130 (former PGT0002 Rev C), titled"Series 770 Altus. SGD—LM Impact', sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by�ftferiiami— . . .... ...... Dade County Product Control Section. .••. ; • MISSILE IMPACT RATING: Large and Sinai]Missile Impact Resistant • ...... .... ...... LABELING: Each unit shall bear a permanent label with the manufacturer's ilette"Cr logo, city, state,; •••; series, and following statement: "Miami-,Dade County Product Control Approved:"11111-.ss 01110 Mfs%noted' herein. • ...... 0000: ..... REVISION of this NOA shall be considered after a renewal application has beep Oled and t*Tr 111rt been...... no change in the applicable building code negatively affecting the performance of t4i49 product. . .' TERMINATION of this NOA will occur after the expiration date or if there has Veen a revisioa.or change""' in the materials,use, and/or manufacture of the product or process.Misuse of thi;NOA;as an endor sement00•••• of any product,for sales, advertising or any other purposes shall autornatically terminate this'NQ'*,t. 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 Bililding Official. This NOA revises and renews NOA No. 14-0123.10 and consists of these pages 1 and 2, and evidence pages E—1,E2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. 4. NOA No.144128.11. MIAMI•DAOE COUNTY Expiration Date: February 17,2020 Approval Date: February 12,2015 Pagel PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under-previous NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by 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 FBG, 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 aluminum Sliding Glass Doors,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 underprevious NOA No. 14-0123.10) 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%A.4 J02-9.4••;; •••; • along with marked---up drawings and installation diagram."f.4uminI4.Sliding,...:. Glass Doors,prepared by Fenestration Testing Laboratory, Inch•T@9t•Reports Xo.'s • 0000.. PTL-5980—R, FTL-600I R and FTL 6015--R have been Wgdd and a'2'Viled ori • 12/29/09,all signed and sealed by Julio Gonzales,P. E. . .0 0 0 0 •00••0 00 0 0000.. . (Submitted rattler previous NOA No. 09-0826.10) •••••• 0000 . 0000.. .00.0. 0 so . 0 . . 00.00. 0000.. . . . . 0000.. .. 0000 Jaime D.Gascon,P E Product Control Section Supervisor NOA No.144128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 E-1 c PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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, and TAS 202-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5980, FTL-5993, F"TL-6036, FTL--6001, FT"014, FTL--6015, FTL-6017, FT"023, TTL-6024, FT"025, FTL-6028, FTL-6031, FTL--6033 and FTL-6036,all dated 08/10/09,signed and sealed by Julio Gonzales,P. E. (Stibniitted urrdet-previous NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010 and with FBC 5"' Edition (2014), prepared by manufacturer, dated 01/30/15, signed and sealed by 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. 13-0129.27 issued to E.I. DuPont I iNaoursIR Ee.,Inc,,. 0- for for their"DuPont Butacite0 PVB Interlayer"dated 04/11/139.elpiring on 12/11/16.r 2. Notice of Acceptance No. 11-0624,02 issued to E.I. DuPont eViours,&CLQ., Inc: • for their"DuPont SentiyGlas©Interlayer"dated 08/25/11,est ing on 01 tMAT •.:0% .. ...... . ..... ••••. F. STATEMENTS ...... •' 1. Statement letter of conformance to and complying with FBC 1"'Edition (1014,.issuc40••:• by manufacture, dated 12/17/14, signed and sealed by Lynn Ntllel*V. E. • :0996: 2. Statement letter of conformance and complying with VIC-"20100-:i4i�d b� " manufacture, dated 01/24/14, signed and sealed by Lynn Miller,P.E. (Submitted under previous NOA No. 14-0123.10) 3. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller,P.E. (Submitted under previotq NOA No. 14-0123.10) Jaime D.'Gaseon,P.E. Product Control Section Supervisor NOA No.14-0128,11 Expiration Date: February 17,2020 Approval Date: February 12,2015 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL--7554, issued by Fenestration Testing Laboratory,Inc., dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted render previous NDA No. 14 0123.10) 5. Proposal issued by Product Control,dated 08/12/13, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 14-0123.10) 6. Laboratory compliance letter for Test Reports No.'s FTL-5980 R, FTLr-6001-R and FTL-6015-R, reissued by Fenestration Testing Laboratory, inc., all dated 12/29/09, signed and sealed by Julio Gonzales,P. E. (Submitted under previous NOA No. 09-0826.10) 7. Laboratory compliance letter for Test Reports No.'s ffL-5980, FTL-5993, FTL-6036, FT"001, FTL--6014, FTL--6015, FT"017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FT"031, FTLr-6033 and FTL-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed by Julio Gonzales, P.E. (Submitted under previous NOA No. 09-0826.10) 8. Proposals No.'s 09-0177, dated 03/17 & 31%09, 09-0177A, dated 05/07/09, 09--0177B, dated 06/09/09 and 09-0177C, dated 11/18/09, all issued by Product Control, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 09-0826,10) G. OTHERS 1. Notice of Acceptance No. 14-0123.10, issued to PGT Industries, Inc. for.elm? Series "SGD•-770 Aluminum Sliding Glass Doors Nv/ rvo Reinfor&ments", aVDfSLed on••'•:• 02/06/14 and expiring on 02/17/15. • e6e• •• •• • •••••• • • •• • • ••• • • • • • Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 144128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 E-3 TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor substrate Frame Min.Edge Min. Member Distance ErllbedrrleM INCLUDING POCKETS &900/1350 CORNERS Concrete(min.2.55 its]) Head/SiIYJamb 1' 8' GENERAL NOTES 1 1/4'Elea Ullrecon UVtouled CMU,(ASTM 090) Jamb only 2-1/2' 1-114' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM C-90,min.2 ksl grout) Jambonly 2-1/2' 73/4• 2)DESIGN PRESSURES: 1/4'Etco 410 S.S. Concrete(min.3.35 ksQ ltead/SIIVJsmb 1" f3W' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 CreteFlex ungrouled CMU,(ASTM ago) Jamb only 2-112' 1.84" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.Southern Pine(SG=0.55) Head/SIIVJamb 1.. " 1.395" 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114"Elco Uitrecon Concrete(min.2.85 ksl) Head/3111 1 1310' PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT routed CMU(ASTM 0.55C-90Jamb only 1• 1-114' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,18-8 or 410 P.T.Aluminum. Pine($G=0.55) Head/SIB/Jamb 918, 0.06 BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Aluminum,6063-75 H8ad1SkUJamb 3/8• 0.063• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threads/in) Steel,838 Head/SNUJamb 3(8" Steel Stud,A853 Gr.93' Head/SBI/Jamb 318' 0.04.5.046 1" 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 kst) Head/Sit[/Jamb IIA/2" 1318' NARROW JOINT SEALANT. 1/4'Elco 18-8 S.S. Ungrouted CMU,(ASTM 090) Jamb only 2" 1-1/4' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSI/AF&PA NDS FOR Aggre-Gator Grouted CMU(ASTM 090,min.2 ksi grout) Jamb only 2' 2• WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine(SG=0.55) Heed/SIIVJamb T 1318" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE ! P.T.Southern Pine(SG=0.55) Wad/SIII/Jamb 9116• 1318" CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 #12,Steel SMS G5, Aluminum,8063-T5' Head1S111IJamb 3/8' 0.083" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 threads/in) Steel,A36• Head/811YJamb 3/8' 0.050' FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A663 Gr.33• Head/SIIVJamb 318' 1 0.0451" TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. '•P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADd COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQI IREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. I NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO EXAMPLE S........-.2,5 GLAZING DEETAILSTAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......6-8 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FET PAPER OR MASTIC IS ELEVATIONS............... .15,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19 PARTS LIST.......................20 Glass Description(Listed from Exterior to Interior) EXTRUSIONS.... Type 21,22 G3 7116"Laminated:(2)Liles of 3/16'HS Glass with.090'PVB Intedayer I PRODUCT FMWLD w G3A 9116'Laminated:(2)Utes of 1/4'HS Glass with.090'PVB Intedayer m complying fh tM.Florida ilding Code �{ /°r! y DESIGN PRESSURE RATING IMPACT RATING gene iancC N/"3 � � "6-7 134 7/18'Laminated:(2)Utes of 3118'HS Glass with.090'SG Intedayer D G4A 8/18"laminated:(2)Utes of 1!4'FLS Glass with.090'SO Intedayer SEE TABLES 1,2&3 ON RATED FOR LARGE 8 SMALL E�pua�n,Piae 2 O SHEETS 6,7&8 MISSILE IMPACT RESISTANCE - G5 1'Laminated I.G.:3/16'T Exterior Cap+3/8"Air Space+PI 6*Laminated;(2)Lites of 3116'HS Glass with.090PV Intedayer G5A 1'Laminated I.G.:1/4'T Exterior Cap+5116"Air Space+7/16"Laminated;(2)Utes 0 3116"HEW ass•flip y90'FVt3tinteda,r • • •• ,.ai,,.,,,nn�'.•�p1�t•Fl t j.1 j/7 G6 1'Laminated I.G.:3/16"TExtedor Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"AS Glass with.e90"SG Aged e, • §LIN NOTES: ` .,0p1y,,....,,491(�7�G� G6A 1"Laminated I.G.:114"7 Exterlor Cap+5N6"Air Spaco+7116"Laminated;(2)Utes of 3/16" lass wi eriei "W"=ANNEALED ` F�,.• �1CFNSF �4' �� G7 7/16'Laminated:(2)Liles of 3116"ANN Glass wgh.090'SG Intedayer • • • • • • 4iS10=HEAT STRENGTHENED P i G7A 9116"Laminated:(2)Lites of 1/4"ANN Glass w8h.090'SG Intedayer •f"=*TE"ERED T` No.58705 ' G8 1"Laminated I.G.:3116'TExtedor Cap+318"Alr Space+7116'Laminated;(2)Lites of 3116'ANN Glass with.090"SG Intedayer "PVB"=DUPONT.090"BUTACITE PVB - GSA 1'Laminated I.G.:114'TExtedor Cap+5116" O ASpace+7118"Laminated;(2)Utes of 3116"ANN Glass with.090"SG Intedayer "SG"=DUPONT.090"SENTRYGLAS aw.dey ars • • • • • • ��U�%. STAIE OFI •`�I,U N`"°LO°WR • OEWP.4L NOTES AND MAP <ORIDP,-' \ R.W Or. I Tl�E L 342 ' Fss .......• RWQ'JIFo.e• R"wa. M•./•�• • • •• ES 770 ALUM.SGD-LM IMPACT �'/i�N� t�` _ a•n�wa.e aar a'+°r' 01TM7a"u• er. A.LYNN MILLER,P.E. SJR 10/10/14 a s sere. CERT.OFAUTH.X291A9 ® SGD-770 NTS 1 a 22 PGTO130 P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TIONS GU EXAMPLE CONFIGURATIONSAILLICONFIGURAT ) IONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH - MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc",-Kw-OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH p- p,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-33 PER TABLES 1-3 1 t CAN BE OXXXp. El,r l - 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION � a OF ANY 2 STRAIGHT CONFIGURATIONS. Jw Jc 1%� c MAX.UNIT t3 9 MAX.UNIT 1 to w&Q t t9 1a t I o 9 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. � �i a / / j z y HEIGHT ¢y HEIGHT "X"-OPERABLE PANEL, PER TABLES 1-3 1 Y PER TABLES 1-3 -0--- O"=INOPERABLE PANEL, POCKET PCCKET i � POCKET i m DETAIL LETTER WOOD OR METAL INSTALLATION 1-PANEL r 2-PANEL r �+ 'd"=CONCRETE INSTALLATION CONFIGURATIONS 1 4 A CONRGURA IONS1 13 T--SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" WIDTH NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.PANEL PER TABLES 12 13 1 13 PER TABLES WIDTH 1 1 13 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" -s\r--- 1-3 I g Jc Q g 19 19 7w 1c t t is 19 t 1 j Q&Q MAX.UNIT 1 73 19 19 1 1 1 t o ij MAX.UNIT a- HEIGHT t toK ug t t i Q HEIGHT 1 1 19 1s s i z PER TABLES 1-3 �u'w PER I w TABLES 1-3 / / POCKET C r7` I / / / / POCKET vi Jj 1 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 3 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTHNOM.PANEL WIDTH13 PER TABLES 1-3 t2 i s t c t 3 PER TABLES 1-3 —1 r--- 1 Go Jw Jc I 1 3 eon+>aYbS p4tllthe Fbdda 1 3 19 1 19 1 1 Q 1 1 Building Code /{/1. F} 1 p MAX.UNIT w Acceptance No —_t✓ 1 3 1 1 c I o a:Q 19 /// SEE MAX.UNIT t / z a'y HEIGHT // NOTE HEIGHT 19 / I�W'w PER TTj // 2,THIS AY I I`kl-h / ® / SHEET. \fimm Lada PER TABLES I-3 / / / / / I TABLES 1� •• •• • •; • • •• 19 K • •POCALt•j • • • EXTERIOR ��•' tGENS •• • •I • • ••• • Qom; R '•. p 5-PANEL CONFIGURATIONS CORNER,TYP. No.58705 _ 1 ] (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) R .r ae. R.. - • • • • ;Qom•. STATE <(/ a. R., 10707ECPoYOLOOYORIV PLECONFIGURATIONS �c •.Ftoato`.'G�� i ENICE,FL 3421 nv • �'�S8/ONA,•�;`�� me: RrnNm.: �yd80.1 joff. ES 770 ALUM.SGD-LM IMPACT 'I �f I I II-f`` '6 °Y�" : R.r. A.LYNN MILLER,P.E. JR f0/t 0/94 CERT,OFAUTH.M7828'B soo-no NTS 2 a 22 P 3T0130 P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16"@ 96"HEIGHT I POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-114"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Je,"Kw"OR"Kc"INSTALLATION. NOM.PANEL WIDTH ®7 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 1 12 1 t3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 1 13 19 tig 19 9 19 1w 1 i 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 1 1 1 t9 t t i o&o OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT I 1 i u- HEIGHT, 1 53 19 t 1 1 Q 96"OR 120" I i 'p w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. X"=OPERABLE PANEL, POCKET i N "O"=INOPERABLE PANEL, t _ "P"=POCKET 6-PANEL CONFIGURATIONS c w Gw t t3 t2 DETAIL LETTER MAX.UNIT WIDTH w =WOOD OR METAL INSTALLATION °c'=CONCRETE INSTALLATION NOM.PANEL WIDTHSHEET NUMBER PER TABLES 1-3 t t3 t 13 1 Jw J i DLO WIDTH=NOM.PANEL WIDTH-7" 12 t3 19 Kw K97 19 1 t 1 i ¢ DLO HEIGHT=DOOR UNIT HEIGHT-10.125" MAX.UNIT 1 t3 is 19 1 is is to t i= o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" HEIGHT 1 1 j W a w PER TABLES 1-3 POCKET y 7-PANEL CONFIGURATIONSt 13 tw 13 i i MAX.UNIT WIDTH NOM.PANEL WIDTH A PER TABLES 1-3 13 12 r(l) ilhJw i FRODUCTRMOWUD 1 13 1 19 9 19 1 I Q as complyln8 with the Ftoor�ldna�.Q c 19 19 19 19 19 1 1 1 CLL I'LL- Ic ¢0 8uitding Godo JC 1 13 I o O Acceptance No MAX.UNIT t I 19 19 t /�J Q% F'p/inoii000l)atte. �2p PER TABLES 1-3 I R / / / / �•• ••j[�1• •/ • I Miamm i D Dade gdI,_YNN �0� o� l 7 •• • • • • POCKET y .``� � 8-PANEL CONFIGW T •• • • • a w Fc * " No.58705 1 3 1 1 3 Is aro: Rattwrc i�Q ST TE OF R aT. Dale: RatMna 100TECHNOLOOJIV • PLECONFIGURATIONS % F<oRto?.' 1t WN U24 9�RIES 770 ALUM.SGD-LM IMPACT ��'cSSJONAt Y' Y • s"+% s»ex t*^wR' — A.LYNN MILLER,P.E. JR nab, SOD-770 NTS 3 a 22 PGTO130 P.E.#58705 JR 10/10/14 CERT.OFAU7N. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• GLAZING DETAILS{G3, G3A,G4,G4A, G5&G5A 7/16"NOM. 7/16"NOM. 1"NOM. 3116"HS GLASS--\ 3/18"HS GLASS--\ 3116"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 3/16"HS GLASS 74 3116"HS GLASS 74 3!8"AIR SPACE 7a 3116"T GLASS 82 82 EXTERIOR 314"NOM. EXTERIOR 314"NOM. GLASS GLASS 3!4"NOM. a a BITE ss GLASS BIT£ BITE EXTERIOR 80 U. 79 54 54 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 I 9/16"NOM. 9/16"NOM. j 1"NOM. 3/16"HS GLASS 1/4"HS GLASS 1/4"HS GLASS I .090"PVB .090"PVB .090"SG 3/16"HS GLASS 1!4"HS GLASS--\ 74 114"HS GLASS 74 5/16"AIR SPACE 74 1/4"T_GLASS 82 82 83 314"NOM. 3'4"NOM. 3/4"NOM. EXTERIOR GLASS EXTERIOR GLASS ss GLASS G7 BITE a BITE BITE EXTERIOR 81 81 a 11 79 MODUCrIKENMED 54 54 55 w oomp,yh*wflh the Florida BAE'cicWpnaoCD /128 ate 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,T iPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A Br j Miami Dade Prod,rcr Carlml GLAZING NOTES: i • •• ` N�LYNN Q9� "ANN"=ANNEALED • •• • • • • ••• • �O.•.•..... !e • / 000 • • ♦ • • Pte'`,.• L,GENS�c '•.FP "HS"=HEAT STRENGTHENED •• ••• ••• i • • •• "T'=TEMPERED No.50705 _ PVB"=DUPONT.090"BUTACITE PVB / "SG"=DUPONT.090"SENTRYGLAS = 0 d• �r a RewJ oxo: rt.,+aw,. • • • • • °eWb°• tI - R, 10707>cMlorocrox C LA91NG DETAILS o�.. s nTe or- �U Rs . �: R.,b«": ��841pp3Q11� • • •• ES 770 ALUM.SGD-LM IMPACT 'CS,S/ONN- )t' dor wanner wtc Ceaaea a,r.: ® s.wam.c sos srox w..Wrn. R.. ' /(!LYMkMILL€k,P.E. JR 10/10/,4 CERT.OFAUTH.H23298 SGO-770 14S 4 x 22 PGTO130 P.E.#58705 ••• • • • • ••• • • ••• • • • ••• • • GLAZING DETAILS (G6, G6A, G7,G7A, G8&G8A 1"NOM. 7/16"NOW 1"NOM. 3116"HS GLASS 3116"ANN GLASS--\ 3/16"ANN GLASS .090"SG .090"SG 3/16"HS GLASS .090"SG 3116"ANN GLASS 318"AIR SPACE 74 3/16"ANN GLASS 74 318"AIR SPACE 74 3116"T GLASS 3116"T GLASS - 82 83 63 314"NOM. EXTERIOR 3/4"NOM. 314"NOM. 56 GLASS a GLASS 56 GLASS BITE BITE BITE EXTERIOR EXTERIOR a a80 79 79 55 54 55 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 3/16"ANN GLASS 114"ANN GLASS .090"SG .090"SG 3116"HS GLASS 090 SG 3/16"ANN GLASS 5116"AIR SPACE 74 1/4"ANN GLASS 74 5116"AIR SPACE 74 1/4"T GLASS 1/4"T GLASS 82 - 83 83 NOM. EXTERIOR 3/4"NOM. 3/4"NOM. 58 GLASS a GLASS 58 GLASS r BITE IT BITE BE EXTERIOR EXTERIOR 81 79 a 79 PRODUCTRENFWFO 54 m o plyhtg Witt the Fwd- 55 (Q} 55 55 Btritdh+gCode � �G? AaYptvxa No Expdrstron Dete_` �iz�} 1"LAMINATED I.G.GLASS,TYPE G6A •• 9/:6"LAMINATED.LA S,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A fly-- D Mann,—aAe rrtK`'Tuct ""n+o GLAZING NOTES: • • ••• • • • • • ` LYNN 4zz, / "ANN"=ANNEALED •• •• • • •• •• r� a_. �,tGENg�c•.•�P � "HS"=HEAT STRENGTHENED •• ••• •• • • • •• x' No.58705 "T"=TEMPERED -_ "PVB"=DUPONT.090"BUTACITE PVB = _ "SG"=DUPONT.090"SENTRYGLAS er. aoa Rew++: • • • • • • • • • o.otay. O U • • � s�ATE oIr' t �sy N NT od;aRa- ff GLAZING DETAILS SS.FLORtoP.,�G�� a� •• • . • • Revs)By o m: J� :EEI .. • Ls4OM80,IWO i•• SERIES 770 ALUM.SGD-LM IMPACT '��,/UNAL- ,aniont7 0�: Donn b"t°"""` �'+ �"0ba"`°"" "•' A./44AtM(LLi:k,P.E. JR 10/10CERT.OFAVTH.N28286 SOD-770 A1TS 5 °�22 PGT0130 P.E.p 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 1: TABLE 1A: " Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+601-60 Sill Height to Max.(+)DP configurations on Sheets 2&3) (May be limited by Table 1A) (Water fight etion Rating) For comer astragal anchorage on 90"or 135°comer units,see sheet 11 Sill Riser Height (+)Design Door Unit Height (Flat or Box,see Pressure,PSI Table applies to Glass 80" im. 90, gel Sheet 17) Types 3,3A,5,5A,7,7A,8 69-7/8"DLO 73-7/8"DLO 79-7[8-DLO 85--778"OLD Flush-1-1/2' see note 3 &8A and the Stile/Astragal Anchor Group Anchor Group Anchor Group Anchor Group Lav-2.1/2" +46:67 types shown below. 1 2 1 3 4 1 1 2 3 4 1 2 3 4 1 2 3 4 Medium-31/4" +60.0 Hea S C4+1 C4+1 C4+ +1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +1 +1 C4+1 High-4" +60.0 24" ©L70 Jamb 8 8 8 8 6 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3 –T--+8--F— 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+877+8 HeadlSill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8i 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill 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 C4+1 C4+1 C4+1 D- 36, D�O Jamb 8 8 8 8 8 8 8 8 8 8 ' 8 8 8 8 8 8 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+8 7+8 OH LENGTH �— Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 z 42' OLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 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+8 7+8 = O OH RATIO 21 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = O 48" DLO Jamb 8 8 88 8 8 8 8 8 8 6 8 8 8 8 O P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7:8F8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 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 OP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"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 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"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= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLOIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstile @lamb Straight Astragal Lockstile @ 9b'Astragal Lockstile @ 135'Astragal Lockstile @ Assembly Straight Astragal Assembly 90"Astragal Assembly 135°Astragal PRODUCT RENRWFD as o plyhig with dw Florida Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile attudingC.& �1C. Standard Astragal A tm«N. • R Outside Corner Outside Inside Expjm<iou Corner Carney P�fiamilMAe (R:xtil Cilif/ ••• • • •• • Corner Outside `\�p ..YNN. V4� 6r• • • • • • • • •• • ••• • Inside Comer Corner ��;' �1GENSF '•.• •• • • • • • •• Part#61(Stile) Part#61(Stile) •• Part#60(x2) Part#60 Part#60 PaNIA(Stile) Part#60 Part#118(Corner Part#119(Out.) Parts#31&#32 Part#61 - No.58705 - Part#67(Astragal) Receiver) Part#120(In.) (Corn.&Fxd Mount) rsena nrro: aa,bara: • • • • • • • °"1Ob°" (7 STATE Of �lU` a e ,�,, ro tr 7EwvNa oo•aatrvE�kx- DP AND ANCHORAGE %�iS .onto... •• • • • N.SENAW,FW42& •••• • • r nt +� ••• SERIES 770 ALUM.SGD-LM IMPACT �11 Al-,ab• wroA LYNN MILLER.P.E. JR 10/10114 CERT..OFAUni.a2e2ae SGO-770 NT3 6 d 22 PGT0130 P.E.#56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 1351 comer units,see sheet 11 I (May be limited by Table 2A) Table applies to Glass TypesDoor UnlI Height 4,4A 6,6A,7,7A, 0&8A80" 84' �' 96' 102' 108' 114" 120' and the Stile/Astragal types 69-718"DLO 73-7/8•DLO 79-7/8'DLO 85.7/8"DLO 1-7/8'DLO 97-7/B'Dl0 103-7/8'OLO 109-7/8'OLO shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group __17 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 ad/S91 G4+1 C4+1 -+1 G4+1 C4+1 + C4+1 C4+1 C4+1 +1 +1 CA+1 C4+1 C4+1 +1 C4+1 C4+1 C4+ C4+1 C4+t C4+1 04+1 04+1 C4+1 + +1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 24" DLO Jamb 8 8 6 8 8 8 8 8 8 6 8 8 8 a 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 8+7 6+7 e+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+6 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+0 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+1 04«1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4«1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 �• O Jamb 8 8 8 e 8 8 8 8 8 8 8 8 a a 8 '8 10 10 to 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 8+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+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+1 C4+1 C4+1 C4+t C4+1 C4+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 C4+1 C4+11104-11 04+1 C4+1 C4+1104+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 CA+1 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7rC44+2 6«7 7a8 7+8 7+8 7+g 7+9 7+8 7+8 7+8 7+8 7+8 7+8 ;7+8 8+g 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 c 35' Head/S19 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 CA+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 G4+1 C5+1 C5+1 C4+1 C4+1 C5+1 CS+1 a 4Y DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 f0 10 10 10 10 10 70 10 10 P-hook 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+g T+8 .7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+,0 9+10 9+10 9+10 Head/13111 C4+2 C4+2 C4+2 C4a2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 C5+2 C5+2 0412 C5+2 G5+2 C5+2 C5+2 C5+2 C5+2 CS+2 Z48' DLO Jamb 6 8 8 8 8 8 8 8 8 8 8 8 8 a a 10 10 10 10 10 10 10 70 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 lag 7+g 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+9 7+8 8+9 B+g 8+9 8+9 -4-r— +9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 F1eadBill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 CA+2 C4+2 C4+2 14+2 54' DLO Jamb 8 8 8 8 8 8 8 8 a 8 8 8 8 8 8 P-h" 8+7 6+7 6+7 6+7 7+11 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7 8 7+8 Not available in these sizes liead/Sfll FC-4*,2 C4+2 C4+2 G4+2 5+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 + C5+2 ODLO .lamb 8 8 8 a 8 8 8 8 8 8 8 8 8 8 8 P-hook 6N 6+7 6+7 7a8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+9 + ,7+8 NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH= 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. NOM.PANEL WIDTH-7" 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP DLO HEIGHT= NEGATIVE PRE&UNCHANGED).SEE TABLE 2A. ater Infiltration Rating) OH LENGTH �— ( ) t- DOOR UNIT HEIGHT-10.125" 3),V',3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" _ Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design � (Fiat or Box,see w PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = O OH RATIO 21 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = o DOOR UNIT HEIGHT-1.866" NOT RATED FOR WATER INFILTRATION. Flush-1.1/2" see note 3 O 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2' +46.67 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4" +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4' +60.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO= OH HEIGHT 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 @ Jamb Straight Astragal Lockstile @ 9p'Astragal Lockstile @ 135'Astragal Lockstile @ PRODUCT RENBWfiD Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal ,a complying with the Fl"kia Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile BuildingCcdeit.�i �. Inside Accept—N0 Outside -�_�=._t Standard Astragal Outside Corner Corner F 1k, ate-` - I42?� Corner a� •fly 0 to • • • u Miami Dode Plqddd LIMA t • • inside LYNiy,ly/�`�i,/' •• •• • ••• • nside Corner Corner Outside Pad,. t,1G[NgF'•.,F,f, Corner Part#61(Stile) Part#61(Stile) part#119(Out.) part#61(Stile) No.58705 '•. Part#61(x2) Part#61 Part#61 Part#61 Part#118(Corner Parts#31&#32 Pari#61 Part#67(Astragal) Part#120(in.) _ Receiver) (Corn.&Fxd Mount) _-0 samW. Daae aawa,.: • • • • • • • • • '�U SYAT-OF� •�/� • • • a.waery, oto.aw: •• •• • • N,o.lQrE , • eDrP«uAwtNDANCs"vH.'ORAanG.eeE neu ZEN, ••• • •• SERIES 770 ALUM.SGD-LM++>"rIMPACT /.CF<N.o..AR.1.IEHL3) E A.sLYNNo. 0 (941A MILLA P£. p JR 10/10/14 CERT.OFAt17H.p28286 ® SOO-770 NTS 7 a 22 PGTO'130 P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 90"or 135'corner units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Ooor Unit Height Sill Riser Height (+)Design Table applies to Glass Types 4,4A, 80' 84" 90" 96" 102" 108" (Flat or Box,sea 6,6A,7,7A,8&8A and the Stile/ 69.7/8"DLO 73.7/8"DLO 9.7/8 O 85-718"DLO 1-718"DLO 97-718" LO Sheet 17) Pressure,psf Astragal types shown below. Anchor Group Anchor Group Ancor roup Anchor Group Anchor Group Anchor Group Flush-1-112' see note 3 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-2-112" +4667 Desi Pressure +/-90.o f + s +1-76.0 psfMedium-3-1/4' 24" 17" Head1SIll C4+1 C4+1 C4+1 C4+f C4+1 C4+1 CA+1 C4+1 C4+i C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+i C4+1 C4+1 C4+1 High-4' +90.0 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 '8 10 10 10 f0 10 10 10 10 P-hoot 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 +8 7+8 7+8 7+6 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1-3 Design Pressure +/-90.0 psr +1$2.5 Psi +/-75.0 psf 30" 23" HeadIsIll C4+1 C4+1 C4+1 C4+1104+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 Q4+1104+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 c DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 '8 6 8 8 10 10 10 1D 10 10 10 10 � P-hook + 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 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Phak 67 9 Design Pressure +/-90.0 psf +/-82.5 psf +/-76.0 psf c 29" HeedrSlll C4+1 C4+1 C4+2 C4+2C4+1 C4+1 C4+2 C4+2'C4+1 C4+1 C5+2 C6+2 C4+1 C4+1 C6+2 C5+2 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 a- 36" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 8 10 10 10 10 10 10 10 10 2 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 8+9 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 1 8+9 EDesign Pressure +/90.0 psf +182.5 psf +/-75.0 psf OH LENGTH 42" 35" Head/Sill C4+2 C4+2 C4+2 C4+2 r,4+2104+2105+21C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 05+2 05+2 DLO Jamb 8 8 8 e 8 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 C0 P-hook 6+7 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 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 = pl CH RATIO 2 1 Design Pressure +/,g0.0 psi See Note A below. +1$2.5 psi j+/75.0jpsf = ODII 48" 41" Head/Sill C4+2 C4+2 C5+2 C5+2 C4+2 05+2 C5+2 C6+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 06+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 06+2 ODLO Jamb 8 8 8 8 8 8 10 8 8 8 8 8 10 8 10 10 10 10 10 10P-hook 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6.6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-1/Z'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL;POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP 13 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"S;LL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE OURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. 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 @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @ PRODUCT RMEWBD Assembly Straight Astragal Assembly 90"Astragal Assembly 135°Astragal mmDtyhl9 vAnW_ ,9j'z,4' Pwrtde /� Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile SWIding cod Heavy-duty Astragal No rn�rI 1 inside A.c�`�vy' tY g Outsid$C Outside Corner Corner - iTFv t<4iami Dude PryQ4JtIQU�i>j • • • • ••• • Inside orner CorIns o �ornede yam , ` �pN�,tYN/JC,II/1`4� - 10ENS • Pa�t�6•1{Stile!• • • • •• Part P61(Stile) part#i19(Out.) Part#61(Stile) Part 061(x2) Part#61 Part#61 Part#61 Part 0118(Corner Parts#31&#32 Part#61 _ No.58705 Part#68(Astragal) Part 11120(In.) Receiver) (Corn.&Fxd Mount) !�: Real al ONe: RmbMs: ��/• �. • • • • • ! • � ' FkATE O� <L/ Re»d 8Y �zzm/t" Ei , i DP AND ANCHORAGE -• SERIES 770 ALUM.SGD—LM IMPACT �N••• • • (9 1 1600 • sweuwt sale: Rues w.+`vw 0—.. A.LYNN MILt�t2,P.E. JRaro:JR CERT.OFAUTH.A28t&S SOD-770 NTS 8 -22 PGT0130 P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED (PERPENDICULAR TO GLASS SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL EXTERIOR PLANE SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C. NOTE, POCKETS ) INTERLOCK CLUSTER,SEE THIS AND 60"NOM. SHEET SEE POCKET 8 P-HOOK _ PANEL WIDTH DETAILS,SHEET 11 x x x xx O r----- x x x x x 6"MAX. JAMB MOUNTING oyx- x x x x f x x x x x INSTALLATION, ADAPTER 6"MAX. ( 1 ` x x x x xxx x x x x THIS SHEET ANCHORS MIDWAY i l I—3"MAX. i &SHEET 14 BETWEEN P-HOOK lot 4 PAIRS OF \ ANCHORS&AT 3" ° x=FRAME x x ANCHORS 1 FROM TOP& i i 1 98 {TOTAL 8 "rj —' ANCHORS 21.MAK BOTTOM o 14' i®) o UNIT ANCHORS) MAX.O.C.' HEIGHT O.C. PER JAMB 4.051" "MAX.TO OPENING y& •I 14 MAX.O.C. 0 o=P-HOOK EDGE OF POCKET SEE u I O ANCHORS x x (SEE JAMB INSTALLATION i ow I® Z DETAIL BELOW DETAILS'Jc'&'Kc', ,m °� (71 0=P HOOK ) END PANEL SHEET 14&PART MOUNTING x ANCHORAGE DETAILS V'&'K', i y j ,°, r W MAX• ADAPTER x 24"MAX. (2 ANCHORS) SHEET 19 FOR i a Jam® jlotl �+ ANCHORS X z O.C. P-HOOK L-- _s"M x x x - x x x xx xxx x� `✓ END PANEL "+2" ANCHORS ..111111��------ ANCHORAGE END PANEL x' x. x x x x x x x x x x' 6"MAX. ANCHORAGE(SEE ANCHORAGE "� x' x xx x x' �.+2, ^+2, SKETCH BELOW) (SEE SKETCH BELOW) �.+2, ✓�^+2" `�"+2" ANCHORAGE CENTERLINE 8"AJAX.,TYP. ANgHORAGE 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. 160"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6„ SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE T— 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED 1N TABLES 1-3,SHEETS 6-8:_ EXT HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21^ OCCURS AT THE P HOOK. NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCAND STRAIGHT AND CORNER MAX, PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OFA DITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY; Eu 5.64" "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOF CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT I 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: 6"MAX. CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR �2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ! ANCHOR PAIR PRODUCT RENEWED "+2"ANCHORAGE 1Q CD1"plyb*with the FWt" REQUIRES SEE"C5"CLUSTER':, END PANEL DnildingG de 4 ry CENTERLINE CENTERLINE 12 "C6"CLUSTER,SEE {� DETAILS,SHEET 10' ANCHORAGE Au<pwx)D • DETAILS,SHEET 11 I NTERLOCK FOR ASTRAGAL I ASTRAGAL {2 ANCHORS) 8^ 8' O Pa J �Z + 0 4.051" 1 1 MAX. �Y,nni redo ct(k�� _ti • • • • s • + • • \ N� LYNN , 47 a - -- • -. CENTERLINE CENTERLINECENTERLINE No.58/05 EXTERIOR "+2"ANCHORAGE +2"ANCHORAGE—/ _ --f _ OF PANEL 3 '+OF PANEL 4 OF PANEL 5 _ -4 SEE SHEET 11 FORpTHF,%IQTERMFsQATEANCHORS O j�( t`} t4l; Kamer wm KMRpq • • • • s • • • • p ., STA or Kevmex e«. K.Neb"e: •• i • • HEN E"t�'60�� s ANCHORAGE SPACING&EXAMPLE PLANS sl�-�of;�orG��` Kna18x ati K..rw,.: ..• • • L5a SERIES 770 ALUM.SGD-LM IMPACT .,�//ONA1_ \�0. aa"nsr nate: cneeea mm: smxw.r se4st+ec u.,1VKa nr`. A.IYUIJ MILL�t),P.E. JR 10/10/14 CERT.OFAU7H.M2929e ® SGD-770 NTS 1 9 a 22 PGTO130 P.E.#58705 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE i ASTRAGAL OR SPLICE LOCATION 2.04^ INTERLOCK-4—IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK'IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 1.75" EXTERIOR 6"DIAG. 3.5" 7" 7" 1.75" 3.5" 21" DIAG. 4"DIAG MAX. O.C. EXTERIOR 2.04" 2.04" 2.04" 21" 5.64" MAX. EXT�fE1R,IOR 3.5 7" EXTERIOR 4"DIAG. 7„ -a EXTERIOR 7" 3.5' Q C v 7 6"MAX. 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL `! 2-TRACK FRAME HEAD/SILL f 5.64" � (a)ASTRAGAL OR INTERLOCK ()-ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 61,Mpx ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"05") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR F4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORSPLICE LOCATION "DIAG. FRAME JAMB INTERLOCK--hF NEEDED INTERLOCK--I CONDITION,USE INTERLOCK-IF NEEDED2.04" EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE , "C6"CLUSTER DETAIL) CENTERLINE 3.5" 7" 3.5" ANCHORS MAY BE INSTALLED I 21" EITHER IN THE EXT.OR INT. 2.04" 4"DIAG. MAX TRACK(INT.SHOWN) 4.08" 4.08" O.C. 2.04" 5.64" NOTES: 1.ALL DIMENSIONS SHOWN EXTERIOR7" EXTT3-TRACK FRAME HEAD/SILL ERRIIOR 7" 4"DIAG. EXTERIOR 3.5" 3 5, ARE BASED ON MIN. 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL V 6 MAX. ALLOWED. 2.FOR HEAD OR SILL SPLICE Cil ASTRAGAL OR INTERLOCK (dASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK LOCATIONSlANCHORAGE AT (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C5") i ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR FOR SPLICED ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE CONDITIONS ONLY: {— f (FOR SPLICE CONDITION,DO NOT INTERLOCK--1 IF NEEDED INTERLOCK�I CONDITION,USE INTERLOCK USE THIS DETAIL) SPLICE LOCATION CENTERLINE I CENTERLINE CENTERLINE IF NEEDED �{ 1 75" 'C6"CLUSTER DETAIL) 3 5" 3.5" { 3.5, 3.5" 7" Pill Id. 2.04" 4"DIAG. 2.04" W4"DIAG. 2.0V owidi i bg eed. 4th F :- -j./2.04" 5.37"DIAG. 4DIAG. E1>a+e �— Me 4.08 .04""DIAG. XTERI �" EXTERIOR3.5" P�.•��GFNSB '•.FAQ �i 4-TRACK FRAME HEAD/SILL �•i i 4- �IEIUALLO •i• 4-TRACK FRAME HEAD/SILL (@ ASTRAGAL OR INTERLOCK (d ASTRA'T GAL�R INT0-ASTRAGAL OR INTERLOCK _ ^ No.58705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") = t T ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION Re.aeey. ^^ 0 • • • • • • ! • • °"b `"` Q`•, STATE 6V IVE ••••• • • 10007i42i�5 •• • ANCHORAGE, mNEx vC.¢HORGsuEc,EXAMPLE CLUSTERS •.— ? ,@_ • • NAIE600 RIES 770 ALUM.SGD-LM IMPACT "rIIi I W /suJ•eT0130 A.LYNN MILLER.�P. �E�. -- P.E.#58705 JR a1a0114/14 CERT.OSGO-770 � � • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.04" 2.04" 2.04" NOTES: INTERIOR 2.04" INTERIOR INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN 6.94" ARE BASED ON MINIMUM 4"DIAG. 4"DIAG, 3.5" ALLOWED. 6.12" 6.12" 3.5" 2.DETAILS DEPICT ANCHOR INTERIOR 3. " INTERIOR INTERIO INTERIOR 1 ° QUANTITY AND SPACING, 90° 90° 3. "7^ 1 ° EXTERIOR AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4" 3.5" 4" 3.5" 3 4" EXTERIOR ANCHOR 2.04" EXTERIOR 2.04" 7" 2.04" EXTERIOR 4^ 2.04" 7' 8.94" EXTERIOR 90°CORNER 90"CORNER 135^CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ��OF PANEL ANCHORS ARE REQUIRED,"�qAD ANCHORS ARE REQUIRED,"CB") ANCHORS ARE REQUIRED,"04" ANCHORS ARE REQUIRED,"C6") 4.08" ^+2"ANCHOR INTERIOR/ / EXTERIOR INTERIOR 4 W ^+1"ANCHOR 2.04" AR4" 3.5" INTERIOR 7.41" I 4"DIAG. 7�� 135° 3'5" CENTERLINE EXTERIOR PANEL .3 I « OF3.5 ' ^+3"ANCHOR 4. 4.08" 7"5.37" AG. CENTERLINE 2�« 4"DIAG. 4" 35" OF PANEL EXTERIOR 7" 4" INTERIOR QN "+2"ANCHOR 3.5" XTERIOR ALL 7„ 90"CORNER 135°CORNER VIEWS CENTERLINE 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ("C6 ANCHOR CLUSTER REQUIRED ("CANCHOR CLUSTER REQUIRED OF PANEL 6" AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. ERRE I FRAME HOR LA LL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" INTERIOR 2.04" 2.04" 6A2" 3.5" EXTERIOR �CENTERLINE 4 INTERIOU5_88 OF PANEL INTERIOR gp° 4 3 5" ° "+3"ANCHOR 2.04" 7' _ pRQDUCt'RENaWEU w amply[%with t[e Fboridn G 3.5" auitdi,%codoD�k ,1►f- -�A 6.12" 4"DIAG. 6.12" 4.08" Acapt{mce No d! � 7" EXTERIOR Ex r \1i"qui O:.de P,`�iiLi S'ntro 2.04" 3.5"° 4" • • • •• 3.5�� 4"DI • EXTERIO V"• • • • • I CENTERLINE N�LYNN A11 7% EXTERIOR 7" • • • • • • • 2.04" �QF PANEL �`a'��•'��OSNsg'1�Fq 90"CORNER • 5°G� N • •• . 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAIYSILL• • • •• 4-TRACK FRAME HEAD/SILL No.58705 ("CS"ANCHOR CLUSTER REQUIRED ("08"ANCHOR CLUSTER REQUIREDINTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) Re.saty. am: Rewam�• • • • • • • • °i°OV6r` �� FTATE OF ,: 44/ Rin 1o7orEc1lNoeocvau ANCHORAGE,EXAMPLE CLUSTERS "-O` '• FLOR104. (�~ .• :VE NCE,FL61:7b • + SERIES 770 ALUM.SGD-LM IMPACT �SSIONAG`ti�a ` aewae�c �_1�0110114 "' AL�fSN},IILL�R\PE.a""Wx. a".By. am:JR CERT.OF)UTM.9'19298 SOD•770 PITS 11 w 22 PGT0130 P.E.t158705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • INSTALLATION DETAILS EMBEDMENT.SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EXTERIOR 2-1716"' 2-1/16"' 2-1116"• NOTES: 1/4" �__ 1/4" 1/4" 1.ALL DIMENSIONS (� MAX o MAX, MAX. SHOWN ARE BASED �r SHIM EXTERIOR SHIM EXTERIOR _ SHIM ON MIN.ALLOWED. j 2.METAL OR WOOD EMBEDMENT: i � � � � � � SUBSTRATES MAY BE SEE TABLE A, —1 USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR 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 1 "DIAGONAL O.C.IS 2-TRACK FRAME HEADE 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) Aw WOOD INSTALLATION K0 WOOD INSTALLATION METAL INSTALLATION OR 6"(JAMB)SEE WOOD ANCHOR TYP., 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,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR "SHEET ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) 1 SHEET 1� 1 SHEET i� (1/4"MAX.) :.; _..,;,, 1 (114"MAX.)EXTERIOR 1 EXTERIOREXTERIOREMBEDMENT:SEE 2 1/16"' � 2 111 �2 1116"` TABLE A,SHEET 1 EDGE DISTANCE: EDGE DISTANCE: : SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 S1EMBEDMENT:SEE TABLE A,SHEET 1 EMBA,SHEET 1 2-TRACK FRAME SILL 6E 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dw WOOD INSTALLATION WOOD INSTALLATION PN' METAL INSTALLATION EMBEDMENT: TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 -'I SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, METAL TYP., TABLE A,SHEET 1 �I SHEET 1 SEE ANCHOR 2XWOOD NOTE 4,SHEET 1 2X WOOD EDGE DISTANCE: SEE TABLE A, PRODUCT RIENBWBD TYP.,SEE ANCHOR SHEET 1 N TYSEE ANCHOR 2-1/16", w "I NOTE 3,SHEET 1 NOTE 3,SHEET 1 COd�� '��Of�B Build SMS ANCHOR TYP., me Code SEE ANCHOR NOTES Aoaytm No----- � 2-1/16"• E�- Ion,Onte —g z WOOD ANCHOR TYP., 2-1/16" &TABLE A,SHEET 1 MIN,OF 3 T ZO SEE ANCHOR NOTES WOOD ANCHOR TYP., THREADS &TABLE A,SHEET 1 SEE ANCHOR WQTEg• • • •• BEYOND THE EXTERIOR &TABLEA,:HEET1 • EXTERIOR METAL LYNN 4114 / EXTERIOR • • • ••• • p SUBSTRATE `� ��,' \GENS ;FSP 114"MAX.SHIM 4�— n 1/4",, b „r j i� • • • • V V i 1i^ W• • • • • •• 1/4"MAX.SHIMI-- st _ No.58705 2-TRACK FRAME JAMB3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Gw WOOD INSTALLATION e WOOD INSTALLATION \,Iw METAL INSTALLATION -"' �f��'' a'- ;ro : 113 I RdM B/. Deb: pmbbu: • • • ••• Cee"(pcb[ i� ', , SThiE OF • fo7oTEGHNQSOOY�NE ANCHORAGE DETAILSwft •• N.VEq/CE F!•99275• • • ��' • Isa1}4eo reos• • • • SERIES 770 ALUM.SGD-LM IMPACT /Of 1A� \ \ • • • s.iaw�ar s ue*+nw. pn A.L1101,41.11LLtO,%P.E. CERT.OFAUTH.#29280 ® SO0.770 NTS 12 a22 PGT0130 P.E.#58705 JR 10110114 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE SEE TABLE A,SHEET 1 4SEESHEET 1 SHOWN ARE BASED TABLE A,SHEET 1 CONCRETE CONCRETE PER TABLE ON MIN.ALLOWED. 2-1116"' PER TABLE 2-1116"' PER TABLE6"A,SHEET1 A SHEET1 A,SHEET 1114"EXTERIOR : ;... : -' .`::. MAX. MM 4-(HEA;&SILL) Tj SHIM OR 6 JAMB SEE EMBEDMENT: J 1/4" EXTERIOR 1/4" EXTERIOR DETAILS,SHEETS SEE TABLE A, MAX. a MAX. 0&11 SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., 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 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION W CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X 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,SHEET NOTE 5, NOTE 5, 1(1/4"MAX.) SHEET 1 SHEET 1 T � (114"MAX.) I {1/4"MAX.) - EXTERIOR I EXTERIOR 1 EXTERIOR i CONCRETE 2-1116 2-1116"' �2-1/16"' PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET- EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 CK ME SILL Oc CONCRETCK E NSTALLATION Ec COME SILL Ila NCRETE(INSTALLATION Fc COCK FRAME SILL NCRETE IA STALLATION EMBEDMENT:SEE TABLE A,SHEET 1 �I EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 -yI SHEET 1 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE 1 SEE TABLE A, 1X WOOD BUCK TYP., TABLE A,SHEET 1 SHEET 1 SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: PROPERLY SECURED SHEET 1 1X WOOD BUCK TYP., SEE TABLE A, 1X WOOD BUCK TYP., PRODUCTRENBWBD SHEET( 2-1/16"' asmmvlyfiv wtri tAe Florida SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONC./CMU ANCHOR Building Cede SHEET 1 SHEET 1 TYP.,SEE ANCHOR tonne N.. CONC./CMU ANCHOR 2-1116"' 2.1116„, NOTES&TABLE A, Pira)onAan f�� TYP.,SEE ANCHOR CONCJCMU ANCHOR SHEET 1 CONCRETE p r ! NOTES&TABLE A, TYP.,SEE ANCHOR OR CMU i^ni Da SHEET 1 CONCRETE NOTES&TABLE A,•• • *•• • • •• EXTERIOR PERTABLE ` .........1144 EXTERIOR OR CMU EXTERIOR •SHEET 1 • • :ACFtTE R A,SHEET 1 \ .•'',OFNSf P I PER TABLE _RR • • • • !)RCMU• �J :' 1/4"MAX.SHIM I+ A,SHEET 1 V 1!4" �.Sti —�`I • pE•s E � _ • ASH 1/4"MAX.SHIM –yI I•--• Y`'• No.58705 2-TRACK FRAME JAMB ja 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION ffic_j CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION RonOBy ne,arev: • • • ••• • nmbse ' ;;TATE OF DN, • • 1070T>=crrn�ocr1AIE ANCHORAGE DETAILS -'��'' Ftoa�oP.•'G��; Re.rw,a: • N.VEg/CE,A•T4275• • i *'* �'•S`s/ON At\_ awmay am ,:, • �„ ,�,• • • • SER/ES770ALUM.SGD-LM IMPACT 7�,,7111,,�� • • • o„y, e r aax no�vra a.. A.LYNN MILLER•P.E. CERT.OFAUTH.N29296 ® SGD-770 NTS 13 °�22 PGT0130 P.E.p 58705 JR +ami+4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WATER SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONC./CMU PURPOSES ONLY.SEE O a ANCHOR TYP.,SEE SEE ANCHOR NOTES TABLE A,SHEET 1 FOR EMBEDMENT: --- &TABLE A,SHEET 1 2s ANCHOR NOTES& ALL APPROVED SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 SUBSTRATES. SHEET 1 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: SHEETS 6 8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED TP-HOOKHOOK 26 EXTERIOR SHEET 1 ADAPTER CONCJCMU AND MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., ANCHOR TYP.,SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES P-HOOK ANCHOR NOTES&TABLE ALSO SEE EXAMPLE &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE I A,SHEET 1 (ALSO SEE TYP. CMU PER TABLE 2.6 . A,SHEET 1 TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. 93"MINSHEET 9 ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION, ) ®P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS �+ PARTS#18,#20,#22 OR#24, Jc PARTS#18 #20,922 OR#24, 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 ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE ADAPTER CONCJCMU SEE: CONCRETE OR NOTE 4,SHEET 1; EMBEDMENTADAPTER SMS TABLE A.SHEET 1 � ANCHOR TYP.,SEE TABLE A,SHEET 1 CMU PER TABLE MIN.OF 3 THREADS ANCHOR TYP.,SEE ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 A,SHEET 1 SUBSTRATE &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP. 28 (ALSO SEE TYP. SEE TABU A, ILLUSTRATION,SHEET 9) ILLUSTRATION, 2� EMBEDMENT: SHEET9) SHEETI SEE TABLE A, E DISTANCE:SEE SHEET 1 TABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE 30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR D SEE ANCHOR NOTES n ANCHOR TYP.,SEE %SwmWvb& Wtk Ftwida &TABLE A,SHEET 1 V ANCHOR NOTES&TABLE Bwla oe t oee _ (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. e' >�u �" ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9 fw_ i ) Mixmi Daaa Pr(�I�gtIQ'Aaryq!!,/ P-HOOK FOR USE WITH BOX SILL RISERS •• ••• ••�P-HOOK FOR USE WITH BOX SILL RISERS oNy 41((�i7 Kw PARTS#19,#21,#23 OR#25, • • •• • • • • • Kc PARTS#19#21 #23 OR#25, METAL INSTALLATION EXTERIQR •• • • • • ••• • CONCRETE INSTALLATION EXTERIOR t- SEE TABLES 1A,2A&3A MOUNT MOUNTr ( O— NL�t• ••• •• ••• • ••• (SEE TABLES 1A,2A&3A ONLY _ No.58705 FOR WATER RATINGS) FOR WATER RATINGS) 4l 0•-.- sYnTECOF ;•'\�� ,,,,,,By ma, R. ; ' f070TECNHq`OGYgQNE ANCHORAGE DETAILS ��'•..F/oRo.•��rj, •• K -4jCE•F104275• • • «.,4� a� a. . �„�,�, . • • • SERIES 770 ALUM.SGD-LM IMPACT ••• • • • s.+uwraam weer a,e"eem A.LYNN MILLER,P.E. avd�By °"°' ® scan0 Sl 14 -22 PGT0130 P.E.#58705 JR 10/10/14 CERT.GFAUTH.#2H295 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL W, DLO TYP.PER TABLES 1-3 INTERIOR SHEET 18;INSTALLATION WIDTH DETAILS'AW'&'Ac',� EXTERIOR SHEETS 12&13 "-1 90" PANEL 7PANELPANEL TypE PANEL CORNERDETAIL'N2',TYPE QS' TYPE SHEET 19&CORNER A' K' ANCHORAGE SHEET 11 NOM. MAX.UNIT MAX' PANEL MAX. HEIGHT INTERLOCK DETAIL PANEL WIDTH TYP. DLO PER M',SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1-3 Gj X JAMB DETAIL'G3',SHEET 18;INSTALLATION DETAILS GW&'GC,SHEETS 12&13 SILL DETAIL'D',SHEET 18;7 90' INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-)(X/)(X 'DW&'Dc',SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8X1" #10 X 1-1/2" PH SMS PH SMS PRODUCT RENEWED u complying with the Ftorida ucep Code " PANEL CORNER FRAME CORNER x'""°''70 1ief30010DETAIL DETAIL D97c1�(i 111N1/� NOTES: • • • • • • • • • \.�. ........... 1 SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPi1CABLE.SPE DPI C O Te1yC�L RETS 6-8 FOR MAX. ��cENSF p PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILSANE?*ECTST2-' FTR j tLLATiON DETAILS. ,k 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO WEEPER(lTEM406)AT4FRAtOE JAMROR ASTRAGAL. No. 810 _ 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. ReVartBy aete.' IE • • ••• • •s • DawbM1n' � � tATE ANCHORAGE DETAILS/EXAMPLE ELEVATIO , �, •... /ONn\. • • • • SER/ES770AtUM.SGD-LM IMPACT '�I I,,,,,,t• • • ® s.wuw.e smb: s+++� _ ALYNN MIJR 10/1CERT OFAUTH.#29298 SGD-770 NTS 15 ^'Z2 PGTa13U P.E.#58705 000 • • • • 000 • • • • • • • • • • • • • •• •• • • • •• •• 000 • 0 0 ••• • • CON FI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 ��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; i ^�—INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL'A',SHEET 18: MAX.LJAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw&'Ac', WIDTH 18;INSTALLATION DETAILS SHEETS 12&13 �'Gw&'Ge,SHEETS 12&13 DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 7 Typ, � SHEETS 12&13 1/ 90° EXTERIOR INTERIOR PANEL PANEL PANEL PANEL rAN/E PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL TYPE 'M',SHEET 19 R' L' 'D' 'A' TYPE TYPE MAX. CS' OS' K, MAX. NOM. UNIT 90°OUTSIDE CORNERPANEL HEGIHT SILL DETAILNOM. / HEIGHT PER CORNER ANCHORAGEL Nl%SHEET 19& MAX. WIDTH TYP. SEE TABLES PER D',SHEET MAX PANEL SEE TABLES SHEET 11 WIDTH TYP. NOTE 2, DLO PER NOTE 2, 1-3 18, DLO PER 1-3 INTERIOR HEIGHT TABLES 1-3 SHEET 15 INSTALL HEIGHT TABLES 1-3 SHEET 15 DETAILS EXTERIOR Gj a 'DW&'Dc', 1� a NOM.PANEL O X X X SHEETS 12 `i/ &13 , WIDTH TYP. �. X X X X PER TABLES MAX.UNIT WIDTH I MAX.UNIT WIDTH i-3 SEE FRAME& PANEL CORNER SILL DETAIL V,SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19� INTERLOCK DETAIL'&',SHEET 19 le.SHEETS 12&13� HEADER DETAIL 'JAMB� DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET B',SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETA11- 12%SHEET 18;INSTALLATION HEADER DETAION SHEET DETAILS'BW&'Bc', DETAILS'IW&'Id,SHEETS 12&13 18;INSTALLATION DETAILS Hw'&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 'Cw&'Cc',SHEETS 12&13 I� MAX.UNIT WIDTH i MAX.UNIT WIDTH ----- PANEL PANEL PANEL PANEL I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE 'R' L' 'M' F' I M' F' F' P' � i MAX. MAX.UNIT NOM. w'o I NOM. UNIT RODUCCRME =T HEIGHT PANEL Za j PANEL HEIGHT w pty6v Mtthe Florida PER WIDTH TYP. ti a I / / I WIDTH TYP. / PER uildvgCode �8� TABLES MAX./ /SEE PER / 'W ss I SEE MAX PER TABLES .Vimi- ° t3 1-3 DLO TABLES 1-3 s a I DLO TABLES 1-3 1-3 NOTE 2, a o OTE 2, p�Ce HEIGHT m HEIGHT - SHEET 15 m I SHEET 15 Mi»mi Dadr Prod,�dct C�cntml a•• • I • • •• ,� 1�11�1! O • • • s X O \\\CNS 1YNN R4/(e��'7i. •_Y I • • EXAMPLE:OXXXp SILL DETAIL'E',SH ET�18; • EXAMPLE:XXXO SILL DETAIL F,SHEET 18; (3-TRACK, RIGHT POCKET} INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS EW&'Ee,SHEETS 12&13 FW&'Fe,SHEETS 12&13j LS rt..saey. a.� Re,a:,+,: • • • • • • • a°.aya.. �O'. STATE O _' \; a� f0707ECHN0lOGY EXAMPLE ELEVATIONS P�•., • N VENICE FM84275• 10.Z./t," E. • • SERIES 770 ALUM.SGD-LM IMPACTN.VEACIHE [��T a.J er. CERT OFAUTH.&29298 SGD-770 NTS 16 +22 PGT0130 P.E.&58705 JR ••• • • • • ••• • • • • • • • • • • • • • •• s• • • • •• •• ••• • • • s•• • • PANEL'S RIGHT STILE TYPE PANEL BINDLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER IN CORNER EXT CORNER INT CORNER EXT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER TYPES OUT IN STILE W/HANDLE BOX OUT BOX IN W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE go 136 W HANDLLET1 W!HANDLE -Tcll —� #120 #119 #61 #118 #81 #61� #81 #61 SINGLE F PP K TR INTERLTQ TC TA TV TW OUT OCK !�°� SINGLE B E P AC INTERLOCK C IC SQ SC SA SV SW IN MCXa1T mox" SLE RR R Smox"m S FD FC FV FW LOCKSE ME D M J J W/HANDL (sorra//) /eoX#6 L1.1 ASTRAGAL BOX our L R p PANEL NOTES:W/HANDLE /Soxan7 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGAL A/ SIZES&DESIGN PRESSURE. Box IN 1 V LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF � W/HANDLE teoX99 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS �-- ASTRAGAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. BOX our 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES (BOX(xm fwxom (#61),CORNERRECEIVER(#118)ANDEITHER PANEL"E"SHOWN-SEE TABLE FOR OTHER PANEL TYPES AND LL ASTRAGAL ❑ T / EXTERIOR(#119)OR INTERIOR(#120)CORNER BOXIN �—r v APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J mox" MDX`9 4-135"ASTRAGALS TO USE HEAVY-DUTY STILES 90 LOCKNER RT VI 90 LOCKSTIIE (#61)AND CORNER ADDON(#31). J W/HANDLE#120 232" 11J EXT CORNER SILL RISERS OPTIONS 232" ��` Z 90 W/HAN LE#119 QT QS Q W/HANDLE„119 —rj Imo-- .232' �� EXTERIOR II EXTERIOR .062" EXT CORNER '232" EXTERIOR 062• 90 RECEIVER CT CS EXT R a a 4.055" W!HANDLE V A62' 3.305' #118 2.555' INT CORNER#&1 1.567" W RECEIVER AT AS DF •D62" WI HANDLE`t 118 EXT CORNER #118 /� nSiLL RISER,F`LAT` SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVERS-�' I.IF FLUSH,1-112" ?g LOW,2-1/2" 22 MEDIUM,3-1/4" 2A HIGH,4" #81 750"PRODUCT RENEWED EXT CORNER mit 760" —� 1_— wwmply.%wl,—FlonM 35 RECEIVER VT VV VF I EXTERIOR BrJIaNB C• W/HANOI-E /� — Imo-- .760" .062"Acorytence No INT CORNER #311 EXTERIOR EXTERIOR I EXTERIOR OSY a Bxp''„•,,,,,, WRECEIVER WT WS WF a� .986” a .962• a 4.055" / "'�'�.r ! W/HANDLE #61 3.305' 9p--- ••• • .OBr • 2-555" Miisri Date Pn �YV 71-1 I i • �s6: 144� ioNl LYNN Asj/e4 1-1 • •• • • �•is •`�`.•'��oeNSE'•, ••• 1Lt E}S OXIr ZIbL RISER,BOX 23 SILL RISER,BOX 25 SILL RISER,BOX FLUSH,1-1/2" 1 LOW,2-1/2" MEDIUM,3-1/4" HIGH,4" =Yc; No.58705 NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 Rmas,- o"m: r+s,trru: osoznar t : 10707ECHN0400Y04W PANEL TYPES _ %C,t�,�'..•FtoRto?:.•'�(j SewEey: rbd: aeNN a •: NWR*CE,Fl./1275: • • rx /�77/S`S/C�I�I��-�C�`: ••• r3ana5o-Iso: • • SERIES 770 ALUM.SGD-LM IMPACT or�„ay:am: a,er;"e oua: s.wwdrt s,w: NTS }7'1 o,+wnrn am A.LY�'44 AII� A'P.E. JR tata}a CERT.OFAUTH.1!29285 SGD-770 '�22 PGTO}30 REX 58705 000 0 0 0 000 41 0 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6o OR 61 105 106 FULL PANEL JAMB LENGTH LOCKPART 17 14 106 FULL OF JAMB LENGTH 14 75&107-11 60 OR 61 e 5 da G3 600R 81 16 5 G1 ss OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 6"LONG CLIP#105 WITH FOR FIXED 105 W1 RETAINER#106 OPERABLE 88 �OCA1C PART 113 MID PAN (SHOWN WITH PANEL) PANEL CLIP FIXED PANEL TOLOCK PART SEE DETAIL G2 5 THE INTERIOR) _UEXTERIOR 103 113 75$107-i1 103 FOR FIXED 5 60 OR 61 EXTERIOR PANEL CLIP 103 14 _. 15 5 112 1g 17 123 FULL LENGTH G2 40 G4 600R 61 #10 X 314" OF JAMB rt EXTERIOR SMS,X 3 2-TRACK JAMB 2-TRACK JAMB I-T_EXTERIOR 1 yEXTERIOR �L,EXTERIOR CLIP#80 OR#105 51 52 WI SCREEN ��/J / �/ 6"LONG W1 RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ 80 (SHOWN WITHH1 (SHOWN WITH HZ (SHOWN WITH I1 (SHOWN WITH I2 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR �EXTERK)R 2 112 1 3 4 45 5 113 5 113 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 �] a 3-TRACK /6-Ej�4-TRACK MAX.UNIT OPO SC EWN ITH 2-TRACK EN A FRAME HEADCREEN FRAME HEAD C FRAME HEAD EIGHT PER TRACK TABLES 1-3 53 69 69 69 52 51 EXTERIOR EXTERIOR 72 OR 73 72 OR 73 72 OR 73 RODUCT RENEWED 46 11 ws cwnPlYl^B wldttha Florida q 113 10 Dolldlog Code��E �V 48 47 11 9 1i AaNtance Tao 0 8 E pi 112 EXTERIOR 5 113 113BY a 5IYNN . kiixn�i DnsleP y<I Ct`�� ®2-TRACK WISCREEN 3-TRA K 0 0 0 0 0.0 •• ®4-TRACK r �1cENSF D FRAME SILL FRNNG SILL•• • • • •• F FRAME SILL No.56705 ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. S !L; , w,wey: aro: xexwv, S FATE O- CCI; 6 are: • ro7ar>icH,voLocvoslvE • RTICALSECTION DETAILS �:�'� ofP, �NP 6evM aax • . WI FLiJ275 i• i • i • �!S „ � ,600 SERIES 770 ALUM.SGD-LM IMPACT 7,,, • •• • si ansae o„'*nµ' R°`' A.LYNN M AV� ,P.E. ore»"ey aro. cn«ia' are. CERT.OFAUTH.#29296 ® SGO-770 NTS 18 w 22 PGTO130 P.E.#58705 JR 10/10/14 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 5 4 Bt 113 118 tt� 28 28 7 30 11 113 27 83 2g 27 63 103 62 111 63 60 OR 61 60 OR 61 60 OR 61 65 29 14 29 120 65 1 65 6 o! EXTERIOR 111 62 �.y EXTERIOR 111 62 900 EXTERIOR v EXTERIORJLNTER!1OREXTERIOR n ®P-HOOK FOR FLAT SILLS e P-HOOK FOR BOX SILLS � INTERIOR �J J (EXT.OR INT.MOUNT) K EXT.MOUNT ONLY PARTBOOR 61 LOCK PART07-11 75&107-11 75&107-110 61 5 �INTERLOCK M 14 113 60 61 81 1185 EXTERIOR 113 V EXTERIOR 113 11 v 113 103 119�EXT£RIOR 7 67 68 STANDARD -INSIDE L1 WITH STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 6_,'�,90-OUTSIDE ES 1Y60L2 WITH HEAVY-DUTY STILES#61 N1 2 TRACK SHOWN CORNER N2 2--TRACKS OWNSH ER ;ITEM (HEAVY-DUTY STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. QINTERIOR WEXTERIORrl 1 LOCK PART 75&107-11 4 INTERIOR 5 $ 4 INTERIORPRODUCTRENEWED 11wcomplY�BmIhthetlo47BuildlnS C-&Aceeptmicc No14 Expi IW Dere61 32 •• ••• • • gtLOCK PAR 31 103 61 EXTERIOR 7 • • •• • ` ate(LY75&107-110 14 • •• • �O !F •• ••• ••n ZfiRgCK_H10� 4YVA 135°OUTSIDE CORNER �. : k 01 2-TRACK SHOWN _ No.58705 C , �o�r48r a.rs R„r ='3� •'•. JATEOr er mw • +070 recHHoLooroA w : • • HORIZONTAL SECTION DETAILS,CORNERS %Q�. FLOR\or•' �Ci� • N.VEAWE F1 04275 • • m. wa4er. mr� Rte: • �, '',�,p ;' • ' RIES 770 ALUM.SGD-LM IMPACT '/�SS/ONAl, w..n ey aw pwam mw: ® A�LVNNMI4LE14�P.E. JR 10/10/14 CERT OFAUTH.#28'188 SOD-770 NTS 19 22 PGTO130 P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item PGT PGT# Description Item PGT PGT# Description NOTES: Ow .# 1)ALL ALUMINUM=6063-T6 1 17306 617306 2-TRACK HEAD 56 OUANEXTRUSEAL DURASEAL SPACER(COMPOSITE 2 17303 817303 2-TRACK HEAD WITH SCREEN RAL SEALANT/DESSICANT) 2)ITEMS#3339,57-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 60 17325 617325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 61 17328 617326 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 62 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME HEAD/JAMB ADD-ON 63 1225 6TP248 VINYL BULB WSTP.-THIN ONSOE INTERLOCK) MIN.#10 SMS OR 3/16"MASONRY 7 17304 617304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER ANCHORS Q 24"MAX.O.C. 9 17307 617307 3-TRACK SILL 67 17329 617329 ASTRAGAL 10 17310 617310 4-TRACK SILL 68 17339 617339 HEAVY DUTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 89 17324 617324 TOP&BOTTOM RAIL 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71 1695 71695 1-112"X 1"X314"HIGH FN SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY. 16 17308 517308 3-TRACKJAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 17 17311 617311 4 TRACK JAMB 75 8185 781 B5X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 18 17322 817322 SILL RISER-FLAT,FLUSH,1-1/2" 76 71032XiFPFX 910-32 X V FL.SS SCREW W/TYPE"F"TP 19 17319 617319 SILL RISER-BOX FLUSH,1-112" 77 7103239 1032 STEEL ZINC U-NUT 20 17321 017321 SILL RISER-FLAT,LOW,2-1/2" 79 17357 617357 1"10 BEAD 21 17318 617318 SILL RISER-BOK LOW,2-112" 80 17359 617359 7118"BEAD/FRED PANEL CLP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 81 17360 617360 9/16"BEAD 23 17354 617354 SILL RISER-BOX MEDIUM,3-114" 82 1224 OTP247K VINYL BULB WEATHERSTRP 24 17323 617323 SILL RISER-FLAT,HIGH,4' 83 61745 1745 LOWE INC,1/2'X 1/16"SGL.SIDE ADH.TAPE,POLYETH. 25 17320 617320 SILL RISER-BOX HIGH,4' 100 8052 48052 ROLLER ADJ.HOLE PLUG 26 17333 617333 POCKET P-HOOK 101 72087 JAMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1698 71696 DUST PLUG 28 17334 617334 POCKET P-HOOK MOUNT 103 8188 78186X 1"KEEPER 29 17335 817335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER 30 17348 617348 POCKET P0100K FOR BOX RISER 105 17344 617344 FRED PANEL CLIP-6"LONG 31 17378 617378 135 CORNER 106 17352 617352, FOEO PANEL RETAINER-9116- 32 17376 617376 135 FOED MOUNT 107 1739 71739' HANDLE KIT-INTERIOR RAISED WITH THUMB TURN ITEMS 4053 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710X74PPSOAX#10X314"PH.PN.TEK-S.S. 43 8152 68152 SCRE EN INTERLOCK ADAPTER 112 1235 67816' WSTP,.270 X.170-FIN SEAL 44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 64066 .187"X.230"FNSEAL 45 4317 612256 SCREEN TOP—RAIL 114 71OX115PPX #lO X 1-112' 46 4318 812257 SCREEN BOTTOM RAIL 115 710XPPT #10 X 1' 47 668 7SRAZ STANDARDROLLER 116 720XIX 914-2OX1'S.S. PRODUCT 0,as wmpl b* 48 668 7SRAX STANDARD ROLLER-ST.STL. 117 72OX112X #14-20X1-1/2'S.8. Buildi�NO 49 4344 64344 SCREEN ASTRAGAL 118 17338 617338 90 DEGREE CORNER RECEIVER Accep50 17349 617349 0)43 SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTS DE CORNER ASTRAGALB51 1692 61692 SCREEN SPLINE-.185' 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL By52 1694 61094 SCREEN SPLINE-.150' •123••1735 • 617&52 FDQ&D PAWED,RETAINER,7/8" Miami 53 61818020 SCREEN CLOTH • • • • • • • • • (-Y N A11 • • • • • • • • oN. <<F 54 1725 1f2'X4"X1/16"SET.BLOCK,NEOPRENE 85+/S • •• ••• • • ••• • ��,.•'�10EMSg 'Q 55 1728 1'X4"X 1116"SET.BLOCK,NEOPRENE 85+/{ • • • • • • • • • Q� •.r�.� •• ••• •• • • • •• _ No.58705 NOTES: 1)ALL ALUMINUM=6063-TS _ 2)ITEMS#33-39,57-59,66,78,84-99,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. r 61 - RnsCBy aw Rsriim: ST OF �U\ 1o7onclwoLooyDNVE • PA1�TS LIST <oR1o..•'C� • .VENCE,fL•A275 • • tw `S R;; . a»: ,: o„ •!� •• `S�ONAI- • • FRIES 770 ALUM.SGD-LM IMPACT '� •• )+iia • T 1 u n r11 r ar aT7 A.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAUTH.#28288 SOD-770 NTS 20 d 22 POT0130 RENS8705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 5.069" 8.562" --"� 1'38" � 1.36" " 0.080" ILI 1.505" 1.872" L211" 1 0.081" SCREEN 1.019" J. 0.062" - 0.081" 0.081" O2-TRACK HEAD to 4-TRACK SILL 40 (6063-T6 AL) (6063-T6 AL) STILE 8,198^ " (6063-T6 AL) 6.198" 6.526" 5.069 0.080" r- 1.045" 1.211" 1 505" -1 _SL 1.993" 0.062" 0.081" O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL (6063-T6 AL) (6063-T6 AL) to 2-TRACK JAMB TOPE 45RAIL (6063-T6 AL) (6063-T6 AL) 7.105" 2-TRACK JAMB W/ 6.221" 15 SCREEN TRACK -T 0.080" (6063-T6 AL) -�{ 1.36" f 1.505, 5" 0.875" 1211, } 1.36" 1.993" 0.081" O 3-TRACK HEAT-1-D O 2-TRACK SILL W/SCREEN TRACK L 0.062" (6063-T6 AL) (6063-T6 Al)l 0'081^ SCREEN as BOTTOM RAIL (6063-T6 AL) 9.142" 0.081" 4.49" 0.080" 1.21y11" 1.505" 7.105" 1 0.081" 9.141" T O4-TRACK HEAD O2-TRACK SILL (6063-T6 AL) (6063-T6 AL) 0.060" PRODUCrRENEWED 1.514" complyingwAth FI"wWA . 0.062" WIding Code C/Vl'y AvCeptaNo 0.532F 0.760" i0 a a 1 1.260" " H Date 1 0.060" 1.516"r1.990" By .I_ • ••• • • • • • •• to-i nada P "u OFRAME HEAD/JAMB SCREEN O FRAME SILL SCREEtQ �f ME51L S N• ` .I LYNN 7//i� s ADD-ON t2 ADD-ON • •w3 A ••• •• 76 3-TRACK JAMB `��•\OExs�•<<Fp (6063-T6 AL) (6063-T6 AL) • • (6068-TPAt4 • • • (6063-T6 AL) •• ••• •• • • • • •• TC REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS• =zr: IJo.;5705 OR 3/16"MASONRY OR 3/16"MASONRY t7 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) ~' aro: 6i"'�'"'' • • • • • • • • SPATE OF o.n El r67afEcxxo�oorclervE • #TRUSIONS FtoR�ol ••K V!#fCE,Fdltd275• • • �� ``SS/�t\�`�.f��: •• •• • ! • • RIES 770 ALUM.SGD-LM IMPACT C ••.(941}{9016W . ii i�' aTM� A.LYIJI f M111Ll'E'R,P.E. JR 10/10/14 CERT.OFAUTx.#29296 SGD-770 NTS 21 w 22 PGTO130 P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.718" 0.83" 3.802" 3.802" 2.304" � 0.752" 0.752" I 1.163" 0.885" j 0.574" 0.796" f 0.062" T 0.264" 0.075" 0.233"0.080" 0.062" J0062- L J s SCREW COVER 11 SILL 26 P-HOOK 28 P H OK OUNTING 2g COVER RK SCREW 0 080" O P-HOOK FOR BOX RISER TRACK (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-76 AL) (6063-T6 AL) (6063-T6 AL) 4,. 4" 155" 2.30" 1.488" F1.739" 0.080" 0.062" � 1.303" 0.830" 1.600 0.133" 11800 0.062" -- :1Ll - 080" 1.870" 1.888" 3.125" 0.325" .016" 1.974" 3.125" � 0.062" 2.44" 31 135"CORNER 32 135"FIXED MOUNT a0 STANDARD STILE 61 HEAVY DUTY STILE INTERLOCK INTERLOCK OADAPTER OSCREW COVER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6083-T6 AL) 3.979" � 3.979" 4.125" 0.075" 0.062" 1.304" L 1.050"& 1.050" ('- 1.050"tdj[1� 0.075" 1.645" 1.645" � .611" 485" & � 045" 3.26 w 045" .045" 0.125"" 0.281" s7 STANDARD ASTRAGAL 6s HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79BEAD I.G. &GLAZING BUBEAD,FIXED BEAD 7/16"GLAZING 81 O 9/16"GLAZING O O O (6063-T6 AL) (6063-T6 & 6 AL) (6063-T6 AL) (6063-TB AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.003" 1.03" 4" 5.621" 0.757" �0,080 0.050" RODUCT RENEWED OFIXED complying with the Pbrida 105 - 0.709 2.893" 0.133" � SCT�'7 PANEL CLIP 1.498" 0.133 1.498 mu o �} (6063-T6 AL) 0.080" pat coo .550" -moi 0.863 •• ••• • • • • •• 4" lioini Uactt ProduM Control � 0.709" 123 FIXED PANEL �• $,g2�" • • i &RETAINER,7/8" • • •• • • • • • 120 90"INSIDE CORNER ASTRAGAL I LYNN 0.080" -►II (6063-T6 AL) 2'826 • 6063-T6 AL O� <<R ' • tis 9�i"?&T6AD:C IERASf�2AGAL { ) �t,•'...ENSf FIXED PANEL 118 90"CORNER RECEIVER "` (Ofi3rT6�) • • •• 106 RETAINER,9/16" (6063-T8 AL) _ i No.,8705 (6063-T6 AL) - 0 = 10701ECHNOLOOY1VE • EXTRUSIONS :U�, f'�oR�aP..•',��: ••N.VE]%E,FL•34275• • • Wws-y �� " " ` ' ' SERIES 770 ALUM.SGD-LM IMPACT '�S SIOt\AV- •••ranyso tsoo . �,,. o,."„w �� C ea cmro ® s«tw1Q �' sn2 a..wnw A.LYNN-ht 58705;P.E. JR 10/10/14 CERT,OFAUM Aa M Sa0-n0 NTS 22 a 22 PG70130 P.E.£1 saToS 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• i• • • • •• •• T Florida Building Code Online Page 1 of 2 � 2 WW r ., �,, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff \8CIS Site Map Links Search Business Product Approval i. �OE�SSfbnd� � �"" o JI USER:Public User >f 51.4..1 1 13?.yli.�:i?t .,;i!.a..:>< .!,::rJS15?('.L�a>Application.Detail A... FL# FL15558 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (541)205-1171 garyr@jeld-wen.com Authorized Signature Gary Rollinson fbc@jeld-wen.com Technical Representative Steve Saffeil •+••+• Address/Phone/Email 3737 Lakeport Blvd • • #000 •••••• Klamath Falls,OR 97601 •••• a • •• •• (541)882-3451 Ext 2900 • • • • stevesa@jeld-wen.com •••a•• *so* •••••• Quality Assurance Representative +••+ •••• • • Address/Phone/Email •••• •••• ••+•• Category Exterior Doors •• •• • •+•••• • Subcategory Swinging Exterior Door Assemblies •••++• • • Compliance Method Certification Mark or Listing • • • • • Certification Agency National Accreditation&Management Institute, •• • Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval https://www,flori.dabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKmQdIO tJtQt... 1/2 31/2 0 l 4 t Florida Building Code Online Page 2 of 2 Date Approved 05/06/2012 Summary of Products FL# Model,Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/or w/o Sidelltes .... .... _....- Limits of Use .Certification Agency Certificate Approved for use in li Yes Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other: Refer to installation instructions S-2104 for sizes, ;„i,f,L ' configurations,design pressure ratings,and installation Verified By: Hermes F.Norero,P.E.Florida P.E.73778 details. Created by Independent Third Party: Yes Evaluation Reports Created b Independent Third �— y p Party: Yes Back M:::xt Contact Us::1940 North Monroe Street,Tallahassee fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO-employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement.:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic mail to this entity.Instead,contact theofficeby phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455175(1),Florida Statutes,effective.October 1,2012,.licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product((ONAppr��oval Accepts: 01 0000 • • 0000•• 0000•• • •••• •••• • • 0000 0000 6090• 0000•• • • 0000• l • 0000•• ' •• •• • 0000•• • 0000•• • • • • s • • • • • *090••0 • w • •9009• https://wuw.floridahuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwt:DgvKmQdIOUtQt.., 1/231/2014 N { 74.5"MAX. O.A. FRAME WIDTH 70.25"MAX. OA FRAME WIDTH J��1\o Steel eel .75" 75"MULL 15.5"MAX. OA R .875"TYP. 36 PANE MAX. OA '125' TYP. f[I "BAR . SIDELITE MAX.FRAME WIDTH PANEL WIDTH 36 MAX. O.A 75" 36 MAX OA. 14"MAX. O.A. ENERGYSAVER/CONTOUR64"WOOQEDGEOPAQUESTEELOUTSWING W/ASTRAGAL PANEL MOTH P. �PANEL WIDTH � PANEL WIDTH IMPACT DOOR UNITS WITH&WITHOUT SIDELITES c � rn 1 J GENERAL NOTES ® ® ® ® 1 ® ® z N INACTIVE ACTIVE 6"MAX. O C ch 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING 80" 80" % OA D.L.O. Z a Q CODE AND HIGH VELOC17Y HURRICANE ZONE"HVHZ"REQUIREMENTS. WIDTH W W = cO 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER MAX. MAX. O.A. O.A. LOADS i0 THE STRUCTURE. PANEL PANEL 63.125" 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION HEIGHT HEIGHT Fi MAX. W Q 2 DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ® 4 ® O.A. cq Y CL DRESSING OR STUCCO. 61.25" 81.25" D.L.O. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. MAX D MAX. G HEIGHT 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR 'HVHZ'ZONES. SEE O.A. ® O.A. ® 4 4 THE DESIGN PRESSURE CHART BELOW. FRAME FRAME 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE HEIGHT HEIGHT APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED z FOR SIDELITESog 0 J - 3 I 8. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE �`moo CONFIGURATION. o SINGLE OUTSWING IMPACT v ¢z A 0.75' 0.625A B UNIT(0X0) W/NON-IMPACT w 2 rn " a 0.625" SIDELITES VIEWED FROM EXTERIOR RESIDENTIAL INSULATED STEEL DOOR(Common to all frame conditions) DOUBLE OUTSWING IMPACT UNIT(XX) COMPONENT CONSTRUCTIONS: IEWED FROM EXTERIOR 107"MAX. OA FRAME WIDTH oaz 37.75"MAX. O.A.O .875" D.A. ¢ > Q .125" .75"MULL. 15.5'MAX. Face sheets:24 ga. (0.020) minimum thickness, Galvanized Steel A-525 FRAME WIDTH TYP, w- BAR TYP. SIDELITE FRAME WIDTH o z commercial quality-AKDQ per ASTM 620 with average minimum yield 36.625"MAX. O.A. wox� w 36"MAX. OA. 36"MAX. O.A. 14"MAX. O.A. ca strength Fy(ave.)=24,600 psi. .875"TYP. PANEL WIDTH o°- PANEL WIDTH PANEL WIDTH PANEL WIDTHw�3 a Core desion: Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by W/ASTRAGAL r c�y JELD-WEN, INC. a= o Door Panel Construction, The active and inactive panels are constructed from o �3 24GA. (0.020"min.)galvanized steel. The face sheet tops and bottoms are ® ® ® ® ® ® a a bent 90 'over the top and bottom rails. The top LVL rail measures 1.67" 6"MAX x==r wide x 1.042"high. The steel bottom rail is roll formed 0.021"galvanized INACTIVE ACTIVE O.A. D.L.O. steel measuring 1.67"wide x 1.21"high. The sides of the face sheet are 80" 80" WIDTH roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which MAX. MAX. v v measure 1.67"z 1.0". The interior cavity is filled with polystyrene. The O.A. OA. mW face sheets are glued to the polystyrene. PANEL PANEL 63.125" o p Fxed Lite Const.: The sash is constructed from 24CA (0.020"min.) galvanized HEIGHT HEIGHT MAX• N N steel. The edges of the face sheet are bent 90•over the polystyrene core g H 6 D.A. w and glued to it. The sidelite panels are routed to receive the ODL Lip Lite 81.25" 81.25" 4 4 D.L.O. `` g Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. 1C D MAX. G HEIGHT r,lz J o o Z+ details.) The lite frames are sealed w/QSD glazing compound on the D.A. ® O.A. O 4 in exterior. FRAME FRAME o 20 Fro Construction: the frames are constructed from Ponderosa Pine jambs HEIGHT HEIGHT measuring 1.25"wide x 4.5625"deep. The door and sidelite head jambs �Ez o z are mortised and butt joined to the side jambs and attached with (3) 16GA. o o z z O O p W W 2"z 7/16"crown wire staples. The units use a standard bump face Pemko threshold measuring 4.041"deep z 1.0"high. The threshold is attached to • • • • • • • • • `."0 0 0 0 the frame with 3 16CA. 2"x 7116"crown wire staples. • • •• • • • • • DOUBLE OUTSWING IMPACT i 1111111 B ( ) W/ • •q • • • • • • • UNIT OXXO NON-IMPACT o TABLE OF CONTENTS 0.625" •• •• •• • • • •• 0.75" 0.625" 5 F 1j SIDELITES VIEWED FROM EXTERIOR V n SHT DESCRIPTION SINGLE OUTSWING IMPACT UNIT(X) w o v m VIEWED FROM EXTERIOR DATE: 9-11-01 1 GENERAL NOTES AND TYPICAL ELEVATIONS •�C,� -'P ; j' 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS TABLE 1: �' O " Prepared By: sent£: N.T.S. 3 HORIZONTAL CROSS SECTIONS • ••• DESIG*FWNSURE41ATING-WHERE4lVA?ER • - ''N �7 �__i 4 HORIZONTAL CROSS SECTIONS AND NOTES • • INRLTIbFtON RMORLMENT IS NIED£D • • _* = * _ awa. �' JWJ 5 ANCHORING LOCATIONS AND DETAILS •• SI Ow UNITjx,OX,•X0,oY0)• • • • _ "o Tfilt/ = Q CHK.BY: S. SAFFELL 6 ANCHORING LOCATIONS AND DETAILS • NON-IMy.Cf SID57 • • • ? O ./ P.; <u ` DRAWING NO.: -Digitally signed by Hermes F Norero,P.E. I .c� eeusr:rpoparo 7 GLAZING DETAILS •• OOU DOOR UNIT ,OX$X 0,OXXO Qdw"DAn.c�.ra.>ar7�� BUILDING DROPS, INC. 5-2104 +57 psf-57 psf Reason:l am approving this document {»�w. s Ave. sari Phone: 407-644-6957 8 UNIT COMPONENTS W/WO NON-IMPACT SIDEUIES ate:2012.05.01 17:51:35-04'00' s�� rave ce �Au I Nb.295]9 Fax: 407-644-2366 SHEEP 1 OF 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.75"MIN. CONCRETE/ 0.75"MIN. CONCRETE/ ff—M DESCRIPTION MATERIAL EDGE DIST. MASONRY 57 EDGE DIST. MASONRY 51 1 DOOR STEEL FACE SHEET 24GA. 0.020"MIN. STEEL 1.50" BY OTHERS 1.50" BY OTHE 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD r MIN. MIN. 3 FRAME HINGE JAMB flNGER JOINTED PONDEROSA PINE WOOD 0.250' EMB 7g EMB. 19 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD MAX.+ 5 4"x 4"BUTT HINGE 12 a. BY HAGER STEEL SHIM 20 20 6 9 X 1"PFH WOOD SCREW HINGE TO DOOR �j rn 7 DOOR LATCH STILE LVL 10 COMPRESSION WEATHERSTRIP FOAM 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM CV m O to 2 0.250" �— 44 9 BRAD TRIM NAIL 16GA X i" FOR MULLION CAP STEEL ? 2 C M Y MAX. �� /�// --i N yi Z a 11 SHIM 32 11 DOOR TOP RAIL LVL ►+� Y Go SEE DETAIL 7 SEE DETAIL 7 x ON SHEET 5 ON SHEET 5 12 DOOR BOTTOM RAIL STEEL Q t— v 1 13 DOOR HINGE STILE FINGER JOINTED PONDEROSA PINE WOOD 0 ^ g 'n EE NOTE 6 ON 37 14 10 x 1 314"PFH WOOD SCREW STEEL Lu 2 17 29 SEE NOTE 3 ON 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE WOOD mSHSHE 4 �c L1 10 SHT. 4 16 3 16"ITW TAPCON ANCHOR W 1 114- MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib, cf DENSITY BY JELD-WEN FOAM 7.750" MIN 1.750"MIN. 18 NOT USED PANEL iHK PANEL THK. 36 19 2z WOOD SUB BUCK WOOD 20 SHIM 0.25"MAX. THK. HIGH DENSITY PLASTIC OR GREATER 17 21 KWIKSET 400 SERIES KNOB STEEL cs SEE NOTE 2 ON 23 22 KWIKSE7 TITAN 700 SERIES DEADSOLT NOT SHOWN STEEL 3 38 SHT. 4 n w � 23 8 x 1 1 2"PLASCREW ODL LITE FRAME) STEEL .. 45 24 8 z Z'PFH WOOD SCREW STEEL F- U 25 8 x 2 112'PFH WOOD SCREW STEEL w o¢ w 0.125"MIN. 4 26 110x 1"PFH WOOD SCREW IMPERIAL ASTRAGAL 70 DOOR STEEL 'I D_ ti GLASS THK. 27 10 x 2"PFH WOOD SCREW STEEL o n wI_z ow 28 MULLION CAP WOOD o �o INTERIOR EXT RIOR INT R R Xis ERIOR 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE Q 80.0" 80.0" 30 GLAZING COMPOUND SD BY ODL o m am 1 (Q SD 8 .25" 81.25" O U MAX. MAX. 31 BRAD TRIM NAIL 16GA. x 3 4" FOR 3 8"QUARTER. ROUND. STEEL o� MAX. MAX. SEE GLAZING o 03 N W zQ O.A. O.A. 32 3 8"QUARTER ROUND SIDELITE STOP WOOD O.A. O.A. DETAILS, SHEET w a FRAME PANEL FRAME 7 PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF HEIGHT HEIGHT HEIGHT HEIGHT 34 SCHLAGE KNOB SET F51 STEEL o � o 35 SCHLAGE DEADBOLi B360 NOT SHOWN STEEL 0 36 SIDELTTE STEEL FACE SHEET 24GA. 0.020'MIN. STEEL STEEL a IL 37 118-TEMPERED GLASS BY PPG GLASS x x x SEE NOTE 2 ON 37 5 3 ti �m SHT. 4 23 38 ODL LITE FRAME SG SPARTECH POLYCOM PP5530 C13 POLYPROP. 39 PRESSURE TREATED MULLION BAR (314" x 4 9/76 x 81 114-) P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM m 38 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL o 0 42 YALE KNOB HERITAGE SERIES STEEL N N Al 36 43 YALE DE40BOLi HERITAGE SERIES NOT SHOWN STEEL44 SIDEUTE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD EE NOTE 6 ON 17 wz t z SHE 4 29 45 LITE FRAME BY TRINITY FOR 1 2"LG.U. POLYPROP. R 70 Z. f 46 1 2"INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS EE NOTE 8 ONjl� 47 LITE FRAME BY TRINITY FOR i"GLASS POLYPROP.SHT. 4EE NOTE 9 ON 33 48 1"INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS SHL 4 16 SEE DETAIL 7 EE • 49 LITE FRAME SCREW 6 x 1 1 2'LONG PANHEAD BY TRINITY STEEL• •: 50 GLAZING COMPOUND DOW 1199 SILICONE 8 ON SHEET 5• •4• INSTALLATION SCREW W 1.50"MIN. EMBEDMENT STEEL 44 �� • 52 DOOR LATCH STRIKE PLATE STEEL 625" ��X X\ • 53 DOOR LATCH DEAD BOLT STRIKE PLATE �'� �// STEEL o 0 0 ES 1.25" a �/ �� i P i DAIS 9-11-01 ` MIN. �' • •++•' •• • Z;'V' 0 = Prepored By: SCALE: N.T.S. 1.25" CONCRETE EMB. • • • CON�rC�R�ETE • = %N 7f .i - P • 1.75 2.50"MiN�• • �"`� =* * _ DWG. JWJ MIN. EDGE DIST. MASONRY/ • MIN. EDGE D}�T • • •MA Y Tf(TE cHK.BY: S. SAFFELL EMB. BY OTHERS • •• ii • • *BY.OTHERS. • yf T •• • • • • • O ,�^P (V` '- DRAWING NO.: A VERTICAL CROSS SECTION rB1 VERTICAL CROSS SECTION '11 Ep ` n ��'� BUILDING DROPS, INC. 5-2104 WITH HIGH DAM THRESHOLD AT SIDELITE SASH {'�i x ;FF�Q` Phone: 407-644-6957 F E CE yr Au o�KTf�zss�s Fax: 407-644-2366 SHEET 2 or 8 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 SEE NOTE 4 25 19 20 4 52 7 1 15 13 6 5 6 3 20 19 2 SEE NOTE 7 ON SHE 4 21 4234 ON SHT. 4 0 D rn X RIOR EXTE IOR -+ m 1.750"MIN. Z 2 y M PANEL THK. Q p N 41 W W CONCRETE/ W n Q = MASONRY BY OTHERS INTERIOR INTERIOR / f e 0.75"MI e'> ° ��\\n551 1 17 17 1 10j� 0.75"MIN. o kT EDGE DI T. SEE DETAIL 5 ° EDGE DIST. ON SHEET 5 SEE DETAIL 5 w i a ON SHEET 5 � Noel Uz jUO �O e (=C1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Z" 0.250" MAX. 0.250"MAX. ° 'c NL w LATCH JAMB TO BUCK HINGE JAMB TO BUCK C5 ac C) m o_ 1.50" IN. SHIM SHIM Fl.50"MIN. Boz- W = CONCRETE/ EMBED. EMBED. 03 N MASONRY U Q BY OTHERS a= o o _ ' SEE NOTE 1 0 '3 0_ ON SHE 26 40 a a ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 17 15 1 7 40 52 7 1 15 21 4234 EXTERIOR 0.31"DIA x 9.0"LG. AT TOP & BOTTOM 5 3 N,_>. 5-m U m INACTI RIOm a CTIV o 0 p O W N N� SEE NOTE 26 g 1 SHE 4 INTERI R / 10 0 0 v s o z z DETAIL 1 o o w w g¢U U • • • • • • • ASTRAGAL TO STILE ATTACHMENT N n N N N • •• • • • • O O O O 1.750"MIN • •• • • •• • NOTE. ITEM 24 NOT SHOWN THIS PANEL THK / JTjIII o^No^~ __ SEE NOTE 4 •• • : •• � ••• VIEW FOR `LARI 1f1T�RTOR F. SEE DETAIL Z ;'�r` '.O SCALE. N.T.S. ON SHE 4 24 1 ON THIS 1 ••• ••• • 1 ♦ • _ Prepared By: SHEET • • • • • • • • 7 - Dwc. En: JWJ • • • �E1 • • • •• •• HORIZONTAL CROSS • ••• • •••s•• ••• ••• _*v�O� TdT pD�1 • Q AT �� • E cDHRAKW.INeGr:NSO... SAFFELL IMPERIAL ASTRAGAL ! DA BUILDING BUILDING DROPS, INC. 5-2104 f»mo�w,N ss�AVE 9• Phone: 407-644-6957 EecE CE gc,.l I xn KJN29578 Fax:407-644-2366 SHEET 3 or 8 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• 37 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 4234 13 6 5 6 3 28 9 44 14 SEE NOTE 7 ON SHE 4 ON SHT. 4 32 EXTERIOR 4 4538 c SEE NOTE 3 1.750"MIN. oo ON SHT. 4 31 EXTERIOR PANEL THK. 36 17 -+ ce .- Lj C13 3 Z ir C M C.)CL ty ui 0- INTERIOR INT ERIOR SEE GLAZING36 10 � �� SEE NOTE 2 23 DETAILS, 10 NOTE TE 5 ON SHT. 4 w SHEET 7 �� ON SHT. 4 25 �� SEE NOTE 6 2925 SNEs�45 1 I 17 1 /�� \ 29 SEE NOTE 6 �-m~ 3 i- n ti o 0 ON SHT. 4 SEE DETAIL 5 SEE DETAIL 5 ON SHE a QU 12 w 0.750" ON SHEET 5 ON SHEET 5 w•i d �N 0.750" SEE GLAZING 39 39 DETAILS, SHEET 7 HORIZONTAL CROSS SECTION woz �z �G� HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB �4J AT SIDELITE TO HINGE JAMB o jzr z ocl o �oz_ N CD NOTES: CONCRETE/ w¢ 1. SPACING FOR ITEM 126 THE 110 x 1"PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 51 19 20 4 31 SNE�07E43 37 0 o AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP, 1.0", 2.5", 4.0", 5.5, 13.0" 18.0"& 26.0". BY OTHERS a 3 a 2. SPACING FOR ITEM 123 THE 18 x 1 1/2"PLASCREW IS AS FOLLOWS: SEE GLAZING Y x x TOP & BOTTOM. HORIZONTALLY, SIDELITE PANEL 3.0"IN FROM EACH CORNER. 32 36 38 45 4 DETAILS, SHEET 7 3^m ON THE SIDES, VERTICALLY, FOR THE SIDELITE PANELS: 3.0", 13.0, 26.0", 39.0", 52.0"& 63.0". 3. SPACING FOR ITEM #31 THE 16GA x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE ANDEE ITEM #9 THE 16GA. X 1"BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS o 0 FOLLOWS: TOP & BOTTOM HORIZONTALLY(FOR THE 3X QUARTER ROUND), 1.25"IN FROM EACH CORNER WITH ° \ EXTERIOR (1) NAIL MID-SPAN. ° 4 o ON THE SIDES VERTICALLY (FOR BOTH 3/8"QUARTER ROUND & MULLION CAPZ =1.25"FROM EACH END & SIX MORE \ � Z=N EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A 18 x 2 112"PFH WOOD SCREW. 0.125"MIN. INTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A #8 x 2" GLASS THK. o o PFH WOOD SCREW. w w 5. SPACING FOR ITEM 125 THE#8 x 2 112"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, 44. o 00 0 w IS AS FOLLOWS: 6.0"FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPOLT Olf THj F&D.0 ••• • ••<. SEE NOTE 2 23 g 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ITEM 129 SILICONE CAULK M THREE SAES ANg w N • • • °• / ONSHT. 4 0000 • •• • • • •• ° • H HORIZONTAL CROSS SECTION 318"QUARTER ROUNDS SECURED WITH ITEM #31 BRAD TRIM NAILS x 314"LONG. • • • • • • 4 LITE TO BUCK 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM #27, A #10 x 2"PFH SORLRW. "*ATTAEANG E'� DST •d} \\\ 29 ONESHTT 4 6 `,`��a�Si {9��'i o o m a THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM #14, A 110 x 1 3/4"PFH WOOD SCREW, E 8. SPACING FOR ITEM #49 THE#6 x 1 1/2"PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: f SEE DETAIL 5 ��<C '� DATE 9-11-01 SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY 3.25" 18.06257, 32.8125", 47.56 & 25". + _ �:• \� �". " •� ••• • ° ON SHEET 5 :O Prepared By SCALE: N.T.S. SIDELITE LITEFRAME TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375". s • • • • • • n• a _ '� 17§'- Owc ev JWJ 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE%4JACTECSTICS,CAN jE • • 0.250"MAX. _'W _ /\ USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OFiINST�L�ATION. •• • • • • • • SHIM ryf'� Q CHK.BY: S. SAFFELL • • • 1.50"MIN. % O !FQ •:�[J DRAWING NO.: 10. USE ITEM #51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM #23 WHA INSTALLINL INTO EMBED. ��jEo ..E.No•>d �� BUILDING DROPS, INC. 5-2104 MULLIONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. �f»�IW�.VXRe��KS AK. ;g Phone: 407-644-6957 rape CEP707Au"Yi B n ��n578 Fax:407-644-2366 SHEET 4 OF 8 • •• •• • • • •• •• ••• • • • ••• • • 74.50"MAX. O.A. FRAME WIDTH 70.25"MAX. O.A. FRAME WIDTH SEE DETAIL 2 f ON THIS SHT. � � o SEE DETAIL 4 ON THIS SHT. 4.3.050"TIP. 9.00"TYP. m 6.00" 00"TIP. 12.50" 3.00"TY. 46.58" 6.00"TYP. V o 6.00" TYP. 3.00" 00"TIP. Z ct vS M TYP. 00"TYP. ttP' SEE DETAIL 4 N I 6 TYP. I 1 III I III i t I 7.375" ON THIS SHT. W Y = co 6 TYP. I I I I III i 7.375" — — 51 51 51 \ lyRQ = TYP. � "Ya IYP. TY 31" 5 — SEE NOTE 5 — — 31" 5 SPACES ON SHEET 4 SPACES ® 13.85" SEE DETAIL 6 ® 13.85" SEE DETAIL 581 25" ON THIS SHT. c� n r ON THIS SHL — 81.25" ` MAX. MAX. O.A. 25 LT 0" FRAME HEI15TNTYP..5.50 I I 1 HEI HT 7 vQ Ci � � o aaz zo a�I 31" Oc o � m o¢ 31" 36.625" o 03 N Q 36.625 1 g I 7 6 w TYP. IL j 71P. Q s� o 1 I I I I a 1 1 a a f- 3.00" 00 TYP. 5 3 c m 00"TYP. 12125" S 3.00" N. 7.00"TYP. 6.00 7.00"TYP. TYP. TYP. v m gL .15"MIN. o$ i C-SINK. N g SEE DETAIL 3 0 ON THIS SHT. S DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS SINGLE ODOR WITH VIEWED FROM FROYEI ANCHOR LOCATIONS INTERIOR I o o z Z+ VIEWED FROM INTERIOR o o 25 16 ••+ • • • 53 •• 53 SEE NOTE 10 14 27 SEF•1JDTE • s • • • • • ON SHEET 4 JL� — 7 GHEET 4 • •• • • e s / o 0 0 0 41 / \ • • • • • • DETAIL \ 0 0 \ / •• •f• •• / s •• / \ ` �� 1 ��lt/! NTERSINK FOR INSTALLATION ANCHORS o _ 0 0 S F.lyo w m Q x / 6 / 6 5.50" I 0 i/ • • I + 5.50" / 24 25 24 DATE. 9 SEE NOTO Li 4 SHEET SCALE:— •e - '' i Prepared By: -N1.1T-.S0.41 • E owc.BY: JWJ • • • 1 CHK.BY:S. SAFFELL • •• • f • • • • �% ••• • •52 • • + 52 OP,: <u DRAWING NO.: DETAIL 2 - ® HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6Eoap > � .` BUILDING DROPS, INC. S-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR STRIKE PLATES 70 ASTRAGAL STRIKE PLATES TO JAMB (�� s Avc 9 Phone: 407-644-6957 FBPE CE 9r AU 0..2078 Fox: 407-644-2366 SHEET 5 OF 8 • •• •f • • • •• •• 107.00"MAX. O.A. FRAME WIDTH o 37.75"MAX. O.A. D rn FRAME WIDTH -+ m � r- SEE DETAIL 2 Z 2 C ON SHEET 5 4.50"7YP. 1641"TYP SEE DETAIL 4 W w 3.00"1Y. FOOTYP. 13.41"TYP. ON SHEET 5 Q 3.00" YP. 6.00"TYP. 6.00" p 00"7YP. II TYP. > Y 2 TYp, 1 SEE DETAIL 4 6 TYP. , 1 1 1 III I I 1 1 1 1 7.375" 6 TYR 6 TYP. 1 7.375" ON SHEET 5 51 51 51 _ TYP. TYR _ Tom. 6 z' w 5 SEE NOTE 55 SPACES 31 SPACES SPACES 31" w ON SHEET 4 ® 11.54" ® 13.85" 25 ® 13.85 SEE DETAIL 5_ 81.25" - - 81.25" SEE DETAIL 6 f ON SHEET 5 - �- MAX. MAX. SHEET 5 O.A. �I O.A. 1 — — oaz Zo FRAME } FRAME 5.50" 25 5.50" a z HEIGHT — — — HEI HT I o o m =Q �oCR m = o�3 31" 31" w� a 21 C) o Q o �3 36.625" TYR36.625" 16 a a �L BI 5 3c==n TYP. 1 1 1 1 LIT 1 1I I I 1 3.00"TYP. 3.00"TY. .00"TYP. 6.00" 8.58" 0 0 3.00"n. 7.00"TYP. 7.00"TYP. TYR TYR W 4 g =oz� — g g _ �I BT o o F5 SEE DETAIL 3•• ••• • • • • • •• o oEl z z ON SHEET SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS o o w 5• • • • • • • • • VIEWED FROM INTERIOR ZE DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS• •• ••• • • ••• • 0 0 0 0 VIEWED FROM INTERIOR • • • • • • • • • o N o �'g F.tyo, ♦ W DATE: 9-11-01 • ••• ••• • •• i ' .r f. 0 • • • • • • • • • 7 ;...':_ S Prepared By: SCALE: N.T.S. • • • • • •• • • DWG.BY: JWJ • i• •• • i • • • • �a v Tf(T tr CHK.BY: S. SAFFELL // DRAWING NO.: i '�`•ERLjES Ro ��` BUILDING DROPS, INC. Pq 4.•f"NO.'�3l] S-2104 f»�I�wyy.1I�� spA{�"c `� Phone: 407-644-6957 FBPE cEQP!/.li AUYAII �I(1�`29518 Fax:407-644-2366sHEe7 6 or 8 • • • • • • • • • • L_ Q 17 50 30 37 0 D rn EXTERIOR 50 m 0.125" MIN. U TEMP. GLASS Z O C4 zadoo HICKNESS 3 Q L a W S > M Y d 0.50" INTERIOR GLASS BITE 17 29 50 29 48 SEE NOTE 2 50 38 23 ON SHT. 4 z�� EXTERIOR 0.500"' MIN. GLASS THK. 0.125" TEMP. GLAZING DETAIL 1 0.250"AIR o" ODL LITE FRAME SINGLE PANE GLASS SPACE 1/8"TEMPERED GLASS o i o SPARTECH ^o c5 POLYCOM PP5530 C13 25"x .50" 0.125" TEMP. o 03 a INTERIOR 0.50 INTERCEPT GLASS ¢as GLASS STEEL SPACER o g� SITE & ^3 a 50 SEE NOTE 8 a a 17 29 29 48 50 45 49 ON SHT. 4 5 3 N X§}m �m EXTERIOR 0.125" TEMP, GLAZING DETAIL 2 2 o GLASS TRINITY LITE FRAME 1/2"INSULATED TEMPERED GLASS ti 0 LUPOY EU-5007 fy o o 1.000" MIN. w w 0.750 AIR SPACE K. GLASS TH45 0 o z f .75"x .50"INTERC 7 0.125" TEMP. ALL GLAZINGNCONFIGURATIONS o 0 0 E5 INTERIOR .50"STEEL SPACER •• ••• • •GL935 • • •• SHALL COMPLY WITH SAFETY ZE 0 • • • • • • • • GLASS • • •• • • • • • GLAZING REQUIREMENTS OUTLINED =0 0 0 0 BITE • •• IN FBC SECTION 2406. O^N O•-Q 50 47 49 ON4 E NOTE SHT 8 •• ••• •• • • • •• �� F DATE: 9-ii-Ol GLAZING DETAIL 3 • ••• ••• • •• • 71'O Prepared By SCALE: N.T.S. TRINITY LITE FRAME • • • • • • • • • JWJ CHK.BY:1"INSULATED TEMPERED GLASS • • • • • •• • • DWG.BY •• • • • • • • • • • • v Tf(T( pF tr S. SAFFELL LUPOY EU-5007 • •• •• • • • • • • 7�= y / P �<u` L±i � DRAWING No.: 47 ••• • • • • • i ep .i, 7P BUILDING DROPS, INC. S-2104 f»� KsnrEi Phone: 407-644-6957 FWE CE /[IF AU 1 0 9 N29578 Fax: 407-644-2366 SNEf7 OF $ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I- 1.670" �� 1.670" � 1.670" � 1.670" � 4.5625" - -{ 2.188^ 1.210" %�j%% 1.000" 1.000" 1.042" / �// / �j/ 0.750" 1.250" // /// A 0.500" DOOR BOTTOM RAIL DOOR HINGE STILE I m o i2 24GA (0.021) STEEL 13 FINGER JOINTED PONDEROSAO7 DOOR LATTC-H STILE 11 DOOR LVL RAIL 2 3 WOOD JAMB Z M PINE WOOD FINGER JOINTED p w 4 44 PONDEROSA PINE 2 w Y = V. tn I- 0.513" I r 0.125" W Q 2 I � Mxa 1.645' r -{ 0.529" L- " 0.380" } 0.500" 1.544 1.544" 1.586" Rm 0.831" ----T 0.140" 1.750" 1.750 I J 1.7I 0.530" 2.521 -2.5192.621" 0 33 CORNER BLOCK FOR 10 COMPRESSION WEATHERSRTIP (45 411/2"I.G. TRINITY LI 7 FRAME 47 1"I.G. TRINITY ITE FRAME 38 1 0 L LITE FRAME oc STEEL BOTTOM RAIL SCHLEGEL Q-LON QDS 650 POLYPROP. POLYPROP. " POLYPROP. MDF x 3.0"LONGv o TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LITE K17 MATERIAL ODL PLASTIC LITE KIT MATERIAL a 1.500" -{ APPROVED UNDER NOA X07-0828.01 APPROVED UNDER NOA X07-0828.01 APPROVED UNDER NOA X10-1209.01 oaz 1.250" 1.109 0.868" 0.482" I 0.585" ®0.375" �o� N 0.375" -{ -- w --{ 0.624" ® O O3/8"QUARTER ROUND 1 o 1.750" O 1.736"0.675 ❑ t 32 SIDELIiE STOP 2 040" o �3 0 1 2.500" PINE Q Q a a ASTRAGAL HAS TWO 0.3125" I 2.137"1.012 1 DIA. x 9"LONG BOLTS; + O t O 3 3 N 1 ON TOP, i ON BOTTOM ® I I O -1 1.375" " I-{ 1.025" -{ 1.381" + 0 0.097" 4.000" m ASTRAGAL ASTRAGAL (IMPERIAL) ASTRAL STRIKE PLA PLA 52 DOOR LATCH STRIKE PLATE DOOR LATCH DEAD "a MULLION CAP HAGER STEEL BUTT HINGE o o w 40 6063-T6 ALUMINUM 41 (IMPERIAL 0.125"STEEL) STEEL 53 BOLT STRIKE STRIKE PiE 28 5O " N N STEEL PINE (81.25"LONG) 4 x 4"x 0.097"7HK. STEEL o J o'n o 11.875" 1.710"-{ t o o I 0.582" 1.000" o o m DIA. VARIES WITH W HARDWARE (SEs • • • • • • • • j��/ I- 4.041" o 0 o z z • • • • • • //// N I�N N N • • • • • w • ��/ 0 T WIN TAN ARD BUMP FACE THRESHOLD o x •• • • •• • • •• /� 8 \\tnno�n� F OEO,ALUMINUM - BY PEMKO 4.000" j��j �� S iW00D INSERT w o c m Q DATE: 9-11-01 • ••• • • •• ��j� 7 }' O - Prepored By: SCALEN.T.S. • • • • • •• • �� _* �' * = DWc. �: JWJ • •• •• • • • • • / �� T,AT/E OP �` CHK.BY: S. SAFFELL `V�StlREaP. DRAWING NO.: D. OFINGWOOD LOCK BLOCK D -.--b ��`� BUILDING DROPS, INC. S-2104 15 »�W. KS AOE. 434- Phone: 407-644-6957 ER JOINTED PONDEROSA PINE N Z' FSK CE �yF Au PII&,-7s Fax: 407-644-2366 sHEET 8 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• NOTICE OF PRODUCT CERTIFICATION 8 v � ,rd Company: JELD-WEN Exterior Doors Certification No.: NIOI I082 3737 Lakeport Boulevard Certification Date: 05/01.12012 Klamatb Falls,OR 97601. Expiration Date: 08/3112015 w Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelites (wood frame) Specifications Tested To: TAS 201/202/203-94 The"Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at kr•rvv,Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Jnswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X O/S Opaque 312"x 6110" +6600 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0"x 6'8" Installation Details: S-2104 1-8 OXIXO O/S Door-Opaque 4'5" x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 6'8" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) _ Installation Details: S-2104 1-8 OXO O/S Door-Opaque 5110"x 6110" +661-70 10.0 psf Door-Yes CTIA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"X 618" Sidelite DLO:6"x 5'3"(I/8"Tempered Glass) Installation Details: S-2104 1-8 XX O/S Doors-Opaque 6'3" x6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Double Max Panel Size: 37"x 6'8" •• •• • • •• Installation!Details: S-2104(1-8) OXXO O/SrSidelites-dlaze(r paque 94 'Ix '1 "• • +57/-57 8.55 psf Door-Yes CTLA-696W Double w/Sidelites • Sidelites-No Max Panel Size: 3'0"x 6'8" •• •• • • • •' Sidelite DLO:6"x 5'3"(118"Tempered Glass) Installation Details: S-2104 i 8 0:0 :0: :ie National Accreditation &Ma:jag'em&ot UAilud,tnc:14794 George Washington Memorial HighwayfHayes,VA 0 2 ••• • • Tel: (804)•684-�124/Fax: (804)684-5122 ... • • • • ••• • . J -*N ph SIGNATURE: 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N-3 0000 Method: 1 —A (Certification) ••.•.• .••••• Category: Exterior Doors 6 • Sub — Category: Swinging Exterior �;gQj;AsseA;�fies 0••••; 0000.. 0000 0000 . . Product: Energy Saver/Contour W60 Edge OMue Steel Outswing Door wl or 00 00 0000. t;;o Sid;Mk4 • .. .. 6 0000.. Material: Steel/Wood • 0000.. Product Dimensions: 107"X 81.25"(Maximwmr : 6 0.09:6 .96669 Prepared For: •' ' JELD-WEN, inc. ``��t►iitt��t��i 3737 Lakeport Blvd. ��` ES F. p Klamath Falls, OR. 97601 ��`�� ••• • ��` �'. 4% �0 i Prepared by: 7 Hermes F. Norero, P.E. -a •, T T Florida Professional Engineer#73778 Date: 05/01/2012 ••0000... Contents: Pages I Evaluation Report Installation Details Pages 5_q 1 Hermes F. Norero, P.E. Florida No. 73778 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate o A t f Authorization:29578 Report No: 2035 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 107"X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. . . .... ...... Limits of Use: . ... ...... 1. This product has been evaluated and is in compliance with the 20]AFk..ri.da Buildin..g..Code, ��•�� including the "High Velocity Hurricane Zone"(HVHZ). •••• ••••0 0 • 2. Product anchors shall be as listed and spaced as shown on details. A8111or embdMtnt into**:**. ...... . . ..... substrate material shall be beyond wall dressing or stucco. •.•••• .. .. . ...... 3. When used in areas requiring wind borne debris protection this pr;4::complies vyith .• Section 1609.1.2 of the 2010 Florida Building Code and does not require an impactr!sistant•••.:* covering on outswing doors. • 4. Non-Impact sidelites do require an impact resistant covering when dSed In areWr4Uring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute, Inc. (FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization# TST1577) Report#: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA 1789) ..1. 0000 0000.. 0000.. 0000 0000.. 00.0.. 0000.. 0000 0000 . . 0000 0000 0900♦ 0 01090 0000.. 00 00 0000.. 00 ...... 0000.. . . 0000.. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXXO X,OXO,XO,OX Positive 57 PSF* Positive 66 PSF- Negative Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design ." pressures. • • •••••• •••• •••••• • • • •••••• •• •• • •••••• • •••••• • • 00 0 009 0 • • Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 I� I BUILDING DROPS � FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation Method JELD-WEN, ine. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4,W' YP_ -� r- r - i 6.41" TYP. m" 13 JS 141" iYP. 6 Y 00� �' �, T„ 00" 00 Y 6 00"IYP. YP T(P. �- ��------ i iYN 6 TYP. 1 III I I I I III ' III I I I I I I I 6 . I i Pp SPACES I SPACES C) 13,85 j I I ' it I' a n r � j i — I (i I I I I I I I !� II —J — — _ 7.1 III I I_- I I f l I I I I I I I I 1 I I 1 1 I 1 -- ---- L'I� 3.00' TYP J L- ' JJ 0„ iYP 3 . f0 L 00TYP._ E-- 0" TYP, = •••••• •••• •••••• 4.50 TYP. 9.00'" TYP. • 3,00' - 6.60" TYP. •••••• • • • 6.�8" I � 600'" •••••• 300' 1Y1 rpt -J 00"TYP. •••••• •••••• • • 6 TYP. I II 11 1 I I II I—'` 6 TYP. I I I I • + ii. • I 00*00 -- • _ • • L _ j _ _ _ • • • • •••••• 6 •••••• SPACES �I SPACES • • • • • C� it54"' • • •••••• @ 13.85'" •s • • ••• • • i LT �I i i �I I -3.00" TYP_ 00 8 58 3.00" TYP 7.00" TYP. Y. IYP. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5