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WS-18-1199 Y . Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)796-2204 Fax: (305)756-8972 Inspection Number: INSP-303333Permit Number:' WS-5-18-1199 Scheduled Inspection Date:June 18,2018 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Window L3oorAttachment Owner: Work Classification: Window/Door Replacement Job Address:13'10 NE 105 Street 8 Miami Shores,FL Phone Number Parcel Number 11'22320810080 Project: <NONE> Contractor: DREAMSCAPE CONSTRUCTION iLC Phone: (786)970-2299 Building Department Comments REPLACEMENT OF EXISTING WINDOWS AND DOORS Infractio Passed Comments WITH IMPACT WINDOWS AND DOORS. INSPECTOR COMMENTS False f r Inspector Comments Passed Failed Correction Needed Re-Inspection Fee Na Additional Inspections can be scheduled until re inspection fee is paid For Inspections please call:(305)762-4949 June 15,2018 i Page 8 of 27 s Permit NO. WS-6-19-1199 �sNOREs Miami Shores VillagePerm+t Type:Windows/Shutters 3� 10050 N.E.2nd Avenue NE oricCiassca"ttbn::Window/Door ReplaCet Miami Shores,FL 33138-0000 P e r it - .- F}emvt Status:APPROVED Phone: (305)795-2204 �ORtDp` issue Date.5114/2018 Expirat ion: 11110/2018 Project Address Parcel Number Applicant r 1310 NE 105 Street Number: 8 1122320810080 RICHARD S BANICK&W MARGO Miami Shores, FL Block: Lot: Owner Information Address Phone Cell RICHARD S BANICK&W MARGARET& 1310 NE 105 ST UNIT 8 -- -- - - - MIAMI FL 33138-2144 Contractor(s) Phone Cell Phone Valuation: $ 5,058.68 DREAMSCAPE CONSTRUCTION LLC (786)970-2299 Total Sq Feet: 0 Type of Work:REPLACEMENT OF EXISTING WINDOWS AND Available Inspections: No of Openings:7 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 DBPR Fee Invoice# WS-5-18-67423 $2.55 05/04/2018 Check*219 $50.00 $143.15 DCA Fee $2.00 Education Surcharge $1.20 05/14/2018 Check#:221 $ 143.15 $0.00 Permit Fee $170.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $193.15 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do or stated. RA 14, 2018 Authorized Signature:Owner / Applicant / Contractor Agent Date Building Department Copy May 14, 2018 ; 1 Miami ShoresVillage RECF�I� - Building Department Y 04 ops 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By Tel:(305)795-2204 Fax:(305)756-8972 � INSPECTION LINE PHONE NUMBER:(305)762-4949 4 FBC 201- Q ' BUILDING Master Permit No. 9 PERMIT APPLICATION Sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL a ❑PLUMBING F-1 MECHANICAL PUBLIC WORKS F-1 CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1310 NE 105th Street City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-2232-081-0080 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: AE BFE: FFE: Stacey B Banick TRS,Stacey B Banick Revocable Trust 305-992-0550 OWNER:Name(Fee Simple Titleholder): Phone#: Address: 1310 NE 105th Street City: Miami Shores State: FLZip: 33138 Tenant/Lessee Name: NSA Phone#: Email: staceybba@gmail.com � 4--2-3 Z: CONTRACTOR:Company Name:Icyp^5C-r c- CSS 4'r'j-k+0e\ Phone ' Address:: __ 3 N. City:I-'to<<�J State: mak' I Zip:, i Qualifier Name: 1"Ot- Phone#: State Certification or Registration#: s i 3 r I S/I (p Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip:' Value of Work for this Permit:$5�Sg. �� r - Square/Linear Footage of Work: Type of Work: El Addition EJ Alteration LJ New X❑ Repair/Replace ❑ Demolition Description of Work: Replacement of existing windows and doors with impact windows and doors � 2 i Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ { Structural Reviews$ Bond$ i TOTAL FEE NOW DUE$ 1 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Wells Fargo Bank,N.A. } Mortgage Lender's Address 2323 Overland Avenue City Billings State Montana Zip 59102 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... ° OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE'RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith-that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 1 1� Signature OWNER or AGENT CONTRACTOR The f-orreegpiing instrument was acknowledged before me this The foregoing instrument s acknowledged before a this da of 30�allyy b da of 20 by U\QlcfA� I�o �(l�� whoi b � � 1� who is personally known to me or who has produced as me or who has produced as i identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign. Print: U l Print: •� „ uir Seal: sZ.•:"' p11AY ppBy� LOUIS A C LLADO ` MS' a JEANETTERUIZ Seal: i°• „`� Notary Public-State of Florida MY COMMISSION 6 GG 070624 _'•' :• Commission#FF 192763 +y W EXPIRES:February 7,2021 My Comm.Expires Feb 14,2019 Bon �:of s�$.`• ded Tlxu Notary PLM UttdB often; ��'oF f�,�.�`• ��•• Bonded th,)ugh National Notar Assn. sass*** ssss******#s***sssss** s*a**ss***** APPROVED BY ( Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 2 OFFICE OF THE PROPERTY APPRAISER F Summary Report Generated On : 5/4/2018 Property Information Folio: 11-2232-081-0080 Property Address: 1310 NE 105 ST UNIT: 8 r � Miami Shores,FL 33138-2143 STACEY B BANICK TRS k Owner STACEY B BANICK REVOCABLE TRUST 1310 NE 105 ST 8 Mailing Address MIAMI SHORES,FL 33138 USA------------ " PA Primary Zone 3000 MULTI-FAMILY-GENERAL 0407 RESIDENTIAL-TOTAL Primary Land Use VALUE:CONDOMINIUM- RESIDENTIAL Beds/Baths/Half 2/2/1 Floors 0 Living Units 1 Actual Area Sq.Ft Taxable Value Information Living Area 2,250 Sq.Ft 2017 20161 2015 Adjusted Area 2,250 Sq.Ft County Lot Size 0 Sq Ft Exemption Value $50,000 $50,000 $50,000 Year Built 1991 Taxable Value $115,760 $112,351 $111,223 Assessment Information School Board Exemption Value $25,000 $25,000 $25,000 Year 2017 2016 2015 Taxable Value 1 $140,760 $137,351 $136,223 Land Value $0 $0 $0 city Building Value $0 $0 $0 Exemption Value $50,000 $50,000 $50,000 XF Value $0 $01' $0 Taxable Value $115,760 $112,351 $111,223 Market Value $417,434 $417,434 $252,990 _.___ Regional Assessed Value $165,760 $162,351 $161,223 Exemption Value p $50,000 $50,000 $50,000 Benefits Information Taxable Value $115,760 $112,351 $111,223 Benefit Type 2017 2016 2015 Sales Information Save Our Homes Assessment Cap Reduction $251,674 $255,083 $91,767 Previous Price OR Book- Qualification Description Sale Page Homestead Exemption $25,000 $25,000 $25,000 30446- Corrective,tax or QCD;min 02/13/2017 $100 Second Exemption �r $25,000 $25,000 $25,000 3145 consideration Homestead 21169- Sales which are disqualified as a result Note:Not all benefits area applicable to all Taxable Values i.e.County, 04/01/2003 $0 pp ( Y 3743 of examination of the deed School Board,City, Regional). - -" _...__... _..___......... 16521- Short Legal Description 09/01/1994 $150,000 Sales which are qualified 2506 10/01/1991 $171,200 SHORES WATERSIDE VILLAS CONDO 167515246- Sales which are qualified UNIT 8 UNDIV 10.5% INT IN COMMON ELEMENTS OFF REC 15232-1777 https://www.miamidade.gov/propertysearch/ 5/4/1/2018 s SHORES WATERSIDE VILLAS Condominium Association, Inc. Miami Shores, Florida 33138 April 17, 2018 Re: Replacement of Existing Windows/Doors To Whom It May Concern: This letter serves as notification that Stacey Banick, owner of 1310 NE 105th Street, Miami Shores, Florida 33138, has the approval of the Association to replace existing windows and doors with those that are impact resistant. Richard Rondo Director OR Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 LORipA Fax: (305)756.8972 I Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall,abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door.permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 6o-4 AL Qualifier/Owner Signature Date Print Name t G r t ,STATE OF FLORIDA ,. . DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION s CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 I HAUGEN, JEROMIE LEE DREAMSCAPE CONSTRUCTION LLC 1737 N 16TH CT HOLLYWOOD FL 33020 I 1 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range :_ STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT OF BUSINESS AND restaurants, and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order SCC.131151167 s TISSUED: 07/28/2016 to serve you better. For information about our services, please .. I -•r-,,'.+Cgl log onto www.myfloridalicense.com. There you can find more CERTIFIED$PECIALTY CONTRACTOR r information about our divisions and the regulations that impact HAUGEN, JEROMIE LEE ,, you, subscribe to department newsletters and learn more about DREAM SCAPE.CONSTRUCTION°LLC the Department's initiatives. GLASS AND GLA20G-CONTRACTOR Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expirationdate^ AUG31,2018 L1607280002194 } DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY 3 STATE OF FLORIDA t DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION cK1 CONSTRUCTION INDUSTRY LICENSING BOARDr. SCC131151167 F � The GLASS AND GLAZING CONTRACTOR Named below IS CERTIFIED 'ycon` Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 �l- HAUGEN, JEROMIE LEE DREAMSCAPE CONSTRUCTION.LLC �» 1737 N 16TH CT . . HOLLYWOOD —rF1243020 �a, - a s ❑ r ICnM# Av An n 1 I nine .,..,, .. ..._- BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT i b 115 S.Andrews Ave., Rm.A-100. Ft. Lauderdale, FL 33301-1895—954-8314000 h VALID OCTOBER 1,2017 THROUGH SEPTEMBER 3o,2018 Receipt#:189-6394 } DREAMSCAPE CONSTRUCTION LLC ND ALL OTHER TYPES CONTRACTO Business Name• Business Type:(GLAss AM.AziNG a)NTR4 R) • Business Opened:07/07/2009 i Owner Name:3ER4MI✓ 16 iillT ty SCC131151167 Business Location:1737 N 16TH LP State/COun /t erURe9: 's HOLLYWOOD Exemption Code: j Business phone:786-970-2299 Rooms Seal+ Einptoyess ARachhnes Professionals For Vending Business Only 1 Humber of Machines: ' Vending Ty_pe• a �AmountTransfer Fee NSF FeedPrior YearsCottedion Cost Tatat Paid 0.00 0.00 2,70 0.00 0.00 29.70 E 1 i THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS r 4 " ` THIS BECOMES A TAX RECEIPT This tax is levied for the prMlege of doing business within Broward County and is non regulatory in nature.You must meet all County and/or Municipality planning I WHEN YAUDATED and zoning requirements.This Business Tau Receipt must be transferred when the business is sold. business name has dnanged or you have moved the i business location.This receipt does not indicate that the business is legal or that it is in wmptiance with State or local taws and regulations. 1 Mailing Address: 1 DREAMSCAPE CONSTRUCTION LLC Receipt #03A-17-00000103 1737 N 16TH CrPaid 10/04/2017 29.70 - � , . HOLLYWOOD, FL 33020 a ' tF 2017_ ` 2018 - ! I • ` . JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 3/6/2016 EXPIRATION DATE: 3/6/2018 PERSON: HAUGEN JEROMIE L FEIN: 320266188 - BUSINESS NAME AND ADDRESS: DREAMSCAPE CONSTRUCTION LLC 1737 N 16TH COURT 1 LLYWOOD FL 33020 SCOPES OF BUSINESS OR TRADE: IRON OR STEEL: DOOR AND WINDOW ERECTION CONSTR INSTALLATION Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13);F.S.,Notices of election to be I exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a i DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 t ! I i 4 I 4 I � N ^l G� 60 X COD om 1-7►119 fi + ----------- 60)C3-7 (pp x 37 a /vete 4 j 0714-13 O '14 i u All& I� �A° T 3�� : •. : . -p V O �`.'• • • • • • • • • - - - 51 • • • • • • • • • • FLORIDA BUILDING CODE,-6th Edition (2017) / ASCE 7-10 CATEGORY WORST CASE DESIGN,PRESSURE CHART FOR COMPONENTS AND CLADDING Engineering Services;Inc-5 1600 S.Federal Hwy Ste 207,Pompano Beach.FL 33062 For Buildings with a Mean Roof Height of 60 Feet or Less (954)784-6991 Tel•(954)781-5708 Fax amanda®c5es.com•CA#25854 DESIGN PRESSURES FOR INTERIOR ZONES("Zone 4") DESIGN PRESSURES FOR EXTERIOR ZONES ("Zone 5") ULTIMATE WIND SPEED imoh)_ 175 Mean Roof Tributary Area(sq.ft) Mean Roof Tributary Area(sq.ft) Height Het ht EXPOSURE CATEGORY= C (N) 10 15 20 25 30 35 40 45 50 (ft) 1 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 15 l 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 Tables are valld for the followina conditions only: -43.4 42.4 -41.6 41.1 40.6 40.2 -39.8 -39.5 -39.3 53.6 -51.5 -50.0 48.9 47.9 47.1 46.4 45.8 45.2 1 Wind Speed,(V,„3-second gust)= 175 mph 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 2 Risk Category:11(General Residential and Commercial -44.0 43.0 42.2 41.6 41.1 40.7 40.4 40.1 -39.8 -54.4 -52.2 -50.7 49.5 48.6 47.7 47.0 46.4 45.9 Construction). 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 3 Exposure Category C 44.6 -43.5 -42.8 -42.2 -41.7 -41.3 -40.9 40.6 -46.3 -55.1 -52.9 -51.4 -50.2 . 49.2 48.4 47.6 47.0 46.5 4 Topographic Factor(Kzt): 1.0(Flat Terrain) 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 5 Directionality Factor(Kd): 0.85 45.1 44.0 -43.3 -42.7 -42.2 -41.8 41.4 -41.1 -40.8 -55.7 -53.5 -52.0 50.8 49.8 -48.9 48.2 47.6 47.0 6 For situations requiring Kd-1.0,multiply the values in 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 these tables by 1.18. Verify Kd requirements with local 45.7 4 .6 43.8 -43.2 42.7 -42.2 41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 48.1 -47.6 building official and product approvals before use. 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 7 Enclosed Building:Gcpi-0.18 46.2 -45.0 -44.2 -43.6 -43.1 42.7 -42.3 -42.0 41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 Consul an Engineer for any other conditions 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -47.1 45.9 45.1 44.5 44.0 43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 49.6 -49.0 Instructions 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 1 Tables show the"worst case"design pressures,with any -48.0 46.8 -46.0 45.3 44.8 -44.4 -44.0 43.6 -43.3 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 unknown variable at its critical condition. 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 2 Tables are valid for any roof slope. For reductions for roof 47.6 -46.8 46.1 -45.6 -45.1 -44.7 44.4 -44.1 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 slopes less than 10 degrees,consult Engineer for site 28 45. 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 28 45.70 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 specific analysis. 49. -48.3 47.5 46.8 46.3 45.8 45.4 45.1 44.8 -61. -58-8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.61 3 Calculate the average roof height. If average cannot be 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 30 .3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 determined,use the peak roof height. Round up the roof -50.3 -49.0 -48.2 -47.5 -47.0 -46.5 -46.1 45.7 -45.4 62.1 59.6 57.9 56.5 55.4 54.5 53.7 53.0 52.4 height to the next highest table value. 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 4 Calculate the tributary area(length x height)of the opening -51.0 49.7 48.8 -48.2 47.6 47.1 -46.7 46.4 -46.0 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 in question.Round the tributary area down to the next 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 smallest table value. If the tributary area is unknown,use 34 -51.6 -50.4 49.5 -48.8 48.2 47.7 47.3 47.0 46.6 34 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 the most critical value(10 square feet). 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 36 48.2 46.9 46.0 .45.3 44.7 44.2 43.8 43.4 43.1 5 Area between structural mullions shall be used as tributary -52.2 -51.0 -50.1 ' 49.4 48.8 48.3 -47.9 -47.5 47.2 -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 area. 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 6 Determine the Zone(Interior 4,or Exterior 5)of the -52.8 -51.6 -50.6 49.91 49.4 48.9 48.4 48.1 47.7 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 opening. An opening with any portion closer than distance 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 "a•to a building comer shall be considered in an Exterior 40 40 Zone(5),otherwise if all of the opening falls more than -53.4 -52.1 -51.2 -50.5 49.9 -49.4 49.0 48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 distance from a building comer,the opening shell be 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 44 50.2 48.9 nce•a 48.0 47.2 46.6 46.1 45.7 45.3 45.0 54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 49.6 -49.2 -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 considered in an Interior Zone(4). 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.81 7 Distance•a,"as refered to above,shall be calculated as the -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 -68.5 -65.8 -63.9 -62.4 -61.2 -A02 •$9.3• -18.5t*-57A • sbwller of 10%of the minimum building width or 40%of 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 52 52.0 50.7 49.7 48.9 48.3 •47.8 4.13 •46.9 16. the height,but not less than 3 feet. -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 -69.7 -66.9 -65.0 -63.5 -62.2 dl 3• 5 8. • 8 Ife,�d the worst case positive and negative design pressures 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 56 52.9 51.5 50.5 49.7 49.1 •46.5 •alb.l •49.7 •47. • •it use as required by governing building department. 57.3 55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 70.8 68.0 66.0 64.5 63.2 62.2 61.2 60.4 -59.7 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 d0 -58.2 ,--56.8-_ -55.8 -55.0 - -54.3 -53.8 -53.3 -52.9 -52.6 -60 71.8 69.0 -67.0 -65.4 -64.1• -63.1 •-62.1 •-61.3 •-60.6 • • - t General Notes • • • ••• • • • • • 1 These tables list allowable pressures(W„a),given as 0.6•WW,,where W„t,is the wind pressure calculated in accordance with Chapters 26 and 30 000 i• • • • • • • of ASCE 7-10 using the ultimate design wind speed(Vult)and the variables given herein. • • • • Emffib'I.AA'ellinger,P.E. 2 These tables are not valid as a site-specific drawing FL P.E.#50049•,.1 t CIA r 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables,and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. • • • • • • • "'"� - / , 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. • • • •• 1 • • • - ,sY'a 6 This document is the work and property of Ernma T.Mellinger,P.E.,and shall not be reproduced in whole or in part without her express written consent. 0 0•••0 0 :)atg�•4&uary 2,2018,E 0040 • 0 0 0 1411t 11id wilhout Signature and Raised Embossed Seat hI IAM I•DADE MTANiI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND:ECONOMIC RESOURCES(RER)' Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Windows Systems,LLC 8502 NW 801 Street Medley,FL 33166 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 PERA-ProductCdiltr9l Section to be used in Miami Dade County and other areas where allowed by the Authority Havinj Jurisdiction JAW). This NOA shall not be valid after the expiration date stated below.The Miami-Dade CqVity.�rodu4b*101701 Sggt!44• (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rpj4rve the right to have this. product or material tested for quality assurance purposes. If this product or material fai6ta perform ix-the aceep1ea: a manner, the manufacturer will incur the expense of such testing and the AHJ may im6edirately revoke,*modif�:I7t suspend the use of such product or material within their jurisdiction. PERA resdftS'She right;td1-evok8'>1119 acceptance, if it is determined by Miami-Dade County Product Control Section that tliis�roduct or material faits 1; • .. ... meet the requirements of the applicable building code. • • • . . . . ...... This product is app 11 cn a erein,and has been esigne r with the.Florida Bu=Wg Code,. including th g Velocity Hurricane Zone. .• •• • DESC TION: Series 600 Aluminum Outswing French Door w/wo Sidelites-L.M.I. • APPRO OCUMENT: rawm. - um utswing Entrance Door (L.M.I.)", sheets 1 throug o I e 7.1),prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on 11/09/17, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP)ratings in sheet 2. See Single or Double Door DP ratings with sidelites(w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 &2 in sheet 7_l. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved", noted herein. RENEWAL of this NOA`shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. , TERMINATION`of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0603.13 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. -7 NOA No. 17-1218.15 MIAMI DARE COUNTY !' / 2 v k tole Expiration Date: March 20,2019 pproval Date: February 08,2018 F. Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets I through 9 of 9 (inclusive 7.1),prepared by Al-Farooq Corporation, dated 02/13/12 and, last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. . . 0000 0000.. .. 0000 B. TESTS (submitted under file#12-0402.03) 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 •••••• , :0000: 2) Uniform Static Air Pressure Test, Loading per Mi�,TAS-10;94 - 3) Water Resistance Test, per FBC, TAS 202-94...... 0000 00:000 4) Large Missile Impact Test per FBC, TAS 201-94--0 •• 0000:0 5) --•:- 5) Cyclic.Wind Pressure Loading per FBC, TAS:263'94 '. 6)Forced Entry Test,per FBC 2411 3.2.1, TAS ' 02-24 ...... along with marked-up drawings and installation diagram of an aluminum nwfs4ing Frefich door?" prepared by Hurricane Engineering & Testing, Inc., T est Report No. •• • HETI-12-3357,HETI-12-3358, HETI-12-4003,HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E: Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS y 1. Anchor verification calculations and structural analysis, complying with FBC-2014(51, Edition),prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02, -04 & -09. J 4 D. QUALITY ASSURANCE I. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former ' Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. 1 orge M..Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20,2019 Approval Date: February 08,2018 E E-1 r t Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS ` 1. Statement letter of conformance to FBC 2014 (511 Edition)and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER ` r . 1. This NOA revises NOA#12-0402.03, expiring 03/20/19. •••••• • 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. •` ...... .... ..... 2. NEW-EVIDENCE SUBMITTED • A. DRAWINGS 1. Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing Ejtranje Dooj•(-49.L)",•�••, sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corp'oratio'n, dated 02/13/12 arid: last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E. •• • B. TESTS 1. None. E C. CALCULATIONS, 1. Calculations,prepared by Al Farooq Corporation, dated 10/03/17, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their "Saflex Clear.& Color GIass Interlayer", expiring on 05/21/21. { F. STATEMENTS 1. ' Statement letter of conformance to FBC 5th Edition (2014) and FBC 611 Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmdd, P.E. G. OTHER 1. This NOA revises NOA#15-0603.13, expiring 03/20/19. Jorge M.Plasencia,P.E. Pr duct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20,2019 Approval Date: February 08,2018 F E-2 t j,[ ' T SfREN'D. GLASS 3/16'HEAT STREN'D. CLASS w I ` � m 0"Interloyer 090'Interlayer a sifol PVH Troslfoi PVB .� • 'Kurcray America, Inc.' By 'Kuraroy America. Inc.' q 3 r 1/8"HEAT STREN'D. GLASS 3/16'HEAT STREN'D.GLASS R y�•+ < a2 - . I SILICONE SILICONE w ILDOW CORNING 899 Z m DOW.CORNING 899 0y 26O ��1 �-I 0L0ICIRE \ / RE DSETTIN FOR W1DTH5G BLOCKS T D�(CEEDING 36"ONLY. i LL o fj COWS COLEAR BLOCKS TCH GLAZING BEAD LEG TO a ZREWF, 1' GLASS 17PE 'G2' — o v J � 1/6'TEMP.GLASS g J 5/16"AIR SPACE i/8"HEAT STREN'D. GLASS W .090'Interloyer LLJ Saflex Gear And Color Glass By 'Eastman Chemical Co.' Z N 1/8'HEAT SREN'D. GLASS 164 SILICONE D 0 0 00 i m DOW CORNING 899 Z 3- 26 4- vl 26 CARDINAL XL g 3 Z o SERIES 600 0 EDGE SPACER N ALUMINUM OUTSI ING ENTRANCE DOOR 15 i e sr. sTEEL - V o o SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. '�W" w cam ~ STAND ALONE SINGLE SIDELIiE SEE SHEET 3. \ SINGLE AND DOUBLE LEAF DOORS-WITH SIDELITES SEE SHEET 3. 35 SILICONE LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPAC17Y•WILL APPLY TO ENTIRE SYSTEM. w \ / l W SETTING BLOCKS AT INSUL. LAM.GLASS o DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS S 8 RESISTANCE IS REQUIRED. A o�12 GLASS TYPE 'G3' ��o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE >>'' REQUIREMENTS OF THE 2014 (5TH Ei17 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS m m- - TO THE BUILDING STRUCTURE. ° o m n g $ •• ••• • • • • • •c 0 E ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETALLS • • • • • • E o� m AND INSTALLED PER MANVF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE P comp fn REVNSEU• • • • • • c MATERIAL SHALL BE BEYOND WALL CRESSING CR STUCCO. B ldingwing w1�1 a�lor�la• • ••• • U U I I1 NrT o Building Cele • • • • • ``�\11 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. NOA-Wy.• �j-=2'I�• • • • •• ��Qa® /W. /� n ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. Expiration Date 03/20/2019 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT '� o n COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE By _ _ .70592 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.-CODE&ADOPTED STANDARDS. 4 -M1an*-0a airiduct ii,ntrol • •- •_ s u • • • • • • i t tom- 3 8 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ..,' • • • ••• • :Nov 9 f•297 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY • • • • • • • • •• • OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ® OF <t/� drawing no WATER INFILTRATION RESISTANCE ETC. • ••• ••• • i �' CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, THESE DOORS ARE RATED FOR LARGE& SMALL M16SILE IMPACT. i C9 W12-08 AND TO BE REVIEWED BY BUILDING OFFICIAL SHUTTERS ARE NOT REQUIRED. /r+111111itI sheet 1 of 9 ••• • • • • 00* • • • • • • • • • • • • • •• •• • • • •• •• {� 0 39 3/4"MAX 76'MAX. 37 3/10" WAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH N HEAD do SILL ANCHORS ^• Z q H J AT STILE ENDS 12" (4)AT 3"O.C. 12" 12" f"W Z 1 5"MAX- - 5"MAX. ' 5' MAX. p- MAX. IL "i n :2HEAD/SILL q SILL HEAD/SILL A -EA I HEAD/SILL I F S 0 OJ po!.0 0 CORNERS CORNERS �i' '�� CORNERS I a q r- �?N / ! !7 Q mog --- T-- �7 \ ---- O LLjg1r C C Z g 11 \ ii W�4 gg /11 E LOCK OPTIONS / jj E LOCK OPTIONS jj J t7 02 - _ / Ii #1 OR /2 / g1 OR#2 ' I (OPTION 2'SHOWN) It (OPMN 2 SW I SEE SHEET 7.1 rs F —/> SEE SHEET ~i II FOR DESCRIPTION x FOR DESCRIPTI0�1 c9 m aOa.. I'�' © 2� `/IY m dY w a •� w - —u J �� _--_-IL--__ e �/ m O ____J1_____ g ......11 ti- 0 W II II II g C0 co n _ t INACTIVE I ACTIVE N n CA C, J SURFACE APPLIED m Z SURFACE APPLIEDJ Z SURFACE APPLIED W m FALSE MUNTINS CR 26 15/16" o FALSE MUNTINS OR 26 15/16" 26 15/16" �o FALSE MUNTNS OR 32 3/4" � --� DECORATIVE GRILL D.L OPG. O DECORATIVE GRILL D.L OPG, D.L.OPG. v DECORATIVE GRILL D.l. MAY BE USED MAY BE USED MAY BE USED 37' MAX. 37 MAX- C LEAF WIDTH LEAF WIDTH (X) (XX) (0) 's 8 s STAND ALONE SINGLE SIDELTTE Q 5 DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY -PSF SEE SHEET 3 FOR CAPACITY SINGLE DOORS (X) DOUBLE (XX) u DOOR DMS. LAMINATED GIASS DOOR DIMS. LAMINATED GLASS FRAME I LEAF I FRAME I FRAME LEAF FRAME WIDTH WIDTH HEIGHT EXT.(+) INT.(-) WIDTH WIDTH HEIGHT 39-3/4' 37" 1 98' 1 70.0 1 75.0 76- 37' 98' 70.0 1 75.0 ' 00 Nomsss Ms cu"IyiW vqith Vie 111Iorf0a •• •d3 1N%Cgjje 1$.15 • `AAAAAAIItI 1/��i� H o GLASS D L.O. DINS. •• ••• •• • R II�� 1.Zp D.LO. HEIGHT = FRAME HEIGHT - 11.125" Explratlon Date031L01s0 9 ,Q`.�JG� •.,• :� T g i D.LO. WIDTH (X DOORS) = FRAME WIDTH- 12.813" D.L.O. WIDTH (XX'DOORS) _ (FRAME WIDTH - 22.125")/2 000 - NOTE: • • • • • • • • • _ a ••• • • • • GLASS CAPACITIES ON THIS SS�c�r AR: . • • • • • • •• • T OF lV' drawing no. NOTE: BASED ON ASTM E1300-09 193 3EC. el}3TS) • • • • • • EGRESS REQUIREMENTS TO BE RE`AEWED • • • ? i/ AS' O I t.." i�� W�2_08 AND FLORIDA BUILDING COMMISSION ��jJV •!4j z��. i �'®NAL�T � BY BUILDING OFFICIAL DECLARATORY STATEMENT DCA05-DEC-219 A ` �L11nnt1AA sheet 2 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • 9 9 ••• 0 0 DESIGN LOAD CAPACITY - PSF - 748' MAX. w W f 'DESIGN LOAD CAPACITY - PSF SIDELRES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH STAND ALONE SINGLE SIDEUTES (SEE NOTE BELOW) HEAD&SILL ANCHORS ry SIDELITE SIDELITE WITHOUT SIDEUTE SIDELITE 1FITHOUT WITH CLUSTER OF (4)AT 3"O.C. FRAME FRAME REINFORCING FRAME FRAME REINFORCING REINFORCING (4STILE ENDS 0 g WIDTH HEIGHT WIDTH HEIGHT 6" ATH)ANCHORS 12" 1= INCHES INCHES IXT.(+) INT.(-) INCHES INCHES ERT.(+) INT.(-) EXT.(+) INT.(-) 3, . MAX f ;�• i 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5 HEADSILLICA HEAD O p O 30 70.0 75.0 30 70.0 75.0 70.0 73.0 / - _ SILL p"4-a CORNERS `� `� i �� d fu N 36 82 70.0 75.0 36 82 70.0 75.0 70.0 73.0 W{y 37 70.0 75.0 37 70.0 75.0 70.0 75.0 - - __ 0 t m n 42 _ 61.7 66.1 42 61.7 66.1 617 88.1 / i (�O L m _ 24 70.0 75.0 _ 24 70.0 -75.0 70.0 75.0 _ _ " -- - I I /- -1 I.- -\- - - -. C 2>x m - ---- 30 70.0 75.0 30 �--"- 70.0 75.0 70-0 75.0 j j i / I 1 \ 0 36 86 70.0 75.0 38 l 86 70.0 75.0 70.0 75.0 �__JL____ ___L_1_ I a = ---I 2 C 6 37 70.0 75.0 37 70.0 75.0 70.0 75.0 '--� ---- ---I \ I Lu 42 817 66.1 42 81.7 66.1 61.7 66.1 it I I E \ U.W 24 70.0 75.0 24 70.0 75.0 70.0 75.0 I I /I I I I \ J ZpZ hm1 30 69.8 69.8 30 89.8 69.8 70.0 75.0 (DH - 92 92 92 36 84.1 64.1 36 84.1 64.1 70.0 75.0 37 83.3 63.3 37 63.3 63J 70.0 75.0 ti ff it 24 63.3 63.3 24 63.3 63.3 .70.0 30 96 57.8 57.8. 30 99 57.8 57.8 70.0 75.0 m i l I i rs 4 36 53.1 53.1 38 53.1 53.1 70.0 75.0 -----ir----- \----TI--_^- 37 52.4 52.4 37 52.4 52.4 70.0 REINFORCING it \\II ' MDECRir �w AS REOD. II ,1I I I SEE CHART i U it \ I r ti II I I () B I \ I O Q m \IINACTNE, s 3 Z n o 04 LJ 39-3/4"MAX. (SINGLE) SURFACE APPLIED )+yi W SINGLE SIDELfTE WIDTH SIDELITE WIDTH 76" MAX. (DOUBLE) FALSE MUNTINS OR 32 3/4" 26 15/16" 26 15/16- � DOUR FRAME WIDTH DECORATIVE GRILL D.L OPG. Dl OPG. D.L. OPG. a v MAY BE USED 37" _ NOTE: LEAF WIDTH �- FOR DOORS CAPACITIES SEE SHEET 2. o FOR SIDELITE CAPACITIES SEE CHART ABOVE. sDEurE FRAME mom 39 3/4"MAX. (SINGLE) v LOWER VALUES FROM DOOR OR SIDELITE Cf ART MAX 76"Max. (DOUBLE) o R WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH �n (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 GLASS D-L0. DIMS. a Ki" D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 7 7.000" oD CT EV E m o••• •••�R••DoTyi �v�th�is glorjda• 'D.LO. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" $ 1,r. • �F1I i7' .1s • •d+0# • • • `"L711Utlrrr7j7 By ��.•`JGSNyF :O i MI i-Dadroduct Contro / y_ 7 NOTE: •- -••r • • • •_�E q}7� - :�7_ g, GLASS.CAPACITIES ON THIS !IEl I AR: • • • • a • ' BASED ON ASTM E1300-09 30SEC. 4UST9) ••• • • I • •7 EOF �. drawing no. AND FLORIDA BUILDING COMfS1ON 1D�••' ��` - DECLARATORY STATEMENT DCAOS-DEC!219 • • ••• • '��S/ONAd"��`�. rrrrlrltl1111` sheet 3 of 9 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • PROPERLY SECURED 29Y WOOD BUCK 9/16-WIN. TYPICAL ANCHORS EDGE DIST. A 1BY WOOD BUCK OR THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD STRUCTURE o PENETRATION FOR SPACING a EDGE DISI. SEE NOTE SHEET 1METAL,N�- N EDGE EDGE DIST. Z m 3 - I 11 n'4 i IM 10 3 d a nILIY 25 ¢ rn & ' g I 1 2 = W A� yy i T 26^ 2 - TYPICAL ANCHORS f} -7— _AL ANCHORS TYPICAL ANCHORS a Af g 1 , SEE ELEVATIONS ELEVONS S£E ELEVATIONS0 a O o N I FOR SPACING FOR SPACING FOR SPACING G d t E. T I-1' IY K Z zLIJ CI y LL p 11 MIAMI-DARE COUNTY APPROVED I I u'ZZz OCLIPPED MULLION 0 0 M I j SEE SEPARATE j i Q W°moi g tL-li.GLAZING OPTIONS TYPICAL ANCHORSSEE SHEET 1SEE ELEVATIONS FOR SPACING 1BY OR 29Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS= ° in MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE.w t" - LE.Y FOR SPACING ULTRACON BY 'ELCO' lFu=i KSI,Fy=155 KSI) ,T„_,,qr,yn raucKS OR WOORS7R11�TURES �---� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) 8 S N -- DIRECTLY INTO CONCRETE OR BLOCKS ss 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) C ai W 7A T\ 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) m Ell 41 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS �� yy OR •• ••• • • • • • •• __ co^^'. �� (R i 26 2 INTO METAL STRUCTURES (HEAD/JAMBS) • • • • • • • • • ,°-, o S 29 6 I LJ • •• • • • • • DOOR DETAILS 1 I (3) THREADS MIN. PENETRATION BEYOND SUBS Af�TE e •• • • •POQd IS t '� ALUMINUM: 1/8- THK. MIN. (6063-TS MIN.) • • • • •B �! . = STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) •• ••• •• Bul dl gl n e� the Florida ` 1111 U)hr 4 m 17-1218.15 ��`V V, AN, r" (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTEO) NOA-No. ��_p.� .. J Expiration Date /20/2019 / i g TYPICAL EDGE DISTANCE EN `v • • - 1 INTO CONCRETE AND MASONRY = 2-1/2" SIA.} •••• • NOT y - _, . E, a ° INTO WOOD STRUCTURE = I" MIN. • • • i•• •M mi-D rod lip00 ntrol a g Y INTO METAL STRUCTURE = 3/4" MIN. ��'•• � C� TYPICAL ANCHORS - • • •• • • • • • • T OF dr°wln no. EOCE DIST. SEE ELEVATIONS • • • • ••• } %O Qr� 9 WOOD AT HEAD OR JAMBS SG - 0.55 MIN. 1/2-MIN. -- FOR SPACING .. �, ,J 2p,',7 '•A' O[`.•' \�` w1 n_,00 THROW BOLT CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. 2-. s PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. ��iYSP®HAS rTlll lll11t1` sheet 4 of 9 • • • • • • • • • • • •• •• • • • •0 0 • ••• • • • 0% • 0 1/4-MAX, © O 1/40 CONCEALED FLUSH BOLTS D SHIM 1• o SHIM LEVERS AT STILE FACE 3 7BY n TYPICAL ANCHORS .WOOD BUCK Z m SEE ELEV. t6 ACTIVE LEAF 0 t q W i FOR SPACING g d 26 13 d cSi 6 p za 0 v w .IR TYPICELEV CM06 OSEE ?y FOR SPACING _ ^ _ _ O.0 O�Cp g 27O '¢ 23 23, EXTERIOR Q w? n 7fl 9 D.L.C. METAL STRUCTURE_I 37" MAX. .T.I W In In SEE SPEC SHEET 4 LEAF WIDTH 'LOCK`OPTICNS a W f 11 OR 12 39 3/4-MAX. OPT10N 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 FOR OESCPoPTtt)N 1/4-MAX. J CJ SHIM Q J N 1/4"MAX.'. 25 m N SHIM CONCEALED FLUSH BOLTS O 3 LEVERS AT INSIDE FACE OFSIILE CONCEALED FLUSH BOLTS 2BY WOOD 8 K LEVERS AT STILE FACE - OR W TYPICAL ANCHORS WOOD STR TURE W SEE ELEV.- EE NOTE HEFT 1 FOR SPACING 16 INACTIVE LEAF ACTIVE LEAF - z �10 N O' 26 13 25 - 5 3 y M N 0 m i W . N U cDm 4W. 23 73 25 TYPICAL ANCHORS 19 9 D.L.O. 17 7D \- SEE ELEV. D.L.O. FOR SPACING LEAF WIDTH LOCK OPTION N2 EXTERIOR 8" _ LEAF WIDTH o DOUBLE DOOR FRAME WIDTH 2 POINT LOCK ASSEMBLY- 4 FONT LOCK ASSEMBLY C u J ry INACTIVE LEAF •ACTIVE Lw ell 8 o$ • •• • PRODUCTREVISED m o<m u o ' • •• • • • A cd"Ring vgth the Florida 26 •• •• ••• •allonAN11 9:1d"d7-1218.15 1t10 11 -- _ Expiration Date 03/20/2019 '�'•�IO�sF �d "' t a By t� _7Q592 0 1i,=ll • 1V11a.60 Prada Contra a E �- L di•• • • 0.. •. • �b �� EXTERIOR • • •• • i • • OF lye` drawing no. • DOOR DETAILS ••• •t:i�V f ��'%,��+�;� ° ��e � W12-08 LOCK OPTION It _ SAA/®�j�L t17�` sheet Sof 9 • • • • • • • • • • U TYPICAL ANCHORS w SEE ELEVATIONS1/4'MAX_ HO 1/4'MAX' m FOR SPACING EDGE qST. _ SHIM SHIM N 6 Z r 3 s. ley e�• WOOD BUCK O k TYPICAL ANCHORS �j Z SEE ELEV. FOR SPACING i6 Q ap n Q 0 N�. V 22a a a N . OtRF. 4 N G Sag 2 _ $ TYPICAL ANCHORSSEE {� W FOR SPACING11:UZI Q u aEXTERIOR I�z o- D.L.O. METAL STRUCTURE) Q W m •� SEE SPEC SHEET 4 42'AT 86'HT. 37"AT 98'HT. = r MAX.SINGLE SIDELITE WIDTH U v -I 1 o m V) N U � � GLAZING OPTIONS REINFORCING W tj SEE SHEET 1 O 112 SMS O 18 AS REOD. NJ 1/4' MAX- H AT 5"FROM ENDS SEE SHEET 3 SHIS) AND 11'O.C. MAX . I VA I W O 5 6 3 Q w Ow N W 76 I--� 16 Z 3L� c ww v [r Ij �Z 1n o W I 26 73 ` D o o N I O t o ,•. 1 TYPICAL ANCHORS L- SEE ELEV. FOR SPACING .' v,o � 14 15 25 9 g?L 3�3g�go D.LO. 19 LD LO. 4 4A EXTERIOR I� LEAF WIDTH _ y 39 3/4'(SINGLE) .. SIDELfTE WIDTH 76"(DOUBLE) v ^' o •• ••• • • • • •MAX_"OR FRAME WIDTH m 1 • • • • • • • • • ` i • PAX. Af?FSRME•WID�i • • 0.0 y PRODUCT REVISED as com Iying with the Florida 22 co- Code Noa No. 17-1218.15 — ='a 0 - Ezplratlon Date 0 312 01201 9 • • • • • • • • • • (� ' " • a '�" % • • • • • • • • •• • • '•� p OF :��Kl� drawing9 no. ° EDGE DIST. TYPICAL ANCHORS Miam D Vroduet Control • ••• • P;?;{� / ,i ORSEE P'••• !`�� -081 FOR SPACINGNS SIDELITE'DETAILS 2Q� '�''!�°�®®PIAl.1� ``� sneer g of 9 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM/ PART/ REQD. DESCRIPTION MATEIUAL MAN?./SUPPLIER/REMARES 4 w 1 E607 - DOOR FRAME HEAD/SILL 6063-T6 - o 2 E602 FRAME COVER 6063-T6 - _N 3 E603 DOOR FRAME JAMB 6063-T6 - Z a 3 4 E604 - SIDEUTE TOP&BOTTOM_FRAME 6063-T6 4A E626 - SIOELITE 9' BOTTOM FRAME 6063-T6 5 E605 - SIDELITE FRAME JAMB 6063-T6 - _ it p 6 V 6 E608 - SIOELTTE SUP ON JAMB 6063-T6 - a � 7 E607 - LEAF TOP&BOTTOM RAIL 8063-TS 7A E625 - LEAF 9'BOTTOM RAIL 6063-TB - 0 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - V p td M 9 E609 - LEAF HINGE STILE 6063-TB - c& Q 10 E610 - LEAF LOCK STILE 6063-T6 - 0 0.N 11 E611 - LEAF ASTRAGAL STILE 8063-T8 - K Z p N 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - LL Z 13 E613 - LEAF CLAMP 6063-76 4-1/4-LONG f !' 13A E613 - HINGE BACK-UP PLATE 6063-T6 12'LONG a 14 E614 - GLAZING BEA)(5/16'LAM.GLASS) 6063-T6 - O 14A E109 GLAZING BEA)(7/15'LAM.CLASS) 6063-T6 - 15 E615 - GLAZING BEAD(INSUL GLASS) 6063-T6 - V 16 E616 - SNAP COVER 6063-T6 - ; I� 17 E613 - BOLT SUPPORT 6663-TS NOT SHOWN o 18 - AS READ. SIDEITE MULLION REINFORCING. I 6063-T6 - 0) 19 FO-107 3/LEAF BUTT HI.NCES ALUMINUM SULLIVAN &ASSOC. n 20 F81202 - FLUSH BOLT LEVER - SULLIVAN &ASSOC. N t 21 FBR914S5 _ - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN&ASSOC. }x .22 112 SMS AS READ. JFRWE ASSEMBLY SCREWS - - 23 #12 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS t5 C>O M 24 - - 3/8-DIA THREADED ROD STEEL. - 0 C> 25 W11323 - PILE W'SIRIPPING _WOOL ULTRAFAB_ 26 E20618-KN-3020 - BULB W'STRIPPING SANFOPRENE EPOM� 27 E206 - GLAZING BEAD BULB SANTOPRENE ULT WAS 04 o 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. g W 00 ! 29 E672 - FLUSH BOLT CUP _NYLON 30 OLOIRC - BUCK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOIWB WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4' 2/ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4'X ',/2'X 4'LONG EPDM AT 6'FROM EACH END, DUROMETER 8035 li s 1 o o 35 - Z/ LITE SETTING BLOCK, 1/4'X 3/4'X 4'LONG EPDM AT 6'FROM EACH END,DURDMETER 8015 oil o SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED.WITH SCHNEE MOREHEAD JM5504 SEALANT. „ 2 car o$ • • • • • • • • • O� • • •• • • • • • cl • •• • • • • ••• • LLL Illij/ o PRODUCT REVISED �f'•VCEN o as COMPW1nLa with the Florida Buildin CCoodd0 NOA-No. 17-1218.15Z! 70592 tr>�i = a • • • Expon Dabs Oa120/2019• • • T - t _ • • Br �..-y __•___ •• • • 7A OF �� drawing no. • • ••Mia -0a ddkt Control• • • ••. i UJ i 6 217 10 W12-08 ,1 W12-08 "it 711111E IC.h.et_7 -f 9! 1 j ••• • • • • 0:0 •• • • i • • • • • • • • • • • •• •• • • • •• •• LOCKS: o w OPTION NF1: OPTION !2.• i N ACTIVE LEAF. AOnVE I Fac: Z m 3 4 POINT LOCK ASSEMBLY DLOI-6007 BY'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY'KWIKSET' LOCATED AT 39-1/4'FROM BOTTOM 1/2'010.THROW BOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON g Z al AND (1)AT BOTOOM ENGAGING FRAME SILL INTEPoOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM 9% �0 0 THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS CONCEALED FLUSH BOLTS BY 'SUWVAN & ASSOC.' 0 J LOCK HANDLE LOCATED AT 42-1/2'FROM BOTTOM 1/2'X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF: ` MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE a 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' LOCATED AT 10-5/8' FROM TOP AND BOTTOM 0i N r 1/2" Dol THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2)#8-32 X 1/2' FH MS 0 pp0 9A HEAD AND FRAME SILL. - -*^" T" ''. - 0 a p THROW BOLTS ATTACHED TO LOCK BY 3/B' CONNECTING RODS 'INACTIVE LEAF. LOCK LOCATED AT 42-1/2'FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' 0 aJ S 1/2'X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL ar y Z N MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE KK OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND BOTTOM �Qy,iN:o LOCK FASTENED TO STILE WITH (2)#8732 X 1/2" FH MS j Z6 0 Q W0�1f � I II I I O I —/ N c0 0 O M Z 0 L3 �� I I I W a7 o Acn✓< I INACTIVEI I ACTIVEAc1rv>: uaAcrNe Acnvr - O 8`i c O V u�a�3 ss.&.. ��Lt�� ••• ••i •0190$ & IcviSED • • •• •alio rg With the Florida,od +<m u o �S� • •• • • •8qA-W. 0 ES: • • • • eNga-FSP• •• EKplraton Date 83/20/2018 3-1/2'X 7-5/8'X .122'THK. EXTRUDED ALUM HINGE ,_.- 'y:'�,1GENSF••. . - PART#FD-107 BY SULLIVAN &ASSOC. BYg 3 HINGES PER LEAF Mia i-a •Product Control = o• "BOTTOM HINGE AT'10-1/4'FROM'BOTTOM T -` - - • ••• • • • • _'{S' - _ - TOP HINGE AT 11-3/4' FROM TOP • • • • • • • • • • �` 8 `u CENTER HINGE AT MIDSPAN (38'O.C. MAX.)" • • • 090 • • • • • HINGES FASTENED WITH X10 X 1' FH SMS *00 •• :• • • • •: : • cc ' A OF r��_ drawing no., (5) SCREWS AT HINGE STILE • • • • ••• •S:'•+J'>! IA � ' Olt,^�C9��\ W1 2-08 (6) SCREWS AT FRAME JAMB '�V7//®� 1 11111`1` sheet7.1c 9 ••• • • • ••• • • 750 U v I .078�� 1. r^-•579 '"394 }-I�t� PRODUCT REVISED kv o as comphlleg with the Florida N lel .803 .045 .803 -.050 .803 .045 NOA-ng Z e e 825 NOA-No. 17-1218.15 1.625 F.078 Eupiration Date 03/20/2018 C 4.031 1.047 1.047 1.172 By Q 2 I r-A _ a F^-2.062- 1 4 7� Mla - 'Product Control O 0 � 14 GLAZING BEAD 14A GLAZING BEAD 1s GLAZING BEAD O. ppI1I 5/16°GLASS 7/16-GLASS INSUL GLASS Q;O C u t DOOR FRAME HEAD/SILL V 3"N AAS � L 1.507 C 4.000-^{ 1.507 "• ". r Cf AR g' 0 IL 7 LEAF TOP/BOTTOM•RAIL - 0 3�R $. 1.625 LL Z N 3 4.719 078 ZZ tcc4D4 3.719 .078 Q W W f 4.781 _TO .076 1.750 �1.50 7 1.500 J J 8.250 IIS �•{I 7.531 I I312L W J '^ 4.000--M go 9 LEAF HINGE STILE L .0621 W .-. 4 507 5.34 V) s LEAF W'STRIP ADAPTER I z m I- .507 4.000 4 I N NCO O. .094 0 o M SIDELJTE TOP & BOTTOM FRAME 1750 1507 --I I 312 442 Z 3� 2.087 I•>-1.750�i 329I Li 1.584 O p O .078 70A 9' BOTTOM RAIL 10 LEAF LOCK STILE 1.507-1 LEA]F ALIGNMENT BRACKET �7so� 281 2 FRAME COVER Ip- 5.344 -�- -q I� I .078 -�{ 375 G w u I I .667 �I � ��ao .125:. �i=- 9 2.G6, __I u 1.750 I 7.574 '1� 3.781 o .05 ,.,897 1.30 �7L �3 r3 3.719 .078 `u U .154� I I uioiu Imo-4.000 -I t3 LEAF CLAMP s SNAP COVER 11 LEAF ASTRAGAL STILE L HINGE BACK-UP PLATE 9.000 =o 8.281 • • • • • ,6 • • •• q 1.500-1 r 1.500 1150 • • • • • • o<m .625 719 • • •Iia SPELIiE NUI�ION REINFORCING = •• • • 1111111 • • • • • • • • \\111 /j�// .078 Ci:I46't' , 0 4.000 4.000 4.188 7 -Y •• • -- •' • -• _ _ 8 .079 -� • • • • • • • • �� 0 8 $ o 2.097 I • • ••• • • • • 1 1.507 I I • .078 • • • • • •• • �•s A OF .((/� drawing no. _�. k--4.oco--d •• i i •• ••i � ,li � � 2�', �: '•.;`2 IOP.•'• \�: W12-08 3) DOOR FRAME JAMB 5 SIDEUTE FRAME JAMB SIDEUTE 9" BOTTOM FRAME e SIDELITE SLIP ON JAMB • •• •• • • • •• •• . Oo I N x �{ 9.l q,i � IL gat Hoo h 19029 0 N � U n d- J rr J S I m U � O DOOR FRAME CORNER W v t m SIDELITE FRAME CORNERSILLEE MU ION SLIP ON JAME CORNER o 0 0r) n J M n ()p W iU m O 12 c C y ci�m •• ••• • • • • • •• m Ory c oto 0 see 00 • •• • • • • ••• • \`\111111 I111/��',' PRODUCT REVISED as comp)yIn with the Florida / c Building Code /_ 7 • •••NOA-10o. .W-12.18.19 • =1/ _ s 8 • • • FlcpirawAMDa ,/20/20'19 • • - • • • • •/• • • • . OF •'<t/�� drawing no. • ' —08• Mia i- LEAF CORNEet Contmv W12 sheet g of 9 y .•• • • • • ••• • • • • • • • • • • ••• • •• •• • • • •• • M(AM bMIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275, SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction ' 1 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 E Having Jurisdiction(AHJ). •••••• This NOA shall not be valid after the expiration date stated below. The Mia"'-*Dtde .CQuialy.Product.•• Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Micro 6Dade Caw&.,+' reserve• • the right to have this product or material tested for quality assurance purposes..I#'•th9 product yr mateQ31..: fails to perform in the accepted manner, the manufacturer will incur the expense gl:sttC4 testing th the A14J may immediately revoke, modify, or suspend the use of such product or material Within their:u r isdichu:. • 00 RER reserves the right to revoke this acceptance, if it is determined by Miami—DadeZoanty Pjgouct ConttQl.... Section that this product or material fails to meet the requirements of the applicabiol;ilijding code.. This product is approv crt aFherein, and has een est 1 :wi e Florida-Build'ng•••• Code, includin a igh Velocity Hurricane Zone.- • DESCRIPT N: Series,"HR-710"Aluminum Horizontal Rolling Window-'L.M.I. •••6• APPROVAL D ENT: Drawing No. 4127-10, titled "Alum. Horizontal R r Window, Impact", sheets 1 through I 1 of 11, date epared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miatni-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control ` Section. r 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. A 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, advdrtising 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 Countyl� 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# 15-0519.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0714.13 MIAMFDADE COUNTY Expiration Date: December 21,2021 Approval Date: September 01,2016 24/to Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS t. 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 G dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS •••• 1. Test reports on: 1) Uniform Static Air Pressure Test, Lo_ading per.FJ3C, TA*S 202-94 • 2)Large Missile Impact Test per FBC, TAS 201M •;• •; :. 3) Cyclic Wind Pressure Loading per FBC, TASV.Q3-94 • along with marked-up drawings and installation diagram of a F6VC,slidi�gbgtass dolor, • t a PVC fixed window and an aluminum sliding glass door, usi114 Kodispa**4SG TpA„- spacer system, Duraseal® spacer system, Super Spacer NXTAL s cer syjtwn and XI,... EdgeTM spacer system at insulated glass, prepared by Fenestra wa.Testirig Laboratory, •, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-.8976, da*A A 1/l 6/r5 O•• 06/07/16 and 06/02/16 respectively, all signed and sealed by I$almis Ortega, 1;.E. ;••••: 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 •..•.• 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94; along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test ' Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NDA No. 0 7-081S.09) , 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per-FBC, TAS 203=94 6)Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum t horizontal sliding window, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) t Manuel Per E. Product Control E a ner NOA No. 16-0714.13 Expiration Date: December 21,2021 Approval Date: September 01,2016 , E- 1 t ' PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC; TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an XOX alumimV horizontal sliding window, prepared by Fenestration Testing J abfttory, liftV Test •• • Report No. FTL-4859, dated 03/08/06, signed and sealed by 9dm;ndo I q gagspada,...% P.E. • (Submitted under NOA No. 06-0405.06) •••• •••• • . • ..... .... ..... C. CALCULATIONS 00:*•: [ �••� •��• 00 1. Anchor verification calculations and structural analysis, complying with FBC-5" •, Edition (2014), dated 05/14/15, prepared by manufacturer, signed ;nd seWQdly •'•�• Anthony Lynn Miller, P.E. •••• (Submitted under previous NOA No. 15-0519.09) .. . 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 on 12/11/16. 4 ' Manuel Pe z, Product Control Eamin r NOA No. 1613 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-2 t I t PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i 9 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 16, 2015,issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. -15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by'manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by�erit%ration , Testing Laboratory, Inc., dated 07/18/07, signed and sealed by C.*Ios S. ImAda, P.r.e;: (Submitted under NOA No. 07-0815.09) ' ` 0.00.0 .. . 0000.. 4. Laboratory compliance letter for Test Reports No. FTL-4855 and FTL-4859, iss-;gd.„ by Fenestration Testing Laboratory, Inc., dated 03/08/06,•sigued anti'Sealed'b� • ` Edmundo Largaespada, P.E. "" •• ••• • . 0000.. 0000 0000. (Submitted under NOA No. 06-0405.06) • .. .. 0000 0000.. 5. Proposal No. 16-0125 issued by the Product Control,Section,dated-March 09, 2016, '. signed by Ishaq Chanda, P.E. ' ' • 0000.. . . 0000.. G. OTHERS 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window- L.M.I., approved on 07/09/15 and expiring on 12/21/21. Manuel Pere Product Control Exa i r NOA No. 16-0714.13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-3 d P `1 1 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW STANDARDS USED: •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1.G - :LAMI ILS ON SHEET 2).FOR INSTALLATION ABOVE6 TYPES GTHRU LMUSTHAVEA TEMPERED GLASS CAP. •ASTM E73oo os •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION 1CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.0790-"PVB-INTERLAYER. -ALUMINUM DESIGN MANUAL,ADM-2010 •AISI-S100-07/S2.2010 (STING OF(1)LITE OF 1/8"ANNEALEDCwt Aa�NA HT1-l ITF ITH A.090""PVB"INTERLAYER. C.5/16"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090'"PVB"INTERLAYER. E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. NOA DRAWING MAP F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. SHEET 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 GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 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)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS............5 I.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI PARTS LIST.......................6 CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. EXTRUSIONS....................7 CORNER DETAIL..............5 J.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI ANCHORAGE....................8-11 1 CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090'"PVB"INTERLAYER. K.13116"LAMI IG:(1)LITE OF 118"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 3116"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. L.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"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. B.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. PRODUCT REVISED r.,I-.Plying with th•Fba" 11..Idmgde Ce 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A'C Pvmcc „ EX irution nate 1 61J 7.REFERENCES:TEST REPORTS FTL-0858,FTL 4859 AND FTL-5330. ELCO TEXTRON NOA'S Mind adeProdedCpttWi�^, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION J ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CW, *ICy1DWG•THE NIGH VEL•CIT1•• HURRICANE ZONE(HVHZ). • • • • • • • • • 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH TF�E•DP AND AWCHORQUANTfrY REMAIMUNCHANGED. 00 0 0 00 "PVB"=.090"BUTACITE®PVB INTERLAYER BY KURARAY AMERICA,INC. i ••• • • • • 6 'I H)!�; • JRW16 G ADDED SPACERS TO SHEET 2 • • •• • • ar 1070 TECHNOLOGY DRIVE GE RAL MOiE6 N.VENICE,FL34275 • ALLN.HORIZ(TNTAZ ROLL •WINbOW,IMPACT P.O.BOX 1529 NOKOMIS,FL 34274 Uirrbly Better' ' A.L�NPI MILLER P.E. J _FK 229W HR710 NTS 1 > 11 4127-10 G P.E.x58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 21 %�5116"LAMINATED 21 50 Part# Description Material 75 Kommerling 4SG TPS Spacer System 53M. 55 1/2"NOM. 76 Quanex Super Spacer nXT with Hot Melt Butyl See this BITE GLASS BITE Sheet for 77 Quanex Duraseal Spacer Materials 78 Cardinal&Edge Spacer 51 ,62 51 63,64,65 REFERENCE TEST REPORTS:FTL-8717,89688 8970 EALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS RLAYER .090 PV8 INTERLAYER HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS M. 7/16'LAMINATED ASS 7/16"LAMINATED GLASS FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. EXTERIOR INTERIOR� P�", # . = BOTH THE DP AND ANCHOR (ALL SECTIONS) KURARAY BUTACITE QUANTITY TO REMAIN a PVB INTERLAYER .UNCHANGED. or P1 50 21 50 SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 75-78 _ 75-78 - 1/2"NOM. 1/2"NOM. 59 GLASS BITE 59 GLASS BITE 52 52 _ 66,67,68,69,70,71 72,73,74,75,76,77 118-ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 5118'LAMINATED 7/16'LAMINATED 5116'OR 318-AIR SPACE 3/16'OR 1/4'AIR SPACE 1/8'OR 3/18'ANNEALED OR TEMPERED GLASS 118'or 3118'ANNEALED OR TEMPERED GLASS 13/16"NOM. 13/18'NOM. 13/16"LAM[IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI ALUMINUM SILICONE #RA MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA PRODUCT RF,VISED STRUCTURAL BUTYLENE �s complying with the Fltxide SILI5/16"NOM. SEAL 5116"NOM. ','I III Cod: I STRUCTURAL 1/4'NOM. 3/16"NOM. SILICONE SEAL Accnptaoo No l6-O POLYISOBUTYLEN BUTYL 8 ROLL-FORMED nmtAm D.WWITH DESICCANT DESICDESI CANT FOAM STAINLESS STEEL I)yEXT.GLASS EXT.GLAEXT.GLASSMiami cPEXT.GLASS •INT.GLASS .GLASS INT.GLAS% • • • • • ' • • • INT.61A96 KODISPACE SUPER DURASEAL® • ,(•XLGE�Tw • • sea 7s 4SG TPS 76 SPACERW NXT'"' SPACER •0 � SPACER " — — — — — — — • •:• • — • • •- — — a,.41p: wnr •wut: • • • • • JR osysrfe c Aon svAcas. •GLA`11NG L�1�/11G6 • • •• • • 1070 TECHNOLOGY DRIVE • W _ 1 "~ N.VENICE,FL 34275 ALUIN.HOROMT4 ROLLtkowiNUOW,IMPACT P.O.BOX 1528 ua�� OrK C4r� O.ei[ NOKOMIS.FL 34274 Vi ib(y BCtt, �� 4b► 4YY� �� 1!- A LYNI4�MILLER P.E. F.K 22&06 dd. 323 DB Nano Full 2 11 4127-10 G P.E.#58705 • • • • • • • • • • TABLE 1. XOX(1/4,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT W TYPE 26" 38 318" 1 50 518" 54" 60" 63" 84" A, ,G,H +60.0 50. +60.0 i -60.0 60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 86" B,G,H +60.0 $0.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +58.8 -58.8 +56.2 -56.2 FOR INSTALLATION IN 106318- A,B,G,H +60.0 -60.0 +60.0 ; -60.0 +60.0 ' 50.0 +60.0 50.0 +60.0 1 50.0 +60.0 50.0 +55.2 1 -55.2 +52.3 i -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 ':• -60.0 +60.0 -60.:0 [+60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +54.6 1 54.6 +51.7 -51.7 FT,GLASS TYPES G- L SHALL HAVE A III" A,B,G,H +60.0 -60.0 +60.0 `:. -60.0 +60.0 '•. 50.0 +60.0 50.0 +60.0 50.0 +59.5 59.5 +53.6 -53.6 +50.9 50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C,I +60,0 50.0 AND ANCHOR D,E,F, QUANTITY REMAIN UP TO 111" +75.0 -75.0 UNCHANGED. J,K,L TABLE 2. XOX(1/3,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1'r SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7/16" A'B'C'G,H,I +60.0 1 -60.0 D,E,F, TO 88 7/16" . J,K L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT M WIDTH TYPE 26" 36" 38 318" 1 50518" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 1 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 i -75.0 +75.0 1: -75.0 ` 8 -74.2 +70.2 -70.266" 75.0 +75.0 -75.0 +74.2A,B,G,H + . - . . - . . . . . . 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 € -69.6 +65,2 -65,2 PRODUCT REVISED us complying with the Florid. 74" A,B,G,H +75.0 -75.0 +75.0 i -75.0 +75.01 -75.0 +75.0 -75.0 +75.0 i -75.0 +75.0 -75.0 +68.1 `•: -66.1 +63.8 -63.8 fluit pl "No da C-r.Tarim Dwa *l,/ UP TO 74" C,D,E,F, +75.0 :` -75.0 at IJK L r i-i do Prodnet can GLASS TYPES:TEST REPORT FTL4858(XOX), FTL4859(OX&XO)AND FTL5330 A.5/16"LAMI-(1/8!'A,.090,1/8"A) G. 13/16"LAMI I13-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR i PA'€,5`16."LA41I-(1/8'4, .0,x,1/8-A) B.5/16"LAMI-(1/8"A,.090,1/8"HS) H. 13/16"LAMI IG-1/8"OR 3/16'A(MIN.),5/16"OR 3/8"PJR SPACC,81'x(;L4MC-(t/8'�1,:090,1/8"HS) C.5/16"LAMI-(1/8"HS, .090,1/8"HS) I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AII;F$PA�.' 5:16:L4AI:(0tilS,'01:0,1/8"HS) D.7/16"LAMI-(3/16"A_090,3/16'A) J. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,` k-LAAI-(3/16"A, A90 3/16"A) c E.7/16"LAMI-(3/16"A,.090,3/16"_HS) K. 13/16"LAMI IG-1B"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A, .090,3/16"HS) r F.7/16"LAMI-(3/16"HS, .090,3/16"HS) L.13/15'LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"aePAQG!7/16"/AMI-(d/ 6"HS' .0 " `61 HS) 1114 P E IGIOPRESS R S• •• • • 1W0 TECHNOLOGY DRIVE � � N.VENICE,FL 34275 ••• • ALL&HOR05NTAL ROLLER WINDOW,IMPACT P.O.BOX 1529 a NOKOMIS.FL 34274 Visibly Bt[re> nN ®"3 �"" A.LYNN MILLER,P.E. GwMr Bu Orr: p"daa � HR7f0 NTS 3 " 11 4127-10 G REM 50705 F.K T!2&UB J.J. �L3OB • •• •• • • • •• •• ••• • • • ••• 0 • 27 3/8" 27 27 " MAX.DLO 54 5/16"MAX.DLO FIXED MAX.DL DLO � MAX.DLO VENT VENT FIXED p D B B B B X O X X O _ 110"MAX.WIDTH I.F.FRAME 1 85 7/16"MAX.WIDTH I.F.FRAME—� -^I � �--111"MAX.WIDTH FLANGE FRAME – 6 7/16"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/16"MAX. 33 9/16"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT 63"MAX. SEALANT OR GASKET 7�' FLANGE AATHILL A I A FRAME ALL 15 LI 3AL / / 56" CONFIG. MAX. MAX. PRODUCT RFVISLD DLO ALL 15 I.F.FRAME iz complying with the Fkridu DLO ALL / / t3upt ng Code FIXED VENTS 62"MAX. —— 'mp+eats No LITES I.F.FRAME ��piration Date 0 X ALL y CONFIG. .:+:;:,.:DedrProdoct C • :�IANGE FRAME 73"MAX.WIDTH I.F.FRAME —�{ •• ••• •• \AEW D-D •• - '.,•I, - 74"MAX c6tQE FRAME CORNER CONSTRUCTION) DETAIL A--OX OR XO • (•• i • •o a• - :i ti6 wrtey. or: •Hrw. - ••• • • • • • - EL ATIONS• • • • •• • . ply, 70707ECHNOLF DRIVE I N.VENICE,FL 34275 • • ALUM.HOR/ZONT4 ROLLW WMfDOW,IMPACT P.O.BOX 1529 - fibra• sr� n..ti•, w.r Dt fy. Dirt o� NOKOMIS,FL 34274 V+ribiy Better HR710- NTS 4 + 11 4127-1� ISA.LYNN MILLER.S,P.E. F.K Z2M J.J. 323A)8 • •• •• • • • •• •• ••• 0 • • ••• • • INTERIOR 37 32 35 22 39 1 22 Q 16 2 EXTERIOR INTERIOR 13 21 I MAX.VENT DLO F� MAX.FIXED DLO MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 35 32 37 HEIGHT 39 FLANGE FRAME MAX VENT O16 DLO MAX. FIXED DLO 22 MAX.FIXED DLO MAX.VENT DLO 43 4 MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 L'Z 21' 41j22 PRODUCT REVISED kj as camplying with the FWd* 2 3uildias code :�cap'o No l 12 24 8 EXTERIORINTERIOR C, fmi-Dug, 7 Ky 12 21 +4,at,l eae P; cu 7 EXTERIOR INTERIOR • 10 •• •i _ 6 • • • 10 SECTION C-C 42 SILL HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME)- . •04ERTICAL SSCTION,slf.FRAME) M.Ylar: s 1070 TECHNOLOGY DRIVE SE TIOAIS• • • • • •• • • N.VENICE,FL 34275 • �• /� • �— ALUM.HORIZONTAL ROLL�t WIDOW,IMPACT - P.O.BOX 1529 NOKOMIS,FL 34274 vwbly Better 6i�b 1 H` �M' �' A.LYNN MILLER,P.E' ' F.K. 2&am J.J. 3r2" HR70 Haff5 + 11 4127-10 GP.E.ese7os • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG#REV DESCRIPTION MATL PGT# TI'E11I DW(#t REv1 DESCRIPTION MAT'L PGT# 1 4102 A FLANGE FRAME HEAD 6063-T6AL 612237 66 GLASS 13/16"LAMI 10-1/8"A(MIN.),3/8"AIR SPACE,5/16"LAMI(1/8"A-090 PVB,1/8"A 2 4025 SASH STOP(STD.)(ANTI LIFT CLIP) 6063-T5 AL 612244 67 13/16"LAMI IG1/8"A(MIN.).3/8"AIR SPA 5/16"LAMI(1/8-A,.090 PVB,I/8"HS 3 #8 X 3/4 PH.PAN HEAD 7834AA 68 13/16"LAMI IG 1/8"A(MIN.),3/8"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB,1/8"HS) 4 4053 SASH STOP COVER(SASH STOP) 6063 TS AL 69 13/16"LAMI IG-3/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI(V8"A,.090PVB,1/8"A) 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 70 13/16"LAMI IG-3/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI(1/8"A,.090PVB,1/8"HS) 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 13/16"LAMI IG-3/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB,1/8"HS) 8 4131 ROLLER TRACK 6063-T6AL 64131 72 13/16"LAMI IG1/8"A(MIN.),1/4"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"A 298 WEEP HOLE COVER POLYPROP. 71298 73 13/16"LAMI I0-1/8"A(MIN.),1/4"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"HS 10 71 74 13/16"LAMI 10-1/8"A(MIN.),1/4"AIR SPACE,7/16"LAMI(3/16"HS..090 PVB,3/16"HS 12 1626 29 ADHESIVE OPEN CELL FOAM PAD 7P71298 75 13/16"LAMI IG-3/16"A(MIN.),3/16"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"A) 13 4002 A FLANGEFRAMEJAMB 6063-T6AL 612225 76 13/16"LAMI IG-3/16"A(MIN.),3/16"AIR SPACE,7/16"LAMI(3/16"A,.090PVB,3/16"HS) 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 77 " 13/16"LAMI I0-3/16"A(MIN.),3/16"AIR SPACE,7/16"LAMI(3/16"HS,.090 PVB,3/16"HS) 15 1155 #8 X 1.000 QUAD PN.SMS 781PQA 90 1014 ISCREENFRAME OR&VER 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 6411OG 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP. 17 4054 B` FDS MEETING RAIL 6063RD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 19 4066 W STP_187 X.230,FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC ` 22 1683 W STP.`,.250 X.270 BACK,FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1 ROLLER HOUSING&GUIDE 42112HD 96 SCREEN CLQ 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 2.710 33 1235 W STP.,.170 X.270 BACK,FIN SEAL 67S 16G 35 1096 SWEEP LATCH DIE CAST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 1 4126-1 SASHSEDERAIL6063-T5 AL 64126 2.624 38 1683 W STP.,.250 X.270 BACK,FIN SEAL 616836 39 7070 BULB WEATHERSTRIP.187 X.275 67070K osz 40 ILIFT RAIL COVER CAP 74078"C"L OR R 41 4139 II.F.FRAMEHEAD 6063-T6 AL 64139 1 I.F. FRAME HEAD 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 4� #4139,6063-T6 43 4141 11Y.FRAMEJAMB 6063-T6 AL 64141 50 GLAZING SILICONE,DOW 899,995 OR UIVALENT PRODUCT REViSBD 51 1221 VINYL GLAZING BEAD BULB(THICK) 6TP247W K complying with the Florida _ Buiid ng CMk 52 1225 VINYL GLAZING BEAD BULB(THIN) 6TP248K 2.784 Acc p sihlo I�D 53 4039 B GLAZING BEAD-5/16" 6063-TS AL 64039B1101 te Da" 54 4044 B GLAZING BEAD-5/16'W/GRILL KIT 6063-T5AL 644703 .062 3.152 By GVG 55 4222 A GLAZING BEAD-7/16" 6063-TS AL 64222 m Pmt cw r 56 985 C GLAZING BEAD-7/16'W/GRILL KIT 6063-T5 AL 6985 1.988 os2 59 4067 - GLAZING BEAD-13/I6" 6063-T5 AL 64067 O •• ••• • • • • • •• 60 GLASS 5/16"LAMI(1/8"A,.090PVB,1/8"A) 43 I.F.4FRAME ANI • i • • 61 5/16"LAMI(1/8"A_090 PVB,1/8"HS) 41,60F4•T6• • • • • • 62 5/I6"LAMI(1/8"HS,.090 PVB,IX'HS) •••, 000 ••i ••• i i 0: 63 7/16"LAMI(3/16"A,.090PVB,3/16'A) 2.710 64 7/16"LAMI(3/16"A_090 3/16"HS) LF:FRAME SILL ••: • 4g 65 7/16'LAMI(3/16"HS,.090PVB,3/16"HS) a.* 1070 TECHNOLOGY DRIVE PARTS CISH • • • • •• • •: N.VENICE,FL 34275 - ••• • ALUM.HORIATA ROLLER WINDOW,IMPACT P.O.Bax 1529 _ NOKOMIS,FL 34274 vwby&erre �� "` °� �'" A LYNN MILLER.P.E. •" tw HR710 NTS 6 + 11 4127-10 G P.E.#58705 �1.513--1 A40 .738 .062 � 1.187 3.152 1+1.443—� 1.373 062 3. 4O SASH S30 STOP .062 90 �0 1.122 2.710 O FLANGE FRAME HEAD O O 2.784--1 FLANGE 7� FLANGE FRAME SILL FRAME SILL ADAPTER #4102A,6063-T6 #4136,6063-T6 #4137,6063-T6 1.363 .062 os1 1.181T 7 062 13 FLANGE FRAME JAMB � #4002A,6063-T6 —4--.062 493 I 1 -t 1.461 F�1.403+{ I` I t O SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4025,6063-T5 #4131,6063-T6 #4054B,6063HD-T6 .062 2[062— T � 7 2.326 �9 .050 1.18 1.1183 .082 � _� � "l_�� —1 .678 {1.349+1 1.081 I� 1.29�+I 1.096 SED SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" F12Onucrr jotht 21 #4126,6063-T5 #40396,6063-T5 s ron,Ply ng with he Fierida Dtxlding Codc #4133,6063 T5 #4006D,6063HS-T6 p v E!e imtiun Die .050 y_ ;.trams Ftodact trd 678 .678 678 .683 .050 .050-- 050 �1 •• 00* • • 1.096��{ T• • • • • • • + • ' 1-097 1.096 1.115 1• • •• • • • O GLAZING BEAD,5/16" 5rJ GLAZING BEAD 7/16" rJ6 GLAZING BEAD,7A$" c•� ; C�P�TI2G BID, 13/16" 5C, 54 #404413,6063-T5 #4222A,6063-T5 #986063 T5•• ••• • • • #4061,4063-T5 (USED W/GRILL KIT) (USED WI GRILL KIT) RU$1p1�1S • 1070 TECHNOLOGY DRIVE T•r• • • • ••• • ' }" _ N.VENICE,FL 31275 � ALUM.HORIZONTAL ROLLER WINDOW,IMPACT P.O.BOX 1529 NOKOMIS,FL 34274 Visibly Better nr A.LYNN MILLER P.E. HR710 H9I� 7 a �� 4127-10 G P.E.q 58705 F.K. 212&W J.J. 323M • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES,XOX 114-112-114 WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1 PES: ANCHOR TYPE 2.3,WOOD 2,CONC 7 1,CONC 23,WOOD 2,CONC ` 1,CONC -1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3412#12 STEEL SCREWS(G5) &SUBSTRATE ZONES LANES S ZONES ZONES ZONES WIDOW SIZE im im im :m 1y Im 2 A^^'! FOR INSTALLATION IN THE HVHZ ABOVE 30 HEAD S SILL HEAD 8 SILL E g MEAD 8 SILL HEAD&SILL HEAD 8 SILL I HEAD&SILL g A.5116"LA".MIS-(1/8"A,.090,1/8"A) FT,GLASS TYPES G-L SHALL HAVE A C.5/16"LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125 x 38.375 1+C2+1+C2+71:2 1+C2+1+C2+1;2 1+C2+1+C2+1`•.2 1+C2+1+C2+112 1+C2+1+C2+11 2 1+02+1+C2+1 2 D.7/16"LAMI-(3116"A,.090,3116-A), ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 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+1;3 1+C2+1+C2+1 3 E.7/16"LAMI-(3/16"A,.090,3/16"HS) 50.625 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1.3 1+C2+1+C2+1;3 F .7/16"LAMI-(3/16"HS,.090,3/16"HS) G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) 54.000 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+11;3 1+C2+1+C2+1 3 H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAM]-(1/8"A,.090,1/8"HS) 60.000 1+C2+t+C2+1'1 3 1+C2+1+C2+1.3 1+C2+ +1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8-HS,.D90,1/8"HS) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1.3 1+C2+1+C2+1;3 +C2+1+C2+1;3 1+C2+1+C2+1;3 1+C3+1+C3+1;3 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) .37 1+C2+1+C2+L 2 1+C2+1+C2+1 2 1+C2++ 2+1;2 1+C2+1+C2+1;2 t+C2+1+C2+1.2 t+C2+2+C2+1 s 2 L. 13/16"LAMI IG_1/8"OR 3/16"A(MIN.),3/16"OR 114-SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) 48.000 t+C2+1+C2+1 i 3 1+C2+1+C2+11 3 7+C2+1+C2+1;3 1+C2+1+C2+11 3 7+C2+1+C2+1;3 1+C2+2+C2+1.3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSI . FOR WINDOW T SHOWN,GO TO NEXT ER WINDOW IN TABLE. 50.625 1+C2+1+C2+1.3 1+C2+1+C2+11 3 1+C2+1+C2+11:3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+2+C2+1.3 i 54.000 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1.3 1+C2+1+C2+1;3 1+C2+2+C2+1.3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 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+C3+2+C3+11 3 25 3/4"MAX.FROM CORNERS. JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX.O.C. 63.000 1+C2+1+C2+1:'•3 1+C2+1+C2+1;3 1+C2+1+C2+t;3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C3+2+C3+1 3 TABLE KE - - 74.ODOx 38.375 1+C2+2+C2+1.2 1+C2+1+C2+Ili 2 1+C2+2+C2+11 2 1+C2+2+02+1;2 1+C2+2+C2+11 2 1+C2+2+C2+1'2 X O X 48.000 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+C2+1;3 1+C2+2+C2+1.3 1+C3+4+C3+1 3 ANCHOR QUANTITY PER JAMB 50.625 1+C2+2+C2+1.3 1+C2+1+C2+1;3 1+C2+2+C2+1;3 1+C2+2+C2+11 3 1+C2+2+C2+1;3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1;3 1+C2+1+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+1;3 1+C2+2+C2+11 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED 60.000 1+C2+2+C2+11:3 1+C2+1+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1j 3 1+C3+2+C3+11 3 AT EACH MEETING RAIL PLUS V ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1;3 1+C2+1+C2+1;3 1+C3+2+C3+1;3 1+C3+2+C3+1;3 1+C2+2+C2+1;3 1+C3+2+C3+11 3 PLUS(4)ANCHORS AT FIXED SECTION. 54.000 x 38.375 1+02+2+C2+t.2 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+li 2 1+C2+2+C2+1;2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1?3 1+C2+2+C2+1.3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1;3 1+C2+2+C2+11 3 1+C2+2+C2+1;3 1+C3+3+C3+ti 3 25 3/4"max. 54.000 1+C2+2+C2+1;3 1+C2+2+C2+1;3 1+C2+2+C2+113 1+C2+2+C2+1i 3 1+C2+2+C2+1j 3 1+C4+3+C4+1.3 ;--3-MIN. 60.000 1+C2+2+C2+1;3 1+C2+2+C2+1;3 1+C3+2+C3+113 1+C3+2+C3+1;3 1+C2+2+C2+1!3 1+C4+3+C4+1 3 63.00D 1+C2+2+C2+11 3 1+C2+2+C2+11 3 i+C3+2+C3+11 3 1+C3+2+C3+11 3 1+C2+2+C2+1;3 1+C4+3+C4+1 3 9"REF. X_ O X 106.375x 38.375 1+C2+2+C2+1€2 1+C2+2+C2+112 1+C2+3+C2+1.2 1+C2a3+C2+1€2 1+C2+3+C2+1�2 1+C2+q+C2+1.2 T PRODUCT REVISBU . es ceunplying with lite FlOtida 48.COD. 1+C2+3+C2+1.3 1+C2+2+C2+1;3 1+C3+3+C3+1;3 1+C3+3+C3+11 3 1+C2+3+C2+11 3 1+C3+4+C3+1 3 MTG.RAIL,TYP. Building -p NIn/(o-O 14J�g 50.625 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+113 1+C3+4+C3+1.3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS '°'�"D /a21 54.000 1+C3+3+C3+1;3 1+C2+2+C2+ti 3 1+C3+3+C3+113 1+C3+3+C3+11,3 1+C3+3+C3+1.3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) By fetiemni umdoct Cm 60.000 1+C3+3+C3+1;3 1+C2+2+C2+1E 3 1+C4+3+C4+1.3 1+C4+3+C4+1;4 1+C3+3+C3+1;3 1+C4+4+C4+1 3 63.000 1+C3+3+C3+t;3 1+C2+2+C2+1 3 1+C4+3+C4+1;3 1+C4+3+C4+1 4 1+C4+3+C4+11 3 1+C5+4+C5+1 3 25 3/4"MAX. • 1• f1/2"9YP. •. • •• 111.000x 38.375 1+C2+3+C2+1i 2 1+C2+2+C2+1i 2 1+C2+3+C2+1;2 1+C2+3+C2+11 3 1+C2+3+C2+1;2 1 1+C2+4+C2+11 2 �� •3"� � • IN 48.00D 1+C2+3+C2+113 1+C2+2+C2+1113 1+C3+3+C3+11 3 1+C3+3+03+113 1+C2+3+C2+1;3 1+C3+4+C3+1 3 9"REF. • X • • • • O • • 0.X 1 - •. 50.625 1+C2+3+C2+1 3 1+C2+2+C2+11 3 t+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C3+3+C3+1;3 1+C3+4+C3+1 i 3 T• >•• •• r • • • - 54.000 1+C3+3+C3+1 i 3 1+C2+2+C2+11 3 1+C3+3+C3+113 1+C3+3+C3+1 j 3 1+C3+3+C3+11 3 1+C4+4+C4+11 3 1 _ _ 60.000 1+q+3+C3+1j 3 1+C2+2+C2+1;3 1+C4+3+C4+1,`:3 1+C4+3+C4+1;4 1+C3+3+C3+1 3 1+C4+4+G+1+.3 MTG.RAIL,TYP. ' 63.000 t+C3+3+C3+1.3 1+C2+2+C2+1;3 1+C4+3+C4+1;3 1+C4+3+C4+1;4 1+C4+3+c4+11 3 1+C5+4+CS+11 q Y E�pPE<+CLUSZER\(j/-QTY:QP�4)E1fV�HORS 1'�1� - y,yp„c 1070 TECHNOLOGY DRIVE CHd A&94CSICC XbX ,t0-'r1-j14 N.VENICE.FL 34275 Ac T ALUM.HORIZONTAL ROLLER WINDOW,IMPACT P.O.BOX 1529 NOKOMIS,FL 34274 Visibly Better au.� �•� A.LYNN MILLER P.E. F.K. 2a&W J.J. &6w FM7w NTS 8 . 11 4127-10 (, P.E.K 58705 • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES XOX 113-1/3.1/3 WINDOWS TABLE 5 NOTES: 4 GLASS TYPES A,8,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR ME 2,3,WOOD 2,CONC 1,CONC 2.3,WOOD 2,CONC t,CONC 1. ANCHOR TYPES: E SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) m !N rn IN 2.GLASS TYPES: f WINDOW SIZE HEAD 6 SILL' HEAD&SILL' HEAD S SILL 1.mm HEAD&SILL HEAD 6 SILL HEAD&SILL!E A.5116"LAMI-(1/8"A,.090,1/8'A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W V H ;-ai i> '� i> i> B.5/16"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000x 38.375 1+C2+1+C2+1;2 1+C2+1+C2+1 2 t+C2+1+C2+1':2 1+C2+1+C2+1•:2 1+C2+1+C2+1i 2 1+C2+1+C2+1i 2 C.5/16"LAM[-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+1i 3 1+C2+1+C2+1'3 1+C2+1+C2+1j 3 1+C2+1+C2+1;3 1+C2+1+C2+1i 3 1+C2+1+C2+ii 3 D.7116"LAMI-(3116"A,.090,3116-A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7116'LAM[-(3116"A,.090,3/16"HS) 50.625 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+C2+1+C2+1i 3 F.7/16"LAM[-(3/16"HS,.090,3/16"HS) 54.000 t+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+C2+1:3 1+C2+1+C2+1 i 3 1+C2+1+C24 3 1+C2+1+C2+1 3 G.13/16"LAMI IG-1/8"OR 3/16'A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(1/8"A,.090,1/WA) 60.000 1+C2+1+C2+1;3 t+C2+1+C2+1 i 3 1+C2+1+C2+1;3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 H.13/16"LAMI IG-1/S"OR 3/16"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(118"A,.090,118'HS) 63.000 1+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1i 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1!3 1+C3+1+C3+12 3 I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.);3116"OR 114"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) 53.125 x 38.375 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 i 2 1+C2+1+C2+1 2 K.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 114"SPACE,7/16"LAMI-(3/16"A,.090,3/16"HS) 48.000 t+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 1+C2+1+C2+ti 3 L. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"HS,.090,3/16"HS) 50.625 1+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+C2+ti 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 t+C2+1+C2+1 i 3 7+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+C2+1?3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+11 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1:3 1+C2+1+C2+1i 3 1+C2+1+C2+1;3 1+C3+1+C3+113 63.000 1+C2+1+C2+1i 3 1+C2+1+C2+1 3 1+C2+1+C2+t i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1+C2+1+C2+1i 2 t1+C2+l+C2+1;! 2 1+C2+1+C2+1.2 1+C2+1+C2+1!2 1+C2+1+C2+1 i 2 1+C2+1+C2+1i 2 25 3/4"MAX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX.O.C. 48.ODO 1+C2+1+C2+1;3 i 3 1+C2+1+C2+1i3 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 1+C2+1+C2+1!3TABLE KEY: 50.625 1+C2+1+C2+L3 i 3 1+C2+1+C2+1±3 1+C2+1+C2+1i3 1+C2+1+C2+1 i 3 1+C2+1+C2+1i 3 X O X 54.000 1+C2+1+C2+ti3 :3 1+C2+1+C2+ti3 1+C2+1+C2+1;3 1+C2+1+C2+1'3 1+C3+1+C3+1i 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1i3 1;3 1+02+1+C2+1!3 1+02+1+C2+113 1+C2+1+C2+1''3 1+p+1+C3+1'3 63.000 1+C2+1+C2+1i 3 ti 3 1+C2+1+C2+1i 3 1+C3+1+C3+1 i 3 1+C2+1+C2+1;3 1+C3+1+C3+11 3 HEAD AND SILL ANCHOR QUANTITIES 66.000x 36.375 1+C2+1+C2+12 1+C2+1+C2+1i 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 A CLUSTER OF(3)ANCHORS CENTERED I ON EACH MEETING RAIL PLUS(1) 46.000 1+C2+1+C2+1'3 1+C2+1+C2+1i 3 1+C2+1+C2+1 i 3 1+02+1+C2+1 i 3 1+C2+1+C2+1 j 3 1+C2+1+C2+11 3 ANCHOR AT EACH OPERABLE VENT 50.625 1+C2+1+C2+1!3 1+C2+1+C2+1 i 3 1+C2+1+C2+1!3 1+C2+1+C2+1 3 I 1+C2+1+C2+1i 3 1+C3+1+C3+113 PLUS(1)ANCHORS AT FIXED SECTION. 54.000 1+C2+1+C2+1•:3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C3+1+C3+1i 3 - (9)ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+C2+1+C2+1i 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C3+1+C3+1 i 3 1 1+C2+1+C2+1'3 1+C3+1+C3+11 31 (3^MIN.O.C.ANCHOR SPACING) 63.000 1+C2+1+C2+1;3 1+C2+1+C2+1i 3 1+C3+1+C3+11.3 1+C3+1+03+113 1+C2+1+C2+113 1+0+1+0+11:31 74.000x 38.375 1+C2+1+C2+ti 2 1+C2+1+C2+1;2 1+C2+1+C2+1!2 1+C2+1+C2+1,2 1+C2+1+C2+1 i 2 1+C2+1+C2+1'.225 3/4"MAX. 48.000 1+C2+1+C2+1;3 1+C2+t+C2+1'3 1+C2+1+C2+1i 3 1+C2+1+C2+Li 3 1+C2+1+C2+1!3 1+C3+1+C3+li 3 ��(1---3'MIN. 50.625 1+C2+1+C2+1 1 3 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 1+C2+1+C2+1:'3 1+C2+1+C2+1 i 3 1+C3+1+C3+1:31 i 54.000 1+C2+1+C2+1;3 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+ti 3 1+C2+1+C2+1i 3 1+C3+1+C3+1i 3 9"REF. X O X 60.000 1+C2+1+C2+t;3 1+C2+1+C2+1i 3 1+q+1+C3+ti 3 1+03+1+p+1;3 1+C2+1+C2+1 3 1+C3+1+q+1i 3 PiODUCT REViSEL) s tnmPtying whh the Florida 63.000 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C3+1+C3+1i 3 1+C3+1+C3+t;3 1+C2+1+C2+113 1+C3+1+C3+113 Buil3ing Code 84.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1!2 1+C2+1+C2+1'2 1+C2+1+C2+ii 3 1+C2+1+C2+1i 2 1+C2+1+C2+1:2 MTG.RAIL,TYP. _. AccePrquceNo 16- 48.000 1+C2+1+C2+1i 3 1+C2+1+C2+1':3 1+C2+1+C2+11 3 1+C2+1+C2+1i 3 1+C2+1+C2+1':3 1+C3+1+C3+1i 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 50.625 1+C2+1+C2+1i3 t+C2+1+C2+t1 3 1+C2+1+C2+1;3 1+C2+t+C2+t:3 t+C2+1+C2+1t 3 1+C3+1+C3+1:3 (SHOWN IN TABLE KEY ABOVE) By P�.c 54.000 1+C2+1+C2+1;3 1+C2+1+C2+111 3 1+C3+1+C3+1;3 1+C3+1+q+1;3 1+C2+1+C2+1i 3 1+C3+1+C3+1i 3 60.000 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C3+1+C3+1i 3 1+C3+1+q+ti 4 1+C3+1+C3+1:3 1+C3+1+C3+1i 31 25 3/4"MAX. •• •• P1/2"1KPf •• , 63.000 1+C3+1+q+1;3 1+C2+1+C2+1'3 1+p+1+C3+ti 3 1+C3+1+p+i 4 1+C3+1+q+1!3 t+C4+1+C4+tl 4 • �3•MI • • _ 86.437x 38.375 1+C2+1+C2+1i 2 1+C2+1+C2+1'2 1+C2+1+C2+1i 2 1+C2+1+02+ti 3 1+C2+1+C2+112 1+C2+1+C2+1i 2 • • s • • 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1'3 1+C2+1+C2+1 i 3 1+C3+1+C3+1 3 9"REQ •:X•• • Xe•• 50.625 1+C2+1+C2+ti 3 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 1+C2+t+C2+ti 3 1+C2+1+C2+t':3 7+C3+1+C3+1:3 54.000 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C3+1+C3+1:3 1+C3+1+C3+1`3 1+C2+1+C2+11 3 1+C3+1+C3+ti 3 , 60.000 i+C2+1+C2+1;3 1+C2+1+C2+1'3 1+C3+1+C3+1;3 1+C3+1+C3+11 4 1+C3+1+C3+U 3 t+C4+1+C4+11 4 MTG.RAIL,TYP. _ 63.000 1+q+1+q+1;3 1+02+1+C2+113 t+p+1+C3+1i 3 1+C3+t+p+1;4 1+C3+1+p+1;3 1+04+1+C4+1i 4 EX^i-4114PLt:CLUSTER VVJ*QTY.QP j4)inpHORS , � •• AN�HG10iAC�E gp'lc a Xt x ,�-i3-i/3 1070 TECHNOLOGY DRIVE • ••• • `.s r. .. N.VENICE,FL 34275 Imp - ALUM.HORIZONTAL ROLLER WINDOW,IMPACT P O.BOX 1529 �� •�, psw•nw �' q.LYNN MILLER,P.E. OtrYr NOKOMIS,FL 34274 Visibly'Better F.K ?/2&ADB J.J. 323N6 NR7f0 NT$ 9 > 11 4127-10 G P.E.#58705 • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(135) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES Vj 2.GLASS TYPES: o -i m C) -i co) C3 m 0 ;m O j Do DO A.5/16"LAM[-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE y � N g y 1 t/) i f B.5/16"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A W V H = ai ' _ �1 ' _.e ' _..tt = eo Q = xf C.5/16"LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 i 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7116"LAMI-(3/16"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/16"LAMI-(3/16"A,.090,3/16-HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1; 3 1+C2+1 3 F.7116"LAMI-(3/16"HS,.090,3116"HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 I 3 1+C2+1; 3 1+C2+1 3G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"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"SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) 54,000 1+C2+1 3 1+C2+1 3 1+C2+1; 3 1+C2+1' 3 1+C2+11 3 1+C2+1 3 I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8-HS,.090,1/8"HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 i 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 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,.090,3116"HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1€ 3 1+C2+1 i 3 1+C3+1 3 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) 48.000x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1; 2 1+C2+12 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 11+C3+1 3 1+C2+1; 3 1+C2+1 3 1+C3+1 3 54,000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1; 3 1+C2+1; 3 1+C3+1 3 HEAD 8 SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 j 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 22 1!2"MAX.O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+1. 3 1+C3+1I 3- 1+C2+13 1+C3+1 3 TABLE KEY: O X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1; 2 1+C2+1; 2 1+C2+1; 2 1+C2+1 2 2+C3+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 '3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+1; 3 1+C2+1:: 3 1+C2+1 i 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+1 3 1+C2+1; 3 1+C3+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+11 3 1+C3+1'i 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1'.3 1+C3+1 4 1+C3+1: 3 1+C4+1 3 VENT AND FIXED SECTION. (7) i ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2; 2 1+C2+1' 3 1+C2+1; 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 1 3 1+C2+1 3 2+C3+2 3 16 ala"MAX. 54.000 1+C3+1 4 1+C2+1 3 2+C3+21 3 1+C3+1j 4 1+C2+1 3 2+C3+2 3 �;-3"MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 1 4 1+C3+1I 4 1+C3+1' 3 2+C4+2 4 9"REF. X O 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1j 4 1+C3+1 3 2+C4+2 4 - �( PRODUCT REVISE© 66.000x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2; 3 2+C2+2; 3 1+C2+1 2 2+C2+2 3 a;complying will thn FiOrida 48.000 2+C2+2 4 1+C2+1 3 2+C3+2; 3 2+C2+21 4 1+C2+1 3 2+C3+21 3 1 MTG.RAIL ;3iaiam;eode 50.625 2+C3+2 4 1+C2+1 3 2+C3+2:! 3 2+C3+21 4 1+C2+11 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 54.000 2+C3+2 4 1+C2+1 3 2+C3+2; 4 2+C3+21 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) By ii ode 7roducl 60.000 2+C3+2 4 1+C3+1 3 2+04+2; 4 2+C3+2< 4 1+C3+1' 3 2+C4+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+2! 4 2+C3+2; 4 1+C3+1 3 2+C4+2 4 18 3/4"MAX. •• •• • 1 1/29 TVP. •• 74.000x 38.375 2+C2+2 3 2+C2+2 2 2+C2+21: 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+21 4 2+C2+2 3 2+C3+2 4 9"R F. • ••• • 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+21 4 2+C2+2; 3 2+C3+2 4 ••i X• • • •O• i ••• 54.000 2+C3+2 4 2+C3+23 2+C4+2; 4 2+C3+21 4 2+C3+2i 3 2+C4+2 4 MTG.RAIL 60.000 2+C3+2 4 1 1+C3+1 3 2+C4+2j 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 - 63.000 2+C3+2 4 1 1+C3+1 3 2+C4+21 4 2+04+21 5 2+C3+2; 4 2+C4+2 5 EXAMPLE CLdSTER• W/ OF(A�NPHORS •„r,r 1070 TECHNOLOGY DRIVE HC�4GOE S`PA44& 101QI INDOWS N.VENICE,FL 34275 Two • • ••• • P.O.BOX 1529 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT a-mr Osc - NOKOMIS.FL 34274 V ibly gem �""�' �'�' •"0 �� "' A.LYNN MILLER,P.E. F.K. 2/2 M J.J. 3l23,4)B HR7f0 NT$ 10 + 11 4127-10 (j P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 314"MIN.E.D.TYP. NOTES: 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1!4'ELCO MIN.3.4 KSI �1"MIN.EDGE NOTE 3 1 3/8" TAPCONS EMBEDED 1 3/8"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 13/4"MIN.. MINIMUM DISTANCE FROM CONCRETE MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1x WOOD 1q. ' 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 114"SS4 CRETE-FLEX WITH BUCK, — — #12 TRIMFIT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1!4 1/� THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAX.JJJ CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM .WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE Fr WOOD 7T ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8"THICK. THE 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 TYPICAL FLANGE FRAME HEAD SECTIONS #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. 1/4" 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM I '3/8" 1/4"MAX.SHIM 1 114"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. I I MIN. I (1.5 KSI CMU) � OR 2-1/2"MIN.EMBEDMENT �n PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETE — ANCHOR, f ANCHOR, «� NOTE 2 /� T NOTE 1 EXTERIOR INTERIOR I ..� ; 1 3/4" I"MIN.EDGE ? MIN.E.D (HEA &SILL DETAILS A,B,C,D. H) i _ TYP. 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 4 SEE NAILING INTERIOR 5/8"MIN.EDGE DETAIL E DETAIL F (JAMB DETAILS E.F&1) EXTERIOR V TYPICAL FLANGE FRAME JAMB SECTIONS 5/8"MIN. CONCRETE WOOD DETAIL H (HEAD) ANCHOR, ANCHOR, NOTE 1 NOTE 2 NAILING .131 DIA.MIN.x 2 12"NAILgy—rPRODUCT REVISED AT CORNERS AND 5"O.C. .cxtnplyiag with the Fluids TYPICAL DETAILS G,H&I. O NLldiug Cade crypta ro rw I G o 14.13 1/4" 1/4" I I napirzti�+n Dat4 QA'j' MAX. MAX. ` SHIM SHIM av /8"MIN.EDGE tdtami.ttde Product Cmtr Ir ..;.. _ SEE O NOTE 1 1 3 IN. NAILING — •• • • • 1 3/4"MIN. _ •2-1!'rAAlt♦ • • SEE NAILING E.D.TYP. • • • • • • • MIN.3.4 KSI ?"MIN.EbGE CONCRETE 2x WOOD •• •• • • • •• DETAIL C BUCK, DETAIL D 2-12"MIN.EMBED NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) w TYPICAL FLANGE FRAME SILL SECTIONS TYPIGAI•I�'GRACFIN FftME %LlrTIp1V$ c•• ANCHCLACE UE:AQS: • .. • 1070 TECHNOLOGY DRIVE • • • ' N.VENICE,FL 34275 P.O.BOX 1529 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT :...,.. D— �. GTtlb LYY: NOKOMIS,FL 34274 Vfsib(y&rc- �' �"" A.LYNN MILLER,P.E. 2/?dtOB J.J. 3x23+176 HR710 Haff 11 °+ �� 4127-�0 G P.E.N 58703 Fl ••• • • • ••• • • r M IAM I-DADE MIAMI-DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590• F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dad6 County RER - Product Control Section to be used in Miami Dade County and other areas where allowed b�thQo�luthority Having Jurisdiction(AHJ). ' •••• This NOA shall not be valid after the expiration date stated below. The Miami Vade Gd4LY..Product•, Control Section (In Miami—Dade County) and/or the AHJ(in areas other than M ade Cpo ounty)a resel'fd the right to have this product or material tested for quality assurance purposes. W."s prod4l.04 matAotio fails to perform in the accepted manner, the manufacturer will incur the expense o caaft testiAg.'the AW-. may immediately revoke, modify, or suspend the use of such pr6duct or mated*A.*Vgin their:*;isdict"C.. RER reserves the right to revoke this acceptance, if it is determined by Miami—DAde t!bunty.Product Conkvio:- Section that this product or material fails nts of the applicable Wilding code' •• This product is approve escribed herein, and has been designe 1 with the AesiAoBuild1AA*** Code, including the igh Velocity Hurricane Zone. ..' -• • • - - DESCRIPTION Series "SH-700"Aluminum Single Hung Window—L.M.I. •• • APPROVAL DO NT: Drawing No. 4040=20,titled"Alum. Single Hung Window Impact", sheets 1 through 11 of 11, dated 09/01 d 06/06/17 re ared b acturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and�there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. , INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#1670714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Da2 08MIAM}DADE CO® Expirati21Approval 17e 1 f ' PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled"Alum. Single Hung Window, Impact,", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, T:AS 202-94�••• 2)Large Missile Impact Test per FBC, TAS 2A1•-9.4 . ... .• 3) Cyclic Wind Pressure Loading per FBC,T-A-;i-03-9,f •• •••••• along with marked-up drawings and installation diagram of Vrvc sliding' lass d ot,..: a PVC fixed window and an aluminum sliding glass door, ug:;Kodisp91p.4SG ��$� • + spacer system, Duraseal® spacer system, Super Spacer®NXTT.'V�cer system and Ali...' EdgeTM spacer system at insulated glass, prepared by Fenestration Testily*laboratory,;• Inc., Test Reports No. FTL-8717, FTL-8968 and FTV-80n, dated.' 11/16/U.:,* .. 06/07/16 and 06/02/16 respectively, all signed and sealed by jdaliis Orl!g'a,P.E. . (Submitted under previous NOA No. 16-0714.06) 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 •• • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 + 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94, 6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung fwindow, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322 06) 3. Test reports on: 1)Air Infiltration 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NDA No. 07-0322.06) Manuel ere P.E.` Product Contro Ex icer NOA No. -0630.08 Expiration Date: March 26,2021 Approval Date: November`30,2017 E -1 f PGT Industries,-Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E 1 B. TESTS (CONTINUED) 4. 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NDA No. 05-1018.01 5. Test reports on: i}Large Missile Impact Test per FBC, TAS 201-94 •••••• 2) Cyclic Wind Pressure'Loading per FBC,,TiA$•2a3-94 . .•. •• along with marked-up drawings and installation diagram of aig4Minurri sinlgl!e hung••:• window, with fin frame, prepared by Fenestration Testing Lab6fl fty, Inc., Test :....: Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 14:¢1205 respjj ji ely, ;•••• both signed and sealed by Edmundo Largaespada, P.E. 000009 .... .....• (Submitted under NDA No. 05-1018.01) 90:0 6606:0 6. Test reports on: 1) Air,Infiltration Test, per FBC, TAS 202-94••:•: '. 2) Uniform Static Air Pressure Test, Loading;per FBC T kS•202-94;••••; t 3) Water Resistance Test,per FBC, TAS 202-44 0 0 0••• ..4) Small 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 i along with marked-up drawings and installation diagram of an aluminum single hung window,with fin fraftie, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and 'sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) K 7. Test reports on:.1) Uniform Static Air Pressure Test, Loading per FBC TAS 202=94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. ` (Submitted under NOA No. 05-1018.01) f i A Y (Ytt�llu an elf ere P.E. Product Contr l Exa finer t NOA No. 7- 30.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-2 L PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014)and FBC 6"Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). . . .... ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 154201.11 issued to Eastman Chemical.CompUny(MA) ...,;. ' for their"Saflex Clear and Color Glass Interlayers"dated 03/4rAfr, expiring on •�; 05/21/21. "" "" • 2. Notice of Acceptance No. 16-1117.01 issued to Kurara Amer'• •i c. for• �* •• p Y 1C�� i� �lri� ..:..' "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers''•dated W49/17, ...... expiring on 07/08/19. •••••• •• F. STATEMENTS ' ' •••••• t 1. Statement letter of conformance, complying with FBC Sth Edition (2014) E69 Y+$C 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratorycompliance letter for Test Reports No. FTL4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649,FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT.Industries, Inc. for their Series "SH-700"Aluminum Single Hung Window- L.M.I., approved on 08/18/16 and expiring on 03/26/21. jj-PAL anu r z,P.E. Product Co ' rol E aminer NOA -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E E-3 s GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) -ASTM E113010-04 BUILDINGDA CODE(FBC),5TH EDITION •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.) •ALUMINUM DESIGN MANUAL.ADM-2015 OR.090"SAFLEX`FV8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •AISI S10o-12' B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A •Also 360-10 .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5/16'LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-KURARAY TROSIFOL"PVB(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4 OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5 G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A HORIZ.SECTIONS............5 .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST.......................6 H.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE EXTRUSIONS....................7 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL' PVB(BY KURARAY AMERICA,INC.) CORNER DETAIL..............7 OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 I.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOLPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIRSPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A .090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE Materiel Min.Fy Min.F. OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-KURARAY TROSIFON PVB(BY KURARAY AMERICA,INC.) Steel Screw 92 ksi 120 ksi OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco UltraCor4 155 ksi 177 ksi L.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS -� 410 SS Elco CrateFlex® 127.4 ksi 189.7 ksi WITH A.090'KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEJC®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A 6063-75 Aluminum 16 ksi 22 ksi .090'KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.D90"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 36 ksi 58 ksi Gr.33 Steel Stud 33 ksi 45 ksi `2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALC W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES 1-3,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 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. ^RODU`r n th the comr+lvir3 wish ilx F1Geide iluiidiug Code 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Ac eepLwru E. 'rar' Dvt- 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. By ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Minn Dade Prude t ALUMINUM DESIGN MANUAL •• ••• • • • • • •• 1111 I t I I I/ / 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. • •• a • �` ��'�� • •• • • • • ••• • '��•' OrEMyF �(� i 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA Bl"ItIG ip&,Nr*D}V'fHHI:H VE�LbCITY ' HURRICANE ZONE(HVHZ). =*.. �NO' 1k 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED.CAPS(G-L)ARE ALLOWED. _ OF 1070 TECHNOLOGY DRIVE • • • • • • • • • '� A N.VENICE,FL 34275 E • S • • • ��( •.�O..... •' �_`� (941)480-1800 i• • • . ss!ONAI JR O6fl8H7 G UP1147EDANCHORAGETOFBCZ017. CERT..1AUTH.#29'L96 ALUM.SINGLSHUNG•W�111l A,IMPACT CO YRIGHT• 7 Ry. ••W�' ••• '"� ••+►M Rs A.LYNN MILLER,P.E. p'MRIJ: Sir SM' PGT WGUS1RIEa,HL. RK AHAlS J.J. 2/23A77 ALLRiGDUS IEERVEG 3FI700 NTS 1 • 11 4040-20 G FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Part# Description Material 1 1 71 Kommeding 4SG TPS Spacer System 72 Quanex Super SpacernXTwith Hot MattButyl See this Sheet for 73 Quanex Dumseal Spacer Materials 41 1/2"NM. ¢¢ 112"NOM. 74 Cardinal XL Edge Spacer GLASS BITE GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8968&8970 70 370 7 70 37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 6'NOM. 7/16"LAMINATED 5/16"LAMINATED GLA 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: LAMI IG OUTBOARD 71-74 ^ 71-74 aEXTERIOR INTERIOR LITEITES MAY 1 1 (ALL SECTIONS) UPGRADED TO 3116" WITH NO CHANGE IN p\/B"= DESIGN PRESSURE. KURARAY TROSIFOL 1/2"NOM. 1/2"NOM, PVB INTERLAYER ¢6 GLASS BITE rjR GLASS BITE or SAFLEXPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 70 1/8"ANNEALED OR HEA_T STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 1, 4� .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"LAMINATED 7/16"LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS 13/16"NOM. 13/16"NOM. 13/16"LAMI IG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 ALUMINUM SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE 5/16"NOM. P RODUL'I'REVISED SILICONE 5116"NOM:- SEAL GS cemnlying with the Florida STRUCTURAL 3/16'NOM. SILICONE SEAL 1/4"NOM. FOAM BUTYL& 3ui!ding Cock POLYISOBUTYLENE WITHDESICCANT ROLL-FORMED .4cccp4"ncn iJo / •r7g WITH DESICCANT DESICCANT FOAM STAINLESS STEEL Ez irar Date ,�zl EXT.GLASS EXT.GLASS EXT.GLASS i3y EXTg%Asa• • • • •• 1:7iRmi aAx R'o&ra • • • • • �\tl 11 11 , • • • • • QNY LYN,y INT.GLASS INT.GLASS INT.GLASS • • • TNT.."r'LAjS • ��.-'• �ICENS�c••�� i KODISPACESUPER 73 DURASEAL(D 74 XL EDGE _*: No.58705 4SG TPS 72 SPACERONXT'm SPACER OSPACER • • • • • 0 •• STA OF T••�� " 107N ENI CELFOL 34275GY VE &MING PLS, •• • • ��S•••FLORIDA,.•' (941)A80-1600 >� • �''�S/ONAL ENG``• awe a CERT.OF AUTH.#29296 ALUM.SINGL9HUNdIMND(SW,IMPACT � JR t7HIDBH7 G NOCHAHGESTHIS SHEET. re.tese flute rrc awewu. RYe A.LYNIJ ILt�R,P.E. LOPYRIGRTOAtr awme)c awe a a.a awe PGT iNru TMMNC ® SH7W FUiI 2 s 11 4l?40.20 G FL P.E.#58705 F.K 9HiQ5 JJ. 1/13107 u�RIGRTS RMURV 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. _ BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT GLASS TYPE 66" 68" 70" 72" 74" 76" MEETING RAIL "48" B,M +80.0 -80.W+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1 +80.0 -80.0 +80.0 -80.0 HT. A,B',M -7-BUT -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 ;-761.9 +75.4 80.0 -80.0 +7A 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 77.3 -77.3 +7 "X SASH 53118" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78,2 -78.2 +76.9 -75.4 +7UP TO 53118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.080.0 -80.0 +8 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 60 618" 63" 72" 74" 76" 1 MEETING RAIL all A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. 50" A,B,M +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 "X" SASH 62" A,B,M �+8 .0 -80.0 +80,0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 63118" A,B,M .0 A0.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UPTO63118" C,D,E,F,G,H,I,J,K,L .0 -80.0 +80.0 -80.0 +80.0 80.D +60.0 80.0 +70.0 -70.0 +70.0 -70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. WT. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 75"INTEGRAL FIN) .O„ MINUS WIDTH I GLASS TYPE 17 118" 1 2211/16" 1 283/16" 1 33314" 1 396116" 4413/16" 1 50 3/8" 65 16116" SASH 531/8" D,E,F,J,K,L4 +80.0 1 -80.0 1 +80.0 -80.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1+70.0 1 -70.0 1+70.0 1 -70.0 1 +70.0 1 -70.0 1+70.0 1 -70.0 HT. HT. MEETING RAIL 4 ES: TEST REPORTS TABLE 4. "X" S A.5/16"LAMI-(118"A,.090,1/8"A) FTL4647,4648,4723,4957 B.5/T6--L-AM-r-7FTL4647,4648 C.5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL4647,4648 D.7/16"LAMI-(3/16"A-090,3/16"A) FTI-4645,4865 E.7/16"LAMI-(3/16"A,.090,3/16-HS) FTL4645 F.7/16"LAMI-(3116"HS,.090,3/16"HS) FTL4645 G.13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) FTL4646,4723 PRODUCT REVtSHD H.13/16"LAMI IG-1/8"T,Al SPACE,5/16"LAMI-(1/6"A,.090,1/8"HS) FTL4646 DuildiytgingwithtimbT t _ ildmg Code I. 13/16"LAMI IG-11/8"T,AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL4646 Acecyatmce E,,iritic,Date x4021 J.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAM[-(3/16"A,.090,3/16"A) FTL4649,4650 K.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(311e&.090,3/18"HS) FTL4Mi 649,4650,4958 - •• :4ami udo Product L.13116"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"HS,.090,3116-HS) FTL-4649,4650 • • • • •_ • • ��t t I I M.13/16"LAMI IG-1/8"A,AIR SPACE,5/16"LAM[-(1l8"A,.090,1/8"A) FTL-5063 • •• • • • • •• • ` O4y LY..,N .� • ` ��,.• QGENS tO • NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF ORWEK7%SHQVON IN 1'HE 1ABL,=S!REGATIVE DESIGN Q:' F PRESSURES ARE UNEFFECTED. *: NO.58705 .13 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. _ 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. •- 000- • _• •r • -0 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY • • • • • • • • • • ;�0 5.REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 1070TE HHNOLOGY DRIVE ll��.,�-• LIMITATIONS. N.VENICE.FL34" • ErSIL�111PQEtSORtS •• • • �i�S 'F�a..OP,.•'��` R.Mttltl/.. nur: CERT. tFAAUTH.M2. ALUM.SINGLEHUNG WINDOW,IMPACT gLIENG`�� JR OCvOfi/17 G NO CHANGES 711/8 SHEET. a.w.+sa,t z� w..c tr..+ct+c tr. A.LYNN t ILLER,P.E. co"mu;nramtr aM,er: wr- rr.ema ow: vcrwousrnes.iuc ® SM00 NTS 3 a 11 4040-20 G FLP.E.#58705 F.K. 9IIA75 _ J.J. 2 W7 •u AK++rs aesmvm • • • • • • • • • • • •• •• • • • •• •• 531/8"MAX.FLANGED WIDTH 52 1/8"MAX.I.F.WIDTH 49 5/8"MAX.FIXED C DLO(ALL) D 75"MAX. 75"MAX. \ 75"MAX. I.F. SEE DLO I'F' Ff A IIGHT 0`1 HEIGHT O / _1 HEIGHT SEE DLO HE SEE DLO �/ TABLE / D TABLE O j TABLE O /� ' 76"MAX. 76"MAX. I 76"MAX. FLANGED FLANGED L FLANGED EE DLO HEIGHT HEIGHT HEIGHT 38 7/16" MAX. STABLE XEE DLO S E // SASH STABLE X NOTE 4 EE DLO S E STABLE X NOTE 4 (MAX.) HEI HT 48 1/4"MAX. V tL>� DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) B E 75"MAX. I 75"MAX. I.F. I.F. HEI HT E-J HEIGHT SEE DLO / SEE DLO O \� TABLE O 76'MTA AX. — / 76"MAX. FLANGED FLANGED HEIGHT HEIGHT 20" r/ 20" O TABLE SEE DLX SASH SEE DLO TABLE X SASH HEIGHT PRODUCT REVISED HEIGHT ;u cG-OYing with the FlnrW — 3Grdmg Code :lcee1=1 No! - (v3D.DB B r.Kffl FJfiDG UR{e /lAlll DETAIL D DETAIL E 1s,• VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) �1i x�Pr\pn NOTES: ••• ••. . . • • • •. l��:' �IGENSFQ� , 1. NO.58705 SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • • • • • • • = r' • • •• • • • • • 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. � •• • • • • ••• • - *' _ 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. • • • • • • • • • — *_ 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. •• ••• •• • • • •• � �2 O Il T 'w- - ,�•. STATE OF 1070 TECHNOLOGY DRIVE °ivp°` ��ip ..(ORIOP.•'i§C ' N.(841 aea1sw27s -%E Aflfll/VS • • • /"',,/0/yAL ENG 11 CERT.OF RUTH.p20298 ALUM.S1NG4E NDOW WALT /"$t I I I III` JR Ofi W17 G NO CHANGES 7H13 SHEET: w YeiGHTezmr °i� • • ° A.LYNN MILLER,P.E. —y. Gyy; PGT NGGSTRFG.INC. Ry. S1{7pp • NTS -1 a.d 1 •• 0 G FL P.E.#58705 F.K 5/1/05 J.J. Z/2W7 AU RGHTSN SMx D • • • • • • • • • • 00* • 0 IF-2.784"— 1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 31 MAX. 2.710" FIXED L TE 7,8 OR 17 DAYLIGHT 25 OPENING OUTSIDE 25 MAX.FIXED LITE DAYLIGHT OPENING r• MAX.WIDTH SECTION A-A 6 �ff OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 lr 47 50 M HEII GHT 21 2.946 HIGH IT OUTSIDE SILL 2.330 LOW SILL 1 MAX. 1VENTL DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — 68 2.710" I.F.FRAME 28 53 4 jUTSIDE � r-RODUCT rct VISI B complying witA the F6R3}a Aui?ding Coda 53 A.L p,Aner No lea 2.946" cxp:ratianDatef�� 2.330" (HIGH SILL)52 (LOW SILL) L Uy M.- de�.t0 fi, SEE NOTE ABOVE 54 • • ••• • • ••• �1 �IGENgF .�CC 3 30 ULTRALIFT 6g • •• . • :.: •. 12 ULTRALIFT• • . • • *; No.58705 ONLY 12 ONLY •• ••• .• AE�T�N IXC *= SECTION B-BRADIUS TOP -7 (LOW SILL SHOWN) r ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) ;AD S ATE 0 )? ' Q` BEY 107NENICE FFL 39Z75VE SEL'��O•/MJ • • • s•'•�.l OR1DP.••'•�� caatlaeo-rsoo ,.� ••• • • ;/61VAL rrw.• cERT.of RUTH.azazas Al.64f.S LSE 17UNG-WMIDOVti>,1NFtACT JR O6A1'BN7 G NO CHANGES THIS SHEET. covrRiuRrozun -" • •• ^"'e"' • • ^�' A.LYNN MILLER,P.E. orsAnen ar: crrM.a ars PG r iRouSrRES,W. ® SH7� H8� d 71 ••�40-� G FL P.E.t1 58705 F.K. 9/1)15 J.J. 7/2&V7 ALL R-Wtl RESERVED ••• • • • • ••• • ITEM DWG.# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT# 1 40021 FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K- 2 1155 1#8 X 1.000 QUAD PN.SMS 781 PQA 61" SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004' FLANGE FRAME JAMB 612227 67' GLAZING TAPE,1/16 X1/2-7/16 LAMI 62BV1510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 40501 IFLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16" 70 ISILICONE,DOW 791,899,995 OR GE 7700 10 1080 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAMI,0B"A,.090 PV3,1/8"A) 11 1 1#8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5/16"LAMI,(1/8"A,.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAMI,(118"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAM.(3/16"A.090 PVB,3/16"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAM,(3/16"A,.090 PVB,3/16"HS) 16 1080-1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/87,AIR SPACE,5/16"LAMI,(1/8"A.090 PV13,1/8"HS) 19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS.13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1B"HS,.090 PVB,1/8"HS) _ 21 4054C FIXED MEETING RPJL 64054C 89 J.GLASS,13/16"LAMI IG;118"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"HS) 25 j 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G91 L.GLASS,13/16"LANK IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M GLASS,13/16"LAMI IG;1B"A AIR SPACE,5/16"LAM,0B"A.090 PV13,1B"A) 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2.784 30 1226 WSTP.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3/32"X 2584"X 1" 71622K 1.830 3.j 55 36 1052 LAM[IG SETTING BLOCK 1"X3/4"X1/16" 71052K .062 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40398 GLAZING BEAD,5/16 LAM.GLASS. 64039B 47 FRAME, I.F.HEAD 42 4044B GLAZING BEAD,5/16 LAMI W/GRILL KIT 644703 #4071 A,6063-T6 44 4222A GLAZING BEAD,7/16"LAM] 64222 O FRAME, I.F.LOW SILL 45 985C GLAZING BEAD,7/16"LAMI W/GRILL KIT 6985 4$ #40721,6063-T6 46 4067 GLAZING BEAD,13/16"LAMI I.G. 64067 2.908 47 40711 I FRAME,I.F.HEAD 64071 48 4072A FRAME,I.F.LOW SILL 64072 2.374 49 4073A FRAME,I.F.HIGH SILL 64073 PRODUCT REVISED 50 4074B FRAME,I.F.JAMB 64074 us aar.plyi[with the Florida Rhatdws Code 52 4009 SILL LATCH(EGRESS) (LOW SILL) 764009 .062 NOM Acccptrn,00 NO -01a3D.Oa 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4A712 'n'uDate /Pei 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2qL By 55 1014 SCREEN FRAME(H OR.&VER.) 81014 .062 NOM w0m Dada Product Cw • • • • • • • • • • 56 1630 SCREEN CORNER KEY WRINGS 71630 • - THICKNESS 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 •• • •• • ••• • OpAY LYNN 58 1073 SCREEN SPRING 7CASP • • • • • • • • VtCENSFQ� �� 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K •ORRAME*I.F•.•JAMB 49 FRAME,I.F.HIGH SILL 50 #40748,6063 T6 * No.58705 r #4073A,QP63-Tp • • (USED AS RADIUS TOP HEAD) A--� 1070 TECHNOLOGY DRIVE • • • • :RNSTA N.VENICE.FL14275 PROS UST • • • .(� •'•F�ORIDP,.•'G\�� aY,a e�- arc CERT- AUTH.#29296 ALUM.SMGLE HAG:UDOW,,•Id! ''�SJAONAL EN.�� JR 081XJ17 G NO CHANGES THIS SHEET, T-OF GUT H.# a.waea.e adc a.r. o..p ra a." A.LfNNIhNILL ,P.E. a..ner arc cr.me ar.c PGTINDUSTRiEa,NC- ® sH700 NTS 6 11 404020 G FL P.E.#58705 FJC 9/1/75 J.J. 2/23177 Nt RrGnTSIR WW vin • • • • • • • • • • • • • • • • • •• •• • • • •• •• I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F.FRAME I 6 2 I% fT I---2.784--{ 062 II II I I 2.830 2.330 1.363 J t-.062 6 or 50 O FLANGE FRAME HEAD #4002A,6063-T6 2.784 I O 1.749 FLANGE FRAME SILL (LOW) WELD #4003C,6063-T6 I 6 Or 50 ALONG SCREW BOSS(2) SEALANT OR GASKET 1 I AT HEAD AND SILL S12.710 1 -1.513--{ .738 =06J2 .490 040 1 1 .062 1.451 VIEW D-D VIEW E-E L(1/18 VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) TT O O SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB 7 #4025,6063-T5 17 #4053,6063-T5 .050 #4004,6063-T5 (USED AS RADIUS TOP HEAD) -� 1.165 .678 1.342 2.326�I -T 1.096 --�1 T .06 27 1.349 41 GLAZING BEAD,5/16" li #403913,6063 T5 1.979 .062 .155 1.707 os2 SASH SIDE RAIL ur�wwu .062 �UUI 31 #4008,6063-T5 Rt)A�L��JJJ � 21 FIXED MEETING RAIL O SASH TOP RAIL O SASH BOTTOM RAIL(LOW) #4054A,6063HD-T6® 23 #4006C,6063HS-T6 2$ #4007,6063-T5 .050 � .678 rO51.096-�---I [ 12 .678 42 GLAZING BEAD,5/16" ALL-- #4044B,6063-T5 ,�;pUC'f tiEviSFi7 2.326 - T (USED WI GRILL KIT) 1.096 I--- -i I csmpfyi cREVIShe Roma .062 Rl:i�ding colt O GLAZING BEAD 7/16" AcccltmxaNu I •Ob2o.og 2.946I'=:t irntinnlSGte ,7 '11 #4222,6063-T5 3.446 1 ^" 2.638 � .683 050 a`r_`Xyn' RGdiiet.6 062 �II ' I�1.097 61s ••• ',, NN'LYNN oso C�L' Il�G FEQfr 13/16"IG �\`��O 'ICEN9,,- 0114067,6063 '��l _ I+-2.784 1.115 •T •• • • T5 ��.•' O69 _ SASH BOTTOM RAIL (HIGH) 5 4GLAZING Q p,7/=NS '• • ••• ::•!teFl. No.#58^ G77o' s FLANGE FRAME SILL (HIGH) #4051A 6063-T5 #sesc,so63•Ts _ #4050A,6063-T6 --p(USED W/GRILL KIT) N.VENICE,FL 31771070TECHNOLOGYDRNE ts ? & AMN CORNER DE IL •' •: '��.'••..F�oRlOP..••' ?�' (941)480-1600 T.,• • • �"♦�" fiI • • • '� is L �j�� 'G CERT.OFAUTH.Ii29298 U GLEtft& :WtV000V PAOT �S/O JR O6N6✓17 G NO CHANGES THIS SHEET. caRmwnTexo+� ® arw+pr: • + en. • Oi°- • - A. a,.x a dY: 'GTINGUS ES.M. 'S/{�QQ H91f d-I1 ••:04� G FL P.E.#58705 F.K 911105 J.J. Z/23177 1 RIGNTSREs ••• • • • • ••• • • • ••••• • • • • • • J ✓ s ANCHOR QUANTITIES FOR 1I1 FLANGED WINDOWS TABLE 5. ANCHORAGE N S:T --� WINDOW HEIGHT 1. ANCHOR TYPES 1-1/4"ELCO ULTRACONS OR#12 28-6,93' 34.603 40.603 46.603 52.603 58.603 64.603 76.000 SCREWS INTO METAL ,, SUBSTRATE: 2- - �3-#12'SCREW ANCHOR TWE: o v U p U U U p U U p U U p U U p U C) LA >,m z mz z m z m z Z m z z m z z m z z m z zWINDOW GLASS c'l0 OcN NO`-Oc'j0�'O�Oci0NO�Oc�iON0 0C'j0N0 0CiONO�OcvUn'O�O 2.ANCHIONS ARE BASED ON THEWIDTH TYPE 3 U U U U U U U U U U U 3 U L) FOLLOENSIONS. cj C,D,EF,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11HEAD- X.FROM TOP CORNERS_-__ - JAMBS- X.FROM TOP CORNERSH,I,J,K,L 1 2 11 1:1 1!2 1 1 12 2;2 1.2 2.2 2!2 2,2 2;2 2;2 2 2 2!2 2.2 2;2 2 2 22 212 2;2 213 2,2 33 FROM BOTTOM CORNERS19'125 ELOW MTG.RAIL_ SILLS NOT REQUIRED :A:B,M 1 2 1'1 1 1 1':2 1.1 1:2 2,21 1 2 2 2 2 2 2!2 2`.2 272 2;2 2:2 212 2i2 2 2 2j2 22 22 2-1-3-12:2 3;3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.INSTALL PER THE ADJACENT TABLE ANCHOR _.-_.___ �. .._ QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,I,J,K,L 112 1;1 2 1)2 1 2 2;2 1;2 212 2:2 2;2 2,2 2 2 '2-2- 212 213 212 2;2 2'3 212 213 3;3 2,2 313 NOTE 2. 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ED _ _ _,... _.._ 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A 'M 1 T2 1 i ;2 1:2 1 2 2;2 1 2 2 2 212 2!2 212 2;2 2,2 2 2 213 212 2 2 2 3 2'2 2 3 3 3 2,2 3 3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 ARE 1"LESS. 32.000 H,I,J,K,L 1'2 1;2 2 2 23 1 2 212 2j3 1,2 23 23 2;2 2i312:3 2.2 2 3 313 2 2 3 3 3 1 4 312 3:3 3'4 3 3 4 4 5.DESIGN PRESSURE LIMITATIONS: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A AB,M -_ _.._ _. ,..- - , _ _-- -- BOLD ITALICIZED VALUE ABOVE THEM INDICATE A A 112 l;2 2;2 213 1!2 212 2'3 1.2 2 3 2 3 2 2 2;3 2;3 2 2 2 3 3 3 2�2 31 3 314 3'2 3 3 3;4 3,3 4'4 - MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE __ -- __r.._ ;- _..-.. _-._... .. ..-L_ MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE H,I,J,K,L 2'2 1 2 2i212;3 1;2 2 3 213 2 2 2 3 2i2 2j3 2;3 2,3 213 3,4 2;3 3;3 3;4 3,3 3;4 315 3,3 4,4 SIZE AND GLASS TYPE IS AVAILABLE. 00 37.000 1 1 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A M 1 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE 2:2 12 2;.2 2,3 1;2 213 2;3 2 2 213 2 2;2 213 2;3 2.3 213 3 4 2 3 3,3 34 3 3 3;4 3j5 3;3 44 REQUIREMENTS. - PSF 79 CpEFG 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - _ .. ._... - - Y 40.000 H,I,J,K,L 2 2 1.2 2-) 2t3 2 2 2;3 2;3 2;2 213 2!3 213 2'3 2 4 2,3 3:3 3 4 2,3 31-4 315 3.3 314 415 33 44 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABN 2'21 2222132:22132'32221323213232142.33.3342;3 34315333.44153.34!4 TABLE KEY: PSF 79 MAX.PSF C,D E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- 2 2 2 2 2 2 (DP LIMITED) 118 _ _.-I- _ r - 44.000 H,I,J,K,L 2222222':32;223213223;3242!33:33'42;33133142k3 3:43,53.33'44(53;4415 HEAD 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABOVE 2 3 A,8 M _ _ - _ _ 2 2 2 2 2 2 2i3 2;212:3 2 3 2'2 3;3 2;4 2`3 313 3.4 2 3 313 3 4 2 3 3:4 315 313 3 4 4;5 3;4 4 5 MTG•RAL PSF 79 79 J MTG.RAIL s-.plying Gsy�W� Q ANIB BELOW tnni4e C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 icc'cptv /'�D/I?� _ _(._ - fl 8 2233,4233;33.4213343:42;334353334.315 ,. _ 2 2 2 2 48.000 H,I,J,K,L 2T2 2 2 2 2 2'.3 2` ' ' ' '5 3 3 4'i 5 416 3 4 5t;5 �` 1ruw1.D•t � 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) ha X11 hu�c A,B,M 2 2 2 2 2 2 2 3 2 - '- _ - _ .. HEAD 2 am'Beae C 2 2.3 3;4 2,3 3;3 3;4 2!3 3:4 3'4 2'3 34 3 5 3<3 3 4 3;5 3 3 4;5 4;6 3 4 515JAW Ap9VE 2t3 PSF 72 79 79 • • • • •• : •MTGRgIL ."�\ LY N��, • �asY....N. C p,E,F,G, 2 2 2 2 2 2 2 2 2 2 2., 2 3_ 2 2 3 2 2 3 a 3 •3 • 0_ ••4A11�BELOW �1�,•' GEN M�(� 53.125 H,I,J,K,L 2 2 21 2-221,-2 2 3 2 2 2 3 3 4 2,3 3'1413:4 21,3 3 4 3:4 3,3 3;4 3,5 3 3 4 4 4;6 a'ol 4 :11 $fl 8' fQIC•RAIL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 SEE TABLE 1 FOR = No. qB,M -2T2 - -- - ....._ _ ... *; 705 - - - - 212 212 2 3 2 2 2,3 i'4 2 3 3;4 3-4 2;3 3 4 3'4 3.3 3�4 3'5 3!3 4 4 4:5 3.3 4 5 4 6 3 4 4'S FULL DP 1070 TECHNOLOGY DRNE �° • • • �O STATE )•� - N.VENICE,FL34275 AI'1CNORAGESF�ACIN ?WI DI9!V • :,�F i•.'eeORlor•.•\G\?4u (941)480-1600 t�,• ,�I, • • • • • • l� • e1•: OIK R.wac CERT.OF AUTH.629296 ALWVI.SINGLE HU GWINDOW,1,�1P�Ia JR OH�O617 G NO CHANGES THIS SHEET. ® e,n„M,a.� x..: A.LYNN 6VII4F R P.t`` ar: a�saea wr: coPrR:cirto4an PGT 1-TRES.ING. S}ppp NTS 8 a 11 40Q0-2Q G FL P.E.#58705 F.K. 7l25V05 J.J. 2/23))7 r,u R:cNrs ReseaveG • • • ••• o • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 WINDOW HEIGHT SCREWS INTO METAL SUBSTRATE: 29.655 37.155 44.655 1 52.155 1 9.655 67.155 74.655 76.000 3-#12 SCREWS 4 CRETE-FLEX . :O U U U U U z ZN o z Zr0o z LzU zOO Z�Zz Z ?O OON OOOOO U U cli FOLLOWING DIMENSIONS:UPEU n tOONZ - OWINDOW GLASS N OOOONOU oO0 ANCHORTUU 2.ANCHOR LOCATIONS ARE BASED ON THE WIDTH TYPE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS 17 1/2"MAX.FROM TOP CORNERS HEAD 1/2"MAX.FROM TOP CORNERS H,I,J,K,L 1.1 1'1 1.1 2 2 2';l 22 2 2 2'1 2 2 2 2 212 2,2 22 2;2 212 212 2!2 2j2 3':2 2;2 3 2 32 2,2 3;2 15"MAX.FROMBOTTOMCORNERS 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 s"MAX.BELOW MTG.RAIL . r.. SILL-ANCHORS NOT REQUIRED _._ 1 1 1;1 111 2!2 2 1 2E2 2'2 2 1 2�2 2 2 22 2-1-2-12-2- 2.2 2`2 2,2 22 2.2 312 212.3'2 3!2 2 2 312 PSF 79 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF C D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 J2 ', 1 1 1 12 1 1 1 1 1__. _.1.- NOTE 2. 24.000 H,I,J,K,L 11 1:11.1 2%21 1 2222222;2222j22;2212223,2322;232322;2323j22232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR _. FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A,B,M 1 1 2'2 1 1 212 212 212 2--';—2 2 2 21 2 212 2 F 2 2 2 312 3 2 2 2 3 2 3 2 2;2 3,2 312 2,2 3 2 ARE 1"LESS. PSF 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 . 1 1 2 1 1 2 1 1 1 1 1 1 1, 1 1 1 1 5. DESIGN PRESSURE LIMITATIONS: __ ._.._ _._-. _j -...._ SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J,K,L 1 1 1 1 1 1 2:2 2'2 212 2;3 2j2 2 2 313 2!2 313 3;3 3 2 3,3 3,3 2,2 3 3 4 3 3;2 413 4 3 3 2 4,3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY -" ""` OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 1 1 1 1 212 2';2 2!2 2 1 3 212 2 2 313 2 2 3 3 313 3 2 3 3 3I 3 2 1 2 3,3 413 3 1 2 4 3 4.3 3 2 4 3 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE PSF 59 67 79 SIZE AND GLASS TYPE IS AVAILABLE. C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 -. 1 2 2 1 2 2 9 2.. 4%13%1413 2 1_. ..._? .2._.....1. 2 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE .- --- - - - 37.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 2;3 2 2 2 3 3'3 2'2 3 3 31 3 3 3 4,3 3 3 3 2 3 3 4 3 3!2 4 3 4:4 3'2 4 3 REQUIREMENTS. A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 112 2 1 2 2 1 2 2 1., 2__ . _ .. 2 1 1 1;1 1 1 2 2 2.2 212 2�3 2 2,21 3 313 2r2 3 3 313 3�3 413 313 312 3 3 413 342 413 414 3!2 413 . PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 --2 2 - 2 2.- 40.000 H,I,J,K,L 1 1 1 1 1'1 2 2 2 2 2 2 213 2'2 3 3 3 3 2;2 3;3 413 3'3 41 3 3.3 3 3 4 3 4 4 3 3 4'3 4 4 3 TABLE KEY: ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2... _.... . _ _.,.. _..,. _. .. ..�.. r... ...,._ 1 1 1,1 1 1 212 2 2 2 2 2 3 2 2 3;3 3 3 22 3 3 4:3 3:3 4,3 3 3 3'3 43 4'4 3 3 43 4 4 3 3 513 MAX PSF PSF 49 79 56 79 79 {DP LIMITED) 117 C,D,E,F,O, 2 2 2 2 2 2 2 2 2 2 2 2_. 2 ? 2 ? ? 2 2 2 2 2 2 2 HEAD 3 44.000 .1,J ML 111 121 121 222 2.21111222 323 222 3k3_3'4 213 323 424 323 423 424 323 423 4 4 313 4 3 4 4 3 3 5 4 JAMB ABOVE 3 3 2 2 2 2 2 2 MTG.RAIL r•Kc wc1 uevLsry _ - - _ 1 1 -IT 1 mil 2 2 212 2 2 3'3 2 2 31 3 3 4 2'3 3'.3 414 3 3 4 3 4:4 3'34 4:4 3;3 4 3 4!,4 3.3 5 4 JAMB BELOW m cOr piy ng wHh iro 61Yi1a PSF 45 74 51 74 79 79 Au pt. -N -- - MTG.RAIL A«pw co Ivo 1 D 0.0$ 2 2 2 2 2 2 2 2- Fly 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2':2 2 2 3 3 2 2 3 3 3% 3'3 3 3 4 4 3 3 4 4 4';4 3' -- _ _.. — 34441443544+44354 FULL DP P.?i n'ade,PmducE GflVt 2 2 2 2 2 2 2 2 2 2 2 32.-. 2 2 2 2 3 1.. ._4 •3 2 HEAD !1 2 1 1 1 1 1 2 2 2:2 212 3 3 212 3 13'3 3;4 3 313 4'4 3 3 4 4 4 4 3 3 4',4 4�4 i3 5,4 ' 4.364+ iJ,aNQ/�VE 2'2 ' PSF 41 67 46 67 76 79 • • • • • • i•i MTQ.RAIL \ �ph1Y L.... �i C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 •!._.,8••3_... -- 3 �JADIBSELOW Pt1�;•'' �ICENSF•.•�� _ . 53.125 H,I,J,K,L 1 1 1 1 1,1 2,2 2'2 2,2 3 3 3 3 313 4 4 313 4''4 4'4 3 3 4 4 4r4 33 44 5 5 4 3 5'4 5'S 4`3 5'4 MTG•RAIL No.58705 W` A,B,M r 2 2_ _2_ 2_ 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 ...3 2 3. SEE TABLE 2 FOR FULL DP 1 1 1 1 1 1 2;2 2.2 212 3 3 3 3 3;3 4 4 3 3 4 4 4'14 3 3 4'4 4 4 313 4.4 S 4 5;4 4'3 So4 • • 0 '•� 1 / 1070 TECHNOLOGY DRIVE �L, /��p/� �•: N.VENICE,FL 34275 AMC D E15�aN&,§TwVdA D I T�''•.!�<ORIOP.. (941)480-1600 rss • """ „�„w. o.� Arra. CERT.OFAUTH.#29296 ALUM.SINGLE HURG AINDOVY,-IMPACT '';ss/cINA 'ENG` JR 06176/17 G NO CHANGES THIS SHEET. corrnio+.exmi s.wwea.e 4ae ai..e o.wtw a•* ,A.LYNNIALE'R,P.E. a.w atlya ay; vcinewsTwes.wc. ® SH700 NTS 9 > 11 4040.20 G FL P.E.#58705 F.K. 7129M J.J. 223D7 ,ui nianls l�sFavco • •• •• • • • ••••• I ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 SUBSTRATE: 17.125 22.668 28.211 1 33.754 39.296 44.839 50.382 55.925 SCREWS INTO METAL zzU 2- E SS 1/4" 4 CRETE-FLEX ANCHOR TYPE: O U U ON U U U U O U U 0 U U O U U 3-#12 SCREWS LSO - zmO z z ?O z z 0 Z - zc,O`,z - zmONz - zc?0,z - z ,,ONz - z WINDOW S O U U UOO O N O O 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLO WIING U U U U U U U i DIMENSIONS:TPU WIDTH Y 19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD-18 1/2"MAX.FROM CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 JAMBS-17 1/2"MAX.FROM TOP CORNERS 11 1/2"MAX.ABOVE THE MEETING RAIL 24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX BELOW MTG.RAIL K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 15"MAX.FROM BOTTOM CORNERS D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 Y 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 32.000 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM K,L 1 1 1 2, 2 2 32 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE PSF 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. -- --- ---- 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 -2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 12 5/8'MIN.TO 38"MAX. PSF 79 79 79 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 40.000 D.E.F.J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 1"LESS. PSF 79 76 79 77 79 79 79 6.DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM K,L 1 1 2 2... 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS PSF 78 79 70 79 79 71 79 73 78 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS _ TYPE IS AVAILABLE. K,L � � .. y 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 7, SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS. 79 63 71 79 64 74 66 77 69 69 - TABLE 7.KEY: 53.125 [!�L2 2 2 2 2 2 3 2 2 3 2 9 3 2 3 3 2 3 3 2 3 3 2 3 M4X.PSF 1 1 2 2 2 3 S 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 SEE TABLE 3 FOR (DP LIMffED) 112 FULL DP ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2_ TABLE 8. JAMB ABOVE 2 SASH HEIGHT WG.RAIL SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. o 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 O 0 0 (FULL DP) M O N Z Z M 0 ' z z z o 0 N Z z t7 O N z z C'1 O N Z z t7 O N Z Z M O N z - z M O N Z z WINDOW N ONg O � ONQQ O ^ ON ON O ' ON O � ONg O ONp O ' � HEAD 2 WIDTH 0 5 0 0 5 0 0 cg 0 0 0 0 0 j 0 0 3 U JAMB ABOVE 4 19.125 1 1 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL 24.000 2 1 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 1 1 2 2 2 2 3 2 2 3. 2 3 3 2 3 3 2 3 4 2 3 4 2 3 TABLE 8.KEY: PROL'UCTREVISED x;wm*ieg wide Lhe Fkxida 79 MAX.PSF BuildirgCo&,I _O�O3DOS 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 Em-i ' Date (DP LIMITED) 112 40.000 74 JANE BELOW 2 ny 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 •4 •4 4 • • K6TG.�/jj IL Mian aadcPrr 'cit • • • • • • • 44.000 --2--F-2-T-2 82 2 Y 3 2 3 3 3 3 4 3 3 4 3 4 5 3 •• R:1 6 .4• i i • • 83 72 79 • • ULLQP ��:.•' �1GENSF•,�� 48.000JANE BGI,oW 2 _ 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 �'�34 MTG.RAIL =*: No.58705 73 58 86 72 SEE TABLE 3 FOR53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3" 4 5 3 4' -5 1 S• 5 FULLDR • _� ,u' ' 1070 TECHNOLOGY DRIVE • ••• • 0� SATE ' N.VENICE.FL 34275 A E SP;AC VO,&&Tdlla�/IdV• cg`s,•'-"40RI0I" (0411480-1soo •c • • • • • ��'�.S'ONAL��`E`NG��• orr www: CERT.OFAUTH.%29298 ALUM.SINGLE HUIJG WINDOW,?MPACT 1n,- A.LYNNIMILCkR`P.E. JR 06�OC✓17 G NO CHANGES THIS SHEET. - cuarNirni oeuv u.wey: omr c'.a.a OaY: PGT NMTRIESjI ® SH700 NTS 10 d 11 4040-20 G FL P.E.#58705 F.K. 7129105 J.J. Y W7 ALS_RIGHTS REM-D • • • • • • • • • • • •• •• • • • •• •• EXTERIOR INTERIOR NOTES:1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 1-CO MIN.EDGE WOOD ANCHOR (ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) (SEE NOTE 2&3) APPROVED 1/4"ELCO ULTRACONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 2-1/2"MIN.EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4"FOR ULTRACONS INTO CONC..2-1/2"E.D.FOR SEE NOTE 1&3) 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. (CRETEFLEX ANCHOR) (SEE NOTE 3) 1"MIN.EDGE 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5), 3.35 KSI MIN. 1/4"SS4 CRETE-FLEX FOR DETAILS B&D OR 0.131"PJ x 2-1/2"COMMON NAILS(F1667 NL CM CONCRETE S-07 Z(8d))8d PENNY SS ZINC COATED COMMON NAILS,TYPE I,STYLE 10—FIN MOUNTED .:'' 1 3/4"MIN. ONLY(SEE DETAILS E,F AND G THIS SHEET) 1 3/8" 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE OPTIONAL 1x o _ MIN. TOTAL THICKNESS IS LESS THAN,1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD BUCK _ �_ INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE (SEE NOTE 3) 1 ;K OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE T 1/4" 1/4" ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MAX. MAX 4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM SHIM 6063-T5 AND A MINIMUM OF 1/8"THICK.FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045" THICK.THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x 1-3/4"MIN.EDGE(ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL 1-1/4"MIN.EDGE(CMU) 2.1/2"MIN.EDGE(ULT./CRETEFLEX INTO CMU&CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN 1-3/4"MIN.EDGE(CONC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1/4"MAX.SHIM�-{ V— ': 1 3/8„ 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. a MIN. 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. .'. 1/4"MAX.SHIM III�� 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO H* CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CONCRETE ANCHOR, J 1"MIN.EDGE FLORIDA BUILDING CODE. FH BELOW MEETING 1 RAIL.(SEE NOTE 2) WOOD ANCHOR, FH BELOW MEETING 3.35 KSI MIN.CONCRETE RAIL.(SEE NOTE 2) OR 1.5 KSI MIN.CMU INTERIOR (ALL JAMB DETAILS) lx BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU SUBSTRATE(SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8"MIN.EDGE 2-1/2"EMBEDMENT SHIM 1/4" — WOOD FRAME MAX. CI WOOD FRAME _SHIM 5/8"MIN:EDGE Pft -lAyE'JUCT r..F th 11n. .131"DIA.MIN. es cwnPlyT wish tts CiGrida .2 1/2"NAIL, ` Roilp Code 2-1/2"EM EDMENT AT CORNERS Am wa w I —O6 .131"DIA.MIN. �rx'B�0 AND 5"O.C. x 2 1/2"NAIL, — WOOD FRAME By AT CORNERS Nli=i a&Product AND 5"O.C. 5/8"MIN.EDGE 131"DIA.MIN. \� NY N 1/4" x 2 1/2"NAIL, • I O • • • •• �.` `0 "" MAX. AT CORNERS • • • • • • • �1�, �ICENSF'• SHIM I-1 E BE4MlNTi AND 5"O.C. • • ` ••• • DETAIL F, (HEAD) DETAIL E,(JAMB) DI TA10@ NI)• • • • • _*; NO 5e705 - - — — — — TYPICAL INTEGRAL FIN ANCHORAGE— — ;gyp'. sE ( '��; 107D TECHNOLOGY DRIVE °�O»" ••• • • '��` '•.a�ORIDA..•'• N.VENICE.FL 34275 HORAGE dETAlL3 S (941)480-1600 ,r•II,,..'' ,�L'/��J• • • •1/y /�''•S�ONAL EN0 By: a.* lbM,lva' CERT.OF ALITH.#29296 ALW§W(ft"-• lAW0U,•III4ArT y//l 1%% JR 0~7 G REVISED TO MATCH NEW2017 FBC ANCHORAGE To,m, ® arse • o":• • ,� A.LYNN Iv MVR,P.E. Gnln q. o"rr orJW wm PGTINWSTRIF,NG. � NTS 11 r 11 4040120 G FL P.E.#58705 F.IC 9/1A�5 J.J. 2!13,07 I K 9*H--------- 0 0 • •• •• • •••••