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WS-17-1995Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. W S-8-17-1995 m jtPermit Type: Windows/Shutters orkCiassification: Window/Door Replacem Permit Status: APPROVED Issue Date:,8/15/2017 Expiration: 02/11/2018 Parcel Number Applicant 1190 NE 92 Street Miami Shores, FL 33138- 1132050270460 Block: Lot: DAVID MARKUS Owner Information Address Phone CeII DAVID MARKUS 1190 NE 92 Street MIAMI SHORES FL 33138-2935 Contractor(s) FLORIDA HOME IMPROVEMENT Phone (954)792-4415 CeII Phone Valuation: Total Sq Feet: $ 10,449.00 0 Type of Work: REPLACE 2 WINDOWS AND 1 DOOR WITH I No of Openings: 3 Additional Info: REPLACE 2 WINDOWS AND 1 DOOR WITH I Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.60 $2.00 $2.00 $2.20 $130.00 $9.00 $8.80 $160.60 In consideration of the issuance to me of pertaining thereto and in strict conformity w• accepting this permit I assume responsi required for ELECTRICAL, PLUMBING, OWNERS AFFIDAVIT: I certify tha all t construction and zoning. Futhermor Pay Date Pay Type Invoice # WS-8-17-64798 08/07/2017 Credit Card 08/15/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 110.60 $ 110.60 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building , ermit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations plans, drawings, statem-nts or specifications submitted to the proper authorities of Miami Shores Village. In all work done b er myself, my agent, servants, or employes. I understand that separate permits are S, DOORS, ROOFING and SWIMMING POOL work. nformation is accurate and that all work will be done in compliance with all applicable laws regulating ze the a.ove-named contractor to do the work stated. August 15, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy August 15, 2017 1 -463a)Ll541 - 4 • BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED AUG 0 7 2017 FBC 20Iq Master Permit No. AN S — tq q5 Sub Permit No. •BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I' C(O IV e, Z. Citv. Miami Shores County: Miami Dade Zip: -3 3 Folio/Parcel#: I SOS 02 7 Q' l ,O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): V i d YVtc,rIuS Phone#: 7 $77-4/ 790 Address: 010 ME. 992- SE City: Yh erwil i SIre S State: -FL— Zip: 3313& Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE Phone#: 954-7924415 City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration #: CGC061890 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A �j- City: N/A State: N/A Zip: N/A Value of Work for this Permit: $ Y WI ( ff Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New • Repair/Replace ❑ Demolition Description of Work: REPLACE 2 (^1'"0•J5 alJ 1 Door- LU/ 74 ! N�d [. Specify, color of color thru tile: Submittal Fee $ AID Permit Fee $ I3 0 CCF $ C., • (o 0 CO/CC $ '-- Scanning Fee $ - 1 Radon Fee $ 2— DBPR $ 0 Notary $ Technology Fee $ D •0 Training/Education Fee $ 2. 2 0 Double Fee $ Structural Reviews $ Bond $ - TOTAL FEE NOW DUE $ `' n . COC7 (Revised02/24/2014) Binding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A zip N/A 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 at - . ment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whico curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr, e• and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this an' - day of D- L) I `) , 20 (�7 , by 3 \ day of IN, 20 \ .- . by 4 4040 M , w.: ' perso ally k - n to \/3e.1, T - Rm.)€TT_ C, who is personaeivn to as me or who has produced Signat me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: /q6ety. ****************** APPROVED BY ABDIEL R. CASTILLO MY COMMISSION # GG 079600 EXPIRES: March 6.2021 Bond& ThN Notary Public Underwriters lePar The foregoing instrument was acknowledged before me this identification and who did tak-'an oath. NOTARY PUBLIC: Sign: Print: J Seal: as JOSEPH JABBOUR e of Florida '_ Commission # FF 171851 0 8 ****************************************************** Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowled 7471 /AV er/Owner Signature Date Print Name Property Search Application - Miami -Dade County Page 1 of 3 IMPORTANT MESSAGE SEARCH: When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio 1190 NE 92ND ST PROPERTY INFORMATION 0 Folio: 11-3205-027-0460 Sub -Division: BAY LURE Property Address 1190 NE 92 ST Miami Shores, FL 33138-2935 Owner DAVID S MARKUS Mailing Address 1190 NE 92 ST MIAMI SHORES, FL 33138-2935 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/2/0 Floors Living Units Actual Area 2,477 Sq.Ft Living Area 2,044 Sq.Ft Adjusted Area 2,243 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1951 Featured Online Tools Suite Q Back to Search Results ©00© Comparable Sales Glossary Non -Ad Valorem PA Additional Online Tools Property Record Cards Property Search Help Assessments Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 0 Year Land Value Building Value Extra Feature Value Market Value Assessed Value 2017 2016 2015 $337,500 $314,250 $285,750 $156,113 $156,113 $156,113 $930 $944 $766 $494,543 $471,307 $442,629 $203,988 $199,793 5198,405. Benefit Type 2017 2016 2015 Save Out Homes Cap Assessment Reduction $290,555 $271,514 $244,224 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). FULL LEGAL DESCRIPTION 0 http://www.miamidade.gov/propertysearch/ 7/27/2017 Florida Home tmprov.rnent Associates Liters No. COC 0515901 QB44618 3044 SW 42nd St., Ft Lauderdale, FL 33312 40b# LI81,5570 Broward Tel: 254-792.441S Miami Dad. Tel: 305.545.4469 FLORIDA Fax:954492-2170 IMPROVEMENT Web: FHAPRODUCTS.COM ASSOCIATES Email: INFO@FHAPRODUCTS.COM {� , J �j Replacement Windows j/Conttrract r Name: -[ 4C i 5. 1 144 5 Home Phone7D0"8T 7 7 Bus. Phone d5 '?va 65a 1 L e1 o/ ,u s 4- 1' s Address Citty/ 1 State Zip This Contract is made and entered into this 1 .. \ day of-1 ! „ 20L7by and between Florida Home -Improvement Associates, Inc, a Florida corporation ("Contractor" or'FHA'), and owner(s) named above of the residence located at the address listed above ("Owner"). The Work. Contractor agrees to perform the work described below: 1) Remove existing units to be replaced (NOTE: Removed items are likely to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) WINDOWS: FHA Energy Stone Saver Simonton Vinyl Insulated Install _ Aluminum insulated Og* Aluminum Non -Insulated 1 4) Doors: FHA Energy Storm Saver Aluminum insulated, / Aluminum Non -insulated Oirectluns are viewed from the bride, On sliding glass doors Active and Flood Panels are Iderflfled. On casements and single Reedy doors the hinge is identified flight Hinge and Left Mnge. On DouWrFreneh Doors the more active door is Identlfled Impact: () Non -impact ( ) Color.. White: Tan: Bronze #,><G roy: MBI Finish: Yes()NNo() Standard I ` Custon__ Baal* Boa ACTIVE ,Omsk Numa • y FIXED ACTNF ,�ldmaVass Door AA AF j FA FAAF MF FAA Qte _ QtYif— -‘Qty_ (KY_ Qty Ott_ Glass: Warranty: Manufacturer's Warranty sent upon — 5) Work NOT to be replaced: •��'.11�r� k / .. l ;r HERE I) FT -LR 4tY FA AF INITIAL HERE -, 6) if applicable, removing shutter panels, and/or security bars. 7) Speciallnstru4tionsd • 5) Cleanup Job.debrIsand provide necessary permits and insurance. 9) .If applicable, in the eventthat Contractor Is unable for whatever reason to obtain proper permits prior to commencement of any work, :Contractor shell refund any previous paxment and this transar tion•shall be automaticallycanceded. (No finbhworkother than normal installation is•tnbe done Unless noted befoul.) Addlytal Mork: -[gyp &hedule: Contractor shall commence the work within days after execution of the Contract (the "Commencement Dater and shaliendeavor to complete all Work hereunder within after the Commencement Date. The TOTAL PRICE for all Labor and Materta s ncluding env applicable discount) is $ Down Payment $..7i i D + . (if 4PPI 6le) Balance Payable S %Zajr�r' . + Total Contract Price $l Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Final -' to Owner, substantially similar to the for Included in chapter 713. F10o �tues 120051. Qrde one: (YES ner elects to apply for financing of the above -sty lump sum amount ff yes is circled, see Jinandng agreement and related door Norse to the 0irerer, H fi andngb helneobtaleeed by Owner: a). Do lrolsgn eMsitomrbnprovernenteenlrest (Jadedly" Anendngrdoeumens) In blank. b). You are entitled to a copy of the contract at the time you sign. Karp Rio protect Your Mel rights. c). The *nutlet documents attached to this home Improvement contract may contain a mortpge or ethearbe creates lien on your property that could be foreclosed on V you do not pay. Se sure you understand all emulsions of the contact and financial documents before you slpr. fdisce6anenus: This contract contains the entire contract of the parties. 11 may not be changed oraby but only. by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year,f ist.above written. You the Buyer may cancel this transaction at any thee prior to Midnight on tb he third business day after the date of this tranaectlon. See the *gee d • Ice of cancellation for an explanation of this right. INITIAL HERE-) F 6 p� j 3 Ow (Sig of Owner) 0 (Signature of Owner) Date Contract Price Sales Tax Home Owners Association/Nome: phoney: YES ( ) NO (X) Building Nome: sv%cio i5 P;=gh•(GCp-GCpi) V (mph) 175 1620 FBC for HV HZ, or Fig. 26.5-la Risk Category 11 Table 1.5-1, page 2 Exposure C Section 26.7 Rd 0.85 Table 26.6- I, page 250 Kzl 1 Figure 26.8- I, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 degrees than 14.0 dcgrins Specialty Engineering Consultants. Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach. FL 334326 FL. CA # 009217 • • • • • • • • • • • •••••••••••• •••••••••• ••••••••• •••••••• • • • • • • • • • • • • • • • • • •• • • • • • • • Wind Velocdes In South Flonda 1 • • • Daily Broward Palm Beach 'Risk CR. 1 • • 465 156 156 Low risk to humans (farms, shots) kislltat. 2 • • 175 170 170 Single Family Raidaress IRisl&at. 3&4 • • 186 180 180 Essar0al Facilides 1 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0". 2 Design pressures are for an enclosed builinding (shutters or other impact resistance protection required). 3 User shall determine the VA. deg ( Ea heighOrgRoof Peat,. • • 4 End zone distance is the leser of 1r:6�enggr 1 ortvidtft or RO% of thlmean roof height and not less than 3'-0" ff 5 If 50% of a component is in a py)tictlpr z re tin t tt cho!ientt!onsiderea to be in zone with the majority of the area. If questionable then place in Zone 5 6 Each component, window, doo•muion Os aidbuoprygrea Viet ivrea to be us 1. Area of components to rounded down but shall not be less than 10 sf. 7 For NOA's that require a ISMA.O thee nro ply th.valuesalisted heeig,141.16. • 8 Wind pressures are based on Allowable stress design. 9 Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') 10 Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE 456214 or Mark LeBlanc, PE 435683 or Adam D. LeBlanc, PE#77012 11 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2 12 No reduction is taken for slopes less than 10 degrees. Area of component Area ofcomponart Ana ofenmponaa Area oleomponrnt Area ofcomponaa Arca of component Ana ofcomponax Area of commons Arca ofcomponem Arca of component Arca ofeomponent ee_IL 15.0 sf 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.05f 45.0 sf 500 sf 5505f 60.0 sf olVerfn Roof Height Zone 4 Zone 5 one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 8.8 38.8 38.4 38.4 37.9 37.9 37.5 - 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 . -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 -41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 -48.8 -40.8 -48.0 -40.4 -47.2 -40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -48.5 -41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 • 37.9 22 -47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 ' 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 402 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 46.8 55.6-- 46. cc t ^c c CA 7 -at a _S1 a -44.9 -52.4 -44.4 -51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 F.pi 311 i?vi42. B16 42.1 42.1 41.6 41.6 i 41.1 41.1 , 40.7 40.7 `7 ‘1-45.21 / 5.2 f 1' 40.2 tt 29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 -47.6 -57.2 -47 1 k.. 3. -446 N "--55.5 -46.2 -54.6 -54.6 -45.7 -53.7 I -45.2 -52.8 ' -44.8 -52.0e W4 ali) -5Y.1 30 46.3 -50.3 46.3 -62.1 44.9 -48.9 44.9 -59.4 44.4 -48.4 44.4 -58.5 43.9 -47.9 43.9 -57.6 43.4 -47q 43.4 -56.0 42'9 M 17.0 181ti19 S59 Kitt 16r5 92 Villuf e SSI 41.9 46.0 41.9 S^' 41.4 -45.6 41.4 -53.2 40.9 -45.1 6 4U.9 r • 40.5 • • 6 0•• -52�3 -`�� • . A • v ,% % fJ • � APPROVED BY DATE : Q:• ... No 77012 RECEIVED ZONING DEPT MrAil Mr I 0 �dy? BLDG DEPT �f ��••• ST TE OF AUG 072011 =o P. 1 OIM- SUBJECTTO CCMPUPNCE \ WITH ALL FEDERAL STATE AND CCUN'iY r3ULES AND REGULAT1ONS ,/.61 .�o•/s�� • N AL�� ttt fit% FHA - DIAGRAM SHEET a r+ ry 1 0 FA C"' 44i ler 0 Zaw W CC N 0d� CC Zp0 - Li- 0 uj 0 ICC - Z (1) w Z W w 1 CD 1 z L 41-4 00 ,P,47 0 74x503/8 (+75/-75) NOA #15-0519.09 3.O 6•a NS • • 000 . • . • . • .. • • • . . .. • • . • • . •. •. •• • • • • • • • • • • • . . • • • •. . • •• • . . • - - - • • • • . 000 • • . •.• • ••• • • • . • . • • • • • •. • •• • . •• •• • • •. • •• •• . • •• • • • • • . • • • • • • •. •. •• •. • ... • 1.0 3 c• g 951/2 X 91 (+60/-60) NOA #16-0629.06 104 X 58 (+60/-60) NOA #15-0519.09 •• •49 • •. •.. •• • • • • • • ••• •• Family sGAXKQ 3t Bed q) Bed 3.0 .n 5-0 B'at Lir.'tt�3 • • • • Eritry Pca 5 Bed X'rt 3 0 W-0 isarage r(1 rot\. gi ,sD PRODUCT APPROVAL NUMBER: NOA #15-0519.09 • • • •• .• • • •••• OPENING IDENTIFICATION; ....'• • • ••. •• • 1. HS 2. HS • ••• • • • •••• •• •••• •• • • • • •.• • • • • • • • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 cQdt • • This product is approved as described herein, and has been designed to comp13: wiih the Flat Building •; • Code, including the High Velocity Hurricane Zone.- • •'•'•• • DESCRIPTION: Series "HR-710" Aluminum Horizontal Rolling Window - • • . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal. Her WiibcF\ .Itnpadt", • sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15, prepar,.by.manufaclurer, signed ' • • and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Prodsid Control Revlsibn stain • • • with the Notice of Acceptance number and expiration date by the Miami-Da/le linty 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, erty, 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 tenninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 11-1114.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED 7/011-5 NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date:. July 09 2015 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07 0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • 2) Uniform Static Air Pressure Test, Loadingge )13C TAN 202-94 3) Water Resistance Test, per FBC, TAS 202.94... •.. •. • • • ..4) Large Missile Impact Test per FBC, TAS 20+ 94 . 5) Cyclic Wind Pressure Loading per FBC, T•IF203-94. • • • •. • • 6) Forced Entry Test, per FBC 2411.3.2.1, TQ;S;;-94 .; . . along with marked -up drawings and installation diagram of an•XOX aluminti d horizontal sliding window, prepared by Fenestration Testing Labintory, Inc., Test • • Report No. FTL-4858, dated 03/08/06, signed and sealed by dmundo rpada, P.E. . .. •• • ••• • (Submitted under NOA No.06-0405.06) •. • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) Manuel P $ , P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tn Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 9n42/11/16. F. STATEMENTS • • • • • • 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lyturtotiller, F!Es •, • 2. Statement letter of no financial interest, dated May 16, 20150.i'ssued by ih'alt ufactute�• • . signed and sealed by A. Lynn Miller, P.E. • . . . . •. . 3. Laboratory compliance letter for Test Report No. FTL-5330:iss•Yad by Fenestration . • Testing Laboratory, Inc., dated 07/18/07, signed and sealed try Ca 1•os S;gijgpsla, P. ••: • •(Submitted under NOA No. 07-0815.09)• • 4. Laboratory compliance letter for Test Reports No.. FTL-4858 and FTL-4$39, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/16/12 and expiring on 12/21/16. Manuel P , P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 E-2 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • • • • • •• • . • • ••• • • •• • .r • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIIJ VIIINDOOV • • • 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. �5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .0900"PyB"1N•TL�RLAYER.• • • • • • • • •• 1�' • • B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF N8"MEAT STRFyrG:HEt4ED GLASS V:'ITH 1.090" "PVB" INTERLAYER. • • • • • • • • OC 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" "PVB" INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090"'Pa INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STREOGTeiEI DVIASSINTH A .090' "PVB" INTERLAYER. • • • • • • • • • F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W1TLi A .yI1+01PAIIITE4L.A EF: • • • •• G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. J. 13/16" LAMI IG: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. QFB. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858. FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE PVB" = KURARAY BUTACITE® PVB INTERLAYER or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY UNCHANGED. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL ...... 5 ANCHORAGE 8-11 Rom l es L.M. J.J. Datc 6 4/15 10/17/11 Rnti6rr Roakna E 6TH EDRION (2014) FBC UPDATE FBC 2010 CODE CHANGE Rowley. J.R. OMNI IF F.K. Dohs 620/11 2nam6 Rnelaie Circled y. J.J. ADDED 10 CAP TO BE TEMPERED m +SOFT NOTE. 32am6 1070 TECHNOLOGY DRIVE N. VENICE. FL 34270 P.O. BOX 152E NOKOMIS. FL34274 c;ir Visibly Better GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT adaMa•t NR7IO thrthe NTS IN1 • 11 iftmok 4127-10 F PRODUCT REVISED as complyia9 with the Florida Building Code Acceptance No I Ex 'ration Date 1,I I I '1, 7r .' No.58705 � CC_ I L c r -, <' FLOF1\OP..''�C� A L11HI11 MIIILAR P.E. P.E.e 5e705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • •• •• • • • • • • • . • • • • • •• 1/2' NOM. GLASS BITE 60,61,6. 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS • _ • •_• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • . • • •• • • • • • • 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1 /8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER -- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/18" ANNEALED OR TEMPERED GLASS A 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI • • •• • • • • • • 1/2" NOM. GLASS BITE 4# 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS PVB" _ KURARAY BUTACITE PVB INTERLAYER ® or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY EXTERIOR INTERIOR (ALL SECTIONS) 1/2" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED OR TEMPERED GLASS pp 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI L FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. grad OF LM. Lara 5/14/15 Antdrr• REVISED INTERLAYER MANUFACTURER MM•1r J.J. sane 10117/11 Bathe NO CHANGE THIS SHEET Mack J.R. tar OW F.K. MIL 8/20/11 or. 2/2M1B 1Y"anR ruddy J.J. ADDED 19 CAPMBE TEMPERED ® +30FT NOTE. Ewa 3/23 06 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PGT Visibly Better GLAZING DETAILS nor ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Or HR710 Full emit 2 d 11 4127--10 F PRODUCT REVISED as complying with tiro Florida Building Code AccoptanceNo 17'0 Imo!•oq 'ration Date /l7R�A 'ZO By Min • i' adc ' roduct P.E.9 58705 • • ••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• • •• • • • • • • •• •••• • • • • • • • _ • • •_. _ • • ••• TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WINDOW WIDTH 84" 86" 108 318" 108" 111" UP TO 11-?) UP TO 111" GLASS TYPE A,B,G,H A,B,G,H A,B,G,H A,B,G,H A,B,G,H C,I D,E,F, J,K,L • • •'WINDOW HEIGHT •: • • 26" +60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 38" +60.0 I -60.0 +60.0 1 -60.0 +60.0 i -60.0 +60.0 -60.0 +60.0 I -60.0 38 3/8" : +60.0 I -60.0 4J +60.0 -60.0 +60.0 I -60.0 +60.0 I -60.0 +60.0 • • • *8" • • • 60 578" ' • • • - • • • 460.0 -68;• +60'0 +60.0 +80.0 -60.0 -60.0 .60A +go.a moo: -60.0 • f60.2 ;-6e.0' +60.0 I -60.0 -1.OD.0 1•,.p.o Zeal t.6o.o• +60,0 . -60.0• .' 54" :60.0 +60.0 A:60.0 , +60.0 r•59.5 -60.0 -60.0 -60.0 -60.0 -69.5 60" +60.0 I -60.0 +58.8 -58.8 +55.2 +54.6 -55.2 -54.6 +53.6 I -53.6 83" +60.0 I -60.0 +56.2 ; -56.2 +52.3 ; -52.3 +51.7 i -51.7 +50 0 +60.0 -60.0 - +75.0 I -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" FOR INSTAUATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TO 86 7/18" A,B,C, G,H,I +60.0 I -60.0 TO 86 7/18" D,E,F, J,K,L +75.0 I -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH 60" 66" 74 UP TO 74" GLASS TYPE A,B,G,H A,B,G,H A,B,G,H A,B,G,H C,D,E,F, I,J,K, L WINDOW HEIGHT 28" +75.0 +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 -75.0 38" +75.0 -75.0 +75.0 I -75.0 +75.0 ; -75.0 +75.0 -75.0 38 3/8" +75.0 -75.0 +75.0 I -75.0 +75.0 I -75.0 +75.0 -75.0 48" +75.0 +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 -75.0 50 5/8" +75.0 I -75.0 +75.0 I -75.0 +75 -75.0 +75.0 1 -75.0 54.. +75.0 +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 -75.0 60" +75.0 I -75.0 +74.2 I -74.2 +69.6 } -69.6 +68.1 1 -68.1 83" +75.0 i -75.0 +70.2 i -70.2 +65.2 I -65.2 +63.8 i -63.8 +75.0 ; -75.0 SS TYPES; TEST REPORT FTL-4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 /16" LAMI - (1/8" A, .090,1/8" A) 5/16" LAMI - (1/8" A, .090,1/8" HS) 16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16' LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI- (3/16" A, .090, 3/16" HS) F. 7/16" LAMI-(3/16' HS, .090, 3/16" HS) ws..sq: L.M. Dale 5/14/15 w"w•n: NO CHANGE SHEET G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) I. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) Rmday. J.J. Ore 10/17/11 Rinatav NO CHANGE TH/8 SHEET J.R. Onw" VT F.K. D"Ic 520/11 2/26N5 •.rd. Circled ar J.J. ADDED 10 CAP 70 BE TEMPERED (0 *SUET NOTE. 102.9108 1070 TECHNOLOGY DRIVE N. VENICE. FL34275 P.O. BOX 1529 NOKOMIS, FL 34274 GT- Visibly Better DESIGN PRESSURES PRODUCT REVISED as complying with the Florida Budding Coda Bxat505iq irotion Dale "1 )Acap no No• B Miam/'0ade Product C6n' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT rwrsar HR710 NTS ewe 3 - 11 4127-10 fur F ok4 ,•••.‘ 1LYNNIq/�lii� • ‘,1Ct-NSt; '.,<.) i No. 50705 STA I- F : • ((/ . / A LYN NI4.ElLp:E. • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • • •• •• • • • •• • • •• •• • • • • •• • • •• • • 27 3/8" r.— MAX. DLO VENT 54 5/16" MAX. DLO FIXED • • • •ii--� a , • • �— i • • • G.4 I — i'=- • • • I X _ O I =� X I- 110' MAX. WIDTH I.F. FRAME y 111" MAX. WIDTH FL7+ sEPIEMOIL 57 3/8" MAX. DLO ALL FIXED LITES DETAIL B - XOX (1/4-1/2-1/4) 33 9/16" MAX. DLO FIXED C 33 MAX. DLOLO V VENT 1 i A 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. C 73" MAX. WIDTH I.F. FRAME DETAIL A - OX OR XO • • • • • • • • • • • •• • • • • • • • • • • • •• B 13 • •• • • • • •• • • • • • • •• • •• • • • • • • • • • • • • 63" MAX. FLANGE FRAME ALL CONFIG. FtradBy LM. Me: 5114/15 Raisins: F NO CHANGE THIS SHEET lima J.J. Die 1GH7/11 bMn"•: E NO CHANGE THIS SHEET 1070 N ••.eqr D & nwrorw J.R. 6/21111 D NO CHANGE THIS SHEET Deaner Dab: C4raRsly: Dam N F. K 2/28/08 J.J. 3/23/06 27 3/8" MAX. DLO VENT S•• 27 3/6" r_ MAX. DLO II FIXED 1 D D 057/16" MAX. WIDTH I.F. FRAME—�{ 6 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) PRODUCT REVISED as complying with the Florida Building Code 1` Acceptance No _ i✓L I Expiration Date TECHNOLOGY DRIVE . VENICE. FL 34275 P.0. B0X 1529 OKOMIS. FL 34274 picx VCR* Better ELEVATIONS rr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 liadv NTS 4 • 11 4127-10 F 44, No. 58705 . • .1. STATE OF , • j •.PCORIOP.•'\c��`� ',/ /01�.IAl ' A. M.114101LL1'R, PE P.E.8 58705 • O EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX. FIXED DLO • INTERIOR O 1 0 INTERIOR • • • • • • • • • • • • •• • • • • •• •• • •• • • •• •• •• •• • • • •• • • •• •• • • • • • • • • . • • • • •-ir--.S b • • • ••• • fi • • ■ 11.11rik • • •• • • L • • • • • •• • • • MAX. VENT DLO • • • • • • • • 1—.17. MAX. FIXED DLO --�i • EXTERIOR INTERIOR • 0 WIDTH (FLANGE FRAME) SECTION B-B MAX. VE)QT DLO 0 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 0 0 0 AI SECTION C-C MAX. FIXED DLO MAX. VENT DLO MAX WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) IIIII■I • 111142-1II 11�!' o O ._4 EXTERIOR ICI__I INTERIOR (VERTICAL SECTION, FLANGE FRAME) 0 0 SILL HEAD (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) 0 0 0 Randy LM. Road No- J.J. Dor 514/15 Darr 10117111 RMW: 000200 NO CH/WOE THIS SHEET NO CHANGE THIS SHEET Rsmi J.FL TLM S/2W11 NO CHARGE THIS SHEET DMA Ds F.RC 000 21213NB CYddBy Jr. 0810 3/23/06 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.C. BO% 1529 NOKOMIS, FL 34274 Visibly Better SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half Met 5 a 11 Ow0016 4127-10 RIM F PRODUCT REVISED as complying with tlw Florida Building Code Acceptance No IV•o51RA E piration Date By ,; Miami 1 ode Product ,ttI I11IId/ iI u i / DIG. 513705 7. 15 : (11_ A. LYNN 61 I I , P.E. P.E.a 55705 • • ••. • • . ••• •• .• • • • •• b• • • • • • •• •• •. •• • . • • • • • • 4 • • • • • ITEM DWG/0 REV DESCRIPTION I 4102 A FLANGE FRAME HEAD 2 4025 SASH STOP (STD.) (ANTI LIFE CLIP) 3 #8 X 3/4 PH. PAN HEAD 4 4053 SASH STOP COVER (SASH STOP) MATL 6063-T6 AL 6063-T5 AL , • 6063-T5 AL • 6 4136 FLANGE FRAME SILL 6063-T6 AL PGT# 612237 643244 • 7S3:4AA • • • • • • • 641~ r • 7 4137 SILL ADAPTOR 6063-T6 AL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 • 10 71298 WEEP HOLE COVER 12 1626 ADHESIVE OPEN CPI FOAM PAD POLYPROP. ••'71198_ • (/PA101636 ,s 13 4002 A FLANGE FRAME JAMB 14 4134 GASKET FOR MAINFRAMESILLJOINT 6063-T6 AL i61 : • •1413aW/i( 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G 17 4054 B FIXED MEETING RAIL 6063HD-T6 AL 64054A 19 4066 W STP.,.187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 23 225-1 ROLLER HOUSING& GUIDE 61683G 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRW HL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 35 1096 SWEEP LATCH 36 1016 #8 X .625 PH. FL. SMS 37 4126 SASH SIDE RAIL 38 1683 WSTP.,.250 X .270 BACK, FIN SEAL 39 7070 BULB WEATHERSTRIP .187 X .275 40 LIFT RAIL COVER CAP 6063HS-T6 AL DIE-CAST 6063-T5 AL 64006 67S 16G 71096 7858 64126 61683G 67070K 74078"C" L OR R 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 43 4141 I.F. FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZINGBEAD BULB (THICK) 52 1225 VINYL GLAZINGBEAD BULB (THIN) 6TP247W,K 6TP248K 53 4039 B GLAZINGBEAD-5/16" 54 4044 B GLAZING BEAD-5/16" W/GRILL KIT 55 4222 A GLAZING BEAD - 7/16" 56 985 C GLAZING BEAD - 7/16" W/GRILL KIT 6063-T5 AL 6063-T5 AL 6063-T5 AL 6063-T5 AL 64039E 644703 64222 6985 59 4067 GLAZING BEAD -13/ 16" 6063-T5 AL 64067 60 GLASS 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16' LAMI (1/8' A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 7/16" LAMI(3/16" A, .090 PVB, 3/16" HS) 65 " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) mtc 6H4/15 10/17H1 bolt 6?1Y11 2/1Gn6 NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADDED 7M!N.)- TO GLASS TYPES Oallw 3/23/08 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL34274 to rI'F 1 i?wai 1tEV • • DESCRIPTION 1 MAT'L 1 PGT# 66 GLASS, 13/16" LAMI IG•1/8"A (MIN.), 3/8"AIR SPACE, 5/16" LAMI (1/8"A,.090 PVB, 1/8"A) 67 " 13/16" LAMI IG•1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) • 6 " • , " 13116" LAltll IG.1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090PVB, 1/8"HS) i 69 4 "• 13116"LAMIIG•3/16"A(MIN.),5/16" AIR SPACE 5/16"LAMI (I/8"A,.090PVB, 1/8"A) • 78t " 13216" 1:AMI IG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 INS, 1/8"HS) 7r lift" NMI IG•3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS) 72 " 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090PVB, 3/16"A) 73 " 13/16" LAMI 1O.1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) t 71 4 • '4.1 a 13/1159 EAMI IG•1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 71,• ":, • 13/166 1AMI IG•3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 76 • '• 13/16" IoAMI 1G•3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16'HS) 77 b 'r a •13/T61 LAMI IG-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105-H14 AL 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH .988 41 I.F. FRAME HEAD 84139,606346 2.784 .082 I I.F. FRAME JAMB #4141, 6063-T6 13 Visibly Berta 42 PARTS LIST .062 �--- 2 710 .F. FRAME SILL #4140, 6063-T6 1 3. 52 7•a ALUM. HORIZONTAL ROLLER WINDOW, IMPACT � HMV NTSI 6 +11 4127-10 F PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1-O 51 Bwiratiou Data By Mie `\,tt tlllit 44,/ / \��CN�cENIM49/����, " ' No. 58705 SLATE OF (U: '• . dc. G .. A. LYNN MILER, P.E P.E.• 55705 —.062 1.- 3 1 a n I gn I 4 �1. 3 III 2,710 -{ O FLANGE FRAME HEAD #4102A, 6063-T6 --II�.062 .490 O SASH STOP #4025, 6083-T5 .062 f � L13491 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 83 78 .050---�, 8 1.096-1-.--11- i GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) 1. • • ••• • • • ••• •• •• • • • • •• •• • •• • • • • • •• • • •• • • • ••• • • • •- • • . . • • .•• • • • • • • • • • • • • • • .062 • • • • • • • • • • 52 • • • • • • ••• • • • .1187 • •• • • • •• • ••• • .082 4 • •• ••• •• • • • • • • —2.71 • ` • • FLANGE FRAME SILL #4136, 6083-T6 .061 .437 1.46 O HORIZ. ROLLER TRACK #4131, 6063-T6 1.081 1-.- 32 SASH MTG. RAIL #40060,6063HS-T6 +�-��.050 IIj-12 .678 1.09E 1 - Icy T 1.115 1 AI 55 GLAZING BEAD 7/16" O GLAZING BEAD, 7/16" #4222A,8063 TS #985C, 8063-T5 (USED W/ GRILL KIT) • 0• • • 1.187 • -1.513—�I 040 .738 1.443-1 O SASH STOP COVER 3. 90 4 #4053, 6063-T5 FRAME SILL ADAPTER #4137,6083-T6 .062 17 FIXED MEETING RAIL #4054B,6063HD-T6 SASH SIDE RAIL #4126, 6063-T5 .050 .678 I-4--2.784 r 1.363 13 FLANGE FRAME JAMB #4002A, 6063-T6 F.050 � t p .678 1.096 053 GLAZING BEAD, 5/16" #403913,6083-T5 • 683 —. .050 1.097 59 GLAZING BEAD, 13/16" #4067, 6063-T5 Rawl* L.M. Der: 6/14/16 R.YbW NO CHANGE THIS SHEET Render J.J. AAA 1a/n11 RaitrM NO CHANGE 7H1S SHEET Raeder. J.R. CAIA 6/20/11 arelektm 0 NO CHANGE THIS SHEET ae•,er F.K. 2/28 08 awaked(, J.J. 323/06 1070 TECHNOLOGY DRNE N. VENICE. R.34275 P.O. BOX 152E NOKOMIS. R-34274 Visibly Better EXTRUSIONS 7•e ALUM. HORIZONTAL ROLLER WINDOW, IMPACT MR710 ask Han •ae 7 r 11 4127-10 F P. amplying with the Fiodda Budding Code AccepUa c No 15'o519. O9 - •iretion Date 1�: �71 •+LI i By i/I : , +ww Minni i ade Product a. 71 ANCHOR QUAN1111ES, XOX (1/41/2-114) WINDOWS • • ••• • • • ••• •• •• • • •• • •• •• • • • •• • • • • •• •• •• •• • • •• •• • • • • • • • • • • •"' • TABLE 4 GLASS TYPES A,B,C,G,H,I GLASS TYPES D.E.F.J.K.L ANCHOR TYPE> & SUBSTRATE 2,3, WOOD ZONES 2, CONC ZONES 1, CONC ZONES 2,3, WOOD • ZONES • WINDOW SIZE W V H HEAD & SILL 'co HEAD & SILL 9 HEAD & SILL 4 rn HEAD &SILL. 2LCONC • •ZONES • • • Of •HE4:iSILL (i 1, CONC • • ZONES • • 4y HHAIt& SILL g • • 53.125 x 38.376 45.000 50.625 54.000 03.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1'2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 •• • • 1+C2+1+C2+1 3N+C2+b C»+1 1+C2+1+02+1 3 14C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 34 • 3 8 1+02+1+C2+1 3 • • Ndits: 2 - 1/4" ELCO SS4 CRETE-FLEX 3 -.12 STEEL SCREWS (G5) 2+GLAS9+TYPES: • A. 6" LAMI - (1/8" A.090,1/8" A) • •1T r 1+62+1.02l1 3 1.02+yCy1 +C2;1+C•T+ 1+C2+1f(32+ •1+C2i1+42+ 3 • 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1' 3 60.000 x 38.375 48.000 60.625 54.000 60.000 63.000 14C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+2+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+2+C2+1 i 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C241 3 1+C2+1+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 14C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+113 14C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+03+1 3 74.600x 38.376 48.000 50.626 64.000 60.000 63.000 1+C2+24C2+1 2 1+C2+1+C2+11 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+11 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+02+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+1+C2+1 3 1+C2+2+02+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C3+2+03+1, 3 1+C2+2+C2+11 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+02+2+C2+1 3 1+C3+2+03+1 3 84.000 x 38.375 4E1.000 60.626 54.000 60.000 63.000 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+24C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+C3+3+03+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+24C3+1 3 1+C3+2+C3+1 3 1+02+2+C2+1 3 1+C4+3+C4+1 3 1+C2+2+62+1 3 1+C2+2+C2+1 3 1+03+2+C3+113 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 38.376 48.000 50.625 63.000 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+02+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+03+3+C3+1 3 1+02+3+02+1 3 1+C3+4+C3+1 3 1+C2+3+C2+1 3 1+02+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 1+03+3+C3+1 3 1+C3+3+C3+1 3 1+02+2+C2+1 3 1+C3+3+C3+1 3 1+03+3+03+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 1+C4+3+C4+1 3 1+C5+4+06+1 3 111.000 x 38.375 48.000 50.625 64.000 60.000 63.000 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+02+3+02+1 2 1+C2+3+C2+1 3 1+02+3+02+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C2+2+C2+113 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+02+3+02+1 3 1+C3+4+C3+1 3 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+03+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+04+3+04+1 3 1+C4+3+C4+1 4 1+03+3+C3+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+04+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+04+1 3 1+C5+4+C5+1 4 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18" LAMI - (3116" A,.090, 3/16' HS) F•7S18" LAMI - (3/16" HS..090. 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8' SPACE, 5/16" LAMI H!716" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - I. 10/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - 1J•13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.). 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/18" LAMI - (1/8" A,.090, 1/8" A) (1/8" A,.090, 1/8" HS) (1/8" HS,.090,1/8" HS) (3/16" A,.090, 3/16" A) (3/16' A,.090, 3/18" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSI GER WINDOW IN TABLE. HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. 0.C. TA 1+03+4+C3+1 3 -..----ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. 9" REF. X (3" MIN. O.C. ANCHOR SPACING) 25 3/4" max. -►� (�3" MIN. 1 1 / 1 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS SHOWN IN TABLE KEY ABOVE) 1 9" REF. 7- MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 25 3/4" MAX. 1 1/2" TYP. IF3" MIN. 1111 SS 11r•t7 L.M. Data 6714115 IMYsr• F NO CHANGE THIS SHEET J.J. Delse 10/17111 M,4t•a NO CHANGE THIS SHEET A•wsl. J.R. Drawl. FK 6/2M11 2/28V6 Ri•aac r4,.r,egl J.J. ADDED 10 CAP TO BE TEMPERED 4Q +30FTNOTE 3/2306 10 0 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL34274 PST Visibly Better ANCHORAGE SPACING, XOX (1/4-1/2-1/4) Hai ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ewl•abtt HR710 NTS 8 + 11 mptr 4127-10 F PRODUCT REVISED as complying with the Florida Building Codc Acceptance No I -CI ICI.oq Explmlio Dale ?b21 111111111i,,7i .\\\01( LYN�i� ��.: ' OCENs '•. CP No. 50705 7J4t5 , ic/, sTA E I- ' <<� A LY/41VulIt, P.E. P.E.0 58705 1+62+3+03+1 3 1+C2+2+C2+1 1+C4+3+C4+1 3 C4+3+C4+1 4 1+C2+2+C2+1 3 1 3 1+04+3+C4+1 4 ANCHOR QUANT171ES, XOX (1/3.1/3-113) WINDOWS GLASS TYPES A,B,G,H ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES WINDOW SIZE v r 48.000 x 38.376 48.000 50.625 54.000 60.000 83.000 53.125 x 38.376 48.000 50.625 54.000 60.000 83.000 80.000x 38.375 48.030 50.625 54.000 60.000 63.000 66.000x 38.375 48.000 60.626 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 84.000x 38.375 48.000 50.626 64.000 60.000 63.000 86.437x 38.376 48.000 60.625 54.000 60.000 63.000 L.M. Dale 6'/14/15 i to HEAD & SILL 11 1+C2+1+C2+1 2 1+C2+1+C2+11 3 1+C2+1+C2+1 13 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+13 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 • . .•. . . . •.. .. .. . • .• . .• .. . . . •. • • . . •. •. •. •. • •• ••.. . . . . • . . • • • • • • • TRIMS GLASS TYPES C,D,E,FJ,J,K, L 2,3, WOOD 2, CONC 1, CONC ZONES A• FONTS •�ZONES to rn ?so •• . . N . • • HEAD & SILL HEAD & SILL ,1 HEAD & SILL 4 QEA; &=SILL O02'•HE#D SB.L 1+C2+1+C2+11 1+C2+1+C2+1 2 1+C2+1+C2+1'2 1+C2+1+C2+112 1+C2+1+C2+1 2 1+C2+1+C2+1 I 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11``3 1+C2+1 +C2+11 3 1+02+1+02+1 3 1+02+1+02+11 3 1+02+1+C2+1, 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+432+113 1+02+1+02+1 3 1+C2+1+02+11 3 1+C2+1+C2+1`2 1+C2+1+C2+1 2 1+C2+1+C2+1I2 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+ 1+02+11 3 1+C2+1+C2+1' 3 1+C2+1+C2+1 3 1+C2+1+C2+1 i 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+02+1+02+113 1+02+1+C2+1 3 1+02+1+C2+1 3 1+02+1+02+1i3 1+C3+1+03+1 3 1+C2+1+C2+113 1+C2+1+C2+1I3 1+C2+1+C2+1 3 1+C2+1+C:2+1 3 1+C2+1+C2+113 1+03+1+C3+1r3 1+C2+1+C2+112 1+C2+1+C2+1I2 1+C2+1+C2+1 2 1+C2+1+C2+112 1+C2+1+C2+1I2 1+C2+1+C2+1 2 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+02+1i3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+02+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+02+113 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+C2+1+C2+113 1+C2+1+C2+1I3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+113 1+02+1+C2+11 3 1+02+1+C2+1 3 1+C3+1+C3+1i3 1+C2+1+C2+1I3 1+C3+1+C3+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1'I2 1+C2+1+C2+1 2 1+C2+1+C2+1I2 1+C2+1+C2+1 2 1+C2+1+C2+113 1+C2+1+C2+1l3 1+C2+1+C2+1 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 1+C2+1+C2+1• 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1I 3 1+C3+1+C3+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1, 2 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+1I 3 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+1+C2+ii 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1' 3 1+C3+1+03+1 3 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1,3 1+C2+1+C2+1 3 1+02+1+02+113 1+03+1+03+1 3 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 13 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+11 3 1+03+1+03+1 3 1+C2+1+C2+1I3 1+C3+1+C3+1 3 1+C2+1+C2+1,2 1+C2+1+C2+1 2 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+02+1I 3 1+C2+1+C2+1 3 1+C2+1+C2+1,3 1+C3+1+03+1 3 1+C2+1+C2+113 1+C3+I+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 14463+1 24/; 3 Y++2+1+�: j+•+i 3: 1+Ce+1+C2+N 31 MC2+11(2" 4111 3 1+C2+1+C2+11 2 1+C2+1+C2+1I 3 1+C2+1+C2+1 1 3 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1I3 1+C3+1+C3+1 3 1+C3+1+C3+113 1+C2+1+C2+1'3 1+C3+1+C3+1 3 1+C3+1+C3+11 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 1+02+1+C2+12 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1I3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+C2+1+62+113 1+C2+1+C2+113 1+C3+1+G3+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+C3+1+C3+1I3 1+C2+1+02+1 3 1+C3+1+C3+1 3 1+C3+1+C3+11 3 1+C2+1+C2+113 1+C3+1+C3+1 3 1+C2+1+C2+113 1+C2+1+C2+1I 2 1+C2+1+C2+1 2 1+C2+1+C2+1I 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+02+1+02+113 1+02+1+02+1 3 1+03+1+03+1 3 1+C3+1+C3+11 3 1+C2+1+C2+11 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C3+1+C3+11 4 1+C3+1+03+1 3 1+C4+1+C4+1 4 1+C2+1+C2+1 3 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1I 3 1+C3+1+C3+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1I3 1+C3+1+03+1 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C3+1+03+1 3 1+C3+1+C3+113 1+C2+1+C2+113 1+C3+1+C3+1 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C3+1+C3+113 1+C3+1+C3+1i4 1+C3+1+C3+1I3 1+C4+1+C4+1 4 1+C3+1+C3+113 1+C2+1+132+113 1+03+1+C3+1 3 1+C3+1+C3+114 1+C3+1+C3+113 1+C4+1+C4+1 4 Malaya NO CHANGE THIS SHEET Prod OF J.J. D+.e 10(17/11 Redrew NO CHANGE THIS SHEET .naa,t J.R. ow. er F.K. Osas 11QQH 1 2/26/06 Matra I, J.J. ADDED 10 CAP TOBE TEMPERED ® +30FT NOTE. Dee 3/23106 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 PO. BOX 1520 NOKOMIS• FL 34274 . NOTES: 1. ANCHOR TYPES: • 1 -144." F•LCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREWS (G5) •• 24 GLASS TYPES: • A. 16" LAMI - (1/8" A,.090, 1/8" A) • . �. g16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16' LAMI - (1/8" HS,.090, 1/5" HS) D. 7/16' LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F•i 16" LAMI - (3/16" HS,.090, 3/16" HS) •G. 13/18" LAM1 IG - 1/8" OR 3/16" A (MIN.), 5/18" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) Fr 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/18" LAMI - (1/8" A,.090, 1/8" HS) I. 10/16" LAMI 1G - 1/8" OR 3/16" A (MIN.), 5/16' OR 3/8" SPACE, 5/18" LAMI - (1/8" HS,.090,1/8" HS) "UP 13/16* LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16' A,.090, 3/16" HS) L. 13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X 0 X 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 26 3/4" MAX. MIN 1 1 1 1 1! 9" REF. X O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1--..-•-r25 3/4" MAX. 1 J- 1/Z' TYP. 1-.--3" MIN 1 1111 1 IJ/1 1 9" REF. X O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS rIGT VIM* Better ANCHORAGE SPACING, XOX (1/3-1/3-1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT askallbit raft NTS 1 9 + 11 1 iftot ��4127--10 F PRODUCT REVISED as complying with the Florida Building Code Acceptance No 5-0 )_], E Helton late /' By Mi `7111111111j77r • > = hla.58705 1 712115 al, S AM OF <J n\.." •.. `'?loin'_ <• 7j1111111''' A. LYNN MILLER. P.E. P.E.x 58705 ANCHOR QUANTITIES, XO & OX WINDOWS • • ••• • • • ••• •. •• • • •• • •• •• • • . •. • • . • •• •• •. •• • •• •• • • • • • . • • *TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPES & SUBSTRATE WINDOW SIZE W V 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2,3, WOOD ZONES c J 6a ntl 1+C2+1 1+C2+1 1+C2+1 1+C2+1 co 2 3 3 3 2, CONC ZONES Q� a5 1+C2+1 1+C2+1 1+C2+1 1+C2+1 2 2 3 3 3 1, CONC ZONES ir1 g 11 1+C2+1 I 2 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 1 3 1+C2+1' 3 1+C3+1 13 2,3, WOOD ZONES J On • CCO O ail 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 • 2, COVC •ZOME9 .2(4' •tl 1+C2+1 I 2 1, CONCH CONES 24 1+C2+1 1+0e+1 • 1*C24-1 1 ,c2,11 1+&3+1 2 •a •3; • .3. •3. 1+C2+1 3 1+C2+1 3 48.000 x 38.375 48.000 50.625 54.000 80.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 1+C2+1 1+C2+1 1+C2+1 1+C3+1 1+C3+1 1+C2+1 2 3 3 3 3 3 2 1+C2+1 1+C2+1 1+C2+1 1+C2+1 1+C2+1 1+C2+1 1+C2+1 2 3 3 3 3 3 2 1+C3+11 3 1+C2+11 2 1+C2+11 3 1+C2+1 3 1+C3+11 3 1+C3+1 3 1+C3+11 3 1+C3+1! 3 1+C2+11 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 2 1+C2+11 3 1+C2+1 I 2 1+C3+1 3 1+C2+1( 3 1+C2+1I 3 1+C2+11 3 1+C2+11 3 1+C2+11 3 1+C2+111 2 1+C2+1 1+C2+1 1+C3+1 1+C3+1 1+C3+1 1+C3+1 1+C2+1 2 3 3 3 3 3 2 1+C2+1 1+C2+1 3 3 1+C2+1 1+C2+1 3 3 1+C3+11 3 1+C3+1, 3 1+C2+1 1+C2+1 3 3 1+C2+1 3 1+C2+1j 3 1+C3+1 1+C3+1 3 3 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+1 4 1+C2+1 3 1+C3+11 3 1+C3+1 3 1+C3+1 4 1+C2+1 i 3 1+C2+1 13 1+C3+1 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1+C4+11 3 1+C3+1 4 1+C3+1) 3 1+C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C2+1 1+C2+1 3 3 2+C2+2 2 2+C3+2I 3 2+C3+21 3 1+C2+1 3 1+C2+11 2 2+C2+2 2 1+C2+1 3 1+C3+1 3 1+C2+1 j 3 1+C2+11 3 2+C3+2 2+C3+2 3 3 1+C3+1 4 1+C2+1 3 1+C3+1 4 1+C3+1 3 2+C3+21 3 2+C4+21 4 1+C3+1 4 1+C2+11 3 2+C3+2 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 38.375 48.000 0.62 60.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2j 3 2+C2+2 3 1+C2+1I 2 2+C2+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+11 3 2+C3+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 1+C3+1 4 2+C2+2 3 2+C3+2 4 1+C2+1 1+C2+1 1+C3+1 1+C3+1 2+C2+2 2+C2+2 3 3 3 3 2 3 2+C3+21 3 2+C3+21 4 2+C4+2 j 4 2+C4+21 4 2+C2+21 3 2+C3+21 4 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 1+C2+1I 3 1+C2+11 3 1+C3+1 i 3 1+C3+11 3 2+C2+21 2 2+C2+21 3 2+C3+2 2+C3+2 2+C4+2 2+C4+2 2+C2+2 2+C3+2 3 4 4 4 3 4 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 2+C3+2 1+C3+1 3 3 2+C3+2 4)2+C3+2 2+C+21 4 2+C4+21 4 2+C3+2 2+C3+2 4 4 5 2+C2+2 3 2+C3+2I 3 2+C3+2 3 2+C3+2 2+C4+2 2+C4+2 4 4 4 2+C3+2 4 1+C3+1 3 2+C4+2i 4 2+C4+2 5 2+C3+2 ! 4 2+C4+2 5 • • NO•fE ' 1. 1 - 14" ELCO TAP. CONS 1/4" ELCO SS4 CRETE-FLEX • • • 3 - #12 STEEL SCREWS (G5) •• • FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" • • T• 7/11; LAMI - (3/16" HS..090, 3/16" HS) • G. 19/16" LAMI IG - 1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5/16' LAMI • H. 13/16" LAMI IG - 118" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI 16" LAMI - • • I. 13116"LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16' LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI L. 13/16" LAMI IG - 1/8" OR 3/18" A (MIN.), 3/18" OR 1/4" SPACE, 7/18" LAMI - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A..090.3/16" A) - (3/16" A,.090, 3/16" HS) - (3/18" HS,.090, 3/18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. F NEXT LARGER WINDOW IN TABLE. EAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX FROM CORNERS. BS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: O X ri+C3+2 13 I�ANCHOR QUANTITY PER JAMB f HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. 9" REF. (3" MIN. O.C. ANCHOR SPACING) 8 3/4" MAX. -+1 1-•--•3" MIN. O' MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) r 9" REF. MTG. RAIL 18 3/4" MAX )�-1 1/2' TYP. (-3" MIN. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rinedllp LM. •rr BH4/15 Roarer F NO CHANGE THIS SHEET Rend Pp J.J. •"tr 10/17111 RnW"r NO CHANGE THIS SHEET Reiffidar J.R. F.K •Nr: 820/11 Ro er a.cealy J.J. ADDED IG CAP TO BE TEMPERED a +SOFT NOTE. 9/28roe 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vtribl7 Better ANCHORAGE SPACING, OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT •NeY.Inkt HR710 INTSI 10 a11 4127-10 PRODUCT REVISED as complying with the Florida Building Code Acceptance -No IS "o5I-1.O ( _ Ex Nation Dale 20 ���7A 1 BI M am s..c Product l'1111111,,/ \`\N )1 1 LYON 4//'/", ;r ,r No.58705 ? fSSTATE F : ui C�. car•/pL ,,11 /1` , A. LVNN MLLE P-E. P.E.8 58705 MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. 1" MIN. EDGE • • • • • • • • ••• •• •• • • • •• •• • • • • • • • • • • • w • • • • • • • • • • IF • • 2x WOOD BUCK, 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO NOTE 3 1 3/8" TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM • MM. IIOH • • • •• • • AOR TO CINCRETIBEDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. • • NOTE 1 �:�� ■ • • • • • �" • • • 42. FOR WAD AlgPLICO1riONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4" SS4 CRETE-FLEX WITH • • • • 1A2 TRIMFIT•HEAD. • �3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR • Qv. WQcp BUCa DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF • • WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX. SHIM WOOD ANCHOR, NOTE 2 1 3/8" MIN. 1" MIN. EDGE 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 - 1x WOOD BUCK, NO DETAIL E CONCRETE ANCHOR, NOTE 1 r- /4' MAX• SMM • • •• • • • • • • • • • • •4.T=ACHMENT:O ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM • • • OF 148' iFYOK. CIE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 1/4" MIN. (1.5 KSI CMU) • OR PER NOTE 1 ' (3.4 KSI CONCRETE) _t , 1 3/4" ] EXTERIOR INTERIOR • MIN. E. TYP. DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1 3/4" MIN. MIN. 3.4 KSI" ' I E.D. TYP. '1.".MIN. EbGE CONCRETE 2x WOOD ' (DETAIL C) BUCK, DETAIL D NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS 1/4" MAX. SHIM • NOTE 1 J INTERIOR (JAMB DETAILS E. F 81) EXTERIOR wooD ANCHOR, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. SEE NAILING 2-1/2" MIN. EMBED SEE NAILING 6. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 2-1/2" MIN. EMBEDMENT RJI 1 DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H 8 I. MIN. EDGE 2-1/2" MIN. - DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS Render. L.M. And Dr J.J. INew 6/14/15 Doe ia%T/11 Rf wiwo: CORRECT OPTIONAL BUCK NOTE TOINCLUDE GNU NO CHANGE THIS SHEET 000 By J.R. 01411107 F.K � R70B RWilkar awoke By J.J. NO CHANGE THIS SHEET Ddlw I 3/22310/3 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Pcf; 1' Visibly Burn ANCHORAGE DETAILS nr" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR; B Half 11 • 11 I°�°�4127--10 I F 5/8" MIN. EDGE I►- 5/8" MIN. PRODUCT REVISED as complying with the Florida Building Code Acceptance No I S-O5 3gpimlioo Dale ``,1111111111,/ - SEE NAILING " 'I LYNN A,/, 10, ..•' SICENSP '•< . No. 58705 Is STATE F it ,' ONIA, �� �����'.�•` • A LIYN� FA0.LER `P.E P.E.058705 PRODUCT APPROVAL NUMIagRG;' • NOA #16-0629.06 .. .. • .. • •••• .. .. .. • OPENING IDENTIFICATIONS:: :.._ 3. SGD DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 Preduc1 Control Section that this product or material fails to meet the requirements of the applicable budding coti'2' • • This product is approved as described herein, and has been designed to comply with.the F4orrd'a.Buildinp'. Code, including the High Velocity Hurricane Zone.- • • DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° &•1•35*•torner M.I. • APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum..iip ; LM Impact", sheets . 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared b'. ilifacturer' agned alai. • sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Gorttf et Revision stamp with.' the Notice of Acceptance number and expiration date by the Miami -Dade County•Product Coctj-ot,ectiort. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant : • , • •; • * • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI-DADE COUNTY l APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8a68' dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalkir4Ftega, P;T, 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94..... •..• . • 2) Uniform Static Air Pressure Test, Loading pei•FBC, TAS 202-94 • .•• 3) Water Resistance Test, per FBC, TAS 203 W •. . • • • •. 4) Large Missile Impact Test per FBC, TAS ZQ�, 9•4 •;; •• • . 5) Cyclic Wind Pressure Loading per FBC, TA'S 2'03-94 •.: 6) Forced Entry Test, per FBC 2411.3.2.1, at:td•TAS 202-94 • along with marked -up drawings and installation diagram of an g1 i • • • door, prepared by Fenestration Testing Laboratory, Inc., Test R,eNrt Nq.J TI,,-7553, ; dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. '•• : (Submitted under NOA No. 19-0123.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FI'L-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinol•spicer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Leaboratory, Ii3 (Submitted under NOA No. 15-0430.08) . . .. .. . . • • • . . C. CALCULATIONS • • • • • 1. Anchor verification calculations and structural analysis, com 1• • • •with I+' ir-5• th • . Y A YID. ... . Edition {2014), dated 01/30/15, prepared by manufacturer, sigai LAnd sealeti.by Anthony Lynn Miller, P.E. • • • • • (Submitted under previous NOA No. 14-0128.11) • 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® 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 "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. . . • F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M. Piasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-2 • - PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5t Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° comers - L.M.I. approved on 10/29/15 and expiring on 02/17/20. • . • • . ... . • ... . • .... . • .. • .. • . • • .... .... • . • .• • • • • .... . • .... • . . • • • • • • . ..• ... . .. . . . • . • .. • ," Jorge M. Plasencia, P.E. Froduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-3 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• • • • • • •• • • •• • ••• •• • •• • •• •• •• • •• ••_ • • z• • • • • • .•• • • 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DC•TAp.S DN DHEET: 4 t 5. 2) DESIGN PRESSURES: • • • • A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREVO THAT CtilME RJTO t9GNTAOTa• • WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TH QQRF#N= FI3RVA: • BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. • • • • • • • • 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLI4E.• • 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WM1-I • • • • NARROW JOINT SEALANT. 6) REFE: - - = _ &PA NDS FOR 706UD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). c17FS MI SS1 BE VERIFIED FOR COMPLIANCE WITH EGRESS REOUIREME T FLORIDA BUILDING GODS, ASiCF'PLTG7i13hL. TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/13VCQRNERSP• ••• GENERAL NOTES ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 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 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE 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 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B. SEE DETAILS ON SHEETS 4 & 5 ss_ GlllaaCG3.) DeacrIp0on (Listed from Exterior to interior) 7/18' Laminated: (2) Lites of 3/16" HS Glass with .090' PVB Intedayer 9/16' Laminated: (2) Utes of 1/4" HS Glass with .090" PVB Intedayer G4 7/18" Laminated: (2) Utes of 3/16' HS Glass with .090` SG INedaye G4A 9/16" Laminated: (2) Utes of 1!4" HS Glass with .090' 6G Interayer 65 1" Laminated I.G.: 3/16" TExtedor Cep + 3/8" Alr Spate + 7/16" Laminated; (2) Utes d 3/16' HS Glass with PVB Intedayer GSA 1" Laminated I.G.: 1/4" T Exterior Cap + 5/16" Air Space + /i16" Laminated: (2) Utes of 3/16" HS Glass With .090- PVB Imerlayer G8 1' Laminated I.G: 3/16" T Exterior Cap + 3/8" Alr Space + 7/16" Laminated; (2) Utss 013/18" HS Glass with .090" SG Intedayer G6A 1' Laminated LG.: 1/4" T Exterior Cap + 5/16" Air Spate + 7/10" Laminated; (2) Lees of 3/16• HS Glass with .090' SG Intedayer G7 7/16' Laminated: (2) Utes of 3/18" ANN Glass with .090" 9O Intedayer G7A 9/16" Laminated: (2) Uteri of 1/4" ANN Glace with .090' SG Intedayer GS 1" Laminated I.G.: 3/16" T Extedo, Cep + 3/8" Air Space + 7/16" Laminated; (2) Chas of 3/16" ANN Glass with .000' SG Nterlayer GSA 1" Laminated I.G: 1/4" 7 Exterior Cap + 5/16' Ad Space + 7/18" Laminated; (2) Lass of 3/16" ANN Glass wah .080" SG Intedayer TABLE A: Group Anchor Substrate Frame Member Min. Edge Distance Min. Embedrnert : 1 • ,( Elco Ultracon Concrete (min. 2.85 ki) Head/SIII/Jamb 1' 13/8' Unginuted CMU, (AVM C-90) Jamb only 2.1/2' 1-1/4" Grouted CMU (ASTM C-00, min. 2 kid groin) Jemb only 21/2" 13/4" • • 1/4" Elea 410 S.S. Geteflex Concrete (min. 3.35 kai) Head/Sia/Jamb 1' 1344' Lhgrouted CMU, (ASTM C-90) Jenb only 2-1/2' 1-1/4' p T RweM,,.DJ .* ,e„-., ." - .,e.au , , _ 13/8' • 1/4" Elea Ultracon' Concrete (min. 2.65 ks0 Head/SDI 1' • • 3 • •• 612, 18-8 ar410 S.S. SMS, (min. 11 threads/In) P.T. Southern Pine (SG=0.55) Head/SD/Jamb9/16' 13/8' Aluminum, 906315" Head/Slit/Jamb 3/8" 0.063' Steel, A36. Head/SI9/Janb 3f6" 0.050" Steel Stud, A1353 Or. 33' Head/611UJamb 3f8" 0.0451' 1/4" Mao 18-8 S.S. Aggro -Bator Concrete (min 3.275 kW) Head/SIP/Jamb 1-1/2" 1-3/6' Urgr°uted CMU, (ASTM C-90) Jamb only T 1-1/4' Grouted CMU (ASTM G80, mkt. 2 ksi grout) Jamb only 2" 2' P.T. Southern Pine (SG-0.55) Head/SIM/Jamb 1' 13/8" 4 12, Steel SMS 06, (min. 11 th•edrfrn) P.T. Southern Pine (SG--0.55) Head/Si1/Janb 9/16" 13/8' Aluminum, 8063-75" Head/SIB/Jamb 3/8" 0.083" teat A36' Head/Sill/Jamb 318' 0.050' Steel Stud, A653 Gr. 33' Head/Sil/Jemb 3/8' 0.0451" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. 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 ALL SPECIFIC P-HOOK REQUIREMENTS. GENERAL NOTES 1 EXAMPLE CONFIGS 2-3 GLAZING DETAILS 4,5 ANCHORAGE 6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS 12-14 ELEVATIONS 15,16 PANEL / SILL TYPES 17 CROSS SECTIONS18,19 PARTS LIST 20 EXTRUSIONS 21,22 DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1,2 & 3 ON SHEETS6,7&8 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE STANDARDS USED: .2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 • ANSI/AFSPA NDS-2012 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2010 •AISI-S100-07/52.2010 GLAZING NOTES: "ANN" = ANNEALED 'HS" = HEAT STRENGTHENED "T" - TEMPERED "PVB" = .090' BUTACITEE PVB BY KURARAY AMERICA, INC. 'SG" = .090" SENTRYGLASB BY KURARAY AMERICA, INC. PRODUCT REVISED •s compyin with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By MumProduct ntrel Madly' JR 0505/2010 ax,rwe ADDED SPACERS TO SHEET 15. Readily Mir aa.l•a: Arwll. Oft pearb' JR a•x 10/1014 canto •7 oe. 1070 TECHNOLOGY DRIVE M VETICE FL 34275 (941).480.4000 CERT. OFADDL MO196 GENERAL NOTES AND MAP mar SERIES 770 ALUM. SGD - LM IMPACT SGD-770 NTS a.1 r 22 a.i. PGT0130 \,0,Ut‘• ILYNN- cENSF • No. 55705 STATE OF : • ([/ ER'E P 38705 • • • • • • • • ••• •• •• • • • •• •• • • • • • • V • • • • • • • ••• • • • • • • • • • EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 1-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 3-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 NW • NET • • • • • • • • • • • • NOM. PANEL WIDTH Fot RTABLES 1-3 MAX. UNIT WIDTH •• 1 •••d Leit MAX. tIPW • HEIGHT 1 • PqR•TABI,tS:- • ce c MAX. UNIT HEIGHT PER y TABLES 1-3 4l • ! P MR)NIT WIDTH • •• • • • • • NOM. PANEL WIDTH PER TABLES 1-3 Ail L77 ''el in NV IiiLY 5-PANEL CONFIGURATIONS J\r VFW POCKET POCKET MAX. UNIT WIDTH CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", 'Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 'X' = OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" = POCKET /lNerir�i�2a[e�.[.a 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 E MAX. UNIT HEIGHT PER TABLES 1-3 L_ CORNER TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) DETAIL LETTER ® "c" = CONCRETE INSTALLATION SHEET NUMBER "w" = WOOD OR METAL INSTALLATION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" POCKET AgrAahlrAak SEE NOTE 2 TNIs SHEET. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Mia act Control Dab: Dow floveklue Vex ne Ass 10/1f/14 dwJs08y ar 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941) 80-1600 CFX/. OF ACTH. amase EXAMPLE CONFIGURATIONS flat SERIES 77O ALUM. SGD - LM IMPACT sr....aa SOD-n0 NTS 2 • 22 POT0190 B A. LYNN MILLER, P.E. P.E.# 58705 EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 • • ••• • • • ••• •• •• • • • •, •• • • • • •• •• • • • • • • • • • • • • • • • • • 1 • • • 1 • •e• • • ♦ 1 116 MAX. TESTED U IT WIDTH = 355-7/16° •HE,01" • • • • 300-1/4" @ 9207HEIGHT • • •• • • •• • 1 •• • � FJ�L�iLlal�� • • • • • • • • • • • • • • • •• • sr 1 MAX. UNIT HEIGHT, 96° OR 120" NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PE MAX HEI PER T e e 4., e may r Q j•• 1�• • •i/ e Icrli•Itr •♦ •• ••Eve i• 1 ••/ • • • • • •, 6-PANEL CONFIGURATIONS • • • •• POCKET 'r Ozft bJ IVIAA. UNIT WIVIn m AI VT 4119 p iil�/ Ilik 1111 1 7-PANEL CONFIGURATIONS ee ete POCKET ter � 610004549(9 ANEL WIDTH ABLES MAJ...UNII MU Ill t TABLES 1-3 900761© t`r L IyI t2 12 ,y� ♦ . UNIT Arran,. 1 ® iB1 00 1 0 An I 19 + j r �� I 5Q I / t GHT WWI 1-3 1 / MT / fFl / 1 / // / / PocKE 8-PANEL CONFIGURATIONS s.€,af _isr-- CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", 'Jc". "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pX)CO(p, pX)XX OR )000(p. OXXX IN POCKET CONFIGURATION CAN BE OXX(p. 2) 90° 8,135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL "0" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER / ..'ir/' = WOOD OR METAL INSTALLATION ® "c' = CONCRETE INSTALLATION t------SHEETNUMBER DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866' FORff RAW 9r. r Rai WOW A.wdd,: wr Pee IX 099 Releore 9e.n HF JR 10/1W14 w. 1070 TECHNOLOGY DRIVE N. VEN ICE R.94T75 (941)-180-1600 CWT. OFAURL 129790 EXAMPLE CONFIGURATIONS nt SERIES 770 ALUM. SGD - LM IMPACT SGD-770 NTS 3 - 22 PGT0130 PRODUCT REVISED as eomplyb.g with the Florida Building Code _NOA-No. 16-0629.06 Expiration Date 02/17/2020 By -'� M1amKD roduct Control A. LYNN MILLER P.E P.Eft 58705 • • 4100 • • • ..• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • ••• • • • • ••• GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16' NOM. 3/16" HS GLASS .090" PVB 3/16' HS GLASS EXTERIOR a • • • • • • • • • • • • • • • • 000 •• • •• • • •• • • • • • • • ?/16" NOM. • • • • • • 3r16" 1-1% GLASS • .090" SG • • • • 3/1i" HS SS. • • • • _ • • • • • • • • • • • • 3/4" NOM. • • GLASS BITE • 7/16" LAMINATED GLASS, TYPE G3 9/16" NOM. 1/4" HS GLASS .090" PVB 1/4" HS GLASS EXTERIOR a 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G3A GLAZING NOTES: 'ANN" = ANNEALED "HS' = HEAT STRENGTHENED "T" = TEMPERED "PVB" = 090" BUTACITE PVErBY KURARAY AMERICA, INC. "SG' = .090" SENTRYGLAS6$Y KURARAY AMERICA, INC. • • • EXTERIOR a • • 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G4 9/16" NOM. 1/4" HS GLASS .090' SG 1/4" HS GLASS EXTERIOR a 3/4" NOM. GLASS BITE EXTERIOR 3/16' HS GLASS .090" PVB 3/16" HS GLASS 3/8" AIR SPACE 3/16' T GLASS ,I 0 A , !iIIi 1' NOM. -� 3/4" NOM. GLASS BITE 1;rDAff-i---ii 1" LAMINATED I.G. GLASS, TYPE G5 1"NOM. 3/16" HS GLASS .090" PVB 3/16"HS GLASS �\\ 6/16"AIR SPACE EXTERIOR 1/4" T GLASS 0 , I 7 3/4" NOM. GLAS It#1 BITECID l® 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A .171 JR Dam 0&D62016 ADDED SPACERS. Mix Reeler 9a" Ri",ba Oaw, Bs JR Oka 10/10/14 w"e 1070 7ECIt4OLOOY DRIVE M VENCE FL 8427E y4l}480.1600 CERT. OPALM 028286 GLAZING DETAILS SERIES 770ALUM. SGD - LM IMPACT eaMa"a SGD-770 NTS 4 d22 PGT0130 B PRODUCT REVISED as complying wlth the Florida Balk:E g Code _NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Mlam • Product Control • 6116 A. LYNN MILLER P.E. P.E.# 68735 • • ••• •• •• • • • • .• • •• • • • • • • • • • • • •• • •• •• • • •• •• • • • •• ••• •• •• • • • •• • • • - - • • •a• GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1" NOM. • • • • • • • • • • • • • 3/16" HS GLASS ' •' • •' .090' SG • 3/16" HS GLAS 3/6" AIR SPACE1 1 0 • 3/16" T GLASS It661 L 3/4 GLASS BITE • EXTERIOR® 10 1" LAMINATED I.G. GLASS, TYPE G6 3/16" HS GLASS .090" SG 3/16" HS GLASS 6/16" AIR SPACE 1/4" T GLASS EXTERIOR 1" NOM. -0.- ", 4) 3GLAS /4" NOM. I``• A BITES 0 10 1" LAMINATED I.G. GLASS, TYPE G6A GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED = TEMPERED "PVB" = .090' BUTACITE PxBeBY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS'BY KURARAY AMERICA, INC. • • • • • • • • •� • ESCTERISR ' a •• • • • •• • • •• • • • 7416" NOM. • • • • 3/1 d' ANI1 GLASS • ••• • • .090' SG •• • 0 iiL • ``, 11. r;i 3/4" NOM. ,l, BITE ASS 7/16" LAMINATED GLASS, TYPE G7 9/16" NOM. 1/4" ANN GLASS .090" SG 1/4" ANN GLASS EXTERIOR a 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G7A EXTERIOR a EXTERIOR a 3/16" ANN GLASS .090" SG 3/16" ANN GLASS 3/8" AIR SPACE 3/16" T GLASS 1"NOM. • f , 3/4"NOM. ® i:i = BLISSo rWiliL7 1 e 1" LAMINATED I.G. GLASS, TYPE G8 3/16" ANN GLASS 3/16" AN 5/16" AIR 1/4" T GLASS 09C' SG N GLASS SPACE m 1111 CM I 1® 1" NOM. 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8A 4.441* JR 034W1016 Ranee 8 ADOEDSPACERS. KWY Vac imams Clem R.•xu• Paine: JR 10//10"14 Paola! it 1070 TECHNOLOGY DRIVE N. PENCE FL 31175 (941),400-1500 CERT. OFAUTH. 020290 GLAZING DETAILS ri SERIES 770 ALUM. SGD - LM IMPACT ....,lode 80D-220 NTS 5 w22 anal a PG70131) B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By dllam - e Product Control A. LYNV MILLER P.E. P.E.8 58705 • . ••• • • • • • • •. .. . • •• . .. •• . • • • • •• •• •• •• • • • •• • • •• •••• •• •• • • • •. • • •• • • • • ..• • V��Design Pressure (DP) and Anchor Quantities Required, (forall approved configurations on fl 2 3) .. • • .. • . • • ; 9 y� �� For comer astragal anchorage on 90° o1r13511 comer unity, see sheet 11 • • • Maximum DP for all sizes: +60 / -60 (May be limited by Table 1A) Table applies to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 & 8A and the Stile / Astragal types shown below. - - • •• • • • Door Unit IIeighlr 8" • • R1" • • • • • 90. 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO Anchor Group Anchor Group Anchor Group Ancho Group 1 2 3 4 1_ 2• 3 4,r 1, 2 3 4 1 2 f 3 4 I 4IDIM IMUBd IeUIUJON `-•1 24" DLOJamb Head/Sill c4+1 C4+1 C4+1 C4+b r C4+6„.2 4+11 d 4-11 .C4.1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 8 8 8 8 r 8••• 8• • 8• • • 8• 8 8 6 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 '+8•• 7+, :$ :7+1 • 7+) 7+8 • 7+8 7+8 7+8 7+8 7+8 7+8 7+8 30.' DLO Head/Sill C4+1 C4+1 C4+1 C4+1+ r C4+♦ C4+1 a C4+'1 •C4N0' C44t 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 B 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 36" OLO Head/Sill 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+1 C4+1 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+6 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 42' 0 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 Jamb 8 8 8 8 8 . 8 8 8 8 8 6 8 8 8 8 0 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 DLO Head/Sill C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4a2 C4+2 Jamb 8 6 8 8 8 8 8 8 8 8 8 8 a 8 8 P-hook 6+7 8+7 8+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 )(AMPLE ON USING TABLE, SEE SHEET 7. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 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 TABLE 1A. 3) 4", 3-1/4' AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 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. TABLE 1A Sill Height to Max. (+) DP (Water harshen Rating) Sib Riser Height (Fiat M Box, sae Sheet 17) (+) D•elgn Pressure, psf Flush - 1.1/2' see note 3 Mo6um - 3114" + 60.0 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" 2 0 OH LENGTH I►- 1OH RATIO Z 1 OH RATIO = OH LENGTH OH HEIGHT Interlock P-hook Lockstlle @Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Loclkstile @ - 90' Astragal 135' Astragal Assembly Lockstile @ 135' Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile �� M �� r e Standard Astragal Outside Comer Outside Corner Inside W Corner Corner 71-154 Inside Cor InsneaDY CornerOutside. Part #60 (x2) Part #60 Part #60 Part #60 (Stile) part #67 (Astragal) Part #60 Part #61 (Stile) Part#118 (Corner Receiver) Part #119 (Out) part #120 (In.) Part #61 (Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 R•rd Erg orx aax Real In Dew Oarallp 10r10r14 o,r 1070 TECHNOLOGY DRIVE N. V9•C♦ ; FL 34275 5311}480.1 30 CERT. OF AVM. 220250 DP AND ANCHORAGE to SERIES 770 ALUM. SGD - LM IMPACT 501770 NTS 8 a22 PGT0130 PRODUCT REVISED as complying with the Florida Blinding Coda NOA-No. 18-0629.06 expiration Date 02/17/2020 By Miami DadT Product Control A. LYNN MILLER P.E. P.E.#56705 • • ••• • • • • • • •• .• • • •• • •• •• • • • . • •• •. •. •. • • •• • • . •• •... • • • • • • • - - a- - a a a a • • • TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For over mewed anchorage...on 90' jrai15' comer aorta, set,tt 11 Maximum DP for all sizes: +60 / -60 Pay be limited by Table 2A) • • • • • • • • • •Door Una Height Table a to Glass applies Types err • we • • • a0" • o • 102' 108" 114" 120' I, 4A, 8, 8A, 7, 7A, 8 8 BA 89-7/8' DLO 73.7/8"9Ltr - "/9-7!8" 0 ;85-7/ DLO 91-7/8" DLO 97-7/8" DLO 103-7/8" DLO 109'7/8" DLO and the Stile / Astragal types Anchor Group Antflg. Shoup . - Ivor C up • facto Group Anchor Group Ancbo Group Anchor Group Anchor Group ahoy below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 "C4+1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Head/SII C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+I 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 24' DLD 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 Pfiook 8+7 6+7 8+7 8+7 7+8 7+8 7+41 71. 7 8 718, 7+✓3 + 7+a, 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 11ead/S91 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Cd1+1 C4�1 �7*�*8 4*1 4+4 CM1 G4+11 C4+1 coo 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 C4+1 C4+1 30* 8 8 8 8 8 8 8• 8. is ea • 8 • a • 8 a •8 8• 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 DLO P-hook 6+7 8+7 8+7 8+7 7+8 7+8 7+8.7+11 768 •7+0 7.80 7+84 7+8 7+8 7+8 7+8 8+9 8+9 8.9 0+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/SII C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 r1•C41 C +1 'h i C¢t 4`4+1�Cd441 Cp+-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 C4+1 C4+1 C4+1 E 36' Q Jamb 8 8 8 8 8 8 8 8 g g 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P400k 6-7 6+7 8+7 8+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 9N0 9+10 9+10 $ Hear/S01 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 C4+1 C4+1 C4+I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 0 42" 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 DLO P4mok 6+7 6+7 8+7 8+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 11+9 8+9 8+9 8+0 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Haad/SIII C4+2 C4+2 C4+2 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+7 C4+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 48' Jamb 8 8 8 8 a 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 DLO P4nok 8+7 6+7 8+7 8+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/SII C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4.2 C4+2 C4+2 C4+2 C4*2 CA+2 C4+2 54" nW Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P400k 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+6 7+6 G7�� 7+8 Not available in these sizes ea hd/S6 C4+2 CA+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 / *2l 08+2 80' Jamb 8 8 8 8 8 8 8 8 8 8 8 sae ea '\7+81 DLO P-hook 8+7 6+7 8+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 NOTES: - O = EXAMPLE ON SHEET 9 WIDTH DLO WIDTH 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, TABLE DLO WIDTH - 7" 2A: 2) WHEN USING THE 2-1/2" POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. PSF MAX S)II Heightto Max. (+) DP (Water In0#ration Rating) OH HEIGHT I DLO NEIGH = OH LENGTH .-, DOOR UNIT HEIGHT - 10.125" 3 4", 3-1/4' AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED CONDITION 1-1/2" BY IS Sill Riser Height (Flat or Box, see Sheet 17) (+) Design Pressure, psi $ PANEL HEIGHT = OH RATIO 2 1 DOOR UNIT HEIGHT - 1.866" AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS Flush -1-1/2 see note3 o NOT RATED FOR WATER INFILTRATION. INFORMATION. Low - 2-1/2' + 46.67 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT WHEN REQUIRED. Medium - 3-1/4" + 60.0 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS DIVIDE BY 2 FOR PAIRS TO BE High - 4" + 60.0 OH LENGTH 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, INSTALLED. THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 & SEE 22 FOR PART DIMENSIONS NOTES 1-3 OH RATIO = OH HEIGHT AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Straight Astragal LOckstlle 90' Astragal Lockstile 135' Astragal Lockstile to `Expiration Date 02/17/2020 Interlock P-hook Lockstile 81T Jamb Assembly Straight Astragal Assembly 90' Astragal Assembly 135' Astragal Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Comer Outside Inside Comer Miami-6a roduot coniror - »r�� s.-- -_• - Corner �4 '" • -: L l -Truri --« e , N Inside Gor Inside Comer Outside ` Corner '� Part #61(x2) Part #61 Part #61 Part#61(Stile) part #67 (Astragal)Part #61 Part#61(Stile) Part #118 (Corner Receiver) part#119(Out.) part #120 (In.) Part #61 (Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 _ 6I t 1 lime Bp our. R..rws aa"br. • r: `•.'- - 1070 TECHNOLOGY DRIVE i-- —1 DP AND ANCHORAGE -,_� :•. lbw/ Bx ors Rata= 6 SOD LM IMPACT ,,,,a, ,,,� ,, 034i},60 SERIES 770ALUM. - ward*�T �� _ A. LYNN.E. MILLER. P.E. awes: JR a.. 101014 aaimIer 11.CERT.OfAU11l MEW "- sco-no NTS r 22 POTO130 B • • ••• • • • ••. •• •• • • • •• •• • • • • •• •• •• • • • • • • • 000 • • • . • •• • • I HDLC J. Design Pressure (DP and Anchor Quantifies Required, (tor all approved configurations on Sheets 2 & 3) For comer astragal aefhorage&n 90° cr 131g comer aryls, see sheet 11 e • • Maximum DP shown below (May be Ilml:ed by Table 3A) Table applies to Glass Types 4, 4A, 6, 6A. 7, 7A, 8 & 8A and the Stile / Astragal types shown belay. • • ■ .•• • • Dogt ONt Height • • 60" • a • • 84" • • 4� 909 • 96' 102" 106' 69-7/8" DLO • a • 7S-7/8" Dip • 4 79-7/8•OLO • 86-7/8" DLO 91 7/e" DLO 97-7/8' DLO Anchor Group ' °AnchorGrotr s AnchIIr 3�up Anchor Group Anchor Group Anchor Group 1( 2( 3 4 1 i 2( 3 1 4 1 1 2( 3( 4 1 1 2 i 3 1 4 1 2 3 4 1 2 1 3 1 4 71. 11- 24" 17" DLO Dealgn Pressure +7-90.0 pal - +/-8 ,5 psf +/-r 0 psi HeadIS91 C4+1 C4+1 C4+1 C.4+1 Cg+t c@+1 C4+1•C4+ Q4+1 iAd'l. C4+3 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C441 C4+1 C4+1 Jamb 8 8 8 8 • 8 e8 4 8• .8 b • 8 8 ( B 8 8 8 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 748 ?4 7+! f+8 718 W16- 7+9L7+8 7+B 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 30' DL0 Design Pressure _ • .• Y Pil • • +/432 5 psf +/-76 0 psf a7.� C4.11fi4.7�C f 88 B81 88 88 1 1 C4+1 10 8+9I 10 8+91 6+7 `6+7 Irri 89•C4+1 I 91 101 101 10 91 PJamb -hook 6+7 7B 7+8 $ 8+910 8+91I " DLO Design Pressure +/-90.0 psf 4/-82 5 psf +/-75 0 psf 1 C4+2 G4+2 1 +2 C58 C6+2 16+7 IC4+2 68 8 88 IC5+2 8 8 10 8 10 10 10 10 10 10 10 18+91 18+91 10 PJamb 6+7 6+7 7 88 7+8 7 8 7+8 8+9 8+9 8+9 8+9 8+91 8+9 8+91 8+9 42" a0 Design Presoure +/.90.0 psf +/-82.5 psf +/-75.0 psf 4.2 �7+8 l 2 C5+2 t 2 C5+2 C592 2I 17+82 18+92� 10 10 10 10 10 10 10 PJamb -hook 6+8 7 88, 88r+21 8 88 88 7+8 8+9 8+9 8+8 8+9 8+9 8+9 8+92) 8+9 8+92 �" 41" DLO Design Pressure +/.90 0 psf See Note A below +/-82.8 psi +/-75 0 psi Heer#SII C4+2 C4+2 C5+2 C5+2 C4+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 Jamb 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 8, 10 10 10 10 10 10 10 10 P-h0dt 6+7 7+8 7+8 7+8 7+8 8+9 18+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 9+10 9+10 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. .+r-ay., NOTES: POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP 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 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT- 1.866" IONS AND SHEETS 18 & 19 FOR ASSFMBLY DETAILS. Interlock P-hook Lockstile @lamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly 1 ockstile @ 90° Astragal 135' Astragal Assembly Lockstile @ 135' Astragal 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 _ »_���11_15 1711— --1Mril 6 Heavy-duty Astragal Outside Corner Outside Comer' corInsns Corner Outside Corner " Inside Comer Comer Part #61 (x2) Part #61 Part #61 Part #61 (Stile) Part #68 (Astragal) Part #61 Part #61 (Stile) Part #118 (Comer Receiver) Part #119 (Out.) Part #120 (In.] Part #61 (Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 TABLE 3A Sii Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure. psi Sheet 17) Flush - 1.1/2" see note 3 Low - 2-1/2' + 48.07 Medum - 3-1/4' + 00.0 High-4' + 60.0 SEE NOTES 1-3 OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Explmtion Date 02/17/2020 By Miami-D roduct Contror ..Haar RovIdard Amex wwenc Pmitax Don eft: JR 10/10/14 a heIM 1070 TECHNOLOGY DRIVE 15 vows, F7.34275 (941) 480-1600 CERT. OPArr)H. 029290 a DP AND ANCHORAGE r- SERIES 770ALUM. SGD - LM IMPACT rosasort bombe NTS 8 .1 22 a.+.w. PGT0130 l.. 8 A. LYNN MILLER, P.E. P.E.#58705 SEE SPLICE NOTE, THIS SHEET 4.051" 7 24" MAX O.C. NO FRAME JAMB REQUIRED c(Q EXTERIOR POCKETS • • ••• • • • • • • ae •• •• • •• •• • • •• • • • • • • • •• •• •• • ••• • •• • • - AM• • • •- - . • . • • • "7+8" P-HOOK ANCHORAGE CONSISTS OF: (7) P-HOOK ANCHORS, (PERPENDIGULARWO GLASS • PLANE) SE T/BLL•2d SHEE T : • :AND • • • SEE POCKET JAMB INSTALLATION, THIS SHEET ANCHORS MIDWAY & SHEET 14 BETWEEN P-HOOK • ANCHORS d QT 3" FROM TOR &• BOTTOM • S 4101 •r- --•�_ MOUNTING ADAPTER 6" MAX. " MAX. TO OPENING EDGE OF POCKET SEE 24" MAX. / O..C. / 1 1 y,1 7— 1 71- B0" y` [CENTERLINE OF NOM. •, j INTERLOCK PANEL WIDTH / I INSTALLATION DETAILS'Jc' & 'Kc', END PANEL SHEET 14 & PART ANCHORAGE DETAILS 'J' & 'K', (2 ANCHORS) SHEET 19 FOR P-HOOK '+2" ANCHORS ANCHORAGE CENTERLINE OF PANEL 1 • • • • • • • • M" • gig M.•l • a r 4 LI® L_____ 6"MAX.__ END PANEL ANCHORAGE (SEE SKETCH BELOW) 6- MAX, TYP. SEE "C5" CLUSTER MAX UNIT WIDTH SEE'C5" CLUSTER DETAILS, DETAILS, glitCT 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK • •INTERLOCK • •\ CLUSTER, SEE / �' • • PDETAILS, SHEET 11 •S • x>ANEL WIDTH x (xi fx x� \x x/ xxx, iO 3" MAX• • • • • 14' MAX. O.C. 0 0 3" MAX. D! co 0 O Z m x= FRAME ANCHORS ao= P-HOOK ANCHORS o = P-HOOK MOUNTING ADAPTER ANCHORS x x xxxx \—"+2••+2"•+2' ANCHORAGE ANCHORAGE ANCHORAGE EXAMPLE: 5-PANEL, 2 TRACK, 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: 60" x 98" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) SEE "C5" CLUSTER DETAILS, SHEET 10 / FOR INTERLOCK +2^ ANCHORAGE 3.5" l/ •. j �, CENTERLINE I / OF PANEL 2 / -\ 1/ 1 / • I a y/// EXTERIOR V /If REQURES "C6' CLUSTER, SEE DETAILS, SHEET 11 4.051" ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHI± 15 6-8: HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE AT RIGHT: JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE SEE "C5" CLUSTER END PANEL CENTERLINE CENTERLINE DETAILS, SHEET 10 ANCHORAGE INTERLOCK FOR ASTRAGAL I ASTRAGAL • (2 ANCHORS) � • it/./ / / / ./ / 7 /L,/,[• / / /..,� / le//rl L CENTERLINE "+2" ANCHORAGE I CENTERLINE I- OF PANEL 3 I- OF PANEL 4 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 3.5" / 7 / /(;471 %YI/ I / f•/ /1( •I• ` l "+2" ANCHORAGE "+2 ANCHORAGE F-2-TRACK FRAME JAMB ANCHOR PAIR CENTERLINE I- OF PANEL 5 24" x SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL MAX. O.C. 21" MAX. O.C. 4 PAIRS OF ANCHORS (TOTAL 8 ANCHORS) PER JAMB (SEE JAMB DETAIL BELOW) END PANEL 6' MAX. ANCHORAGE (SEE SKETCH BELOW) ANCHORAGE SPLICE NOTE: NON- STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. PRODUCT REVISED as complying with the Florida Building Code _ NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miam roduct Control Roomier o"k COW nand ex Ratstng 0,wn JR ta1a 4 0 9, oec fora TECNNOLOOYDRIVE N. VENCE FL34275 (9494804600 con: OP•AUTM i29780 ANCHORAGE SPACING & EXAMPLE PLANS 111ff SERIES 770 ALUM. SGD - LM IMPACT ewe•e 800-770 •ram NTS 9 .'22 PGT0190 B A. LYNN MILLER. P.E. P.F. it 5R705 • • ••• • • • • • • •• •• •• • •• • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • • • ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE 5_ I— EXTEER0R 1.75" 1 3.5' " DIAG. I C I I i• 3.5" ASTRAGAL OR I (FOR SPLICE 1 RLOCIS..--1 ViiiiI0MON, USE • • • • • • iGEOITERLIVE • 'CLUSTER DETAILS • • s • • • • • • • • • • a W 7" -� • • • 2.04" 0 2-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK- IF NEEDED CENTERLINE 3.5" EXTERIOR 7 3-TRACK FRAME HEAD/SILL (rD ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "r'4") rr • • • EXTERIORe4" DOV• •� • • • n • • • • • ••• • v • 2- R Kt 1E31E4D/ I(•I.• • • Q ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C5") 4.08" ASTRAGAL OR {,SPLICE LOCATION INTERLOCK. —I IF NEEDED CENTERLINE I EXTERIOR V R.wEBy 4-TRACK FRAME HEAD/SILL (al ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") • 2.04" • ASTRAGAL OR INTERLOCK CENTERLINE G" • • EXTERIOR •• ASTRAGAL OR (FOR SPLICE INTERLOCK-H CONDITION, USE CENTERLINE "C6' CLUSTER DETAIL) 3.5" EXTERIOR 7" 4" DIAG. 3-TRACK FRAME HEAD/SILL (rD ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") 4 08 • 3 SPLICE LOCATION IF NEEDED 1.75" - 2.04" 7 2-TRACK FRAME HEAD/SILL (a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE 7" EXTERIOR ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 3.5" EXTERIOR 7" V 4-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") per ONer Aeem r lee Router n..ner JR 1(Y10/14 arched gr. or 1070 TECHNOLOGY DRIVE N. VEAICE FL 31Z75 (941)-480-I600 CERT. OFAUTH/VaAOB 3.5" - • " DIAG. v- 3.5" 3.5" 3-TRACK FRAME HEAD/SILL (t3l ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 2.04" ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, DO NOT CENTERLINE USE THIS DETAIL) 3.5" 2.04" 21" MAX. O.C. 6" MAX 2.04 I ♦ 1f 6 DIAG. 2.04" EXTERIOR 5.64" 21" MAX. O.C. 6" DIAG. EXTERIOR� 21" MAX. O.C. 8" DIAG. EXTERIOR 6" MAX. F 4-TRACK FRAME JAMB ANCHOR PAIR • 5.64" ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) 5.64" 6" MAX. I 3-TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED 3.5" 4-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION ANCHORAGE, EXAMPLE CLUSTERS Tar SERIES 770 ALUM. SGD - LM IMPACT NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. eee•ee• SGD-770 NTS 10 s 22 are• PGT0130 B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Mlam a redact Control A. LYNN Mn i -R P.E. P.F.9 5A705 2.04' INTERIOR 6.12"•10.1,,E ,NTERIOR kl II3. 3.5 2.04" EXTERIOR 4' DIAG. 90' CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "Q) 4.08" INTERIOR 4" INTERIOR 4.08" 3.5" EXTERIO 7" 90° CORNER 3-TRACK FRAME HEAD/SILL ("C6' ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) EXTERIOR • • ••• • • • ••• •• •• •• • •• • •• •• • • • • • • • • •• •• •• • • • • •• .•• • • •• • •. •• •• • • •• • • • ••• • • ••• • • • INTERIOR 2.04" • • .• 11111!r-441311G- • • •:8.94'• 6'�I, • • • • 3.5' INTERIOR • • • 1 ° •7 2.04" 3.5" 2.04" INTERIOR ," • EX ER IR • • EXTERIOR EXTERIOR 4" DIAG. •• •• • • •• :84" •• • • 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6') EXTERIOR INTERIOR 8.12" 2.04" INTERIOR 6.12" 7" 2.04" 4" ,�I 1 1G. EXTERIOR iIII 4, 3 DIA 25i27/Sd_ EXTERIOR 7" 4" 90°CORNER 4-TRACK FRAME HEAD/SILL ("C8"ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS ) INTERIOR 4.08" • • • biTERIOR • ••• •• 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") INTERIOR 7.41' EXTERIOR 7" 4" 135" CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS ) �w•s 3.5- EXTERIOR 135° CORNER 4-TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) 4.08" 7° 4" EXTERIOR INTERIOR ON EXTERIOR ALL 3 VIEWS 2.04" 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") '+1"ANCHOR [..._CENTERLINE OF PANEL '+2" ANCHOR 4" DIAG. 3.5" CENTERLINE OF PANEL "+3" ANCHOR 4.08" 2.04" 4" fIAA8 3.5" I�NTERLINE I OF PANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) 2.04" 7" NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. "+1" ANCHOR CENTERLINE F PANEL 4 DIAG. I _ CENTERLINE OF PANEL "+3' ANCHOR 4" DIAG. I _ CENTERLINE I OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT a.r ar a4 Rood By a` noRer JR aN 10/1014 Crawl Er as 1070 TECHNOLOGY DRIVE N. VEMCE F134275 (941)-1801800 CERT. OF AVM MOM ANCHORAGE, EXAMPLE CLUSTERS 7- SERIES 770 ALUM. SOD - LM IMPACT 926770 NTS 11 • 22 PGT0130 R.R B PRODUCT REVISED as eomplyinp with th• Florida Building Cod• _NOA-No. 18-0829.06 Expiration Date 02/17/2020 B �l MIa D roduet Contro— A. LYNN MILLER, P.E. P.E.N 58705 INSTALLATION DETAILS EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 2-TRACK FRAME HEAD WOOD INSTALLATION i I v EDGE DISTANCE: SEE TABLE A SHEET 1 • • 2-1/16"* • •• ••• 1/4"• • * • fMA)U • • • SHIM • EXTEW°R a� WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.)1 EXTERIOR a WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 .sora•atligeltuaRIB 2-1/16" _ EDGE DISTANCE: SEE TABLE A SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 iv EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 2-TRACK FRAME SILL WOOD INSTALLATION i ■uu V il n� V 1/4" MAX. SHIM 2-TRACK FRAME JAMB IIMUFIF WOOD INSTALLATION EDGE DISTANCE: SEE TABLE A SHEET 1 2-1/16' • • • ••• • • • ••• •• •• • ♦ • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••a a a a • ••• EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: •.E TABLi A, S15164T 1 MEN •• • • • • • • 41 43 • • •• W 1QD ANCHOR TYP., • • T ,g6EGANCHOR • • • SEE .*ICHOR NOTES • • • I�OT: 3,j/� •StICE1:1 : • • & LE A, SHEET 1 114' MAX SHIM T SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR 2-1/16" 3s m 3-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYp., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR a 2X WOOD TYP.. SEE ANCHOR NOTE 3. SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 —1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP.. SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 1 ‘I r1��J 1/4" MAX. SHIM —4 --- ® EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16"" 3-TRACK FRAME JAMB WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 21/16"" 1V WI METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX) METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR i J.TI SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 4-TRACK FRAME HEAD METAL INSTALLATION SMS ANCHOR TYP.. SEE ANCHOR NOTES & TABLE A, SHEET 1 IrI 4-TRACK FRAME SILL METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 .,.IL] II 1/4" MAX. SHIM �® If — MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4' MAX SHIM METAL TYP SEE ANCHOR NOTE 4, SHEET 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 4-TRACK FRAME JAMB METAL INSTALLATION NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. " DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 asr ar: Des Donn ar JR D"Y 10/10/14 awls d 1070 TECHNOLOGY DRIVE VEMC& FL 34275 (941)480.1800 CERT. SPAWN. 025286 Dompor ANCHORAGE DETAILS SERIES 770ALUM. SGD - LM IMPACT smasioac SOD-770 NTS 12 w 22 w...v PGT0130 B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By ma Mia oduet Control 01I II , LY \'N {1/� :cif No.50705 6 LIJ •F -%' F:LORtOQ•. (`. I I+ A. Eil,10 MILtiER P.E P.E.M 58775 • • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• • • • • • • • • • • a a • INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE 11111=111 2 1/16"' PER TABL A, SHEET RWINIMEN ZI CONCRETE PER TABLE A, SHEET 1 EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEE 1 11/4' MAX. SHIM 2-TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR T • EXTERIOR • • • • • • • gr w71 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEF TASK 4, SHEET• • •C•ONCRETE RER TABLE • A, SHEET 1 • • • 2.1116“ • •; 1/4' EXTERIOR MAX. �• •• ••• •SHIM CONCRETE ANCHOR TYP., PROSi2�RERL�iUE41X: • Ct1OICRE4 ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & WOODBLIGKIYF , SEE • SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & HEET 1 ANC1- NOTE••3, SI- T 2 : Thl.f WET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 3-TRACK FRAME HEAD ITt 4-TRACK FRAME HEAD CONCRETE INSTALLATION © CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1116" TWI IME 1/4" MAX. SHIM NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. • DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 8' (JAMB) SEE DETAILS, SHEETS 10 & 11. I$t PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SEE ANCHOR 2-1 /16" • EDGE DISTANCE: 1.11.11110 SEE TABLE A, SHEET 1 EMBEDMENT: S EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP.. SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR n IIIti V 1 /4" MAX. SHIM -1 � CONCRETE PER TABLE A. SHEET 1 2-TRACK FRAME SILL CONCRETE INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE OR CMU PER TABLE 2-TRACK FRAME JAMB CONCRETE/CMU INSTALLATIO NOTE 5, SHEET 1 (1/4" MAX.) a EXTERIOR � 2-1/16"• EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL CONCRETE INSTALLATION PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) ,r. car EMBEDMENT: SEE TABLE A, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EXTERIOR 1/4° MAX. SHIM mrr CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2-1/16" " CONCRETE PER TABLE A.SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16' CONCRETE OR CMU PER TABLE A, SHEET 1 3-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 reit 0 4-TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 1/4" MAX. SHAM 4-- 0 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • CONCRETE OR CMU PER TABLE A, SHEET 1 4-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION CONCR'-TE PER TABLE A, SHEET 1 PRODUCT REVISED as compylnde with the Florida Buliding CoNOA-No. 16-0629.06 Expiation Date 02/17/2020 Br ii MiamhD et Control Raellrx OAK OM w,ddenc ReNsbor JR 10/10/14 cn.dneey ar 1070 TECHNOLOGYDRIVE N. VENACA FL 34275 (941) 490.1600 CERT. OF Mini. 429290 ANCHORAGE DETAILS 1• SERIES 770 ALUM. SGD - LM IMPACT •d.wr 800-T70 Saar NTS •.e 13 • 22 ..+eM. PGT0130 B • • tGENSF• Nu. 5?7C5 1!J -:' • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• • - INSTALLATION DETAILS WOOD FRAMING EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 • - -•• - • • • • • • FRAME JAMB• • • . • • • • i i gieQUIRM AT ALL • • • • • • • INSIaE PKET•S• • • • • • • • TO PRIEVENIT P-HOOK MOUNTING ADAPTER • QVT+TE1 WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES &TABMEA,SPIEET/I •• •••• •• SOyt�-�c�•v•s•� • • • • • ILLIAST)?ATjONr• SI E: a)• . • • • • • • • • • • • • t/STANCE!SEE • • • • • • • • TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, EXTERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES C7 & TABLE A, SHEET 1 (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE dr. v METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE RMRe EMBEDMENT: SEE TABLE A, — SHEET 1 T P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR #24, WOOD INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) R-Obnc d2�it P-HOOK CONCRETE OR CMU PER TABLE A, SHEET 1 EXTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN INTERIOR CONDITION P-HOOK MOUNTING CONCRETE OR ADAPTER SMS CMU PER TABLE ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, EDISHEET 9) DISTANCE: SEE T • BLE A, SHEET 1 EXTERIOR 2.693" MIN. EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS PARTS #19, #21, #23 OR //25, METAL INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EXTERIOR MOUNT ONLY Rove BY: Vow ,» Riettene Onsta Or JR c"r 1010114 rMy EMBEDMENT: SEE TABLE A, SHEET 1 1070 TECHNOLOGY DRIVE N. YFN5CE FL 94275 (94l}480.1600 CERT. OFAU7)L /29269 EMBEDMENT: SEE TABLE A, SHEET 1 0 2.693' MIN. EDGE DISTANCE CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE EXTERIOR P-HOOK MOUNTING ADAPTER CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK CONCJCMU ANCHOR TYP .,SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) d•'1a 127 INTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN EXTERIOR CONDITION P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1-1/4" MIN. EDGE DISTANCE EXTERIOR 2.693' MIN. EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS PARTS #19, #21, #23 OR #25, CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY ANCHORAGE DETAILS 7- SERIES 770 ALUM. SGD - LM IMPACT SGD-770 IDOL NTS 14 + 22 OW. h. PGT0130 xr B NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE ' PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED as camp)yylogg with the Merida Banding Ca1a _NOA-No. 16-0629.06 Expiration Data 02/17/2020 By Miami -IS ct Co tn�rol 6 • c` CONFIG. EXAMPLES HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS 'An' & SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'Dv/ &'Dc', SHEETS 12 & 13 PANEL CORNER DETAIL MAX. PANEL HEIGHT #10 X 1-1/2- PH SMS • • ••• • • • •• •• • • •• • •• •• • • • • • • •• • •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MAX. UNIT • WIIaTM• • • • • • • •M • • • • • • • • DLD •• • • WIDTH • • • • • • PANEL • •• •IP • 'QS'• • • • • NOM. • PANEL WIDTH TYP. PER TABLES 1-3 90° NOM. PANEL WIDTH TYP. PER TABLES 1-3 MAX DLO HEIGHT EXAMPLE: 90° INSIDE CORNER, 4 PANELS — XX/XX SILICONE FRAME CORNER DETAIL Part# Description Material 124 Kommerling 4SG TPS Spacer System See this Sheetfor Mattee rials 125 Quanex Super Spacer nXF with Hot Melt Butyl 126 Quanex Duraseal Spacer 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 SILICONE STRUCTURAL BY OTHERS POLYISOBUTYLEN WITH DESICCANT #8X1° PH SMS EXT. GLASS MAX. UNIT HEIGHT PER TABLES 1-3 STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS INT. GLASS KODISPACE 4SG TPS BUTYL 8 DESICCANT FOAM EXT. GLASS --� 5/16" NOM INTERIOR EXTERIOR 90° CORNER DETAIL'N2', SHEET 19 & CORNER ANCHORAGE SHEET 11 MAX. UNIT WIDTH INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS Gw & 'Gc', SHEETS 12 8,13 DLO WIDTH = NOM. PANEL WIDTH- 7' DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" HOT -MELT BUTYL 3/16" NOM. NT. GLASS SUPER SPACER®NXTTM ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS 12e DURASEAL® SPACER DESICCANT FILL AREA 5/16' NOM. SILICONE SEAL INT. GLASS XL EDGET"SPACER amey JR dew 0SDY1016 awWww B ADDED SPACERS. Awed Br DoW aw*bwc *weer ,» Omoes JR Cow 1a1W14 Oo•: 1070 TECHNOLOGY DRIVE M FEMCE FL 91275 (941)480-1600 CERT. OFAUIN. e70705 ANCHORAGE DETAILS/EXAMPLE ELEVATION SERIES 770 ALUM. SGD — LM IMPACT SGD-770 Ilese NTS 15 w 22 *.+. PGT0130 PRODUCT REVISED es complying with the Florida Building Code _NOA-No, 16-0629.06 Expiration Date 02/17/2020 By Miaml-0ada?+6dwet Contra A. LYNN MILLER, P.E. P.E.N 58705 CONFIG. EXAMPLES IXED JAMB DETAIL 'G2'. SHEET 18; INSTALLATION DETAILS 'GW & SHEETS 12 & 13 • • ••• • • • ••• • • • • • • • • • • • • • • • •• •• •• • • • • • • • • ••• • • • • •• •• • • • • • • . INTERLOCK DETAIL I FOR ALL DETAILS ITHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL'03', SHEET 18; 4i—INSTALLATI0j4 DE P L•S'Ow' &'Sac', SSIF•FFS 12 & 13 • • • : : • •• •HEADEF'DETAIL'A', SHEET 18; ASTRAGAL HEADER LL3TI N I SHEET• • • • • •INST.A .TION DETAILS'AW' & 'Ac', DETAILS'L1' & 18; INSTALLgTI [ TAILS • • •SHEENS 12 & 13 L2, SHEET 19 'Aw' &'Ac', SHEETS 1Z 13/" • • / • • • • • • • MA .11HEI PE TAB 1-: PANEL TYPE ,A, / SEE NOTE 2, PANEL TYPE ,D, 4 / PANEL TYPE .L, NOM. PANEL WIDTH TYP. PER TABLES 1-3 a0 X MAX. DLO HEIGHT PANEL TYPE ,R, / / X SHEET 15 a X � _moo MAX I INIT WIDTH L SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 WOO( (2-TRACK) ASTRAGAL DETAILS'L1' & L2, SHEET 19� JAMB DETAIL'H2', SHEET 18; INSTALLATION DETAILS Hw&'Hc',SHEETS 12&13 MAX HEI PI TAE 1 P-HOOK DETAIL 'J' & 'K', SHEET 19; INSTALLATION DETAILS 'Jw', 'Jc', 'Kw' & 'Kc', SHEET 14 • IJiT� GHT R LES • • • SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Dw' &'De', SHEETS 12 & 13 SILL DETA L 'D', SHEET 18; INSTALLATION DETAILS 'Dw' &'Do', SHEETS 12 & 13 MAX. UNIT WIDTH JAMB DETAIL'G3', SHEET /'18; INSTALLATION DETAILS -r 'Ow' & 'Gc', SHEETS 12 & 13 EXTERIOR MAX. UNIT HEIGHT PER TABLES 1-3 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL '11, SHEET 18; INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS'Iw' & INTERLOCK DETAIL 'M', SHEET 19 'Ic', SHEETS 12 & 13-\ ' HEADER DETAIL 4 ' 'B', SHEET 18; INSTALLATION DETAILS'Bw' & 'Bc', SHEETS 12 & 13 MAX. UNII WIUIM .UNIT SORT ILES -3 a 1 Q s� 3 MAX. DLO HEIGHT PANEL TYPE 'R' % / D PANEL TYPE 'L' / / SEE NOTE 2, SHEET 15 a 1 PANEL TYPE 'M' NOM. PANEL WIDTH TYP PER TABLES 1-3 b PANEL TYPE F / C> EXAMPLE: OXXXp (3-TRACK, RIGHT POCKET) SILL DETAIL'E' SHEET 18; INSTALLATION DETAILS Ew' & 'Ec', SHEETS 12 & 13 it• JAMB DETAIL'17, SHEET 18; INSTALLATION DETAILS 'Ird &'Ic', SHEETS 12 & 13 r MAX. UNIT WWI 1 I I I I I -1 1 1 ` MA UN HPE TABI 1 PANEL TYPE 'F NOM. WIDTH TYP. PER TABLES 1-3 X PANEL TYPE 'P' 0 PANEL TYPE 'M' SEE 2, SHEET 15 MAX. DLO HEIGHT I I PANEL TYPE 'F —.- 1 ,i I If EXAMPLE: XXXO (4-TRACK, BY-PASS) IT R LES SILL DETAIL 'F', SHEET 18; INSTALLATION DETAILS 'Fw'&'Fc',SHEETS I2&13 INTERIOR INTERLOCK DETAIL 'M', SHEET 19 90° OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR ja EXTERIOR MAX. UNIT WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1.3 HEADER DETAIL 'C', SHEET 18; INSTALLATION DETAILS Cw' &'Cc', SHEETS 12 & 13 Data Bevil by: Caw Rawl Ibt 0. 0111011114 JR Dar. 10/10/14 Clufa/ity: 1070 TECH.NOLOGY DRIVE N. VENICE FL 34275 (941)-480.1900 CERT. OFRUTH. 429296 L_ awake. EXAMPLE ELEVATIONS SERIES 770ALUM. SGD - LM IMPACT 8OD-770 NTS 16 r 22 PGT0130 PRODUCT REVISED as complying with the Florida Building Code ► 0A-No. 16-0628.08 Expiration Date 02/17/2020 By Mlam ct Contfol A. LYNN MILLER, P.E. P.E. 58705 • • • • • • • • • ••• •• •• • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • • • .. : : • • • • PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK OUT SINGLE INTERLOCK I� FIXED STILE _� TILP / NLLE•BOX �,•s9• ASTRAGAL • • (JT •• •• • RSAA4GAL BO><W • aA'TXRAGA OUT ANDLEr •~ • •. t ,ASTRAGAL BOX IN • "W/ HANDLE ~ :i l INT CORNER 90 LOCKSTILE W/HANDLE #120 EXT CORNER 90 LOCKSTILE W/ HANDLE m1s EXT CORNER 90 RECEIVER W/ HANDLE 441 /J11a INT CORNER 90 RECEIVER W/HANDLE e EXT CORNER 90 RECEIVER ulna roar EXT CORNER 136 RECEIVER W/ HANDLE 1.1� .fi•.. #61 INT CORNER 136 RECEIVER W/ HANDLE lJa1 .ar #61 SINGLE INTERLOCK T OSINGLE /` F PP K, , , • , • _ �: j TR TQ TC TA TV TW INTERLOCK B E P A• • �" .: 1 • • _ : • •• • C IC SQ SC SA SV SW SIRED snLENJ /� RR R /�/ • • • S' ' S"• " / FD FC FV FW LOCKSTILE W/ HANDLE D M/ J J _ ,---i��i PANEL'S LEFT STILE TYPE ASTRAGAL LR / PANEL NOTES: BOX U•: WI HANDLE ■ t �axa2p / / 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL ASTRAGAL BOX IN ^, �I SIZES & DESIGN PRESSURE. LEFT Q I RIGR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF W/ HANDLE ` re°+o PANEL lb di�J PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS ASTRAGAL T U STILE .0,EXTEAOR S� STILE AND ARE NOT AVAILABLE. BOX OUT / �g Dl0 3.90° ASTRAGALS TO USE HEAVY-DUTY STILES (#61), CORNER RECEIVER (#118) AND EITHER ASTRAGAL BOX IN /OV7J T 9QT w/ U leuT sq PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR (#119) OR INTERIOR (#120) CORNER ASTRAGALS. ASTRAGALS USE HEAVY-DUTY STILES INT CORNER 90 LocHcsTILE WI HANDLE #1 RT (� I // (4. #61) (#61) AND •--� CORNER ADDON (#31). .23T OCT SILL RISERS OPTIONS 232" 90 LOCKSTILE 0 WI HANDLE#11 QT QS // 232' EXTERIOR �32' EXTERIOR .062" R #81 f i / E R EXTERIO� a .062" 4.055" 90 HANDLER mob. L HANDLEEXT _ 118t CT CS / / .Oa2" � 2b58 3.305' R al81 INT 90 RECEIVE W/ HANDLER11@ AT AS DF 1.567' .062' PRODUCT REVISED th• Florida ,#1113as SILL RISER, FLAT. SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT complying with Building Code OCT CORNER 90 RECEIVER. /� CF / 18. 20 22 OFLUSH, 1-1/2" GLOW, 2-1/2" OMEDIUM, 24 3-1/4" OHIGH, 4" '18-0829.08 661 ~1 _NDA•4do. Expiration Dat.02/17/2020 EX I CORNER #31 136 RECEIVER .�ttikVT VS VF Tso' EXTERIOR, ~— '79 By / Wl HANDLE #6 \ / // �� 750' EXTERIOR .052" Miami-Da•7w�roduct Control INT CORNER •31 / WF / EXTERIO-R+{ < EXTERIOR a I�� .062' I4.065" 135 RECEIVER yl11. W/ HANDLE Y.61 WT WS /// I • INN .062' 2.555' 3.305' 1 062' 1 SILL 61) SILLSE BOX SILL RISER, BOX SILL RISER, BOX ::. ss'ns --- FLUSHI 1E /20 LOW,2/2° 5 O MEDIUM, 3-1/4" 2HIGH ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 o / f 6 ;- '.:':`',•; '',' 1070 TECHNOLOGY DRIVE I-- --{ PANEL TYPES Re* My- c.. R,res N. VEMCE FL 34275 nt .. ..`: ;:' Rawl its orc "Noble (941) 4904600 SERIES 770 ALUM. SGD - LM IMPACT as"ew. ate• •,.� O1i°"s` a'0 A. LYNN MILLER. P.E. �JRt _ td14114 [2r1.e9r mrr CERT. OFAUTH. 02929• .900-770 NTS 17 d 22 PGTO190 B P.E#597115 ♦ ♦ • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• • • • • • • • •• •••• •• • •• • •• •• • •• •• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 81 FULL LENGTH OF JAMB 6" LONG MIDSPAN EXTERIOR 2-TRACK JAMB CLIP #105 W/ RETAINER #106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) LT• MI FULL LENGTH ® OF JAMB 2-TRACK JAMB _ CLIP #80 0R #105 (SHOWN WITH a =[__ W/ RETAINER #123 i110 X3/4' SMS, X 3 6" LONG MIDSPAN . ,,EXTERIOR SHOWN WITH OPT. SCREEN TRACK oo o m I lL� �IIL, 0:illTL:9'r EXTERIOR T,L !J"r. FIXED PANEL TO "' ` THE EXTERIOR) 2-TRACK W/SCREEN FRAME HEAD v 2-TRACK W/SCREEN FRAME SILL ' ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE, • • • • • • • • • • • • • • • • • EXTERIOR .EXTERIOR • • ,.. • ••• • • _ • • ••• •• • • • • • • • 0 • • • 2-TRACK JAI! • (SHOWN WITH •DPERASSG • • •• • PANED •• •• 2-TRACK JAMB W/SCREEN 3-TRACK FRAME SILL • • • Oat nIF 75 d 1[7-11 .EXTERIOR 3-TRACK JAMB (SHOWN WITH OPERABLE PANEL) FULL PANEL JAMB LENGTH SEE DETAIL G1 FOR FIXED PANEL CLIP SEE DETAIL G2 FOR FIXED PANEL CLIP EXTERIOR 3-TRACK JAMB (SHOWN WITH FIXED PANEL TO THE EXTERIOR) 60 OR 61 .EXTERIOR 4-TRACK JAMB 0 (SHOWN WITH FIXED PANEL TO THE INTERIOR) EXTERIOR I !i 17 171I u CO CO _ ,.i� 4-TRACK FRAME HEAD andlak4-TRACK F FRAME SILL MAX. UNIT HEIGHT PER TABLES 1-3 4a. 4-TRACK JAMB (SHOWN WITH OPERABLE PANEL) baler Dela amo J�R 10/10/14 One 1070 TECHNOLOGY DRIVE N. VENCE FL 34275 /91}400•4600 CERT. OFAUTN. 029296 Oariplw VERTICAL SECTION DETAILS lir SERIES 770 ALUM. SGD - LM IMPACT er.wr.e 80D•770 NTS 1B 22 ary♦. PGT0130 PRODUCT REVISED •a complying with the Florida Bulldln9 Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 Miami-0a,51! rennet Control A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • a a • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 3. EXTERIOR P-HOOK FOR FLAT SILLS (EXT. OR INT. MOUNT) LOCK PAR 75 8107-11 EXTERIOR Q rTt NEP STANDARD ASTRAGAL #67 WITH STANDARD STILES 460 �L, EXTERIOR EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) LTi • • •• • • • • • • i • • • • • • • • • (1 • • • 0 ® • • • • • • • P-HOOK FOR BOX SILLS a EXT. MOUNT ONLY LOCK PART 758 107-11 lar MI E(TEOR Jai HEAVY-DUTY ASTRAGAL 868 WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) 135° OUTSIDE CORNER 2-TRACK SHOWN KEIF 90° OUTSIDE CORNER 2-TRACK SHOWN 4 INTERIOR 135° INSIDE CORNER 2-TRACK SHOWN rilks REF 90° INSIDE CORNER 2-TRACK SHOWN ° ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED as complying with th• Florida Building Code NOA-Ne. 16-0629.06 Expiration Date 02I17/2020 By MIam1=Oad Product Control a.r.+y D,W Rarer Rary Do. Rends Daft' Corm toPX JR Dar 10/10/14 Oscan IN DEW 1070 TECHNOLOGY DRIVE N. VENICE Pi 34275 (941)480.1600 CERT. OFAUlH. *28296 HORIZONTAL SECTION DETAILS, CORNERS n SERIES 770ALUM. SGD - LM IMPACT SOD-770 NTS 19 s 22 5—,- PGT0130 Arc B A. LYNN MILLER, P.E. P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • • • • • • • • • • • • • • - • • Item Dwg # POT# Description 1 17306 617306 2-TRACK HEAD • • 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL • • • 3 17309 617309 3-TRACK HEAD • • • 4 17312 617312 4-TRACK HEAD • • • 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB ADD -ON 7 17334 617304 2-TRACK SLL 8 17301 617301 2-TRICK SLL WITH SCREEN RAIL - • • 9 17307 617307 3-TRACK SLL • 10 17310 617310 4-TRACK SLL • 11 17313 617313 FRAME SLL TRACK INSERT• 12 17315 617315 FRAME SLL SCREEN ADD -ON (SEE NOTE 3) 13 17316 617316 FRAME SLL SCREEN END ADD -ON (SEE NOTE 3) 14 17305 617305 2-TRACK JAMB 15 17302 617302 2-1RACK JAMB WITH SCREEN RAL 16 17308 617308 3-TRAC3( JAMB 17 17311 617311 4-TRACK JAMB 18 17322 817322 SLL RISER -FLAT, FLUSH, 1-1/2" 19 17319 617319 SLL RISER -BOX FLUSH, 1-1/2" 20 17321 617321 SLL RISER • FLAT, LOW, 2-112" 21 17318 617318 SLL RISER - BOX LOW, 2-1/2" 22 17355 617355 SLL RISER - FLAT, MEDIUM, 3-1/4" 23 17354 617354 SLL RISER -BOX MEDIUM, 3-1/4" 24 17323 617323 SLL RISER - RAT, HIGH, 4' 25 17320 817320 SLL RISER -BOX HIGH, 4" 28 17333 817333 POCKET P4100K 27 7070 67070 NEOPRENE BULB WSTP FOR PHOOK 28 17334 617334 POCKET P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 17348 617346 POCKET P-HOOK FOR BOX RISER 31 17378 617378 135 CORNER 32 17378 617378 135 FDED MOUNT ITEMS 40-53 ARE SCREEN PARTS: 40 4319 612258 SCREEN SDE RAL - LOCXSTLE 41 7LOCKNGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 88152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAL 48 4318 812257 SCREEN BOTTOM RAL 47 668 7SRAZ STANDARD ROLLER 48 688 7SRAX STANDARD ROLLER - ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 O#) SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE -.165' 52 1694 61694 SCREEN SPLINE -,15V 53 61818C20 SCREEN CLOTH 54 1725 1/2" X4" X 1/18" SET. BLOCK, NEOPRENE 85 .1-5 55 1726 1" X 4' X1/16' SET. BLOCK, NEOPRENE 85 .15 • • • • • • • • ••• Item POTW PGT#. Description 80 • 17396• • 617325• P41NFl•STLE • 61: :7328• " 117353.• PPANNECSTLE (HEAVY DUTY) 62• •17321 617327. NjEltLOCKADAPTOR 63' • •122: BTP248• VRYL BULB WSTP. -THn (NS DE INTERLOCK) 84 1729 717�9•S LEND WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL • 88 173118• 018389 4I1,AVY DUTY ASTRAGAL • 0C :17* > 11 324 .- TOP a BOTTOM RAL • 7v •17380• 417350 9 ATHERSTRP EXTENSOR (INJECTION MOLDED) • 7f ! •1603 i •71E95 14/2" X 1" X3/4" HEN FIN SEAL DUST PLUGS 72 818 • 7Ifl6X ' •TANDEM ST. STL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SLICONE DOW-809, DOW- 950R GE-7700 75 8185 78185X GEM NI MORTICE 3-PLY DUAL LOCK W.40NG TRM PLATE 76 71032XIFPFX #1032 X 1" FL. SS SCREW W/ TYPE "F' TIP 77 7103239 10-32 STEEL ZINC U-HUT 79 17357 617357 1' IG BEAD 80 17359 817359 7/16" BEAD !RED PANEL CLP 81 ' 17360 617380 9/16" BEAD 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE NC, 1/2" X 1/16" SGL ME ADH. TAPE, POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72037 JAMB BUMPER 102 1696 71696 DUST PLUG 103 8188 78188X 1"KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FDED PANEL CLIP -13" LONG 106 17352 617352 FRED PANEL RETAINER - 9/10" 107 1739 71739 HANDLE KIT- NTER83R RAISED WITH THUMB TURN 106 1740 71740 HANDLE KIT- (RASED EXTERIOR HANDLE 109 1731 781825N HANDLE KIT- RECESSED NTERKXR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710X14PPSDAX 610 X3/4" PH. PN. TEK- S.S. 112 1235 67S16 WSTP, .270 X.170 - FIN SEAL 113 1712 6466 .187" X.230" FNSEAL 114 710X115PPX 610X1-1/2' 115 710XPPT #10X1" 116 720X1X #14=20 X 1" S.S. 117 720X112X #14-20 XI-1/2" S.S. 118 17336 617338 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEGREE OUTS DE CORNER ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 FDED PANEL RETAINER, 7/8" NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 58-559, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 3) USE OF #12 OR 013 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS kg 2,4" MAX. O.C. lis Ode Rawl* mar armor Mang 10/10/14 1070 TECHNOLOGY DRIVE K IIEA#CE FL 34275 (041)-460-1800 CERT. QrAU0L 22204 —J PARTS LIST 7- SERIES 770 ALUM. SGD - LM IMPACT Bolnatadat 50D-770 NTS 20 - 22 Deady PO 0130 PRODUCT REVISED as complying with the Florida Building Code _NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami- tiidi "V1oduct Control A LYNN MILLER. RE PP.#58705 • • ••• • • • ••• •• •• . • •• • •• •• . • • . . • • • • • • • • •• •... . • •• • • •• •• • •a • • 5.069' 0.081" - 2-TRACK HEAD (6063-T6 AL) 6.198" 1.211" • 0 081' -� 2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 7.105" 1.211" 0.081" - 3-TRACK HEAD (6063-T6 AL) 9.142" 8.582- 0.080" • • • • •• * • • • . • • • • • 1.505" • • • • • • • 1 • • • • • • • • 10 4-TRACK SILL (8063-T6 AL) 1.211" •• • • • •• ••• •• • •• • 86.5E6" ---• • • • .080' • • • • • 1.505" dJ 03-TRACK SILL (6063-T6 AL) 0.081" 1.260" L FRAME HEAD/JAMB SCREEN 6 ADD -ON (6063-T6 AL) 1.514" 4-TRACK HEAD (6063-T6 AL) 0.060" SEE SHEET 17 FOR SILL RISERS. Tier 1.211" 1.516" 12 FRAME SILL SCREEN . FRAME SILL SCREEN ADD -ON 13 END ADD -ON (6063-T6 AL) (6063-T6 AL) 0.221" - 0.080" f 1.505" ) U O2'_ A O 2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) 0.760" 02-TRACK SILL (6063-T6 AL) 0.060' REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. 1.990" REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX O.C. �j 1.36" 0.081" • 6.198" 2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 1.36" 0.081' -"- �7) 16 3-TRACK JAMB (6063-T6 AL 1.36" j.- 0.081" 1.872" �i . 0.062" - 1.019" SCREE 40 STILE (6063-T6 AL) 5.069" 91 2-TRACK JAMB (6063-T6 AL) 1.36" 0.081' 9.141" 17 4-TRACK JAMB (6063-T6 AL) -+( r- 1.045" 1;1.993" _ - 0.062" OSCREEN TOP RAIL (6063-T6 AL) -y1-r- 0.875" 1.993" L QSCREEN BOTTOM RAIL (6063-T6 AL) 0.062" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Pate 02/17/2020 Miam d duct Control Road an u.a.er JR o* 10!10r(4 amine Br w5 tom 7ECHVOLOGYDRNE N. 5 9tCE FL 34275 (801)180.1900 CER .. OFAUIH. 423180 EXTRUSIONS n SERIES 770ALUM. SGD - LM IMPACT SOD-770 NTS 2 w 22 0.010 PG70130 A. LYNN MILLER, P.E. P.E.# 58705 a A • • ••• • • • ••• •U •• • • • •• •• • 3 • • • • • • • • • • • • ••• • • • 0.718" .016" 0.050" .550" 0.062" 0.264" ©FRAME SCREW COVER (6063-T6 AL) 1.974" 2.44" 31 135° CORNER (6063-16 AL) 3.979" 0.125- 0 STANDARD ASTRAGAL (6063-T6 AL) SILL 11 TRACK (6063-T6 AL) 1.645' 1.003" 0.757" FIXED PANEL CLIP (6063-16 AL) 0.709" 0.080" --I FIXED PANEL RETAINER, 9/16' (6063-T6 AL) Dew 135 FIXED MOUNT (6063 T6 AL) [I10.080" } 0.709" -►i 0.863 I ®FIXED PANEL RETAINER, 7/8" (6063-T6 AL) . • • . • • ••• • • • • ••• • • 4• • • 2s P-HOOK (6083-T6 AL) •• • • • • 0.281" HEAVY DUTY ASTRAGAL (6063-TO AL) 2.893" 1.03" 2.826" • • • • 0.062" •-� • • • •" • P-N J M6UNTING 28 ADAPTOR (6063-T6 AL) •• ••• •• O STANDARD STILE (6063-T6 AL) 1.498" 0.080" 90° CORNER RECEIVER (6063-T6 AL) wwWEr 0.m Rowwww Ramer: ROWWw Dram ay JR 10!10/14 GOWN • •• 0.796" 0.752' 0.233" J 0.062" P-HOOK SCREW 29V.117 COVER (6063-T6 AL) 3.125" ()HEAVY DUTY STILE (8063-T6 AL) 1.600 1.304" P-HOOK FOR BOX RISER (6063-T6 AL) QOINTERLOCK ADAPTER (6063-T6 AL) 1.050" 1.050" 1.050" r._ .611" 4f».0: O69 TOP/BOTTOM RAIL 79 GLAZING 7/16" GLAZING 87 9/16" GLAZING (6063-T6 AL) O BEAD (I.G.) OBEAD, FIXED OBEAD (6063-T6 AL) PANEL CLIP (6063-TE AL) (6063-T6 AL) 4" 90' OUTSIDE CORNER ASTRAGAL (6063-T6 AL) 1070 TECHNOLOGY DRIVE N VENICE, R. 34275 (041)-4804000 CERT. OFAUTR 1/29290 EXTRUSIONS ras 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) SERIES 770 ALUM. SGD - LM IMPACT amrusws SGD770 NTS aw.° 22 .22 0.ww^ PGT0130 1.303' 0.062" 65INTERLOCK 65 SCREW COVER (6063-T6 AL) 0.885" 0.325' PRODUCT REVISED s compColy) g• with the Florida BWiding d NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami -Da roduet Cont/oi A. LYNN MILER P.E. P.E.# 58706