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WS-19-2128Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 IssueDate: Location Address Parcel Number 9031 NE 4TH AVENUE RD 9031, Miami Shores, FL 33138 1132060460160 Contacts Permit'No.: WS -09-19-2129 Permit Type: Windows/Shutters Work Classification: Moor Replacement Permit Status: Approved 1- Expiration: 03/23/2020 BETH ANN STOBS Owner BNT SERVICES INC Contractor 9031 NE 4 AVE RD, MIAMI SHORES, FL 331383183 THOMAS ZESCHKE Other: 7862361198 Business: 9542330126 Description: REPLACING 2 IMPACT DOORS Valuation: $ 8,805.00 Inspection Requests: 949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $5.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.80 Scanning Fee $12.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $146.20 Building Department Copy Payments Date Paid Amt Paid Total Fees $146.20 Check # 6078 09/13/2019 $50.00 Check # 6220 09/24/2019 $96.20 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons tion and zo ing. Futhermore, I authorize the above named contractor to do the work stated. 9L2q ($ Authorized Signature: Owner / Applicant / Contractor / Agent Date September 24, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 17 qlz6 T�Olros Ze5-ckke Qualifier/Owner Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) E Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. E Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009:11/17/2014 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department AEF) 00,9 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 QBUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 9031 NE 4 AVE RD I FBC t20 k� Master Permit No.vA �—yC-1 - 19 2-) 26 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3206-046-0160 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): BETH ANN STOBS Address:9031 NE 4TH AVE RD #9031 City: MIAMI SHORES State: FL Phone#: 33138 Tenant/Lessee Name: Phone#:786-236-1198 Email: CONTRACTOR: Company Name: BNT SERVICES Phone#: 954-233-0126 Address: 1313 NW 65TH PLACE SUITE #1 City: FORT LAUDERDALE State: FL Zip: 33071 Qualifier Name: THOMAS ZESCHKE Phone#: 954-233-0126 State Certification or Registration #: SCC 131151154 Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State Value of Work for this Permit: $ �JV� Square/Linear Footage of Work: Type of Work: ❑ /Adoition _ ❑ Alteration ❑ New Repair/Replace Description of Work: Specify color of color thru tile: Submittal Fee $ �;6 , (70 Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Zip: ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR'PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this a day of X. 20 "1 by �-f^ 4,V1 -%5S , who is personally known to me or who has produced P -. Signature 7� I - CONTRACTOR The foregoing instrument was acknowledged before me this Z 5 day of "9-1 20 l c, by L,-, -kJ�(-t, who i ersonally know to t as me or who has produced identification and who did take an oath. identification and who did take an oath. as NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: /n�`` .. Print: Atty /I �Q 19 �l'l(/(,��' �l Print:AC4 !!'' tl'I�VgNk., ti�Y Pyr Seal: �..�••.,� * * �� o �, urfl.N ALEXANDER HUYNH Commission # GG 354059 Expires November 11, 2023 bWedltwB elNota�ur,"v� Seal: t►RY? ALEXANDER HUYNH �.,..,;'°��, * Commission # GG 354059 Expires November 11, 2023 WwwlediftbudgotNo" SUVWS ****************************** *** ************************************************************************ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) APPLICATION FOR ARCMTE MODIFICATION(S) ACC FORM FOR REVIEW ACC forms take approximately 20-30 worldng daps to process. Please note modlilcatlons can NOT begin until you receive an processingof this appllation mail, drop-off to the address belowor emell (DO NOT FAY) C/o Florida Advanced Properties12895 SW 132 ST., SUITE 103 71.. MIAMI, FL 33186�� Florida Advunced Tel: 305-233-5939 1 Email: Nduart nnrfri demon FlOrida:lch:mce<i Office Hours: Monday -Friday: 9:00.8.rr- 5M.p.m. Closed for lunch 1pm to 2pm 1: Q Bathroom Remodeling Q Tile/Wood Floor Installation Q IOtchen Renovation Q Other: as t7 Plsdu:fsats7trreVsslbea; Q Decorations on Balcony/Terrace Other: OFF(" USE ONLY + fade Received: on ince =wrr i6lit r tcana kA Q Other Exterior Modification I THIS IS A t SUBMIWAL [I Yes p rlo I IMPORUNT -Please note you MUSE provide the following; Process will be delayed If missing! It Uiida) or llw`AW Pfan(s) andjair 6 *Icadon(s) &OProperty Survey, showing location of Modification(s) E( Materlaf(s) Designation Plan/Sample(s) ff Sample(s)/Pfcture(s) [Copy of job lamposal/quote 91'6ontractors business lIcem (tContractoes lhsm>tmm-CGawrW*ft1d tfi with nwAr taf at l anrtl ORD and workers Comperhsatloo. Must have the community �'arid 91ior addiels as By Initialing below applicant agrees and acknowledges as follows: 51.2_x ! iww sgri eo to be far 1b►e at Owner's sole +txpense aor�all dMnaVA to Common Areas and/or neighboring Lots 'ibut rat limited to. damage frttrfi cI& efy, con;biitllorror ntltar vahltlis or.meistlt y Access to construction areas Is only to be ��O'wrta>+s prtuperly, ` Owner agrees and w� ttstled � doled Diviner desire to (nsfi�." aaw knp�veroert a tariaar, mg Yrtdmht the bowlmry-of a Lot a drt� iase surface 10aber Plan �artd by a professionab kl%Wtfion or anpinaeirft +—empaegr teed qw to the A:: C W*6 viAt in" to accomviiiithis ep►. Sald +ratar &n"must_ cert0V that tM:proposed Im x0vemant ar.l pklp' w9 not -a .WRO the drainage kripatfon or the mnnnunigr; t7Diiftaofr lFaasatli(%tSrarhy a3abstt tax QM owner agrm attd. tardnrcmndg'to bit ro�e frim, otitalnli>(t anN '1rr SaiY gemats honi'tad &00R*lnli" Bultdtn ary .?amu g Department(s)-arid .all other sPp _4mra rnerAyl Adwom Furthermore+ arkter nrees to,ipm* Avxictatlon'D6currmft 'Including, butnet.limtedtoi-the d lnrt, h ltil etagsse#: .`. - owner agrees to, reirtlse+ . t>�t+ltr' satl^ end krnireir ftftw "Dihifte, "t3atagert6it 0%0. aixt ttme'Associttivn(s)" of - ,md Mom ag, and dl matarher`af, ack3mh ted mctlons, ra+ e.arxl Mises'af•acdort,,,smW dsbs~r, sums'ar mmney, atlaurds,' Wits, ao+imnrs, des. egrernoimtt, prones, daniapes};biidudlnq cnris qu le4 k0clerrtal. (tlnlpya: vocial or,ollin), Milinont3; emaWils , deilms, Mab 0'v,, mntf'MWridti, WNatsoever, at I#W and to eWtj (hmdudrn%'but hbt Ilia d to.- tleiltirs rounded on tort, coitbact, corrtt'lb0ft4 �Y cc arty oilier Y, rilhabioever): ti'army worry rlletet any previous reb(mtaMtabmSits i*de -bj *0ecd*r; 'Management Co.,, and fire " ssodn. f - -and the coostnucli "' of wU, rearrested. Irriommnentii'dAl to ary� 'to the : abtgiy to- ottM a loan, saWair Inidrobllity of vouf bowie caused -there frown; aril mi achtr rmk caused by yvuf tRmutsbid lmpfo4mmhtts, and/or the nwalri neeonstrnction nr retr+oval of the �� ►� wmw bl as rittquhmd by &W pav�t� court action, 4. ' dwner ogrees;to dNNr end, dstt *and told tNees"Dar per'; ""anadreetra. ,°arid the'"Ass6cft ri 1;r pomfi* an' ,W4 aH aa►m� c9W'0ndWr4,Wftut ftbtk 1 feasaulle attorrlNs fft% parepmr*t t fees and court w ttl ht acllms, Jfab�des mrdlQrer permses h army yraY related to the oothsdyiictldt of your regtiesttd Rnproverr►erai dup:M.Mry dtiaetet to'tla merkatabiltj to.obt�ain a tuan, "War;insurab*"or you harm :aused ft" ftp; amt erieriaidimht i used.bt lour' RquCsbrd own+ wilirnt�tmi amd*the shelf, teitct woctioti or retisom Orale horoveiiiaft its nbgtMred by any governmental or court action. "vreitao" utnii0int"411s and aeknow* ftw that Milling to abide by the aforementioned will be deemed grounds for Anticipated Commencement Date:aC}i(% No.il 1 I Owners Signature: - Anticipated Time for Crimpletton. QG'i Owner's SignaWr e: ....................... $Mu.....:i....,....r. - .� N:.i.1...i.-,ecza,: wu.....:....4...,,....... (FOIL A t CONTROL COMM E/PROPERTY OFFICE USE Approved nate Disapproved ID Dw Ignatiae of ACC Chap Properly Manager) (signature or ACC Cha1Mersa VDR Property Manager) Request APPROVED, ;illy request an letter of approval, Request DISAPPROVED, as per explanation on letter of d(sapprvval: OBNT IMPACT WINDOWS & DOORS BETH ANN STOBS BNT Impact Windows and Doors / SCC 131151154 590 Southwest 9th Terrace, Suite 1 Pompano Beach, FL 33069 Phone: (954) 233-0126 Job Address: 9031 NE 4th Ave Rd 9007 NE 4th Ave Rd Miami Shores, Fla 33138 Miami Shores, Fla 33138 Print -date: 8-21-2019 Below is the proposal and price breakdown and attached to this proposal is the material list and brochure for your new windows and doors. BNT Services Impact Windows and Doors are committed to serve our customers. Protecting your home with impact windows and doors will give you and your family peace of mind. We have over 1,000 satisfied customers and over 28 years experience in the industry. BNT Services has an A+ rating with the Better Business Bureau. Thank You For The Opportunity To Earn Your Business! "The Best of the Best" Installation Video How it's made Code https://voutu.be/wmb90ksM6TE https://voutu.be/ aBAaPaE3C0 httr)s://voutu.be/7DcdNSOdlOs Description MATERIALS AS PER ATTACHED LIST (All All White PGT 770 Series Aluminum Frames With Low E applicable taxes included) Impact Resistant Glass Per Quote # 5834380 PGT SLIDING GLASS DOOR 770 Price $6,580.00 INSTALLATION OF Products Quantity $1,600.00 SGD770 - 2 PERMIT Robert Pollack Sales Representative 954-507-2396 robert@bntserve.com $625.00 Total Price: $8,805.00 Scope of Work: Remove old windows and/or doors. Clean and inspect openings. Install new product. Installation of Elco approved tapcons as per code. Caulk and seal inside and outside of openings. Clean up all debris and remove from site. Terms and Conditions final payment. - BNT Services is not responsible for manufacture's delays or back orders. - BNT Services prices are only good for 60 days of the date of the proposal INCLUDES: Removal and disposal of existing windows, exterior weatherproofing, replacement of any stucco and/or drywall, sills, tiles etc. that may be damaged during installation. 2 year labor warranty for all work performed by BNT Services. Does not include: Re -installation of any alarm contacts, painting interior or exterior or re -installation of existing blinds or window coverings Payment Schedule: 40% Deposit with acceptance of the contract 40% To be collected during the 1st day of installation 20% Due when Final Inspection has passed Acceptance of Proposal - The above prices, attached specifications, terms and conditions are satisfactory and are hereby accepted. BNT Services is authorized to do the work as specified. Payments will be made as indicated above. Any alteration or deviation from the above specifications involving extra cost will be executed only upon written orders and will become an extra charge over and above the estimate. Contract can not be canceled for any reason nor is deposit refundable once material is ordered. Our workers are fully covered by Worker's Compensation Insurance. I acknowledge that I have read, understood, and agree to all the above terms and conditions. I confirm that my action here represents my electronic signature and is binding. Bk I Signature Approved by: BETH ANN STOBS Date: 8-21-2019 10:28 AM Please change the 'Job Address' on top right to read Comments: 9031 NE 4 Ave Road and NOT 9007. Detail by Entity Name Florida Department of State i/lf�., IOi I1ry`� iii„A1 1Eaf I II(,») Department of Stale / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Not For Profit Corporation SHORES VILLAS CONDOMINIUM ASSOCIATION, INC. Filing Information Document Number 726513 FEI/EIN Number 59-1548009 Date Filed 05/25/1973 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 10/12/2016 Principal Address 8901 NE 4 AVE. ROAD MIAMI SHORES, FL 33138 Changed: 04/19/2017 Mailing Address FLORIDA ADVANCED PROPERTIES, INC. P.O. BOX 770010 MIAMI, FL 33177 Changed: 04/19/2017 Registered Agent Name & Address FLORIDA ADVANCED PROPERTIES, INC 13501 SW 128 STREET SUITE 111 MIAMI, FL 33186 Name Changed: 09/08/2014 Address Changed: 02/19/2019 Officer/Director Detail Name & Address Title President COLON, IVETTE P.O. BOX 770010 MIAMI, FL 33177 Page 1 of 3 DIVISION OF CORPORATIONS http://search. sunbiz. org/lnquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 9/13/2019 Detail. by. Entity Name Title VP JOHNSON,VANESSA P.O. BOX 770010 MIAMI, FL 33177 Title Secretary SENATUS,LOUBERT P.O. BOX 770010 MIAMI, FL 33177 Title Treasurer SERDA, WILLIAM P.O. BOX 770010 MIAMI, FL 33177 Title Director SAMADA, JUAN P.O. BOX 770010 MIAMI, FL 33177 Title Director LAM, CYNTHIA P.O. BOX 770010 MIAMI, FL 33177 Annual Reports Report Year Filed Date 2017 04/19/2017 2018 03/12/2018 2019 02/19/2019 Document Images 02/19/2019 -- ANNUAL REPORT View image in PDF format 03/1212018 .... ANNUAL REPORT View image in PDF format 04/19/2017 -- ANNUAL REPORT View image in PDF format 10/12/2016 -- REINSTATEMENT View image in PDF format 0912 612 0 9 5 _;_REINSTATEt•tENT View image in PDF Format 0910812014 -- AMENDED ANNUAL REPORT View image in PDF format 02/20/2014 --ANNUAL REPORT View image in PDF format 03/29/2013 -- ANNUAL REPORT View image in PDF format 02i07/2012 -- ANNUAL REPORT View image in PDF format 9412 012 01 7_.._ ANNUAL REPORT View image in PDF format 04!2312010 -- ANNUAL REPORT View image in PDF format 04/27/2009 -- ANNUAL REPORT View image in PDF format 07/18/2008 --ANNUAL REPORT' View image in PDF format Page 2 of 3 http://search.sunbiz.org/lnquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 9/13/2019 Detail by Entity Name 05/05/2008 -- ANNUAL REPORT Q !12i2007 -- ANNUAL REPORT 01/2612006 --ANNUAL REPORT 05/11/2005 -- REINSTATEMENT 05/01/2003 -- ANNUAL REPORT 03/28/2002 -- ANNUAL REPORT 01124i2001 -- ANNUAL REPORT 01/21/2000 -- ANNUAL REPORT 09/15/1999 — Req. Agent Change 02/23/1999 -- ANNUAL REPORT 08105/1998 -- ANNUAL REPORT 07,'28i1997 -- ANNUAL REPORT, 03/29/1996 -- ANNUAL REPORT 03/23/1995 — ANNUAL REPORT Viaw image in PDF format F777iew image in PDF Format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF fomtat� View image in PDF format View image in PDF fonnat View image in PDF format View image in PDF format View image in PDF Fomtat View image in PDF fonnat View image in PDF format 'iorda Dap tjno,:, oState; Dmivxi of Corparat::or:; Page 3 of 3 http://search. sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 9/13/2019 Property Search Application - Miami -Dade County Page 1 of 2 (�'* OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-046-0160 Property Address: 9031 NE 4 AVENUE RD UNIT: 9031 Miami Shores, FL 33138-3135 Owner BETH ANN STOBS Mailing Address 9031 NE 4 AVE RD MIAMI SHORES, FL 33138 PA Primary Zone 3000 MULTI -FAMILY - GENERAL Primary Land Use 0407 RESIDENTIAL - TOTAL VALUE: CONDOMINIUM - RESIDENTIAL Beds / Baths / Half 3/3/0 Floors 0 Living Units 1 Actual Area Sq.Ft Living Area 952 Sq.Ft Adjusted Area 952 Sq.Ft Lot Size 0 Sq.Ft Year Built 1974 Assessment Information Year 2019 2018 2017 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $171,134 $148,812 $125,052 Assessed Value $71,452 $70,120 $68,678 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $99.682 $78,692 $56,374 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $21,4521 $20,120 $18,678 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description SHORES VILLAS CONDO BLDG A UNIT 9031 UNDIV 1/88% INT IN COMMON ELEMENTS CLERKS FILES 74R-185949 & Generated On : 9/13/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $46,452 $45,120 $43,678 Taxable Value $25,000 $25,000 $25,000 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $46,452 $45,120 $43,678 City Exemption Value $46,452 $45,120 $43,678 Taxable Value $25,000 $25,000 $25,000 Regional Exemption Value $46,452 $45,120 $43,678 Taxable Value $25,000 $25,000 $25,000 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/06/2010 $123,000 27306-1269 Qual by exam of deed 06/01/2004 $95,000 22381-2818 Sales which are qualified 05/01/1992 $48,000 15499-3240 Sales which are qualified 07/01/1987 $45,OT 13366-2608 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade Countv assumes no liability, see full disclaimer and User Agreement at httr)://www.miamidade.aov/info/disclaimer.asr) https://www8.miamidade.gov/Apps/PA/propertysearch/ 9/13/2019 COMMON WALL BETH ANN STOBS RESIDENCE 9031 NE 4th Ave Rd A.Sliding Glass•• Door 71 1/2" x 80" 46.7/-60•••• NOA 17-0420.12 RECEIVED S E 13 2019 . . """ ...;., • • • • ...... .... .... ' •• . . • .... ...... • . : "": ••••• ..... ...... .Olt. . . ...... KITCHEN •••••• F- J 7. (� W J J G r - ' N F- Z G "PAWN ° > m Li- z s - COMMON WALL ui w a. a 0 p v n Q 0 C. LIVING ROOM B.Sliding Glass Door 1073/4"x91" 46.7/-60 NOA 17-0420.12 01/09/2018 - 12:09pm inteml V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONE*PRESSURES Mean DESIGN PRESSURES (PSF) - Z NE 4 Roof Tributary Area (Sq Ft ` Height 10 1 _20-F30 I 401 r5_ /,15 43.4 -41.6 -40.6 -39. ft 0 -15 ft w '�` x +40.1 +38.2 +40.1 +38.2 +37.2 +36. 359 -49.8 -45.1 -43.3 -42.2 -41.4- MEAN ROOF EAVE 18 ft 5 ® +41.6 +39.7 +38.6 +37.9 +37.3 1 +41.6• +39.7 +38.6 +37.9 +37.3 -46.2 -44.2 -43.1 -42.3 -41.7 20 ft +39.5 +38.7 +38.1 -59.7 -55.7 -53.3 +42.6 +40.6 +39.5 +38.7 +38.1 4 O -48.4 -46.4 -45.2 -44.4 -43.7 25 ft -62.1 -57.9 -55.4 -53.7 - 30 ft +44.6 +42.6 +41.4 +40.6 +39.9 +44.3 -50.3 -48.2 -47.0 -46.1 -45.4 30 ft -J.5,5- - 35 ft z (A-nZ r a' ISOMETRIC +46.3 +44.3 +43.0 +42.2 +41.5 o -51.9 -49.8 -48.5 -47.6 -46.9 35 ft 2017 LTjCPy4E.SS ®• +49.2 +47.0 +47.9 +45.7 +44.5 +43.6 +42.9 -60.4 -53.4 -51.2 -49.9 -49.0 -48.3 40 ft MASTER PLAN SHEET +50.5 1 +48.2 +46.9 +45.9 +45.2 7-10 +49.2 +47.0 +45.7 +44.8 +44.1 -54.8 -52.5 -51.1 -50.2 -49.5 45 ft +47.9 +47.0 +46.2 -70.5 -65.8 -63.0 +50.5 1 +48.2 +46.9 +45.9 1 +45.2 -56.0 -53.7 -52.3 -51.3 -50.6 50 ft -71.8 -67.0 -64.1 -62.1 -60.6 ft +51.6 +49.3 +47.9 +47.0 +46.2 1 +51.2 -57.1 -54.7 -53.4 -52.4 -51.6 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 -58.2 -55.8 -54.3 -53.3- =52:6 60 ft +53.6 +51.2 +49.8 +48. f+ _ EXTERIOR ZONOPRESSURES Mean DESIGN PRESSURES (PSF) - ZO E 5 f Tributary Area (Sq Ft) 3 fight10 1 20 1 30 1 40 50 /,15 -53.6 -50.0 -47.9 -46.4 -45.2 ft Z Z w '�` x +40.1 +38.2 +37.2 +36.4 +35.9 -55.7 -52.0 -49.8 -48.2 -47.0 18 ft M O � Z G) O MEAN ROOF EAVE 5 ® +41.6 +39.7 +38.6 +37.9 +37.3 -57.0 -53.1 -50.9 -49.3 -48.1 20 ft .. D M Z +42.6 +40.6 +39.5 +38.7 +38.1 -59.7 -55.7 -53.3 -51.7 -50.4 25 ft f • •• T •• 4 O O +44.6 +42.6 +41.4 +40.6 +39.9 • -62.1 -57.9 -55.4 -53.7 - 30 ft . rn • +46.3 +44.3 +43.0 iigVi2' 41.5_ COMPLEX -64.1 -59.8 -57.3 -J.5,5- - 35 ft z (A-nZ r a' ISOMETRIC CORNERS 5 +47.9 +45.7 +44.5 + ` o -65.9 -61.5 -58.9 7. .6 40 ft E5 P o 2017 LTjCPy4E.SS ®• +49.2 +47.0 +45.7 +'44 \ - .111 - -67.6 -63.0 -60.4 -58.5 5 1. - 45 ft DESIGN LOADS FOR COMPONENTS & CLADDING t6.0 S 121h eV N�1�y �UITE 106 RFIEID•B CK, FL•3344i2 � m D a 0 � MASTER PLAN SHEET +50.5 1 +48.2 +46.9 +45.9 +45.2 7-10 -69.1 -64.4 -61.7 -59.8 -58.3 50 ft ENGINEERINGEXPRESS.COM T 00 +51.6 +49.3 +47.9 +47.0 +46.2 -70.5 -65.8 -63.0 -61.0 -59.5 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 -71.8 -67.0 -64.1 -62.1 -60.6 ft +53.6 1 +51.2 1 +49.8 1 +48.8 1 +48.0 INTERIOR ZONE(4), EXTERIOR ZONA -r OF -f* a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OFF MUN ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN a a ROOF I f I HEIGHT 5 I ® 5 a��oc ELEVATION air r In O o REMARKS DRWN CHKD DATE O p INIT ISSUE GSS TSB 03/05/12 m 3 i REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 ~ REV 2014 FBC DGM TSB 06/10/15 V) Z V) 2 UPDATES, 2017 FBC FLB FLB 12/17 z m cn V a 1 cc) THIS DOCUMENT 15 THE PROPERTY OF ENGINEERING EXPRESS, .p >i AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT p mWRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH MRH <_ 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN MRH = MEAN ROOF HEIGHT (SEE BELOW) IDENTIFY THE ZONE OF THE IRE BELOW LEFT OR INFORM OR EXTERIOR (ZONE 5) PER THE 1.1. ANY QUESTIONABLE~ O TO E` ONSI ED THE MORE CRITICAL (EXTERIOR) ZONE /�5. ,.., \1./IDENTIFY THE BUILDING M A VE HT FROM THE LOWEST GROUND ELEVATION. IF YRE MEAN ROOF HEIGHT CANN T E3. N�[F D, PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP F F(E3G�TO N LE VALUE. 2. VALID FOR ALL ROO 5 E R SLOP EE AN ENGINEER FOR REDUCTIONS. CALCULATE THE TRIBUTARYEA- F OPE N STION AS THE GREATER OF (HEIGHT WIDTH) OR THE SPAN LENGTH (HEIGN' _ IVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTU 'OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER 4�TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. . READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ENERAL NOTES: !TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 $ CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. i 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE-SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS ED-HEREI_N. 10. THIS SPECIFICATION DOES NOT-, QFFER'A '.PRO V - - CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHt'PPRQLS�FOR�DESIG STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T4 B VE, I R ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT OR ECTpI t`iLANCES. 12. NO CERTIFICATION IS OFFERED O 64 VEGR HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED ER .ADDrT AERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. IGHT EXPLAINED LEAST HORIZONTAL C (n m U Z Vl p T m>Gzlm0 mmpm=mOz0-�rt h�.`� PEAK ROOF DIMENSION - -'� Z 3 A > Ln In Z Z w '�` x 5 5 HEIGHT \ S m 0 0 3 -4== ^" [np,DDZTr rnm>x Ln,�Z1:0=- 1 w A3. m �. M O � Z G) O MEAN ROOF EAVE 5 ® =Oz�GyZm�0m21_ rnG)-Azmmm30-m0 r11 3 I--1 D HEIGHT ROOF .. D M Z D O r HEIGHT D O c m 0 f1 �i zr- z w GiOrz��zr O f • •• T •• 4 O O O ® o' --Im, nAw>zmii Fz m LD1 <z A-4ZyG)�k • a • • • p Q�)jE"0 • Q fn • • 1� a PLAN VIEW N D P � >Z n, ' O� ^ vTm rn • m •A rn � • • • y COMPLEX ^mM.4 zmDr z (A-nZ r a' ISOMETRIC CORNERS 5 5 ° �+ v .+ v T o v 0 6TH EDITION FLORIDA BUILDING CODE -ENC *G E5 P o 2017 LTjCPy4E.SS ®• z m F ASCE 7-10, CHAPTER 30 CORPORATE OFFICEo = Q A DESIGN LOADS FOR COMPONENTS & CLADDING t6.0 S 121h eV N�1�y �UITE 106 RFIEID•B CK, FL•3344i2 � m D a 0 � MASTER PLAN SHEET •aE i(9j4):54TC6ji F: �54);54 j44: o (I O 7-10 • • • GraTQF l�1TH t1§885 • • • • •E: MELLO@NGIREERIR(PEPRLSS.COM m ti m iJ zm °ASCE ENGINEERINGEXPRESS.COM T 00 m�v A 0,r �m m m MIAMI - DEPARTMENT IAMI-DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICY OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T(786)315-2590 F(786)315-2599 wAviv.miamidade.Eov/economy . . .... ...... SCOPE: ...... .... ...... This NOA is being issued under the applicable rules and regulations governing. use o� conistructioh"": materials. The documentation submitted has been reviewed and accepted by Wat"Oade C;ourity RER .-• • • • Product Control Section to be used in Miami Dade County and other areas where•al ovmd by the.Althority: • - Having Jurisdiction (AHJ). •• 00 00 00 This NOA shall not be valid after the expiration date stated below. The Miami-Da&=ty Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Counly) res6ve<he right *09 to have this product or material tested for quality assurance purposes. If this pt;&t;t pr m4erigL fails too • • • ; perform in the accepted manner, the manufacturer will incur the expense of such testing and fhd AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners -- L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice -of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA# 16-0629.06 and consists of this page I 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. !" NOA No. 17-0420.12 r� Expiration Date: February 17, 2020 rIrt) Approval Date: September 28, 2017 f Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • • (Submitted under NOA No. 14-0123.10) • • • • • • •' • • • 2. Drawing No. PGT0130, titled "Series 770 Alum. SOD—•".hnpae.t';,Sheets a... through 22 of 22, dated 10/10/14, with revision C dated."Q*5/17, propared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E, • • • • • ; • • • ; • • .... . ..... B. TESTS `•••�• ••••• 1. Reference Test report on 1) Uniform Static Air Pressure Test, • •• ' LU C, TAS 202-94 • • • .' • 2) Large Missile Impact Test per FBt, fA 201.-2.4.:. • • • • • 3) Cyclic Wind Pressure Loading pet FBC, TAS203-94 ;....: Along with marked -up drawings and installation diagram of Aluminum SAdi'ngGlass• Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales,.,P (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. P duct Control Unit Supervisor MOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardini rgpdrer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, In c • • �' (Submitted under NOA No. 15-0430.08) •••••• •••• • • •••••• C. CALCULATIONS .. • • • • 1. Anchor verification calculations and structural analysis, compVinwith MC -5 1h Edition (2014) and FBC-61' Edition (2017), dated 04/18/17 gZ4ised 0j•M0/17,000,0 prepared by manufacturer, signed and sealed by Anthony LynraNLiller, P.E. . 2. Glazing complies with ASTM E1300-09 • • • • • • .••••• D. QUALITY ASSURANCE' ' 1. Miami -Dade Department of Regulatory and Economic Resources (RER). 00*0 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-611' Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. P,rb'duct Control Unit Supervisor 1NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90011350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2 DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33.113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE.HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 TARI F R RFF T)FTAII R ON SHF -FTS 4 AS lass Description (Listed from Exterior to Interior) Type I_ r 7/16Laminaled: (2) Ltes of 3110• HS Glass Wlth .090• PVB Wodayer 9/16" Laminated: (2) Lies of 1/4' HS Glass with .OW PVB Interlayer 7116' Laminated: (2 Ltes of 3/16' HS pass with AW SO hterlayer 9/16' Lamklarod: (2)Ltes of 1/4" HS Glass with .090" SG Wadyer 1" Laminated I.G.: WS"T Exterior Cap + 3/6" Air Space + 7116Lamkaad; (2) Ulee c/3/16H9 Olass with .090PVB hxerlayer 1" Laminated I.O.: 114" T Extedor Cap + 61110* Ak Spaee + 711V Lami ated; (2) Lllss cf3/18" HS Glass wkh .000' PVB hxedayer 1" Lami ated I.G.: 3110 T Extedor tap + 3/8' Ak Space + 7115' Laminated; (2) LBOs cl311W FIS Glass With .OW SG Intsdayar1• Laminated 1.0.: 114' T Extedor Cap +6/10' Air Space+ 711V Lamtrated; (2)Llles of 3/16" HS Glass with .090" SO Mledsyer 07 7116• Laminated: (2) Utes of 3/18" ANN Glass with .110D' SG Wedayer 1370 9/16'LaNnalad: (2) Liles of 1/4• ANN Glass with .090" 30 kaedeyer Gil 1• L.arr I I.G.: 311.6" T Exterior Cap + 3/8" Air Space + 7118" Laminated: (2) Utes of 3/18" ANN Glass with ABO' SO Interlayer GBP, P LeMrated LG.:114" T Exterior Cap+ WII8 Air Space + 7/15" Laminated; (2) Lltes of Yle' ANN Glass with .090' SO Inledayer 'ANM = ANNEALED =HEAT STRENGTHENED T =TEMPERED 'PVD'' .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG- = .OW' SENTRYGLAS®BY KURARAY AMERICA., INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1,18 3 ON RATED FOR LARGE 8 SMALL SHEETS 6, 7 8 8 MISSILE IMPACT RESISTANCE CODES I STANDARDS USED: #2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION .2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION BAST M E13L'0-09 #ANSI/AFBPA NDS -2015 FOR WOOD CONSTRUCTION #ALUMINUM DESIGN MANUAL, ADM -2015 #AISI S10a12 #AISC 360-10 GENERAL NOTE S .............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 012 18.8 SMS, (II ksl. Fe= 95 kai) 012410 SS SMS, (F,= 90 ksi, Fa= 110 ksl) DESIGN PRESSURES..... -6-8 INSTALL DETAILS..............12-14 718• FI FVATIONS .....................15,16 6063-T5 Aluminum 318" W1o" PANEL / SILL TYPES......... 17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21, 22 I JR 104.1 &n7 I C I UPDATED TO FSC 2017. REVISED TABLCS 1, 2,3&A I A VENICE FL 3475 1041)4eo-moo CERT. OFAUTH. O2am TABLE A: Anchor Group Anchor Type Frame Member Subclre[e Min. Edge Min. O.C. Min. Dlslasce Distance Fm bedmant or Metal Thickness A 012 18.8 SMS, (II ksl. Fe= 95 kai) 012410 SS SMS, (F,= 90 ksi, Fa= 110 ksl) 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. Southern Pine (SG = 0.55) W18" 718• 1-318• 6063-T5 Aluminum 318" W1o" 0.090* All A36 Steel We" 9/18" 0.050' Gr. 33 Steel Stud 318" Will" 0.045" (18 Ge) 1/4• Elco AggreI Fy=57 kal, F„=96 kai Ati Concrete min. 2.22 kSI) 1-1/2" 3" 1-3'8' Jamb / P -hook I Filled Block ASTM COO 2" 3" Y Jamb I P -hook I Hdbw Block STM CGI 2" 3" 1-114" All I SouthemPine(SG =0.55 1" 1" 1.318" 8 012 Steel SMS (Gr. 5) (min. of 3 threads beyond meld subebats) Southam Pine (SG s 0,56) 0/16- 718' 1318" 603-75 Akkninum 318" 9116• 0.090" All A36 Steel 318" 9116" 0.050" ((Dir. 33 Steel Stud 3/8' 9116" 0.045. 16 Ga C 114' Eloo UltraCen* F,=155 kel, F.=177 ksi Ail Concrete (min. 2.66 kol) 1• 4' 1.318" Jamb I P -hook Hollow Block (AS1M C80) 1' 8" 1-1/4' 1/4' Mcc UltraCon® Fy=155 ksi, Fu= 177 KSI All Concrete (min. 2.55 el) 2-1/2" 4 1319" Jamb I P -hook Filled Block STM C90 2.1/2" 4" Jamb 1 P -hook Hollow Block STM C90 2-1M" 0" 1.314" 1.114" ❑ 114" 410 SS Elco CreloPlaxtt F,=127.4 kai, F.= 189.7 kai Head I Sill Concrete min. 3.35 ksi 1" 4' 1.314• Jamb I P -hook Concrete min. 3.35 ksl) 1' B" 13/4' Jamb I P -hook Hollow Block STM C90 2-1/2" e" 1-114' All Southam Pine G=0.56 1• 1' 1-3'8' 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCI TOR I IEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, M IN. FU = 45 KSI, MIN FY = 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 6) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THRFADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. - 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.1/2" THICK. PRODUCT REVISED as complying With the Florida PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS BuBding Code 17-0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-No. DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS Expired- Date 02/17/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS s y Miami -D a Product Control THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RFCORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT RE0AARE@.1F•USjcD44ON.$HRI4 K, WION-IJEFTALLIC GROUT, MAX. 114" THICK &111409 P31 MRI., ONE SY OTHERS) MUST FULLY SUPPOT jTHE EV:1%Lt1Gpt Tli� ILL•FHAT IS NOT TIGHT TO THE SUBSTRATE, ANEbTRANSFE S LOAb•TO SUBSTRATE. IF SUBSTRATE LgWOOD, 300 FELL PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTAND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. #TENERtLESANU6NP • • • III.,,. • I N7?1_1 1 + 22 I' PGT0130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t(Ilninn �.� NY LYN�r� •,, ..•' 1.lGENgF •..Cts �� * : NG. 53705 =o t%TIAL�/.''wa A LYNN MILLER, P.E. P.F.k 58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH u nog e NOA-No. 17-0420.12 NOM. PANEL WIDTH w PER TABLES 1.3 3 , I I I Gc a � MAX. UNIT HEIGHT \\\111111 1111j PER TABLES 1-3 g EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE a POCKET �¢ _1\r___� 1 -PANEL NOM. PANEL WIDTH CONFIGURATIONS I MAX. UNIT WIDTH - NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT ® C PERTAB1LES 1-3 L111 1 1 I u nog e NOA-No. 17-0420.12 CONFIGURATIONS NOTES: Expiration Date 02/17/2020 NOM, PANEL WIDTH 12 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS Miam - ro uct Contra PER TABLES 1-3 POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 3 3 MAX. UNIT WIDTH LOCATIONS USING DETAIL "JW , "Jc", "KWOR "Kc" INSTALLATION. \\\111111 1111j _ 1p � 4 EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE No. 58708 PXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION NOM. PANEL WIDTH INSIDE CORNER SIMILAR) SOT .• ST TE cLNOARILDPE•,N•' CAN BE OXXXp. PER TABLES MP E • ERJES• XDALLM.941.&OMLACT A. LYNN MILLER, P.E. P.EA 56705 ® • '�+^'• _ scano• • NT9 2 - 22 • PGT0130 C F 2) 90° & 135" CORNER CONFIGURATIONS CAN BEA COMBINATION t OF ANY 2 STRAIGHT CONFIGURATIONS. MAX. UNIT 13 HEIGHT / a 14 i o & g I, y A 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. PER TABLES 1-3 I � N j"X" = OPERABLE PANEL, S O" = INOPERABLE PANEL, PGCKsr i V= POCKET F— DETAIL LETTER 1\ t WOOD OR METAL INSTALLATION W'c" 2 -PANEL = CONCRETE INSTALLATION ICONFIGURATIONS a SHEFT NUMBER MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH -T' DLO HEIGHT= DOOR UNIT HEIGHT -10.125" NOM. PANEL WIDTH A 1 PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" PER TABLES l 10 o MAX, UNIT c 1 icy HEIGHT 1 1 W PER �gW TABLES 1-3 Icy / PocKEr I `� 3 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH f�7i�i�®iF1® TABLESPER MAX. UNIT LhT � /yyR��h I><i► [�► Ili► �)♦� � �1 iFl iE7 �� HEIGHT PER TABLES 1-3 5 -PANEL CONFIGURATIONS NO CHANGES THIS SHEET. N. VENICE, FL 94276 M41) 4861600 290 OERT. OFAUTH. 826 9 19 2 POCKET 1� � 4i` 4 -PANEL CONFIGURATIONS 1 3 PRODUCT REVISED as complying with the Florida B Ildi Code ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • u nog e NOA-No. 17-0420.12 MAX. UNIT WIDTH Expiration Date 02/17/2020 NOM, PANEL WIDTH 12 By / Miam - ro uct Contra PER TABLES 1-3 3 3 MAX UNIT EEE HEIGHT 19 NOTE PER z THIS TABLES 1-3 SHEET. \\\111111 1111j _ 1p � 4 0 No. 58708 (OUTSIDE CORNER SHOWN, - �� INSIDE CORNER SIMILAR) SOT .• ST TE cLNOARILDPE•,N•' MP E S\�\: '•OG • ERJES• XDALLM.941.&OMLACT A. LYNN MILLER, P.E. P.EA 56705 ® • '�+^'• _ scano• • NT9 2 - 22 • PGT0130 C F ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT, 96" OR 120' MAX. TESTED UNIT WIDTH = 355-7/16' Q 96" HEIGHT 300-1/4" @ 120" HEIGHT 6 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 3 1 MAX. UNIT HEIGHT , t PER TABLES 1-3 1 r--- i Jc I t � � Iwow !Oak ° Iti�a POCKET 4 7 -PANEL CONFIGURA MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 -sem ---� c MAX. UNIT t to HEIGHT t t PERTABLES1-3 1� • • • • ••• • E'll"I'll IWO m m m m FLO m[11 • • • • 7 -PANEL CONFIGURA MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 -sem ---� c MAX. UNIT t to HEIGHT t t PERTABLES1-3 1� CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR 80TH JAMB LOCATIONS USING DETAIL "Jw", "Jc','Kvl OR "Kc" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90' 8135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X' = OPERABLE PANEL, "0" = INOPERABLE PANEL, 'P' = POCKET DETAIL LETTER WOOD OR METAL INSTALLATION CiJ "c' = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125' PANEL HEIGHT = DOOR UNIT. HEIGHT - 1.866' r Jw Jc I 1 1 lop I�a%n I� I �w • PSCJ(LA' � • N • • • • .•f� -+-� • • • • • • 8 -PANEL CONFIGURATIONS• • • • •• 1 1 3 • • •• 1070 TEC IC& Fl. • • •rj4E�A�IE;g�-770 L6CMAIGUR.Al N. yENlCE, FL 94175 (90,)150.,eao • • • • CERT OFAUrH. R9M • • A M!SOD •LM IMPACT 04,0W7 C NO CHANGES THIS SHEETa7io N7% 3 - 21 • PGTO130 1011OH4 u,.aomsaar +ao ••• • • • • ••• • E'll"I'll IWO m m m m m m[11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR 80TH JAMB LOCATIONS USING DETAIL "Jw", "Jc','Kvl OR "Kc" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90' 8135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X' = OPERABLE PANEL, "0" = INOPERABLE PANEL, 'P' = POCKET DETAIL LETTER WOOD OR METAL INSTALLATION CiJ "c' = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125' PANEL HEIGHT = DOOR UNIT. HEIGHT - 1.866' r Jw Jc I 1 1 lop I�a%n I� I �w • PSCJ(LA' � • N • • • • .•f� -+-� • • • • • • 8 -PANEL CONFIGURATIONS• • • • •• 1 1 3 • • •• 1070 TEC IC& Fl. • • •rj4E�A�IE;g�-770 L6CMAIGUR.Al N. yENlCE, FL 94175 (90,)150.,eao • • • • CERT OFAUrH. R9M • • A M!SOD •LM IMPACT 04,0W7 C NO CHANGES THIS SHEETa7io N7% 3 - 21 • PGTO130 1011OH4 u,.aomsaar +ao ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)ying with the Florida Building Code MOA -No. 17-0420.12 Expiration Date 02/17/2020 By �. `n14r LTN!V. "' ..... .. LICENSE •.,•(� '� �. . No. 587()5 0. 4414 0 ORD /ONAL I�NG`• A. LYNN MILLER, P.E. P.E958705 GLAZING DETAILS (G3, ISM, G4, G4A, G5 & G5A) 7116" NOM. 7/16" NOM. 1" NOM. 3116" HS GLASS 3/16' HS GLASS 3/16" HS GLASS .090" PVB .090" PVB .090" SG 3116' HS GLASS 3116" HS GLASS 74 3/16 \S GLASS �q 3/8" AIR SPACE Tq n 3116" T GLASS EXTERIOR 4 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G3 9116" NOM. 114" HS GLASS .090" PVB 1/4" HS GLASS--\ 7a EXTERIOR a 314" NOM. GLASS BITE EXTERIOR 3/4" NOM. W3J4*N0M. a GLASS 122 1z7BITE EXTERIOR 79 54 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED 1.13, GLASS, TYPE G5 9/16" NOM. 1 " NOM. 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 3/16' HS GLASS 1/4" HS GLASS .090" PVB— V8 •• 090" SG .090' .` NYLYry 3116" HS GLASS 114" HS GLASS 74 5/16" AIR SPACE 74 • • • • • • • • • • • • • • -- 114' T GLASS 82 _ "HS" = HEAT STRENGTHENED "T" = TEMPERED PRODUCT REVISED SEE SHEET 15 FOR SPACER DETAILS. _ I r 83 as complying with the Piorida 10A) TECH N.VENtcE,FL54275 - 3/4" NOM. Building Code NOA-No. 17-0420.12 EXTERIOR a •• GLASS 124 127 3/4" NOM. Expiration Date 02/17/2020 GLASS 6ER4E WO ALLM. egv �,IN�'ACT '� TONAL BITE BITE gy NO CHANGESTNIS SHEET. • EXTERIOR Miam -Da rotluct Control 81 11 `E`N��`� A. LYN{•IIIIILIL P.E. ommey. JR o^•� 10/10/14 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A •• ••• • • • • • •• .` NYLYry GLAZING NOTES:40 • • • • • • • • • • • • • • ; * : No. 56706 p = 'ANN"=ANNEALED • • _ "HS" = HEAT STRENGTHENED "T" = TEMPERED • • SEE SHEET 15 FOR SPACER DETAILS. _ I r • "PVB°=.090" TROSIFOL PVB BY KURARAYAMERICA, INC. "SG" = SENTRYGLAeBY KURARAY AMERICA, INC, • 10A) TECH N.VENtcE,FL54275 - vM" CS •• • '- ':0- T STA t O CC •••.;�<ORIDA,. •'• �w� .090" •• (941)480-1800 � 6ER4E WO ALLM. egv �,IN�'ACT '� TONAL r JR Rte+•"� 04NSH7 C NO CHANGESTNIS SHEET. • CERT OFAUTH. PA2#8 o.r" • • u► ••r 11 `E`N��`� A. LYN{•IIIIILIL P.E. ommey. JR o^•� 10/10/14 s.r.- r�rourn�re nu mono xrsA�co • • • 80D•770• N7; 4 m 22 • PGT0190 C , P.E.#58708 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) • • • ••• • • 1" NOM, 7/16" NOM. 1" NOM. 3116" HS GLASS 3/16' ANN GLASS --\3116" ANN GLASS .090" SG • • • .090" SG • • 3/16" HS GLASS • • 090" SG 3/16' ANN GLASS 3/8' AIR SPACE 7a 3116" ANN GLASS ••• 74 3!8"AIR SPACE 74 3/16"T GLASS • • 3/16" T GLASS — 82 83 � 3/4" NOM. EXTERIOR 3/4" NOM. GLASS 124-127 314' NOM. 12x127 GLASS a B GLASS BITE EXTERIOR BITE EXTERIOR 80 ,a _ 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1' NOM. 9/16" NOM. 1' NOM. 3/16" HS GLASS 3N6" ANN GLASS .090' SG 1/4' ANN GLASS .090" SG 3/16" HS GLASS .090" SG 3/16' ANN GLASS 5/16" AIR SPACE 74 1/4' ANN GLASS 74 5/16" AIR SPACE 74 1/4" T GLASS 1/4" T GLASS PRODUCT REVISED 82 as comPlyln with the Florida 83 83 Bulldin9 Code 3/4" NOM. NOA-No. 17-0420.12 3/4" NOM. EXTERIOR GLASS 3/4" NOM. ratloa Date 02/17/2020 12x127 GLASS a 12a-127 GLASS BITE BITE BITE By EXTERIOR _ Mlam -Da Product Control EXTERIOR 87 79 � 79 54 55 55 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE 137A 1" LAMINATED I.G. GLASS, TYPE G8A • • • • • • • • • � .•' •IGEN •' �� • • s • • • • • • • • No. 58705 GLAZING NOTES: • • 066 • • • • • • • "ANN" = ANNEALED 05Z_ "HS' = HEAT STRENGTHENED all � : Q T' =TEMPERED SEE SHEET 15 FOR SPACER DETAILS. -_0 ma'•, s o 4J. "PVB" =.090" TROSIFOL• PVB BY KURARAY AMERICA, INC. r°mrEcl,NaoorowvE • • • �'�°i • • • ' Fs '•F�ORIoP..-''. 'SG' _ .090" SENTRYGLAEr BY KURARAY AMERICA, INC. N 84 )480 5 •GLf1Zl PEWS 'SG'"SSC " • NG��` • • • • e 7r NAL E oa= x. ncR CERT. OFAOTH. 02AM • • • R!'E !70 A . G0D ALA. IWACT � r I r I I I III ` JR 040W/ 7 C NO CHANGES THIS SHEET. oopmuoeIDR • • ^�" iiP •N a" A LYNN MILLER. P.E. a..er nas a. a.✓ oe. ror.acmEt nc dR 1WiD/'I4 ,Iuaalaavrnvre scD-no N7�` 5 • PGT0130 C P1=.955705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • FOR EXAMPLE ON USING TABLE, SEE SI•Itt 18. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL, 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POST I IVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA. 3) 4',3 -114 -AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT' FLORIDABUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Sill Height to Max. (+) DP (Water Infiltration Rating) SIII Riser Height I (+) Design (Flat or Box, see Pleasure, psf Sheet 17) 2-1/2" SEE NOTES 1-3 OH LENGTH t U_' z OI OH RATIO Z 1 Y O OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH= P -hook Design Pressure (DP) and Anchor Quantities Required, Straight Astragal Assembly DLO HEIGHT= PRODUCT REVISED Maximum DP for all sizes: ae complying with the Florida Baiiding Lockstile @ 135' Astragal (for all approved configurations on Sheets 2 & 3) Standard Stile DOOR UNIT HEIGHT -1.866" Expiration Date 0211712020 Heavy-duty Stile +60 / -60 psf Heavy-duty Stile Heavy-duty Stile For comer astragal anchorage on 90' or 135' comer units, see sheet 11 Standard Astragal Outside Corner, Ts`_•-I�—ry��J—JI{,,, �C, Inside Comer' I I May be limited by Table 1A) e In -side Corner • Rr ere • - i OK-7fT= Part #60 (x2) I Part #60 Part #W Part#60(Stile) part #67 (Astragal) Door Unit Height Part #61 (Stile) Part #1111 (Comer Receiver) P 19` Part #120 (In.) TaNe applies to Glass Types 3,80" 6d" go" 96" 3A, 5, SA, 7, 7A, 8 &8A and 89-718" DLO 1 73.7/8° DLO 79-718" DLO 85.7/8' DLOI the 6111e(Aslragal Types shown Group Anchor Group Anchor Group Anchor Group below. Anchor A B C D A B C D A B C D A B I C D Head) ill C4+1 C4+1 C4+1 C4+1 G+1 G+1 G+ C4f1 G+1 +1 C4+ + + +1 CA+1 C4+1 24" DL0 Jamb 8 8 B 8 8 8 5 8 B 8 8 8 8 B 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 Hesd/SIII G+1 C40 G+1 G+1 C4+1 G+1 04+1 C4+1 G+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" Jamb 8 B 8 8 B 8 8 8 8 8 8 B 8 6 8 8 v OL Patook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/S C4+1 G+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G+1 C4+1 C4+1 38' Jamb 8 8 6 8 8 8 B 8 8 8 8 8 8 B 8 8 a. OLD P -hock 1 0+7 6+7 0+7 6+7 7+0 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+6 7+8 7+6 ea r G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+t G+1 G+1 G4+1 G+1 E 42 35' Jamb B 8 8 8 8 B 8 8 B 6 6 8 8 B 8 g DLO P -hock 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Headsill C4+2 ;C4+2C4+2 04+2 G+2 C4+2 Gf+2 04+2 G+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 46" 41" JambB 8 8 8 8 B 8 8 8 B B 10 B 8 8 DLO P -hook 6+7 6+7 8+7 7+8 7+8 7+B 7+6 7+8 7+8 7+8 7+6 7+6 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SI•Itt 18. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL, 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POST I IVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA. 3) 4',3 -114 -AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT' FLORIDABUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Sill Height to Max. (+) DP (Water Infiltration Rating) SIII Riser Height I (+) Design (Flat or Box, see Pleasure, psf Sheet 17) 2-1/2" SEE NOTES 1-3 OH LENGTH t U_' z OI OH RATIO Z 1 Y O OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH= P -hook NOM_ PANEL WIDTH - 7" Straight Astragal Assembly DLO HEIGHT= PRODUCT REVISED DOOR UNIT HEIGHT -10.125" ae complying with the Florida Baiiding Lockstile @ 135' Astragal Code NOANo. 17-0420.12 PANEL HEIGHT = Standard Stile DOOR UNIT HEIGHT -1.866" Expiration Date 0211712020 Interlock P -hook Lockstile @Jamb Straight Astragal Assembly Lockstllc @ Straight Astragal 90' Astragal Assembly Lockstlle @ 90' Astragal 135° Astragal Assembly Lockstile @ 135' Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile 431 Standard Astragal Outside Corner, Ts`_•-I�—ry��J—JI{,,, �C, Inside Comer' I I Outside comer Inside• • • Corl�e e In -side Corner • Rr ere • - i OK-7fT= Part #60 (x2) I Part #60 Part #W Part#60(Stile) part #67 (Astragal) Part #60 Part #61 (Stile) Part #1111 (Comer Receiver) P 19` Part #120 (In.) Bartf+ol4til �ts #34 & #3t (Corn. & Fxd Mount) • p rt 061 JR 1 04,116/17 1 C I REVISED TABLE 1. I M VENICE R. 30276 1041)480-1600 CERT. OFAVTH.629298 AWi ANCHjq GE • • • • • a. R! S 7MV-/ - SGD AAf/%VA6Ti +, awe 36'6�-77o NTS 11 6 •+ 22 • PGTn30 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �.•• uceNSF••!l�c��' # No. 58705 s/ON ... �NG\ ,7,1n1 AL11t\\\ A. LYNN MILLCK P.E. P.E.# 39705 Design Pressure (DP) and Anchor Quantities Required, (for a9 approved configurations on Sheets 2 & 3) Maximum DP for all sizes: +60 J -60 For corner ast agal anchorage on 90' or 1354 comer units, see sheet i 1 (May be limited by Table 20k) Door unh Height 10P' 108" 114" 120' Table applies to Glass Types 4, 4A, BW 84" 90'�BC 6, BA, 7, 7A, 8 & 8A and the 69.718' 73-7/ir O 79-718' DLO 91.7/8 D O 97-7/ O 103.7/8- DLO 109-7/8' DL Stile/Astregal Types shown below. Anchor Group Anchor G nc or Group Anchor Group Arwhor Group Anchor Group Anchor Group Lockstile @ 135' Astragal Heavy-duty Stiles A B C D A B C D A B CID A B C D A B C D A B C D A B C D Heavy-duty Stile Heavy-duty Stile HeadlSlp Gat G+1 G*1 G+1 G+1 G+1 G+1 +1 + + G.1 +1 G.1 G+1 G+1 G+1 G+1 G+1 G+1 G+i G+1 G+1 G+1 G*t G+1 G*1 G+1 + + G+ 24' DLO Jamb 6 6 8 8 8 8 6 8 8 6 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Heavy-dutyStlle TC4- Pawok 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Standard Astragal HeadlSil G+1 G+1 G+1 G+1 G+1 G.1 G+1 04+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 Gat G+1 G+1 G+1 G+1 G+1 G+1 �" Outside Corner�i IR5j�e--aJ� Loaner • • • • Jamb 8 8 8. 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 W 10 10 10 10 10 10 1D 10 aT�'Id • I�I��J�� • DLO P -hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Part#61 Part #fil Head/Sill G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 04-1G+1 G+1 G+1 G+1 C4+1 C1+1 Gat G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 36' a0 Jamb 8 8 a 8 8 8 -8 8 8 B 8 8 8 8 8 8 10 t0 10 10 10 10 10 10 10 10 10 10 1 10 10 10 10 • artR61(Stil arts #31 & # (Corn. & Pxd Mount) • • •Part#61 P -hook 8+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HeWISlB G+1 G+1 G+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+t G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+i G+1 G+1 C4+1 GM C5+1 C5+1 G+1 G+1 a 4T Jamb 6 8 8 8 8 8 8 a 8 B 8 8 8 8 8 a 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10 DLO P -hook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+8 8+9 8+9 8+9 9+10 9«10 9+10 9+10 9+10 9+10 9+10 9+10 HeadlSlll C4*2 Gr2 G+2 G+2 G+2 G+2 G*2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 C5+2 C5+2 G+2 G+2 CS+2 C5+2 C5+2 C5+2 C5+2 Cti+2 (S+2 C6+2 48" IX'O Jamb 6 8 8 8 8 8 a 8 8 8 8 8 10 8 6 8 10 f0 10 10 10 10 10 10 12 10 t0 10 12 10 10 10 P -hook 8+7 5+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 6+9 8+9 8+g 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/SIII G+2 G+2 C4+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 54• DLO Jemh 8 8 6 8 8 8 8 8 10 8 8 6 10 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Not available in these saes 60" Head/Sill G+2 G+2 G+2 G+2 G+2 5+2 G+2 G+2 T;2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 Jamb 6 6 6 8 8 B 8 8 10 8 8 8 10 d.0 P -hook 6+7 1 6+7 1 6+7 1 6+7 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 rvr� r�mr�c v1� vauw r>+o�c, acc oncc r o. NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4' SILL. 2) WHEN USING THE 2-112' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4',3-1/4- AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR S17.E TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 61 JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE Sill Height to Max. (+) DP I[Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see pressure, psi Sheet 17) Flush -1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-1/4" +60.0 High - 4" +60.0 OH LENGTH S2 _ OoI OH RATIO Z 1 = O 0 INSTALLED. SEE NOTES 1-3 OH RATIO = OH LENGTH OH HEIGHT TUC — r CTI/ C A eCT0A1 1 TVPCC CUA/ 1 RF I ICCr1 Cr1P TARI F 9 CFF Cl4P:rTC 91 R 99;:nP PART r11MFNSIr)NC ANr1 CHFFTS IR A 1A FnR ARRFMRI Y nFTAII S. Interlock P -hook Lockstile @ Jamb Straight Astragal Assembly Lockstile Lal Straight Astragal 90' Astragal Assembly Lockstile @ 90" Astragal 135' Astragal Assembly Lockstile @ 135' Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Standard Astragal Outside Inside Corner Outside Corner�i IR5j�e--aJ� Loaner • • • • Inside Come Qtl�cid • Coner• • • aT�'Id • I�I��J�� • Part 1161(x2) Part#61 Part #fil Part#61(Stile) part #67 (Artragal) Part #61 Part#61(Stile) Part #118 (Corner Receiver) �eR #119(�V.) part #120 (In.) • artR61(Stil arts #31 & # (Corn. & Pxd Mount) • • •Part#61 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U1.V YY IU I m = NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866' PRODUCT REVISED as complying with the Florida Bulldmg colo HOA -No. 17-0420.12 Ex ration Da020 ey No. 58705 S 11 1 .` A. LYNN P11LW P E.\ P.E.# 58705 N. VEMM R 91275 DP D ANC Oj6GE* • • • • (9N) mo -ism CERT. OFAUM #28298 Oa"Yledlreaa> .A • � • • • nre • • )�., SERIES WO A4 UM. Al7D . L4 �AOP ,%jC4 REMOVF� IXAMPLE — s--& • • sco-77t) ro 7 •• 22 • PG711130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U1.V YY IU I m = NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866' PRODUCT REVISED as complying with the Florida Bulldmg colo HOA -No. 17-0420.12 Ex ration Da020 ey No. 58705 S 11 1 .` A. LYNN P11LW P E.\ P.E.# 58705 Design Pressure (DP) and Anchor Quantifies Required, (for all approved configurations on Sheets 2 & 3) For tamer astragal anchorage on 90' or 135' Comer units, see sheet 11 Maximum DP shown below (May be limited by Table 3A) Door UNl Height NOTES; Table applies to Glass Types 4, 4A, 80" 84.9T 1 96" 1D2" 108' 6. 6A, 7, 7A, B & 8A and the DLO 73718" DLO 79-7/8" DLO /8 DLO 91-7/8" DLO 97-7/8" ao StIWAstmgal types shown below. Anchor Group Anchor Group Anchor G Anchor Grou Anchor Group Anchor Group A B C I D A 1 0 1 C I D I A I B C D A B C D A 1 B 1 C I D A 1 0 1 CD 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER NOM. PANEL WIDTH - 7" OP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES Des n Pressure +1-90.0 ! +1-5-.0 PST I + - pa UNCHANGED). SEE TABLE 3A. DLO HEIGHT = 17' Haed/SYI C4+1 C4+1 C4+1 1 C4+1 CA+t 1 C4+7 11 C4+1 I C -4+111C4+1 C4+1 CA+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN 24' DLO Jamb B B 8 8 B 8 8 8 B 8 8 8 8 8 8 8 10 10 10 10 10 10 BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT -1.866" 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. P-Ao& 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+e 7+8 7+8 7+8 7+8 7+8 7+88+9 8+9 8+9 8+9 8+9 6+9 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Outside 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. T AIGAICIl1AIC 0psf Despn Pressure +/-g0.0 ps! sf +/-75.0 psf�" 1+1--82111 23' HeedlSYl C4+1 C4+1 C4t1 C4+1 C4+1 C4+1 C4+1 C/-9 C4+1 C4+1 C4+1 C4+7 C4+1 CA+1 C4+7 1 C4+1 C4+1 C/-7 C4+DLO 1 1 Comer lnsije'� Colter • Jamb 8 8 8 8 8 8 8 B 10 8 8 8 10 8 '11 8 0 10 1010t06+7 VV 41• 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 9 8+9 8+9 8+9 8+9 8+9 Inside Comer' Design Pressure +/-90,0 Ps! +1-82.5 psi +1-75.0 psf spt 29" HeadlSlll C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+7 C5+1 C5+I C4+1 C4+1 C5+1 C5+1 C4+1 CA+1 C5+1 C5+1 C4+1 C4+1 15- Part #61 (Stile) DLO Jamb 10 B B 8 10 B 8 8 10 8 8 8 12 10 8 8 12 10 10 10 10 10 10 10 �c & i' �;- • }art #61 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 8+9 1 8+9 8+9 8+9. 8+9 18+9 1 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 Part#61 Part #61 Part #68 (Astragal) Design Pressure +1-90.0 Psf +/-82.5 psf +1-75.0 psf Part#118 (Corner Receiver) Part 9120 (In.) 35" Head/Sill C4+2 C4+2 C4+2 Gt+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C6+2 C5+2 �, DLO Jamb 10 8 8 8 10 B 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 P -hook 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8Is 8+9 a+9 8+9 8+9 Design Pressure +/y0 -90f See Nota A w +/-82.5 psf +/-75.0 psi 9!2T.—+2 41" H6ed/SIII C6+2 CS+2 C4+2 C4+2 C6+2 C5+2 C5+2 CS+2 C6+2 CS+2 C6+2 C5+2 C6+2 C6+2 C6+2 C6+2 C5+2 C5+2 CG+2 C6+2 C5t2 C5+2 �" DLO JemO 10 8 B 8 12 10 8 8 12 10 B 8 14 12 8 e 14 12 10 10 14 10 10 10 P�look 7+8 7+8 7+8 7+B 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+1019+10 +1 9+10 9+10 9+10 9+10 9+10 9+10 1+1019+1019+101 NU It: A: +/-9U.0 t'Jr YUK ULAJJ I Tt'to q.'q O, OA, (A, O & OA; */-Or.1 SVR UL 00 I TrC / P -hook EXAMPLE ON SHEET 9 NOTES; Lockstile @ Straight Astragal 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. DLO WIDTH = 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER NOM. PANEL WIDTH - 7" OP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES Heavy-duty Stile UNCHANGED). SEE TABLE 3A. DLO HEIGHT = 3) 4-.3-1/4- AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND DOOR UNIT HEIGHT - 10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN Heavy-duty Stile TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT = BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT -1.866" 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Outside 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. T AIGAICIl1AIC AAlll CLICCTC 111 P 1. rn. ACCFAIRI V r1FTAll C Interlock P -hook Lockstile ®lamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ 90' Astragal 135" Astragal Assembly Lockstile @ 135' Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy -duly Stile Heavy-duty Astragal Outside Corner, , Outside Inside Corn 1 1 Comer lnsije'� Colter • QY�de VV 41• Inside Comer' • • • Comer • so Part #61 (Stile) - Part #61 (SOie) Per•#1194(i11� & i' �;- • }art #61 Part #61(x2) Part#61 Part #61 Part #68 (Astragal) Part #61 Part#118 (Corner Receiver) Part 9120 (In.) # 31 (Corn. & Fxd Mount) toNrt rrLyo�wvE LIPANDANCH61MGN • • • • (1111)180.1600 • CERT OFAUTit ,a M ; ER! n0 GUM. D -0LM 1*WA1CT• REVISED TABLE 3, ADDED EXAMPLE car�aarrrraao ,r • a..r u w�, l yy' °""' varwaarslrt lw ® SGD-770 NFS B 0-22 P07-8130 Au nvlrsarseerm ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TAA1 F'IA- Sill Height to Max. (+) DP (Water Infiltration Rating) SIY Riser Height (+) Design (Flat or Box, see Sheet 17) Pressure, psf Flush -1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-1/4" +600 High - 4' +90.0 SEE NU IES 1-3 OH LENGTH If S 0 ogOl OH RATIO Z 1 A— OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0420.12 Expiration Date 02/172020 7k No• 58705 -_ Cf �'f`'' .BTA EOF4 '•/!/�� '9 ORIOP, '%, o/vi ALV-0,1s A. LYNN MILLER, P.E. P.E.# 58705 _ CENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR • • • • • • • 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 AS NEEDED TO ALIGN THE NO FRAME '9+10"P -HOOK ANCHORAGE CONSISTS OF: SEE 'CS' CLUSTER SEE QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: CENTERLINE OF JAMB (9) P -HOOK ANCHORS, MAX. UNIT WIDTH DETAILS, SHEET 10 SEE 'CS" CLUSTER "C5" SPLICE HEAD & SILL: 8" MAX. FROM FRAME CORNERS. R SEE "C5" CLUSTE R ' . REQUIRED @ (PERPENDICULAR SEE CLUSTER DETAILS, GLASS DETAILS, SHEET 10 FOR FOR ASTRAGAL NOTE, TABLES, SHEETS 6-8 AT EACH INTERLOCK AND DETAILS, SHEET EXTERIOR PLANE) SEE TABLE 2, SHEET 7 REQUIRES "C6 SHEET 10 FOR INTERLOCK , INTERLOCK 24' MAX. O.C. THIS SHEET PLUS SPECIFIED QUANTITY OF ADDITIONAL "+2" ANCHORAGE POCKETS CLUSTER, SEE AND \ 48" NOM. SEE POCKET 10 P -HOOK I PANEL WIDTH DETAILS, SHEET 11 x x ( ) NOA-No 17-0420.12 NOA-No. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. x x r------- x /x1 x x x x x x x e" MAX JAMB MOUNTING ' - x x x f Expiration Dat 2/17/2020 x x INSTALLATION, ADAPTER 5 x x x x x x x x x x x I • • • Ok • W MAX. THIS SHEET ANCHORS MIDWAY l x x 3' MAX. ey & SHEET 14 BETWEEN P -HOOK ' I 4 PAIRS OF CENTERLINE •+2" ANCHORAGE (.� CENTERLINE •+2" ANCHORAGE • OENTERL8IE • • ANCHORS & AT 3"=FRAME x ANCHORS x OF PANEL 3 I OF PANEL 4 I OF PANEL 5 \ FROM TOP & i c t 4' MAX. O.C. I O I x � tp ANCHORS 96" 21" � (TOTAL 8 - BOTTOM SEE 1070 SHEET 11 FOR OTHER INTERMEDIATE ANCHORS `''�+;��A TECMIIX.00YDRNE °3�17_0 _ �•f t& ;' �` Q '•• t 1 Z� i°� 0 UNIT ANCHORS) 4.051" ' T •. ST '��s •'•ORtDP,.•'G\�` 'MAX. TO OPENING i y'o 1 ® HEIGHT O.C. PER JAMB I I ®ANC • • • • • ERIES/TO A,AUM 9GD•LM 7MRAC�. EDGE OF POCKET SEE g a I ORS (SEE JAMB I ® 14" MAX. O.C. x I I INSTALLATION i DETAIL ° z SIM &mw� P.E. DETAILS'Jc' &'Kc', ®' o= P -HOOK BELOW) I®I -0 9 22 1 • PGT9130 C. REA 58705 END PANEL SHEET 14 & PART' a ;U ;U MOUNTING i�� &'K', 1 j 24" MAX. ANCHORAGE DETAILS V i X y I .o, r 3' MAX. ADAPTER x (2 ANCHORS) SHEET 19 FORJ —101 ANCHORS O.C. o{(�y 6 x P -HOOK '------"MAX. _ x x "+2" x _ - , x ' �% END PANEL ANCHORS x x x x x x x 1 x' x xx x x x x , xx xx x x' x x x 8" MAX. ANCHORAGE (SEE ANCHORAGE ANCHORAGESKETCH` SKETCH BELOW) (SEE SKE7 8H BELOW •+7 �'+2","+2" ANCHORAGE ANCHORAGE CENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24" MAX. EXAMPLE: 5 -PANEL, 2 TRACK, 90° OUTSIDE CORNER - OXX/XXO -EXT. MOUNT POCKET ANCHORAGE PLAN: IV O.C. 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ANCHORS MAYBE ADDED _ CENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR • • • • • • • 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR OF PANEL 2 O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE �2-TRACK QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: CENTERLINE OF FRAME JAMB 'INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. R SEE "C5" CLUSTE R USE SPECIFIED CLUSTER FROM APPROPRIATE O.C. TABLES, SHEETS 6-8 AT EACH INTERLOCK AND DETAILS, SHEET STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL "+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. NOA-No 17-0420.12 NOA-No. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. _ CENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR • • • • • • • AS NEEDED TO ALIGN THE OF PANEL 2 O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE �2-TRACK �TT'�IOR HEAD OR SILL IFA SPLICE 21" FRAME JAMB p OCCURS AT THE P -HOOK. MAX. "+2" ANCHORAGE REQUIRES SEE "CS" CLUSTER ANCHOR PAIR END PANEL O.C. PRODUCT REVISED CENTERLINE ANCHORAGE OF (2 ANCHORS)A-1 as compiyyl1n with the Florida Code INTERLOCK 4.051' I 3.5' ASTRAGAL 8" I MAX. NOA-No 17-0420.12 NOA-No. ENs • 1l '. Expiration Dat 2/17/2020 I • • • Ok • W MAX. ey _ CENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR • • • • • • • Miami -Da roduct Control OF PANEL 2 O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE �2-TRACK P -HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB "+2" ANCHORAGE REQUIRES SEE "CS" CLUSTER ANCHOR PAIR END PANEL 'C6" CLUSTER, SECENTERLINE E OF DETAILS, SHEET 10 DETAILS, SHEET 11 FOR ASTRAGAL CENTERLINE ANCHORAGE OF (2 ANCHORS)A-1 INTERLOCK 4.051' I 3.5' ASTRAGAL 8" I MAX. ENs • 1l '. I • • • Ok • CENTERLINE •+2" ANCHORAGE (.� CENTERLINE •+2" ANCHORAGE • OENTERL8IE • • * No. 58705 OF PANEL 3 I OF PANEL 4 I OF PANEL 5 ::� SEE 1070 SHEET 11 FOR OTHER INTERMEDIATE ANCHORS `''�+;��A TECMIIX.00YDRNE °3�17_0 _ �•f t& ;' �` Q '•• t N. VENICE, FL 34275 •, ,,•• •, N 46RAG .S' A C. t & P NS ' T •. ST '��s •'•ORtDP,.•'G\�` (941)480.1600 • • • • • ERIES/TO A,AUM 9GD•LM 7MRAC�. CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. C67T MM a SIM &mw� P.E. 9 22 1 • PGT9130 C. REA 58705 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • ••• • • • ••• • • 6"DIAG. ASTRAGAL OR SPUCE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION INTERLOCK 2.04" 2.04' INTERLOCK�IF NEEDED INTERLOCK i CONDITION, USE IF NEEDED CENTERLINE CENTERLINE I 3.5" 1.75" DIA CENTERLINE 'C6" CLUSTER DETAIL) T' 7" 2.04" 1.75' EXTOR 6' DIAG. ��___ 3.5" 21" 4" DI O.C. Exr� 2.04' 2.04' 21" 5.64" MAX. 3.5" EXTERIOR 4"DIAG. EXTERIOR 7' 3.5" O.C. EXTERIOR 7• 7" 6' MAX. V 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL T — 5.64' 0ASTRAGAL OR INTERLOCK INTERLOCK ASTRAGAL OR INTERLOCK INTERLOCK ASTRAGAL OR INTERLOCK INTERLOCK �2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6' MAX ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, CB") ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE ASTRAGAL OR SPLICE LOCATION INTERLOCK--f—IF NEEDED 6" DIAG. FRAME JAMB ANCHOR PAIR INTERLOCK IF NEEDED "C6" CENTERLINE 2'�" CENTERLINE I CENTERLINE I CLUSTER DETAIL) 3.5" T S ANCHORS MAY BE INSTALLED �3.5' 21" EITHER IN THE EXT. INT. ° 14"DMA• 41AG TRACK (INT. SHOWN) 2.04' O.C. 4.08" 4.08' 4" NOTES: 5 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. EXTERIOR EXTERIOR V DIAG. EXTERIOR 3,5" R 6" MAX. ALLOWED. 2. FOR HEAD SILL SPLICE v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK INTERLOCK v 3-TRACK FRAME HEAD/SILL ASTRAGAL ORINTERLOCK LOCATIONSlANCHORAGE AT NC P-HOOK SEE SHEET 9. 0ASTRAGAL OR INTERLOCK INTERLOCK (USE WHERE 4 CLUSTER . (USE WHERE 5 CLUSTER .INTERLOCK (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB "C6') ANCHORS ARE REQUIRED, "C4') ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, ANCHOR PAIR PRODUCT REVISED FOR SPLICED as com 1 ng with the Florida Building Code ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I I (FOR SPLICE FOR SPLICE ASTRAGAL OR ( CONDITIONS ONLY: INTERLOCK CONDITION, DO NOT NOA-N.. 17-0420.12 INTERLOCK ►[—IF NEEDED INTERLOCK CONDITION, USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION expiration Da_t 2/17/2020• CENTERLINE 1.75" CENTERLINE I "C6" CLUSTER DETAIL) I IF NEEDED 3.5" 3.5" ._ e y Mlam! Product Control 3.6" —^ 3.5' 7" f 2.04* 4' DIAG. 2.04" 4"DIAG. 2•� 2.04' 5.37" DIAG. 4" DIAG. 4.08" I 2.04" `tttuulrlr 4' DIAG. • 3.5" 7 : �\ 1� p ........ N41 EXTERIOR 7" EXTnEERIOR • 7" • • • • • 3':" • : ��.•'•' �IGENSF'• �� i EXTERIOR 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL • • V • 44�CC R&A H %CIK1�Lt • • *P No. 58705 aASTRAGAL OR INTERLOCK INTERLOCK (USE WHERE 4 CLUSTER 0ASTRAGAL OR INTERLOCK INTERLOCK (USE WHERE 5 CLUSTER "CS') • • �AWRA O�EO�E (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION r �j Y ANCHORS ARE REQUIRED. 'G4-) ANCHORS ARE REQUIRED, O•:! BTATE 0 SFS, 1070 FL uz7s • ANOf�ORAG? FXA�OPLE C dST ' '• `�oRIDP..• ryer/4eore°o r. • • • �s�GNAL ENG �` • SE ST7 ALUM.;4G&-h*M* W114Cir tr. rrr rl ll lltl` !R O LOW7 -C NO CHANGES THIS SHEET cEmT,oFAurrta9see grrrtxsrrnsn a+n • a.i.w+� N^ • 'L N7$ jU 2Z PC�i0130 a" A LVMI MILLER, P.E. C P.E.#58706 o,�.,,,q, n.er o.aa �; JR 10tfO114 rerrawma�t '"`�'"'�"'� SGp-770 ••• • • • • ••• • • ••• • • • ••• • • 2.04" 2.04` INTERIORINTERIOR 2.04"INTERIOR INTERIOR7„4' DIAG. 4"DIAG. 8.94'6.12" 6.12" 3.3.5"INTERIOR INTERIOR 7'ERIOINTERIOR 3. 90 3 r" 11 CENTERLINE %EXTERIOR EXTERIOR 4"DIAG. OF PANEL 2.04' J EXTERIOR /\�• 90' CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, „ 4.08" INTERIOR 4" INTERIOR \ Ir --134" 2.04" J 7" EXTERIOR 90' CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 6 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6') EXTERIOR EXTERIOR 1 ► 7^ I 9— V0° CORNER 3 -TRACK FRAME HEAD/SILL ('C6' ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) INTERIOR 6.12" INTERIOR 4.08° ---43R I 2.04" EXTERIOR 4` 135" CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, " INTERIOR 4 08" z.oa.' J � 7" R a., EXTERIOR 8.94" 135° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") '+1" ANCHOR 7.41" i 3.5" � EXTERIOR 7" —t\' 135* 4" 135• CORNER 3 -TRACK FRAME HEADISILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) INTERIOR 2.04' 4. EXTERIOR INTERIOR g 90• 3.5" 135^ • 4" 7" �S�f17Re>♦— �� t 2.04" -J j L::7,' 3. 4" 4" DIAG. J –+-1 3.5" EXTERIOR T EXTERIOR 4" 90' CORNER 135' CORNER 4 -TRACK FRAME HEAD/SILL 4 -TRACK FRAME HEAD/SILL ('CS' ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRI AT ALL 4 -TRACK CORNERS) AT ALL 4 -TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070 TECHNOLOGYORM 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. VENICE, R. 3!275 IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. lw114s0'1800 -I— R-1-10~7 •: C NO CHANGES THIS SHEET. • • Corr.OFAUIH 0=90 E%TERIOR 5' CENTERLINE 4OF PANEL INTERIOR ALL '+2" ANCHOR EXTERIOR VIEWS 4' DIAG. 2.04' E.12" 3.5" CENTERLINE OF PANEL 2.04" "+3" ANCHOR 4.08' EXTERIOR v e•v35� 2.0:' • • • •lI• •v C�fJ4R • • • v • Of PANE1 • • • ••• • ••• •A-TRAbg�RAA}E"L ILEAINTERMEDATE ANCHOR • OAR' (3 -TRACK SIMILAR) • ;ERW70rlS•UM•QD• LM_IM_PACT�•P0�13 01122SGD-77 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• "+2" ANCHOR 2. 04' " 4• DIAG. 3.5 I CENTERLINE OF PANEL "+3' ANCHOR 2.04"4" DIAG. 3.5" w7" CENTERLINE OF PANEL 2 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED ea complylny with the Florida Building Gods NOA-No. 17-0420.12 Expiration Date 02/17/2020 LYNAV No. 58705 0-- fs"I' rl'el Oj p �!/ /OA/AII L I0 'k\\ A. LYNNMSLLER, P.E. P.E.# 58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 IXTERIOR 2-1/16«' 114" a"SEE MAX. SHIM EMBEDMENT: SEE TABLE A,SHEET1 2X WOR NP., NP., SEE ANCHOR R NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 ®2 -TRACK FRAME HEAD w WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE NCH & TABLE A, SHEET 1 NOTE 3, SHEET SEE ANCHOR NOTE 5, SHEET 1(1/4 MAX.)] j EXTERIOR EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ja 2 -TRACK FRAME SILL kjo,.,V WOOD INSTALLATION OF 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16"* EXTERIOR a 1/4" MAX. SHIM EXTERIOR a 2X WOOD WOOD ANCHOR NP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3 -TRACK FRAME HEAD Bw WOOD INSTALLATION WOOD ANCHOR TYP., . 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A SHEET 1 7 NOTE 3 SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16"* METAL TYP., SMS ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 da 4 -TRACK FRAME HEAD METAL INSTALLATION SMS ANCHOR TYP., MET SEE ANCHOR NOTES SEE A R TARI F A CHF FT 1 NOTE 4 SEE SEE ANCHOR NOTE 5, , SHEET (1/4" MAX.)A.., }� EXTERIOR ' E 2-1 M 6" ` EDGE DISTANCE: �F^ SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3 -TRACK FRAME SILL EW WOOD INSTALLATION E 2 -TRACK FRAME JAMB Gw WOOD INSTALLATION I .IR I 0441N17 I C I NO CHANGES THIS SHEET. 3 -TRACK FRAME JAMB HW WOOD INSTALLATION ��N.IVENICtti FL 31278«�^ •• SII II"I,�,�•]] t>Nv,eo-leon CERT. OFAI/7/[.l2B2B6 • ANCHOR NOTE 5, SHEET 1 (1/4"MAX.)C EXTERIOR 2-1/16— SMS -1 M 6" " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAYBE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. . DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE TYP DETAILS, SHEETS 10 & 11. NCOR SHEET 1 3�g I MIN. OF 3 THREADS BEYOND N 4� THE METAL SUBSTRATE 4 -TRACK FRAME SILL FW METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. METAL NP., SHEET 1 SEE ANCHOR NOTE 4, SHEET 1 2-1116" ` SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN, OF 3 THREADS • • • • • EXiERAR • • • BEYOND THE • • • �,'J—��•--- • • • METAL • • • • '\/' • • • SUBSTRATE • • • • 1/v MAIL SYIIM• I +- 4 -TRACK FRAME JAMB by METAL INSTALLATION i `:.0..N ,.,�►.1•A� r.�I.'n • ,%D- LM IMPACT -22* PGTO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida 6ullding Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 111111 Y LY*i `` P��,.•'' LICENSE �� ' No. 5S70S ' '//,, ONA1 L lEN A. LYNN MILER, P.E. PEA158705 EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE ti TABLE A, SHEET 1 EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, 2X WOOD SEE TABLE A, X WOOD SHEET 1 TYP., SEE ANCHOR SHEET 1 TYP SEE ANCHOR NCHOR NOTE 3, SHEET 1 NOTE 3, SHEET 1 2-1/16"*WOOD ANCHOR TYR. WOOD ANCHOR TYP., SEE ANCHOR NOTES SEE ANCHOR NOTES & TABLE A. SHEET 1 • • & TABLE A, SHEET 1 • EXTERIOR I 1/4' MAX. SHIM -4 1-- EXTERIOR �1 1/4" MAX. SHIM I • • • E 2 -TRACK FRAME JAMB Gw WOOD INSTALLATION I .IR I 0441N17 I C I NO CHANGES THIS SHEET. 3 -TRACK FRAME JAMB HW WOOD INSTALLATION ��N.IVENICtti FL 31278«�^ •• SII II"I,�,�•]] t>Nv,eo-leon CERT. OFAI/7/[.l2B2B6 • ANCHOR NOTE 5, SHEET 1 (1/4"MAX.)C EXTERIOR 2-1/16— SMS -1 M 6" " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAYBE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. . DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE TYP DETAILS, SHEETS 10 & 11. NCOR SHEET 1 3�g I MIN. OF 3 THREADS BEYOND N 4� THE METAL SUBSTRATE 4 -TRACK FRAME SILL FW METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. METAL NP., SHEET 1 SEE ANCHOR NOTE 4, SHEET 1 2-1116" ` SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN, OF 3 THREADS • • • • • EXiERAR • • • BEYOND THE • • • �,'J—��•--- • • • METAL • • • • '\/' • • • SUBSTRATE • • • • 1/v MAIL SYIIM• I +- 4 -TRACK FRAME JAMB by METAL INSTALLATION i `:.0..N ,.,�►.1•A� r.�I.'n • ,%D- LM IMPACT -22* PGTO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida 6ullding Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 111111 Y LY*i `` P��,.•'' LICENSE �� ' No. 5S70S ' '//,, ONA1 L lEN A. LYNN MILER, P.E. PEA158705 INSTALLATION DETAILS CONCRETE EDGE DISTANCE: SEE PER TABLE TABLE A, SHEET 1 CONCRETE A, SHEET 1 2_1/16« • PER TABLE A, SHEET 1 EXTERIOR lj j —1� EMBEDMENT: J } 1/4"� SEE TABLE A, 1— MAX. SHEET 1 SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2 -TRACK FRAME HEAD CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 _ EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE 2-1/16"' PER TABLE A, SHEET 1 IOR A u EXT(ER�IOR L MAX. SHIM r PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 da 3 -TRACK FRAME HEAD ec CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5, SHEET NOTE 5, NOTE 5, 1 (1/4- MAX.) SHEET 1 SHEET 1 r..,...,...,. 1 (1/4"MAX.) .:...- .._ .:-.:. 1 (1/4"MAX.) EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: NOTES: EDGE DISTANCE: SEE TABLE A, SHEET 1 SEE TABLE A SHEET 1 1. ALL DIMENSIONS SHOWN ARE BASED 2.1/16 ON MIN. ALLOWED. EDGE DISTANCE: 1/4" • DIAGONAL O.C. IS CONC./CMU ANCHOR MIN 4" (HEAD & SILL) TABLE A, SHEET 1 —� jSHIM OR 6" (JAMB) SEE SHEET 1 DETAILS, SHEETS - EDGE DISTANCE: 10&11. PROPERLY SECURED iX/ CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE L SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 4 -TRACK FRAME HEAD cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET 17 ANCHOR NOTE 3, SHEET 1 EXTERIOR I .. - EXTERIOR I :' •- t EXTERIOR I i ..� a2.1/16 - EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A. SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 J A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 2 -TRACK FRAME SILL Ajjh 3 -TRACK FRAME SILL ah 4 -TRACK FRAME SILL tic CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fe CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 ~ 2 -TRACK FRAME JAMB \2V CONCRETE/CMU INSTALLATION CHANGES THIS SHEET. 3 -TRACK FRAME JAMB He CONCRETE/CMU INSTALLATION 11070=11�LOGYDRIWJ 00 so* N YEiIICE FL�•\ T' ryeffaaateM � ( ;-�� CERT. OFAU7H. PW M CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Cod NOA-No. 17-0420.12 k EDGE DISTANCE: EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED SEE TABLE A SHEET 1 By f 1X WOOD BUCK TYP., Miami -D=uct Control EDGE DISTANCE: EMBEDMENT: SEE CONC./CMU ANCHOR SEE TABLE A. TABLE A, SHEET 1 —� TYP., SEE ANCHOR SHEET 1 NOTES & TABLE A, - EDGE DISTANCE: NOTES & TABLE A. CONCRETE PROPERLY SECURED ORCMU SEE TABLE A. SHEET 1 PER TABLE`Q • 1X WOOD BUCK TYP., SHEET 1 0*:• • • • 1A" MAX. S►IIMe SEE ANCHOR NOTE 3, _ �. ; No. 58705 = - 4 -TRACK FRAME Ic CONCRETE/CMU JAMB INSTALLATION - 73 '•. y / 7 i /O ��'Si,�NALIE�G � • � WHOWE DEMES�s SHEET 1 ES 7 ACOA . D- IMPACT • "` • — 1P ` soa77o NTS 4 - 22 PGT0130 C A. LYNN MILLER, P.E. P.EJI 58705 2'1116" " PROPERLY SECURED CONC./CMU ANCHOR 1X WOOD BUCK TYP., R TYP., SEE ANCHOR SEE ANCHOR NOTE 3', CONCRETE NOTES & TABLE SHEET 19 ORJRIO • • 00 SHEET 1 CONCRETE •. PE TABLE EXTERIOR 151/4" MAX. SHIM I I:� OR CMU PER TABLE °CT,(��IOR .. 'r A, SHFpET 1 • • • A, SHEET 1 �/ 1/4" MAX. SHIM rl I +— •• ••• 2 -TRACK FRAME JAMB \2V CONCRETE/CMU INSTALLATION CHANGES THIS SHEET. 3 -TRACK FRAME JAMB He CONCRETE/CMU INSTALLATION 11070=11�LOGYDRIWJ 00 so* N YEiIICE FL�•\ T' ryeffaaateM � ( ;-�� CERT. OFAU7H. PW M CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Cod NOA-No. 17-0420.12 k EDGE DISTANCE: Expiration Date 02117/2020 PROPERLY SECURED SEE TABLE A SHEET 1 By f 1X WOOD BUCK TYP., Miami -D=uct Control SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR 2"1/18"" TYP., SEE ANCHOR NOTES & TABLE A, SHEETI CONCRETE ORCMU a o • •V1,00• PER TABLE`Q • A, SHEET 1 4 0*:• • • • 1A" MAX. S►IIMe _ �. ; No. 58705 = - 4 -TRACK FRAME Ic CONCRETE/CMU JAMB INSTALLATION - 73 '•. y / 7 i /O ��'Si,�NALIE�G � • � WHOWE DEMES�s ES 7 ACOA . D- IMPACT • "` • — 1P ` soa77o NTS 4 - 22 PGT0130 C A. LYNN MILLER, P.E. P.EJI 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693" MIN. ON MIN. ALLOWED. INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WOOD FRAMING TABLE A WATER SHEET ARE FOR SHEET 1 P -HOOK MOUNTING ADAPTER WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE o SEE ANCHOR NOTES ANCHOR TYP., SEE PURPOSES ONLY. SEE EMBEDMENT:t�4 &TABLE A. SHEET 1 28 - ANCHOR NOTES & TABLE A, SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. TABLE A SHEET 1 ALL APPROVED SHEET 1 28 ILLUSTRATION, SHEET 9) 1-114" MIN. EDGE DISTANCE SUBSTRATES. DISTANCE: SEE EXTERIOR 3. SEE TABES 1-3, TABLE A, SHEET 1 EMBEDMENT: SHEETS 6-6 FOR 28 SEE TABLE A, P -HOOK MOUNTING REQUIRED P -HOOK SHEET 1 EXTERIOR_ ADAPTER CONCJCMU AND P-HOOK PHOOK WOOD ANCHOR TYP., fl " �" `: r • ` ANCHOR TYP., SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P -HOOK '?; ANCHOR NOTES & TABLE ANCHOR QUANTITIES. & TABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693" MIN. CMU PER TABLE . TABLE A, SHEET 1 (ALSO SEE TYP. ON SHEET 9. A, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE ILLUSTRATION, SHEET 9) P -HOOK FOR USE WITH FLAT SILL RISERSE P -HOOK FOR USE WITH ANY SILL RISER w �PARTS #18, #20, #22 OR #24, PARTS #18, #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P -HOOK MOUNTING SEE ANCHOR P4400K MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJCMU NOTE 4, SHEET 1; EMBEDMENT: SEE ADAPTER SMS MIN. OF 3 THREADS TABLE A. SHEET 1 ANCHOR SMS SEE CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE BEYOND THE METAL ANCHOR NOTES A, SHEET 1 ANCHOR NOTES &TABLE :.•r.� A, SHEET 1 SUBSTRATE r—�E� & TABLE A, SHEET 1 (ALSO SEE TYP. ALSO SEE TYP. EMBEDMENT: PRODUCT REVISED ( SEE TABLE A ILLUSTRATION, SHEET 9) .s comp/yin with the Florida ILLUSTRATION, SHEET 1 28 Building Code EMBEDMENT: SHEET 9) r I rtOA-Mo. 17.0420.12 SEE TABLE ADISTANCE: SEE —j expiration uat 02!17/2020 SHEET 1 _ TABLE A, SHEET 1 `' 1.1/4' MIN. EDGE DISTANCE ey /- P -HOOK SMS ANCHOR TYP., / EXTERIOR SEE ANCHOR NOTES J & TABLE A.SHEET 1 (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE ®P -HOOK FOR USE WITH BOX SILL RISERS w PARTS #19, #21, #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY 1 JR 1 0410517 1 C I NO CHANGES THIS SHEET. I N. VENICE FL 31275 MI) 48046W CERT. OFAUTH. 018286 P -HOOK CONCJCMU_/ EXTERIOR ANCHOR TYP., SEE f1 ANCHOR NOTES & TABLE V A, SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) •jfE—rpPbWOK FQR USF WITH BOX SIy-mRISERS • Kc • #21 #23Q5 I• � !INA P •• FXTERIOR • SEE TABLRS 19i, 2A R. • ILLOUNT e 40 V51T WAAA RA'ANGS? • • • ONLY o. •• ••• AiOW AMDETAtS •e• • 00 0 e5E }ES 7 •VM' S D•• UN IMPACT • erw. sca i7o NTS 1 140 + 22 -1 PGTO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �\I1IIUII// P�.r' �ICEN3F • N, * ; • No. 58705 •. PATE 0;n 'SFI7 S�0NALiSty A. LYNN MILLER, P.E. P.E.# 58705 CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'AW &'Ac', SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR MAX. INSTALLATION DETAILS. PANEL 2) (1) LOCK (ITEMS 75 & 107-110) AT HEIGHT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES PANEL TYPE W SEE ~ NOTE 2 MAX. UNIT_ WIDTH MAX. PANEL TYPE 'QS' NOM. PANEL DTH TYP, PER ISLES 1-3 a UNIT WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 moi■ 90" SILL DETAIL'D'. SHEET 18; INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER, 4 PANELS -)(X/)O( 'DW &'Dc', SHEETS 12 & 13 #10 X 1-1/2" PH SMS SILICONE STRUCTURAL EXTERIOR 4 SILICONE BY OTHER$ POLYISOBUTYLENE 1/4" NOM. FOAM WITH DESICCANT WITH DESICCANT 90" PANEL #8X1" 6116" NOM. TYPE PANEL CORNER DETAIL'N2', 'AS' TYPE SHEET 19 & CORNER LICONE SEAL 'K ANCHORAGE SHEET 11 • DESICCANT FOAM MAX. UNIT STAINLESS STEEL • HEIGHT T INTER -M', K DETAIL DLO SHEET 19 • • HEIGHT TABLES EXTERIOR INTERIOR •• • • 1 1-3 moi■ 90" SILL DETAIL'D'. SHEET 18; INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER, 4 PANELS -)(X/)O( 'DW &'Dc', SHEETS 12 & 13 #10 X 1-1/2" PH SMS SILICONE STRUCTURAL SILICONE STRUCTURAL SILICONE BY OTHER$ POLYISOBUTYLENE 1/4" NOM. FOAM WITH DESICCANT WITH DESICCANT EXT.GLASS EXT.GLASS #8X1" 6116" NOM. �j PH SMS DETAIL JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" HOT -MELT BUTYL _ X3/16" NOM. INT. GLASS �v `INT. GLASS u4 KODISPACE 4SG TPS +25 SUPER SPACERONXT- I JR 104A15H7 I C I NO CHANGES THIS SHEET. I N. VEMCE, FL 34275 (941)480-+500 cERr. oFAun1. rATM =10,1 rNNTS I 15 • 22 • I P6TO130 ••• / �I �I p II II Illy ncinr�rci.cmcni POLYISO- DESICCANT FILL AREA PANEL CORNER FRAME CORNER BUTYLENE 5/16"NOM. SEAL 6116" NOM. DETAIL DETAIL euTYl a ROLL-FORMEDVINT.GLASS LICONE SEAL • DESICCANT FOAM • STAINLESS STEEL • • • • • •• •• • • EXT. GLASS •• •• ••• • • • ••• Part# Description Material EXT.GLASS 124 Komm ding 4SG TPS Spacer System • • • • • • 125 Quanex Super Spacer nXT with Hot Melt Butyl See thls • • • • • : : Sheet for •: • I14T. • • • 128 Quanex Duraseal Spacer Materials • • • • • • • • • • • • 127 Cardinal b- Edge Spacer 125 +27 DURASEAL© SPACER XL EDGETMSPACER I JR 104A15H7 I C I NO CHANGES THIS SHEET. I N. VEMCE, FL 34275 (941)480-+500 cERr. oFAun1. rATM =10,1 rNNTS I 15 • 22 • I P6TO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as eompl nyy with the Florida Building odi NOA-No. 17-0420.12 Expiration Da"2/17/2020 �.Nr•...... i No. 58705 srA I o is A. LYNN MILLER P.E. P.E.# 56705 CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 PANEL PANEL PANEL SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; TYPE TYPE (IXED TYPE ��,M', INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 PANEL PANEL PANEL JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W, SHEET HEADER DETAIL 'A', SHEET 18; MAX ' DLO TYPE TYPE SHEET 18; INSTALLATION DETAILS'Gw' &'Gc', DETAILS'Li' & 18; INSTALLATION DETAILS L2, SHEET 19 'Ay/ &'Ac', SHEETS 12 & 13 INSTALLATION DETAILS'AW &'Ad, SHEETS 12 & 13 WIDTH TYP ,R, JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS SHEETS 12 & 13 'F' / 90° • • • • • • • • 'God' &'Gc', SHEETS 12 & 13 PE I UNIT PER TABI NOM. DLO j PANEL PANEL PANEL PANEL PANEL WIDTH TYP. Z i w I ILES PANEL / / SEE PER X• K . -3 DLO LD IP NOTE 21 TABLES 1-3 TYPE 'R' TYPE TYPE 'D' TYPE 'A' SHEET 15 PANEL PANEL TYPE I O X L' X t A, TYPE f � TYPE K, INTERLOCK DETAIL MAX. CS' QS' MAX. 'M', SHEET 19 M. PAONEL UNIT HEIGHT SILL DETAIL NOM. / UNIT HEIGHT 90° OUTSIDE CORNER 'N1', / WIDTH TYP. / / PER 'D', SHEET PANEL / SEE PER DETAILSHEET 19 & MAX. PER SEE TABLES MAX. WIDTH TYP, TABLES CORNER ANCHORAGE DLO TABLES i-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 SHEET 11 HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR X X X 'DW & Dc', EXTERIOR 0 SHEETS 2 NOM. PANEL V & 13 , X WIDTH TYP. PER TABLES MAX. UNIT WIDTH 1-3 SEE FRAME & MAX. UNIT WIDTH PANEL CORNER CONSTRUCTION SILL DETAIL'D', SHEET 18; EXAMPLE: OXXX INSTALLATION DETAILS MAX. UNIT WIDTH DETAILS SHEET 15 2 -TRACK 'DA( & 9c', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XXM (2 -TRACK) JAMB DETAIL '11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS'Iw' & L2, SHEET 19� 1 1 INTERLOCK DETAIL'M', SHEET 19 Ic', SHEETS 12 & 13-� u HEADER DETAIL B', SHEET 18; , J"ETAIL'H2', SHEET P -HOOK DETAIL 'J' &'K', SHEET INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', DETAILS 'ew' &'ec', DETAIL5TAS "IW &'�', SHEETS 12 & 73 'HW &'Hc', SHEETS 12 & 13 'Jc','KW & 1(c', SHEET 14 SHEETS 12 & 13 7 MA) HE NIT WIDTH F TA EXAMPLE: OXXXp (3 -TRACK, RIGHT POCKET) SILL DETAIL'E', SHEET 18;�J INSTALLATION DETAILS 'EV&'Ec', SHEETS 12 & 13 I JR I W6%7 I C I NO CHANGES THIS SHEET. 1 �+— MAX. U-—►� r — MAX. UNIT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL S rNTS 16• r 22 • PGT013016• r 2p • PGT0130 TYPE TYPE TYPE TYPE j NOM. ••• • • ,R, V m, 'F' / HEIC • • • • • • • • WIDTH TYP. PE I UNIT PER TABI NOM. DLO j ,HT ER 1; SHEET 1 HEIGHT PANEL WIDTH TYP. Z i w I ILES MAX. / / SEE PER X• K . -3 DLO NOTE 21 TABLES 1-3 t • • a HEIGHT SHEET 15 L I O X X X t f � ---- EXAMPLE: OXXXp (3 -TRACK, RIGHT POCKET) SILL DETAIL'E', SHEET 18;�J INSTALLATION DETAILS 'EV&'Ec', SHEETS 12 & 13 I JR I W6%7 I C I NO CHANGES THIS SHEET. 1 �+— MAX. U-—►� PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' F F 'P S rNTS 16• r 22 • PGT013016• r 2p • PGT0130 MA ••• • NOM. ••• • • UN PANEL / HEIC • • • • • • • • WIDTH TYP. PE SEE MAX. PER TABI OTE 2, DLO TABLES 1-3 1; SHEET 1 HEIGHT X• K . • axe • 0 • • • t • • HEADER DETAIL 'C', SHEET 18; INSTALLATION DETAILS CW &'Cc', SHEETS 12 & 13 K. T HT 2 ES s&'(AMl@6E: YQXX6 • *- SIiL WWA1L'F', SHEET 18; (4 -TRACK, BY-PASS) INSTALLATION DETAILS 'Fw' &'Fc', SHEETS 12 & 13 •N. VFABCE, FL 3{273 �• ry0FAUT 3lFP ii< CERT.OFAUTH. 428288 PRODUCT REVISED as complying with the Florida Building God. NOA-No. 17-0420.12 expiration Data 02/17/2020 By LYNN UCENSF *• No. 58705 �: 0, •,' STT TIE 0 i tCs ''.'tORIOP.. A. LYNN MILLER, P.E. P.E.# 58705 EX4)%'Lf EVAT 15XS • • CERJES776ALVA49l@D:LA4IMPACT •� • S rNTS 16• r 22 • PGT013016• r 2p • PGT0130 ••• • • • • ••• • • • • • •• • • • • • • • • •• • • • •• •• PRODUCT REVISED as complying with the Florida Building God. NOA-No. 17-0420.12 expiration Data 02/17/2020 By LYNN UCENSF *• No. 58705 �: 0, •,' STT TIE 0 i tCs ''.'tORIOP.. A. LYNN MILLER, P.E. P.E.# 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) #10 X 3/4', SMS, X 3 6' LONG G1 L_j2-TRACK JAMB g1656NG CLP #�' LO105 a W/RETAINER#106 MIDSPAN (SHOWN WITH 1�5 FIXED PANEL TO THE INTERIOR) � yEXTERKIR ® 0 ELILL LENGTH G 40 FJAMB 2 -TRACK JAMB CLIP #80 OR #105 51 52 W/ RETAINER #123 (SHOWN WITH FIXED PANEL TO 60 OR 61 THE EXTERIOR) 53 0 EXTERIOR ��1 �L EXTERIOR 11211SEE DETAIL ON SHEET IS vv 1121)SEE DETAIL ON SHEET 15 1 061 FULL PANEL JAMB LENGTH 60 OR 61 105 LOCK PART 75 8 107-11 17 50 OR 61 16 5 5 SEE DETAIL G1 FOR FIXED so PANEL CLIP OC 107.11 SEE DETAIL G2 103 FOR FIXED PANEL CLIP 5 103 so OR 81 5 16OR i7 ,5EXTERIOR �EXTERIOR� 61 J j_cyt RpR EXTERIOR 3 -TRACK JAMB 3 -TRACK JAMB �J4'-T _RACK JAMB 4 -TRACK JAMB H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 121 SEE DETAIL ON SHEET 15 WJ�J EXTERIOR EXTERIOR 53a EXTERIOR 8- <3 PRODUCT REVISED as complying with the Florida WITH 2 -TRACK W/SCREEN 6E_ -h3 -TRACK eFRAME HEAD 4 -TRACK C FRAME HEAD MAX. UNIT HEIGHT PER BuiSHOWN OA -Ng code N OA No. 17-0420.12 OPT. SCREEN FRAME HEAD TRACK TABLES 1-3 Expiration Date 02/17/2020 By 53 89 Miam -Dade duct Control 89 EXTERIOR 69 EXTERIOR 52 51 46 11 72 OR 73 113 11 72 OR 73 < 9 11 72 19 OR 73 48 47 c EXTERIOR 112 8 5 113 113 a5 •5 • ``1111111111//7j 12�2-TRACK W/SCREEN 3 -TRACK • • • • 4 • • • • F , * : No. 58705 = FRAME SILL E FRAME SILL• FRAME SRL • •• ••• •• •Tr •• = _ '• *_ . ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES WITH STILE. --u I y _ ��'•, 1-3, SHEETS 6-8 FOR DP (PSF)ASSOCIATED StE 1070 TECf#10L0GY0RIK AYErxcE. FL 34VB • • • • • VE1WAIXECTRW bElftS gD.0 •••• ' • 7ONA11 "I/11111110\ JR _ 04415H7 M L• NO CHANGES THIS SHEET. _: CERE OFAM... covsmmnozn _ •• • !j 7 '� • LU? S IPWI DOW a" • • ""r - LM! ^ A. LYNN MILLER, P.E. M' JR 07120/14 mrrmusmlr .ulaelma6CeR4n GO r7G wr NT$ 18 +22 PGTO129 C P.Ei58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 15 EXTERIOR ID EXTERIOR f © }I 't ,1. 113 103 815 EXTERIOR ASTRAGAL - EXTERIOR 6Eh90- OUTSIDE CORNER 0 WITH STANDARD STILEDARD S 60 L2 WITH HEAVY-DUTY TILEGAL S #61 Ni 2 TRACK SHOWN EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN 90- INSIDE CORNER (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED 1-3, SHEETS 6-8 FOR DP TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 11 5 14 7 ® 135- OUTSIDE CORNER 01 2 -TRACK SHOWN N. VENICE R. 34275 (941) 4841600 CERT. OFAi1TN, 648238 caouewroaxr ror4wmac+..c .�t aoMSAFa9xm INTERIOR 5 - EXTERIOR INTERIOR ' ITEM #61 (HEAVY-DUTY 7 60 OR 61 ®INTERLOCK M 5 11 ' ITEM #61 (HEAVY-DUTY 7 STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO 90- INSIDE CORNER APPLICABLE, SEE TABLES N2 2 -TRACK SHOWN 1-3, SHEETS 6-8 FOR DP IT (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED as complying with the Florida Building Code 31 NOA-No. 17-0420.12 �CKRT Expiration Data /1712020 135' 14 5 61 I--32 iO3 �+ yEXTERIOR 81 `\��111111111j1', 135' INSIDE OORNBR Ps • • �' `i� O® 47M&C S No. 59705 041P 000 00 0 4P 0 0411, -'-p rte/ AOS•. Srk O :400 HcOzoN4 SECJ76N • AILS, CORNERS S,ONAL �NCG • • -SERFES 7M ALVA; S6D- LM IMPACT n..: A. LYNN MILLER, P.E. SGO.7M NTS 19• 22 • PGT0130 C REA 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item D�GT# PGT# Description 1 11305 617306 2 -TRACK HEAD 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAL 3 17309 617309 3 -TRACK HEAD 4 17312 - 817312 4 -TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB ADD-ON 7 17304 817304 2 -TRACK SILL 8 17301 617301 2 -TRACK SILL WITH SCREEN RAL 9 17307 817307 3 -TRACK SILL 10 17310 617310 4 -TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT - 12 17315 617315 FRAME SILL SCREEN ADD-ON (SEE NOTE 3) 13 17316 817316 FRAME SILL SCREEN ENDADOON (SEE NOTE S)-- 14 17305 617305 2 -TRACK JAMB 15 17302 817302 2 -TRACK JAMB WITH SCREEN RAL 16 17308 617308 3 -TRACK JAMB 17 17311 817311 4 -TRACK JAMB 18 17322 617322 S&L RISER -FLAT, FLUSH, 1-12" 19 17319 617319 SILL RISER - BOX FLUSH, 1-12' 20 17321 617321 SILL RISER - FLAT, LOW, 2-172" 21 17318 617318 SILL RISER - BOX LOW, 2-12" 22 17355 617355 SILL RISER -FLAT, MEDIUM, 3-174' 23 17354 617354 SILL RISER -BOX MEDIUM, 3-1/4' 24 17323 617323 SILL RISER -FLAT, HIGH, 4- 25 17320 877320 SILL RISER - BOX HIGH, 4- 26 17333 617333 POCKETP-HOOK 27 7070 67010 NEOPRENE BULB WSTP FOR P -HOOK 28 17334 617334 POCKET PNOOK MOUNT 29 17335 617335 P-HOOKCOVER 30 17348 617348POCKET P+100K FOR BOX RISER 31 17378 617378 135 CORNER 32 17376 517376 1135 FRED MOUNT 78178 HANDLE KIT- RECESSED EXTERIOR PULL ITEMS 4053 ARE SCREEN PARTS: 40 4319 612258 SCREEN SIDE RAIL -LOCKSTLE 41 WSTP, .270 X.170 -FIN SEAL TLOCKWGSK SCREEN LOCKSET 42 84086 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 84428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAL 46 4318 612257 SCREEN BOTTOM RAL 47 668 7SRAZ STANOARDROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE -.1651 52 1694 61694 SCREEN SPLINE -.150" 53 818/6C20 SCREEN CLOTH 54 1725 12" X4" X 1/18" SET. BLOCK, NEOPRENE 85 H5 55 1726 1- X4' X1/l8' SET. BLOCK NEOPRENE 85 HS I JR 1 0405117 1 C I NO CHANGES THIS SHEET. I Item pWG # PGT# Description 60 17325 617325 PANEL STILE 61 17326 817326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCKADAPTOR 63 1225 UM248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 05 17328 617328 INTERLOCK SCREW COVER 87 17329 617329 ASTRAGAL 68 17339 817339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (K*CTION MOLDED) 71 7895 71695 1-1/51 X 1' X3+4" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY, 74 SILICONE DOW -899, DOW -995 OR GE -77W 75 8185 78185X GEMINI MORTICE 3 -PLY DUAL LOCK W/LONO TRIM PLATE 76 71032XIFPFX 81032 X 1" FL SS SCREW W/ TYPE 'F" TIP ' 77 71OW39 1032 STEEL ZINC U44UT 79 17357 617357 V IG BEAD 80 17359 617359 7116" BEAD / FDED PANEL CLP 81 " 17300 617360 9/16" BEAD 82 1224 BTP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE INC, 1/7 X1116" SGL SIDE ADH. TAPE, POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG - 101 72087 .NMB BUMPER 102 1096 71096 DUST PLUG 103 8186 78186X 1"KEEPER 104 853 7SOKEEP SCREEN LOCK KEEPER 105 17344 817344 FDED PANEL CLP - 6' LONG 106 .17352 617352 FOED PANEL RETAINER- 9716' 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 709 1731 78162SN HANDLE KIT -RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710X74PPSDAX 810 X314" PH: PN. TEK - S.S. 112 1235 67516 WSTP, .270 X.170 -FIN SEAL 113 1712 84086 .187"X23("FNSEAL 114 71OX115PPX 810 X 1-172" 115 710)(1 -PT 810 X 1' 116 720XIX #14-20 X V S.S. 117 72OXI 12X #41-20X1-1151S.S. 118 17336 617338 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 720 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 FDED PANEL RETAINER, 7/8" 070TE'C/NOLOGYORM N VENICE, FE 34276 (941)480.1600 CERT. OFAUTH #29298 oowawoeam AGTI•f.•1n4i, O,C .w.R•naaud�m • • 00: •• • • • • • • • •• ••• •• • • • •• PARTS u • SE �� • SOD -770 00 • • $.-Sr:f IMPACT 2;*- 22 PGTO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1) ALL ALUMINUM = 6063 -TIS 2) ITEMS # 33-39, 56-59, 66, 78, 8499, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3116" MASONRY ANCHORS (4124" MAX. O.C. PRODUCT REVISED as complying with the Florida Bulldin9 Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 1111111111/1/77 �'41•'' 1•ICENSF •' /((�� * J No. 58705 / /"ONAL IENG �. A. LYNN MILLER, P.E. P.E.# $8705 5.069" 8.562" 0.080" 1.211" 1.505" 0.081" to O2 -TRACK HEAD 4 -TRACK SILL (6063-T6 AL) (6063-T6 AL) 6.198" -y -M --I 0.081" O2 2 -TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 6.526' 0.080" J4=r, -J 1.505' O3 -TRACK SILL (6063-T6 AL) 7.105' 6.22 0. 0.080" nT 1.21 yy 1" 1.505" ni _L 0.081" O 3 -TRACK HEAD O 2 -TRACK SILL W/ SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 9.142" 4.49' 0.080" 1.2111" 5�1 1.605" 1"5" _f 0.081" Oq 4 -TRACK HEAD O7 2 -TRACK SILL (6063-T6 AL) (6063-T6 AL) - ►1 1.514' 1.260" y D.O60' O6 FRAME HEAD/JAMB SCREEN ADD-ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 0.062" 0.532" 1.516' CFRAME SILL SCREEN 12 ADD -0N (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. I JR 1 0~7 1 C 1 NO CHANGES TMS SHEET. 1 ' 0.060" 0.760" 1.990" FRAME SILL SCREN? to END ADD-ON • (6063-T6 AL) • • REQUIRES MIN. #10KWS OR 3/16" MASONRY ANCHORS @ 24' MAX. O.C. 1070TECHNOLOOYDRM N. VENICE, FL 34276 (941) 440-1600 CERT. OFAL TH #29290 18" 2 -TRACK JAMB W1 t5 SCREEN TRACK (6063-T6 AL) 1.36" -U -►{ 1.872" I 0.062' 1.019" 0.081" SCREEN 40 STILE (6063-T6 AL) 5.069" I+-- 1.045" I � 1.993" 0.062" 8to 2-TRACKJAMB 45 SCREEN TOP RAIL (6063-T6 AL) (6063-T6 AL) •• 17 4 -TRACK JAMB (6063-T6 AL) •• • ?' S D• LM IMPACT wax> 21 • + 22 • PGT0130 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �-1 I�•� 0.875' 1.99x3""F I L��11L1�_- 0.062' SCREEN BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0420.12 Expiration Data BY % `�. SON I I IIv/v i No. 58705 I =*r t SA S[ ZORIO ' SOVAL � ,� �. IIIIIII w" A. LYNN MIL ER P.E. P.E.9 58706 0.718" -I 0.83" 3.802" � 2.304' � 0.752" 7LI41 3.802" �1 0.752" 0.885' 0.574" 1.163"I 0.062" 0.796" r 1 0.060" 0.062" 0.062" FRAME SILL 0.075` p -HOOK MOUNTING 0 2 P HOOK SCREW 5 11 zs P -HOOK 28 29 3o P -HOOK FOR BOX RISER SCREW COVER TRACK OADAPTOR OCOVER 0.080" 0 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) .155"92.44" 0" 1.488" 0.080 .080" 1.870" .016' 31 135" CORNER32 135" FIXED MOUNT (6063-T6 AL) (6063-T6 AL) 3.979' 0.075" 1.645" 0.125" s7 STANDARD ASTRAGAL (6063-T6 AL) 4" 0.062" T1�6fI00 1 - 3.125" 0.281" -4 se HEAVY DUTY ASTRAGA (6063-T6 AL) 1.003" W" 0.050" 0.080 105 FIXED PANEL CLIP 0.709' (6063-T6 AL) .550" -+10.8133 0.709" 123 FIXED PANEL RETAINER, 7/8' 0.080" --I:;=-f (6063-T6 AL) FIXED PANEL 106 RETAINER, 9116` (6063-T6 AL) OSTANDARD STILE (6063-T6 AL) 0.133" 1.600 [.-_=3.125"- 81 HEAVY DUTY STILE (6063-T6 AL) 4.125" n 1.645" 0.062" 1.304' 3.25" --I L s9 TOP/BOTTOM RAIL (6063-T6 AL) 1.739" 0.062" 1.888" 62 INTERLOCK AOT (6063-T6 AL) 1.303' 0.325" 0.062" ss INTERLOCK SCREW COVER (6063-T6 AL) 1.050" 1-0 1.060" (-- 1.050" r� .289" .611" I .485' Q45` 045" � .045" (+ OGLAZING 07/16" GLAZING 09/16" GLAZING 79 BEAD (I.G.) 60 BEAD, FIXED 61 BEAD PRODUCT REVISED (6063-T6 AL) PANEL CLIP (6063 -TB AL) a8ui1din0 ii^y with the Florida (6063-T6 AL) NOA-No" 17-0420.12 expiration Data 02/17/2020 1.03" 4" 2.893" 1.498" 0.133` .498" 0.060" L 5.621" - E0.133" - 4" - 5.621• • • • • • • N291l0"4NS DE CORNER ASTRAGAL 2.826 119 90' OUTSIDE CO!F&R ASTRtAL • 0 • • W 5.621TIAL) 116 90` CORNER RECEIVER (6063 T6 AL) • • • • •• • •• • • • • • • •• ••• ••• (8063-T6 AL) lam LEGMNOLOOYO • • 00" •• M VEMCE, FL 34V5 (941)490-1600 � CERT. OFA911L rM96 • 041OW17 C NO CHANGES THIS SHEET. • • mrnaawroanl 010114 =1 " VD-ILLbf IMPACT 22 • PGT0130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 ok Y LYNN OCENS, `, <' * No. 58705 ! n ''.;SNX- "ONAL A. L11181b►AILLEt� A.E P.EX 58M5 FLORIDA ADVANCED PROPERTIES, INC. P.O. Box 770010 Miami, FL 33177 T: 305.233.5959 1 F: 1.305.517.3417 FloridaAdvanced PROPERT[ES SHORES VILLAS CONDOMINIUM ASSOCIATION, INC. September 18, 2019 STOBS, BETH 9031 NE 4 AVE RD unit 9031 MIAMI SHORES, FL 33138 Re: Acct: # 9031.00 / 9031 NE 4 AVE RD unit 9031 Please be advised that the Board of Directors for the above mentioned community has APPROVED your Architectural Modification Form request as per submitted documentation: ACC FORM APPROVED To replace east and west sliding glass doors with Impact doors as per submitted in the ACC form. Your approval is subject to the following: You cannot begin construction, alteration or modification until you have obtained the appropriate and necessary permits from Miami Dade County Building and Zoning Department. Please send us a copy of these permits for the Association's records. We thank you for your cooperation in complying with the governing documents of your Association. Should you have any questions, please do not hesitate to contact me at Aeamundi@FloridaAdvanced.com or at the office at the number listed above. Sincerely, FOR BOARD OF DIRECTORS 3'e -X Felix Giralt, LCAM Property Manager