The URL can be used to link to this page

WS-18-2361Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Da Parcel Number Permit NO.: WS-9-18-2361 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved 09/26/2018 Expiration: 03/13/2019 Project 1180 NE 100 ST, Miami Shores , FL 33138 1132050190390 <NONE> Contacts NOEMI LA HOZ 1180 NE 100 ST, MIAMI SHORES, FL 33138 Owner BRENDA CHIABRA 1180 NE 100 ST, MIAMI SHORES, FL 33138 (786)319-5218 Applicant BRENDA CHIABRA 1180 NE 100 ST, MIAMI SHORES, FL 33138 (786)319-5218 Owner ALPHA IMPACT WINDOWS AND DOORS (954)781-5180 Contractor Description: REPLACING 16 WINDOWS 1 DOOR AND 1 GARAGE DOOR ALL IMPACT Fees Amount CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: $11.40 $4.20 $2.80 $3.80 $280.00 $9.00 $15.20 $326.40 Valuation: $ 18,778.00 Total Sq Feet: 0.00 Payments Total Fees Check # 5284 Check # 5338 Amount Due: Amt Paid $326.40 $50.00 $276.40 $0.00 Inspection Requests: 305762-4949 Inspections: Inspection Type Framing Building Final Review Building Permit Received By Date Building Department Copy 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 ction and zoning. Futhermore I authorize the abo e named contractor to do the work stated. 5+eba sae) q/z Q?r Applicant / Contractor / Agent Date Authorized Signature: Owner September 26, 2018 Page 2 of 4 4\ \ —[\ \ 9 \,A\ BUILDING PERMIT APPLICATION UILDING PLUMBING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ELECTRIC ❑ ROOFING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: ' \ I City: Miami Shores County: RECEIVED SEP052010 Q-1 FBC 201r Master Permit No. WS is - 2(.0 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION, ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: Folio/Parcel#: S''0 t.Q ' CY2-P1 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1 VOCYY1' 1 Let \ADZ, Phone#: Addr`es�s: 4 1 13f U State: L Tenant/Lessee Name: Email: Zip: Phone#: CONTRA • : Company Name: ddress: O W QY%tuL City VIXV r.� State:' tate' Qualifier Name: I'Q —11Typ Phone#ay9 U .sxn Zip: �^/ Phonesr1OL�\ LCSO State Certification or Registration #: CC=CAyk Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for this Permit: $ 1?) 779 Square/Linear Footage of Work: Type of Work: El Addition ❑ Alteration ❑ New tgRepair/Replace Description of Work: D,\\\\r State: Zip: ❑ Demolition ra Specify color of color thru tile: Submittal Fee $ Permit Fee $ 2t j� • Q CCF $ Scanning Fee $ Radon Fee $ 2' Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ /� CO/CC $ DBPR $ 4, 26 Notary $ TOTAL FEE NOW DUE$ ?a% •4t (Revised02/24/2014) Bonling CbmpanQ ® Name (if applicable) BonOng CompanL0A00re0D Oty Rate Zp MorE jage Lenfer'OName (if applicable) MorEj age LenEler'UA€]Orefe Oty Gate Zp Application is hereby male 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 B_1'TRIO ftUMBING, SGNS POOL RJFiNACES BOUM HEATIRS TANKS AIR CONDITIONERS EIC.... OD NER'S ARRDAVIT: 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. " 0 ARNI NG TO OD NBA YOUR FAI LURE TO RBIORD A NOTICE OF OOM M B\ICBVI ENT M AY RESULT I N YOUR PAYING TWICE FOR I M PROVBVI E'ITS TO YOUR PROPERTY. IF YOU I NTBND TO OBTAI N R NAND NG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RIMORDI NG YOUR NOIICEOFOOM M BVCBVI ENT." Notice to Applicant: Asa 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 who property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job dte for the first inspection which oo urs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinapection fee will be charged. Sgnature OWNBRor AGENT The foregoing instrument was acknowledged before me this Flo day of - `11 20 k 4 , by CM1Q who isper&na11y known to me or who has produced `) i L 1 CrA/S-fC. as identification and who did take an oath. NOTARY PUBU Sgn. Rint: ( 1 15 r. S3al: somas ism somarattPasms 014 ZZOZ `0£ IAN se#13 01 Z£t£ZZ JJ * uoissPo3 2f3140St 1331 oNI a+ OONVTAACfOR The foregoing instrurr,ent was acknowledged before m day of me or who has produced as identification and who did take an oath. NOT *„ VIC KIMBERLYJWGEFj Commission $. G 2t9424 �v,2022 Sgn: Print: dal: ************************************************************************************************************ APPROVE BY Flans Examiner Zoning (I vised02/24/2014) Rructural Ffzview Clerk 9/5/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3205-019-0390 Property Address: 1180NE100ST Miami Shores, FL 33138-2602 Owner NOEMI E LA HOZ Mailing Address 1180 NE 100 ST MIAMI, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,739 Sq.Ft Living Area 2,148 Sq.Ft Adjusted Area 2,395 Sq.Ft Lot Size 10,909.92 Sq.Ft Year Built 1951 Assessment Information Year 2018 2017 2016 Land Value $392,415 $392,415 $365,840 Building Value $191,685 $208,639 $210,258 XF Value $2,256 $2,283 $2,311 Market Value $586,356 $603,337 $578,409 Assessed Value $425,906 $417,146 $408,567 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $160,450 $186,191 $169,842 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption _$25,000 $25,000 $25,000 Widow Exemption $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (.e. County, School Board, City, Regional). Short Legal Description 5 53 42 MIAMI SHORES SEC 8 REV PB 43-67 LOT 3 BLK 178 LOT SIZE IRREGULAR OR 19770-0394 06 2001 1 Generated On : 9/5/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,500 $50,500 $50,500 Taxable Value $375,406 $366,646 $358,067 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value $400,406 $391,646 $383,067 City Exemption Value $50,500 $50,500 $50,500 Taxable Value $375,406 $366,646 $358,067 Regional Exemption Value $50,500 $50,500 $50,500 • Taxable Value $375,406 $366,646 $358,067 Sales Information Previous Sale price OR e Book - Page Qualification Description 12/30/2011 $399,515 27946-3490 Corrective, tax or QCD; min consideration 08/02/2010 $499,550 27379-2405 , Qual by exam of deed 06/01/2001 $339,000 19770-0394 Sales which are qualified 08/01/1998 $244,000 18229-2007 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 County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 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: Qualifier/Owner Signature Date Print Name ALPH WINDOWS AND DOORS 6/26/2018 SALES AGREEMENT Florida State License SCC131151122 Licensed and. Insured Office: 1-866-64-ALPHA (25742) www.AlphaImpactWindows.com Customer Name: Street Address: City, State, Zip: Phone 1: Phone 2: Noemi La Hoz 1180 NE 100th St Miami Shores 33138 305.799.2362 Estimated Delivery*: Construction Type: Comments: Special Instructions: Email: 90 Days — 120 days Chiabra24@gmail.com Yes No Description X 1. Job site delivery. X 2. Protect and cover surface and work areas, distribute all units to required location. X 3. Remove & dispose existing units; cleanup construction debris. X 4. Install new units plumb, level, and square to industry standards in accordance to the specific NOA. X 5. Minor interior plaster patch and exterior stucco patch as required. X 6. Interior wood trim and/or casings. X 7. Building permit and standard engineering. Schedule inspection and assign personnel to attend fmal inspection day. X 8. Interior and exterior perimeter caulking. X 9. Window Bucking if required. X 10. Masonry blocks work or concrete cutting. X 11. Scaffolding, lift trucks or cranes. X 12. Labor Warranty: 3 Years. X 13. Transferable Manufacture Warranty. 14. Remove and dispose of existing shutters * Estimated Lead Time from Date of Building Permit Approval. ** Contract price doesn't INCLUDE city fees, engineering fees, these are to be paid by Alpha Impact Windows & Doors and added to second payment for reimbursement. Lost or damaged permit will result in additional charge to the client. Payment Schedule Total Contract Amount: $18,778.83 r Initial Deposit: $9,389.42 check Upon Delivery of Materials to Job Site: $7,511.53 check Upon Final Inspection Approval: $1,877.88 check FOR FINANCED PROJECTS - CUSTOMER HAS SELECTED TO BE FINANCED THROUGH THE GREEN CORRIDOR PROPERTY ASSESSMENT CLEAN ENERGY (PACE) DISTRICT WHICH REQUIRES ALPHA IMPACT WINDOWS & DOORS TO FUND THE COSTS OF CONSTRUCTION AND INSTALLATION THROUGH FINAL INSPECTION OF THE PROJECT. CUSTOMER HEREBY AGREES TO SIGN AND PROVIDE TO THE COMPANY THE YGRENE FUNDING DOCUMENTS (Owner Agreement, Completion Certificate and Assignment of Rights to Receive Financing) UPON DELIVERY OF THE MATERIALS TO THE JOB SITE. THE COMPANY AGREES THAT THE DOCUMENTS SHALL ONLY BE FORWARDED TO THE YGRENE ENERGY FUND UPON FINAL INSPECTION APPROVAL OF THE PROJECT. ALPHA IMPACT WINDOWS &DOORS AND THE CUSTOMER AGREE TO THE TERMS SET FORTH ON THE FRONT OF THIS CONTRACT AND THE TERMS AND CONDITIONS TYPED AT THE SECOND PAGE OF THIS CONTRACT. BY SIGNING BELOW, THE CUSTOMER CERTIFIES THAT HE/SHE HAS READ, UNDERSTANDS, ACCEPTS AND HAS RECEIVED A COPY OF THIS CONTRACT. Agrd Acte ustomer: ature Q ) Print Spouse Print Date Date Alpha Im + . ct Wind nature Date rs: Order Subject to the Approval of Management. Contract Will Not Be Valid Without Signature of Company Officer. 1 9/5/2018 Miami -Dade Official Records - Print Document Prepared By and Return To: Noemi E. La Hoz and Dante Chiabra and Brenda Chiabra 1 180 NE 100th Street Miami, FL 33138 APN: 11-3205-019-0390 QUITCLAIM DEED CFN: 20180427900 BOOK 31061 PAGE 3357 DATE:07/17/2018 01:03:32 PM DEED DOC 1,343.40 SURTAX 1,007.55 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY FOR VALUABLE CONSIDERATION OF TWO HUNDRED AND TWENTY THREE THOUSAND EIGHT HUNDRED AND FIFTY DOLLARS ($223,850.00), cash in hand paid, the receipt of which is hereby acknowledged, NOEMI E. LA HOZ, A SINGLE WOMAN, of 1 180 NE 100th Street, Miami, FL 33138, hereinafter referred to as "Grantor", does hereby REMISE(S), RELEASE(S) AND QUITCLAIM(S) unto NOEMI E. LA HOZ, A SINGLE WOMAN, AND DANTE CHIABRA AND BRENDA CHIABRA, HUSBAND AND WIFE, AS JOINT TENANTS WITH RIGHT OF SURVIVORSHIP , of 1 180 NE 100th Street Miami, FL 33138, hereinafter referred to as "Grantee". The following lands and real property, together with all improvements located thereon, situated in the County of Miami -Dade, State of Florida, and as more particularly described to wit: THE I..AND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MIAMI-DADE, CITY OF MIAMI, STATE OF FLORIDA, AND IS DESCRIBED AS FOLLOWS: LOT 3, BLOCK 178, OF REVISED PLAT OF TRACTS 175A, 175B, 175C, I76A, 17613, 176C, 177A„ 177B AND 178A, OF THE REVISED PLAT OF MIAMI SHORES SECTION EIGHT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, AT PAGE 67, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PARCEL ID #11-3205-019-0390 THIS BEING THE SAME PROPERTY CONVEYED TO NOEMI E. LA 1-IOZ, A SINGLE WOMAN FROM TOMAS DATORRE, A SINGLE MAN IN A DEED DATED DECEMBER 30, 2011 AND RECORDED DECEMBER 30, 2011. IN BOOK 27946 PAGE 3490. Commonly known as 1180 NE 100th Street, Miami, FL 33138 (THE REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK) Page 1 of 2 https://www2.miami-dadeclerk.com/officialrecords/PrintDocument.aspx?QS=YaoUfOzxry2egT58GGKh8%2bjAvelgA7YyFUr2zL6BzcJviEPwbygF7jEU... 1/2 9/5/2018 Miami -Dade Official Records - Print Document CFN: 20180427900 BOOK 31061 PAGE 3358 SUBJECT TO COVENANTS, RESTRICTIONS, EASEMENTS and RESERVATIONS of record, if any. However, this reference does not operate to reimpose same. SUBJECT TO zoning ordinances that may affect subject property. SUBJECT TO taxes for the year 2013 and Subsequent Years. SUBJECT TO all easements, rights -of -way, protective covenants and mineral reservation of record, if any. WITNEJ the Grantor's hal d't is the :7) q� day of ;./t, 20 /6 Witnw s Print Name: ness 5_1-6t \' \ �►` tv1VA. PrintWitN� mew 1') ,,f, / + MI E. LA 8 100th St N I-IOZ 1Street Miami. FL 33138 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this / q day of 5o tor 20 C y by, /✓O ,~1i jr L..* yp , who is/are personally known to me or who has/have pre ced 11 r'V vW (c'C ex) s GJ as identification.. otai. (No tar INGRID O'Ndll NotaryPubli Sate of Florida Comm a on GG 152288 My Comm r :Dec0.2021 e r9td;M-Lgt ACcaralAmC'YAW.. Printed Name: INGRID O'NEILL My Commission Number: r -G- I C oZ-�Y My Commission Expires: / ../ / Zc - 1 MAII,'TAX STATEMENTS AS DIRECTED ABOVF Page 2 of 2 https://www2. miami-dadeclerk.com/officialrecords/PrintDocument.aspx?QS=YaoUfOzxry2egT58GGKh8%2bjAvelgA7YyFUr2zL6BzcJviEPwbygF7j EU ... 2/2 9.Horizontal Roller Window 74"x 50 5/8" 75/-75 NOA 17-0411.06 11.Horizontal Roller Window 37" x 50 5/8" 75/-75 NOA 17-0411.06 10.Horizontal Roller Window 35 3/4"x 37 3/4" 75/-75 NOA 17-0411.06 HS �8-23 col La Hoz Residence 1180 NE 100 ST 8.Horizontal Roller Window 74"x 50 5/8" 75/-75 NOA 17-0411.06 i 13. Single Fiberglass Door 33 1/2" x 80 5/8" 75/-75 FL 15210.1 7. Horizontal Roller Window 74"x 50 5/8" 75/-75 NOA 17-0411.06 BEDROOM BATHROOM BEDROOM 1 a (2) Single Casement Windows 35.75" x 50 3/8" 70/-89.2 NOA 17-0614.14 14. Grage Door 8'x7' 50/-60 NOA 17-1018.13 GARAGE DINING ROOM RECEIVED SEP052018 4H-4-1 2-2a (2) Single Casement Windows 35.75" x 50 3/8" 70/-89.2 NOA 17-0614.14 PLEASE SEE ATTACHED ENGINEERING 5. Horizontal Roller Window 36 3/4"x 37 7/8" 75/-75 NOA 17-0411.06 4-4a (2) Single Casement Windows . 35.75" x 50 3/8" 70/-89.2 • • • •• • • 12.Horizontal Roller Window 32 1/4" x 47 1/4" _75/-75 NOA 17-0411.06 •••• • • •�•• • •• • • • • • • • • • „ •• • • •••• 1••• • • • • • • • G Me►izontal Rdlerl4indow ••••I(1l'CHEN •�•e5/- 517-0411.06 • • 8" • A'OA • • • • • • • • • • • • •• • BATHROOM BEDROOM • • • •• • • • • • • •• • 3-3a (2) Single Casement Windows 35.75" x 50 3/8" 70/-89.2 NOA 17-0614.14 SUBJECT 10 CCMPUANCE WITH ALL FEDERAL STATE ANU CCUNI'f RULES AND REGULATIONS .t INNOVATIVE ENGINEERING & DESIGN, PLLC DADE - BROWARD - PALM BEACH August 14, 2018 James Hall Alpha Impact Windows and Doors 590 SW 9th Terrace Suite #1 Pompano Beach, FL 33069 Re: LA HOZ RESIDENCE, 1180 NE 100 STREET, MIAMI SHORES, FL PRECAST CONCRETE BUCK MODIFICATION Dear Mr. Hall, Pursuant to your request we have analyzed the proposed installation of the new impact windows into the existing precast concrete openings at the above -mentioned project. The existing precast openings have a concrete "lip" or tame WJiere the original non -impact window system was installed (Fig 1.). Due to the fact that the new impact trincktyl glass thtl•itames afe • •: • thicker and wider, the existing concrete buck does not fully support the entire window frame. • • ' ..•. • We recommend installing a new lx pressure treated Southern Yellow pine strip (3/4" minimum 14.1dtfij along the i$terior sick,...: of the existing concrete buck, providing full window frame support (Fig. 2, see figure for installatiplij • • . . • • • • . ••.. •.•• EXISTING PRE -CAST CONCRETE EXISTNG WINDOW FRANE 'BUCK' EXISTING PRECAST CONCRETE WINDOW OPENING. EXISTING MASONRY STRUCTURE Figure 1. EXISTING PRE -CAST CONCRETE 'BUCK' EXISTING PRE -CAST CONCRETE WINDOW OPENING. EXISTING MASONRY STRUCTURE Figure 2. . • • 1141:P.T. BUCK STRIP. RIP TO PRONDE • . FULL WINDOW FRAME SUPPORT (i' MIN. KLW1I. • • • • FASTEN W/ 4-0 x 1• j'•,,'LIRMNS 0 lc �I C. • • AlAIN 3' OF [ACH END. PRE -DRILL • • • • 40 PRE4ENT SPLRTINF. GF NICK MATERIAL •'/ f' BN.. (1 4' MIN. EUBED..02 •ISA ACING.) We find that this installation is capable of supporting the design loads and is in accordance with the provisions of the 2017 Florida Building Code, 6th Edition. ED Respectfully submitted, \-G4RO , Innovative Engineering & L s 1 L V;v =2• Spencer Ledgard, PE = tL President of Engineering State of Florida: 'j, .p Registered Professional EngirY,, Certificate of Authorization: 1 KEY PLAN SCALE: N.T.S. 48"x60" MAX. WINDOW DIMENSIONS INSPECTOR NOTE STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA BUILDING CODE AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH SECTION 503 OF THE EXISTING BUILDING CODE. NOTES 1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 Y4" MIN. EMBEDMENT, 2 )¢" MIN. EDGE DIST.) 2. ALUMINUM SHALL BE 6063-T6 MIN. 3. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 4. WATERPROOFING, BY OTHERS. 5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 7. STEEL COLUMN TO BE WRAPPED IN 15LB FELT PAPER (OR OTHER APPROVED ISOLATION METHODS) TO SEPARATE DISSIMILAR METALS WITH ROOFER'S MASTIC AT ALL 8. NOTIFY THIS ENGINEER. t1 FIY DISCREPANCIES. EXISTING STEEL CORNER POST i" ALUMINUM BREAK METAL ALUMINUM JAMB TUBES, SEE DETAIL 48"x60" MAX. WINDOW DIMENSIONS EXISTING CONCRETE/MASONRY STRUCTURE • • •••• • • • • •• • • •• • • • • • •••• • • • • •••• • • •••• • • •• • a... •••• • • • •• •• • • • • ••• •. •• • • • • • • • • • • • • . • • •• . .• • • • . •. . PARTIAL ELEVATION SCALE: 3" = 1'-0" CLIENT INFORMATION ALPHA IMPACT WINDOWS 590 SW 9TH TERRACE SUITE #1 POMPANO BEACH, FL PROJECT INFORMATION LA HOZ RESIDENCE 1180 NE 100TH STREET MIAMI SHORES, FL EXISTING CORNER POST JAMB TUBE DETAILS INNOVATIVE ENGINEERING & DESIGN 303 E. WOOLBRIGHT RD. SUITE *253 BOYNTON BEACH, FL 33435 FL CA" 32751 PHONE: (954)-661-3471 FIELD MODIFIED ALUM. TUBE CLIP ATTACHED TOP AND BOTTOM TO: *CONCRETE W/ (3) i"0 TAPCONS (ACHIEVE 1i" MIN. EMBEDMENT, 2i" MIN. EDGE DIST.) SEAMS. •• • i••• •• • • • • • • • • • • • • ••.• . • •••• ••o • • • • •• •. • • • (V • • • • •••. • • •. • 3 • • • • • EXISTING iR4DiJNOiSTEEL cOIJR Post • . • • •• 2" 1, 2" 1 1 x3xi" 6063-T6 ALUMINUM TUBE ATTACHED W/ CLIPS TOP AND BTW. FASTEN CLIP TO TUBE W/ (3) #8 x 1" FH TEK SCREWS. 1 x4xr 6063-T6 ALUMINUM TUBE ATTA W/ CLIPS TOP AND . ♦ TYPICAL JAMB TUBE BUILD OUT DETAIei3O SCALE: 6" = 1'-0" S1 OF 1 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.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONE4 PRESSURES Mean DESIGN PRESSURES (PSF) - Z E 4 Roof Tributary Area (Sq Ft : Height 10 20 30 40 j (`SOr -43.4�-41.6 -40.6 -39. 0-i5ft +40. +38,2 +37.2 +36. 3 ` 18 ft -45.1 -43.3 -42.2 -41.4`0. +41.6 +39.7 +38.6 +37.9 +37.3 20 ft -46.2 -44.2 -43.1 -42.3 -41.7 +42.6 +40.6 +39.5 +38.7 +38.1 25 ft -48.4 -46.4 -45.2 -44.4 -43.7 +44.6 +42.6 +41.4 +40.6 +39.9 30 ft -50.3 -48.2 -47.0 -46.1 -45.4 +46.3 +44.3 +43.0 +42.2 +41.5 35 ft -51.9 -49.8 -48.5 -47.6 -46.9 +47.9 +45.7 +44.5 +43.6 +42.9 40 ft -53.4 -51.2 -49.9 -49.0 -48.3 +49.2 +47.0 +45.7 +44.8 +44.1 45 ft -54.8 -52.5 -51.1 -50.2 -49.5 +50.5 +48.2 +46.9 +45.9 +45.2 50 ft -56.0 -53.7 -52.3 -51.3 -50.6 +51.6 +49.3 +47.9 +47.0 +46.2 55 ft -57.1 -54.7 -53.4 -52.4 -51.6 +52.7 +50.3 +48.9 +47.9 +47.1 -58.2 -55.8 -54.3 -53.3= =52,U 60 ft +53.6 +51.2 +49.8 +48.8 �+48 U EXTERIOR ZONES PRESSURES Mean DESIGN PRESSURES (PSF) - ZO E 5 C f Tributary Area (Sq Ft) 3 Fight 10 20 30 40 50 5 ft -53. -50.0 -47.9 -46.4 -45.2 � +40. +38.2 +37.2 +36.4 +35.9 -55.7 -52.0 -49.8 -48.2 -47.0 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 20 ft -57.0 -53.1 -50.9 -49.3 -48.1 +42.6 +40.6 +39.5 +38.7 +38.1 25 ft -59.7 -55.7 -53.3 -51.7 -50.4 +44.6 +42.6 +41.4 +40.6 +39.9 30 ft -62.1 -57.9 -55.4 -53.7 -52.44- +46.3 +44.3 +43.0 --'-'412; ++41.5 -64.1 -59.8 -57.3 - 35 ft +47.9 +45.7 +44.5 + , 2,9 40 ft -65.9 +49.2 -61.5 +47.0 -58.9 +45.7 7, _5!6 "`L,, 45 ft -67.6 -63.0 -60.4 -58.5 -57: g +50.5 +48.2 +46.9 +45.9 +45.2 50 ft -69.1 -64.4 -61.7 -59.8 -58.3 +51.6 +49.3 +47.9 +47.0 +46.2 55 ft -70.5 -65.8 -63.0 -61.0 -59.5 +52.7 +50.3 +48.9 +47,9 +47.1 ft -71.8 -67.0 -64.1 -62.1 -60.6 �.� l +53.6 +51.2 +49.8 +48.8 +48.0 INTERIOR ZONE, EXTERIOR ZONGHT EXPLAINED a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF M-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 2 ROOF HEIGHT tA m m z in ELEVATION iTi-LTSdW-00 COPYRIGHT ENGINEERING EXPRESS® REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/12 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 UPDATES, 2017 FBC FLB FLB 12/17 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. PEAK ROOF HEIGHT MEAN ROOF HEIGHT WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH 60' BASED ON Kd } 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: (1> IDENTIFY THE ZONE OF THE OPENING�lf9•iNXE OR -(ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE BELOW LEFT OR INFOR ON_'_Pl 0VIDEO � -, 1.1. ANY QUESTIONABLEI P , -T BE-CONSID D THE MORE CRITICAL (EXTERIOR) ZONE ^5 ERS. Y / IDENTIFY THE BUILDING M I VE F _ T FROM THE LOWEST GROUND ELEVATION. IF THE MEAN ROOF HEIGHT CANNT�� FI D, PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UPOOF H TON jT E VALUE. �2. VALID FOR ALL ROO �S ES+FOR SLOPS EE AN ENGINEER FOR REDUCTIONS. \3.JCALCULATE THE TRIBUTARY AREA._ OPE N I t1 STION AS THE GREATER OF (HEIGHT * W TH) OR THE SPAN LENGTH (HEIGHT)--- 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 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. \aJ READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY I J 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. ERAL 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. 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 sTHAN 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 USTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPUCABILITY OF THE USE OF THESE TABLES IS 10. THIS SPECIFICATION DOES NOT FFER-A ,,PROD SUBMITTED TEST CRITERIA AND OTH R LS-FOR DESIG OF THESE TABLE VALUES WHICH IS TO BE'WIC .E' 11. ADHERE TO ALL LOCAL IMPACT PROSE EM • �' 12. NO CERTIFICATION IS OFFEREDFO 13. EXCEPT AS EXPRESSLY PROVIDED I I LEAST HORIZONTAL DIMENSION • •• ••• COMPLEX CORNERS - ••• • C UT m Ut Z 41 O T T Tnmz=OC+pO�x�x rn>61mv�npm�m y4m�Dt/i )m v 03;-Ixx.. Tn7-mDs2arD-D xvzUODtfl or' 2mv1'2 �zonim>D4 zniZOzO,D- (DOcmrOf1,-,o OoDmANv>2 DDDim" G�zxm►�OD-- Op NmT.,',Ir2m 0m 2 m • 6TH EDITION ELQR?S�yi a11I�,D•IRJG CODE • • 201 • • • ASCE 7-10, CHAPTER 30 DESIGN LOe12 FQR C4M1)0lVEDITS St, CLARDING :MASTER Elfin VHE�T ; /per•• • •��i'yY• •7• •• • •• • •• D C m 2 2 m m A s ►11 (1 0 IA 2 0 LOB m� • z0 m�• 3 mO-I >• m0 oCz moo No -' D-HEREIN. VF,D CERTIFICATION. REFER TO ANY SEPARATELY NSTALLATION INFORMATION AND APPLICABILITY ACCORDANCE WITH GOVERNING CODES. ANCES. HOST STRUCTURE. ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ENGINEERING EXPRESS® coRPonAre OFFICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 (DESCRIPTION: Series `BR-710" Aluminum Horizontal Rolling Window — LelVE ! • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 3I5-2590 F (786) 315-2599 www.miamid ade.eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code.... This product is approved as described herein, and has been designed to comply with the Flori $t►ilding • Code, including the High Velocity Hurricane Zone.- • • • •• .. • • • •••• • • APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal IZ:iler Windoyv,,Ilnpact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by.ranufad4ux4ir,'signed . • .. and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product L'•oritrol Revfsion•stamps • • • • • with the Notice of Acceptance number and expiration date by the Miami -Dade •Goaaty Prodttet Oontrot • Section. • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name of logo••city„state,• model/series, and following statement: "Miami -Dade County Product Control Approved", unlesS'otfierwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. • • • .• NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL.897Q, dated••44716/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Ida'linis•Orte$a,•Pl. (Submitted under previous NOA No. 16-0714.13) •. • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20 j-;). k • • 2) Cyclic Wind Pressure Loading per FBC, TAS pA 94 • • • • • along with marked -up drawings and installation diagram of an Mrt alumintuV i horizontal sliding window, prepared by Fenestration Testing Labofa�ory, Inc Test . • Report No. FTL-5330, dated 07/18/07, signed and sealed by C4r1os Riouda, P.E. • (Submitted under NOA No. 07-0815.09) • • . . • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • . • • . • . 2) Uniform Static Air Pressure Test, Loading per FBC TAS'0/-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M. Plasencia, P.E. Pro: ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG.5th Edition (2014) and FBC-6th Edition (2017), dated 03/31/17 aid .e .ised on 067e/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.$.. • •. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resource4R).. • : • : .. .. .. . E. MATERIAL CERTIFICATIONS . . . 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Minstrel.® U1 z ar, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expi ngc'1e n 0710809. • • • • • • . . F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6tn Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.13) -72 ge M. Plasencia, P.E. Prod{ict Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07 0815.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and expiring on 12/21/21. • • • • • .. . . .•.. . ...• •.•• ... • . . .•.. • .. • . • • • • • . . •.• .. . . . • • . • • . . .. . • • • • • ... . . • •. . • • • . • • • . .. . • • . • . orge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E - 3 Anchor Group Anchor Type Frame Member Substrate Alin. Edge Distance Min. O.C, Distance Min. BBbedmentor Metal Thickness A #12, Steel SMS (Gr. 5), (min. of 3 threads beyond metal substrate) All Southern Pine (SG • 0.55) 9/16" 7/8" 1-318" 8083-T5 Aluminum 3/8" 9/18" 1/8" A38 Steel or Gr, 33 Steel Stud 3/8" 9/16" 0.045" (16 Ga) B 1/4" Elco UftmOcm D Jamb Follow Block (ASTM C90) 1-3/4" 0" 1-1/4" All Concrete (min. 2.85 kW) 1" 4" 1-3/4" Ali Southern Pine (SG = 0.55) 1" 1" 1-3/8" 114" 410 SS Eico Creteflex ® All Southern Pine (SG - 0.55) 1" 1" 13/8" C 1/4" 410 93 Elco CreteFlax ® Jamb Hollow Block, (ASTM C90) 2-1/2" 8" • • • • •1-141" • AU Concrete (min. 3.35 kal) 2-1/2" 46 N31e1" • s TABLE 2: Material Min. Fy Min. Fa Steel Screw 92 Its! 120 kW Elco UltteCan ® 155 ksi 177 kei 410 S9 Elco CretaF ex 0 127.4 ksl 189.7 kst 8063-T5 Aluminum 15 ksi 22 kW 8083-Te Aluminum 25 kal 30 ksl A36 Steel 36 Ks! 56 kid -- Gr. 33 Steel Stud 33 WI 45 kst • • • •• • • • GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). A 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GI ASS WITH A .090' PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090' PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .000' PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .09Q" PVB INTERLAYER. G. 13/18" LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090' PVB INTERLAYER. H. 13/16' LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GI ABS WITH A .090" PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF VB" OR 3/16" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. IC 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GI ASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. L. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO ULTRACON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. IMPACT RATING DESIGN PRESSURE RATING DIRGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE SHEET 8 LE 1: 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 SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST • BE #•12 IRIMQIHEAD. • • • • • • • • • • • • &DES / STANDARDS USED: • • • • • • • • • • 4• • • • • • • • •• • • •• • • • •• • •2017 FLORIDA BULDING CODE (FBC). MI EDITION . 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1 + I/AF i5 OR WOOD CONSTRUCTION • UMINU9 liESIG�M I1UAL, ADM-2015 • I 4/0042 • • • •A46C 360-b0 • • • • • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 4 CORNER DETAIL 4 PARTS LIST 6 EXTRUSIONS 6 INSTALLATION 7 DESIGN PRESSURES 8 ANCHOR QUANTITY 9-11 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 BY Miaml- •r- • • Product Co rol 32017: NEW LAYOUT, SHEET REORGANIZATION, UPDATED ANCHOR QUANTITY PER FBC 2017, CHANGED ANCHOR TYPES • `S 44 0 0 W re x _e o N v w O ILI 6 as sea O ,.s n MOAB • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1/2' NOM. GLASS BITE 60,61,62 1/6" ANNEALED OR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 1/3' ANNEALED OR HEAT STRENGTHENED GLASS Y76' NOM. 5/16" LAMINATED GLASS EXTERIOR INTERIOR (ALL SECTIONS) 1/2' NOM. GLASS BITE 66,67,68,69,70,71 1N ANNEALED OR HEAT STRENGTHENED GLASS .080' PVB INTERLAYER I/8'ANNEALED OR HEAT STRENGTHENED GUISS 6118" LAMINATED 5/16° OR 3/8" AIR SPACE 16 OR 3116' ANNEALED OR TEMPERED GLASS 13/16' NOM. 13/16- LAMI IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS BITE STRUCTURAL POLYISOBUMENE WITH DESICCANT 3118" ANNEALED OR HEAT STRENGTHENED GLASS ,090' PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE EXT. GLASS BUM & DESICCANT FOAM EXT. GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS .000' PVB INTERYAVER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED s/16' OR 1/4" AIR SPACE V8' OR 3/18' ANNEALED OR TEMPERED GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI GLASS TYPES: A. 5/16' LAMI - (1/8" A,.090' PVB, 1/8" A) B. 5/18' LAM1- (1/8" A.090" PVB, 1/8' HS) C. 5/16" LAMI • (1/8" HS,.090" PVB, 1/8' HS) D. 7/16' LAMI - (3/16" A,.090' PVB, 3/16" A) E. 7/16" LAMI - (3/18" A,.090" PVB, 3/16" HS) F. 7/18" LAMI - (3/16' HS,.090" PVB, 3/16" HS) G. 13/18' LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16' OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090' PVB, 1/8" A) H. 13/18" LAM1 10 - 1/8" OR 3/16" A (MIN.), 5/16' OR 3/8" SPACE, 6/16" LAMI - (1/8" A .090" PVB, 1/8" HS) I. 13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16' LAMI - (1/8' HS,.090" PVB, 1/8" • • • • • • • • • • J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16' OR 1/4" SPACE, 7/18" LAMI-(3/16" A,.090" PVB, 3/1er A) K. 13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4' SPACE, 7/18" LAMI - (3/16" A,.090", 3/16" HS, L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090", 3/16" HS) • •• ••• •• • • • •• SILICONE KODISPACE 4SG TPS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS INT. GLASS 5/16" NOM. HOT -MELT BUTYL 3/18' NOM. INT. GLASS SUPER SPACER®NXTTM ALUMINUM REINFORCEMENT Rimy BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS NT. GLASS DURASEAL® 67 SPACER • FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. "PVB" = KURARAY TROSIFOL• PVB INTERLAYER • • • • • • • • • • • • • • • - • • • • • • • • • • • • •• • • • • • • • • • DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL. XL EDGE TM 'SPACER INT. GLASS Part* Description Material 85 Kommerllnp 4SG TPS Spacer System See this Sheet to ML;rteriads 86 Quanex Super Spacer nXr with Hot Melt Butyl 87 Quanex Duraseal Spacer 88 Cardinal?_ Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 . • • •• • • • • •• • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Data 12/21/2021 By Miancl-Da G Product Control 3/24/17: NEW SHEET 0 0 e•3 r 0 O Y co 0 0 to Z w awa x nen 0 CN V TN Llxa u- 0 N ems 0 cL girt *"w .Ps A. LYNN MILLER P.E. P.E 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • 8 27 3/8" MAX. DLO -+^ VENT - 64 5/16" MAX DLO FIXED ' 7/0 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME 57 3/8" MAX. DLO ALL FIXED LITES DETAIL B - XOX (1/4-1/2-114) 33 9/16" MAX. DLO FIXED O X A 58" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. • • • • • 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 8 27 3/8" 27 3/8" -+-- MAX. DLO - +- VENT MAX. DLO FIXED D u r O X X I� 85 7/16"MAX. WIDTH I.F. FRAME---�{ I+-88 7/16" MAX RAN ANGE FRAME G DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 7 63" MAX FLANGE FRAME ALL CONFIG. • • • • • • • • • • • • • • •• • • • SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME • • • • • • •• • • • • • • • • .• • . • VIEW D-D • • • • . • .•. ••. • •; ; ZFag/lac:m*4ER CONSTRUCTION) • • ..• . . • D PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17"0411.06 Expiration Date 12/21/2021 By Mlam 1 3/24/17: NO CHANGES THIS SHEET. !E 8 wa Y y re Z w 411 u"ev CO O W S ni rota Li- C zz .1.s 0 1+ 2 Salt •anv e••s `t111111ION ,II/ `�. oNy LYN/y�/ •�� .� 1� '�ICEN'•. * No.58706 :.iggefiT3.., ONAL t0�t``� A. LYNN ABLER P.E. P.E. 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX. FIXED DLO O 0 INTERIOR rI • INTERIOR j • r\ aa� MAX. VENT DLO EXTERIOR INTERIOR 0 �— MAX. FIXED DLO ---1 MAX. WIDTH (FLANGE FRAME) SECTION B-B MAX. VENT DLO 0 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 0 MAX. FIXED DLO —+J MAX. WIDTH (I.F. FRAME) MAX. VENT DLO �- EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) © !1uJII�� ■I F I ;:ii .,. j i1 0 0 I • ••• • • •• • • • • • • • • • • • SILL • • • •• • • • • • • HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, tg? FRj1ME) • •: • • (VEt Alog ECTION, I.F. FRAME) SECTION C-C CD PRODUCT REVISED as complying with the Florida Buddies Code NOA-Ho. 17-0411.06 Expiration Date 12/21/2021 BY Miam roducf Contrlo 1 3/24/17: NO CHANGES THIS SHEET. v4 0 Sao U 0. 0 O CC 0 2 0 O ce Z z 0 14. ONO O z 4.9 O NOCI wag PE • 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG* REV DESCRIPTION MAIL PGr 1 4102 A FLANGE FRAME HEAD 6063-T6AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 AL 612244 3 #8X 3/4 PR PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 6 4136 RANGE FRAME SILL 6063-T6 AL 64136 7 4137 SILL ADAPTOR 6063-T6AL 64137 8 4131 ROLLER TRACK 6063-T6AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLAN(EFRAME JAMB 6063-T6AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063-T5AL 64110G 17 4054 H FIXDMIETINGRAIL 6063HD-T6AL 64054A 19 4066 W STP.,.187 X 230, FIN SEAL 64066E 21 4105 SASH TOP & BOTTOM RAIL 6063-TS AL 612240 22 1683 WSTP.,250 X .270 BACK, FIN SEAL 61683G 23 225-1 ROLIERHOUSING& GUIDE 42112IiD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHI2 29 4128 HORIZONTAL ROVER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMIET1NGRAIL 60631-IS-TEAL 64006 33 1235 WSTP.,.170 X 270 BACK, FAN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 W STP.,250 X 270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAM COVE RCAP 74078"C"LORR 41 4139 IF. FRAME HEAD 6063-T6AL 64139 42 4140 IF. FRAME SILL 6063-T6 AL 64140 43 4141 IF.FRAMEIAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 791, 899, 995 OR GE 7700 51 1224 VINYL GIAZINOBEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GIAZINGBFADBULB (THIN) 6TP248K 53 4039 B GIAZINGBEAD - 5/16" 6063-TS AL 64039B 54 4044 B QAZINGBFAD-5/16" W/GQIIS,KIT 6063-T5AL 644703 55 4222 A CiIAZINGBEAD-7/16" 6063-T5AL 64222 56 985 C GIAZINGBEAI)-7/16" W/GRILLKTT 6063-T5AL 6985 59 4067 CLAAZINGBEAD- 13/16" 6063-TSAL 64067 60 CHASS, 5/16" LAMI (1/8" A, .090 PVB, U8" A) 61 " 5/16' LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAME (1./8" HS, .090PVB, 1/8" HS) 63 " 7/16' LAMI (3/16" A, .090PVR. 3/16' A) 64 " 7/16" LAMI(3/16" A, .090 PVB. 3/16" HS) 65 " 7/16" LAMI(3/16" HS, .090 PVB, 3/16' HS) unit DWG# REVJ DESCRIPTION 1 MAIM 1 PGT# 66 GLASS, 13/16" IAMI IG1/8"A (MIN.), 3/8"AIR SPACE, 5/16" LAMI (Ur A, .090PVB,1/8"A) 67 " 13/16" LAME IGUS"A(MIN.),3/8" AIRSPACE 5/16" LAME (1/8"A,.090PVB, 1/8"HS) 68 " 13/16" LAMIIGI/8"A (MIN,), 3/8" AIRSPACE, 5/16" IAMI (1/8"IiS,.090PVB, 1/8"ILS) 69 " 13/16' [AMI IG3/16"A (MIN.), 5/16" AIR SPACE, 5/I6" LAMI (1/8"A, .090 PVB, U8"A) 70 " 13/16" IAMI1G3/16"A (MIN.), 5/16" AIRSPACE, 5/16" LAM] (1/8"A, .093PVB,1/8"HS) 71 13/16" IAME1G3/16"A (MIN.), 5/16" AIR SPACE, 5/16" IAMI (1/8"HS,.090PVB,1/8"HS) 72 " 13/16" LAMI IG1/8"A (bIIN.),1/4" AIRSPACE, 7/16' LAMI (3/I6'A, .090 PVB, 3/16"A) 73 I3/16" IAMI IG1/8"A (MIN.), 1/4" AIR SPACE.,?/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 74 " 13/16" LAM[ IG1/8"A (MEN.),1/4" AIRSPACE, 7/16" IAMI (3/16"IIS, .090PVB, 3/16"HS) 75 13/16" LAM[ IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAM' (3/16"A, .090 PVB, 3/16"A) 76 " 13/16" [AMEIG3/16"A (MIN,),3/16" AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 77 13/16" LAM[ IG3/16"A (MIN,), 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/ 16"HS) 90 1014 SCREEN FRAME (HOR. & VER.) 31054114 AL 91 1630 SCREEN CORNER ICEY WRINGS POLYPROP, 92 1631 SCREEN CORNER KEY W/OIJT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD FM PVC 96 SCREEN . CLOTH 41 2.784 .062i 1 • • • • • • • .98R -wi • • • • •jF:FftAI��;IAR1 • • • • M414+1' WI6P.T6 • •• ••• •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • I.F. FRAME HEAD #4130,6063-T6 .062 I — 2.710 .F. FRAME SILL #4140, 6063-T6 3.152 PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0411.06 Expiration Date 2/21/2021 By Mlaml-0- Product Control 324/17: CHANGED GLAZING SILICONE. a WU ice o� S2 3 re z w 7 N co a. X 0 N •n U. 0 Pea 0 re x au 5.a `111n u„i,/r/ szpNyc Y. nisN'�i! u P No.58705 !��S' .FtoravP.•' S '` A. LYNN MILLER P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1.:73 .082 1.73 1.122 2.710 i 0FLANGE FRAME HEAD #4102A, 6063-T6 .490 11 11 .062 O SASH STOP #4025,6063-T5 .062 L1.349*-1 0 SASH TOP & BOTTOM RAIL #4105, 8063-T5 .050 1.098 I —I 54 GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) 3. .062 —2.710 6 FLANGE FRAME SILL #4136, 6063-T6 .062 52 O —+j 1.187 FRAME SILL ADAPTER #4137, 6063-T8 1.�7lJr .437 1.48 0 HORIZ. ROLLER TRACK #4131,6083-T6 7 2. 79 062 EL 7 ---I---III1.081 I-•- 32 SASH MTG. RAIL #4006D,6063H5-T8 678 toes 55 GLAZING BEAD 7/16" #4222A, 6063•T5 37 2.926 r: .062 17 FIXED MEETING RAIL #4054B, 6063H0-TB SASH SIDE SIDE RAIL #4126, 6063-T5 1.363 1+-1.513-1 0 r.040 .738 11 SASH STOP COVER #4053, 6083-T5 H--2.784--1 .082—►1—•- 13 FLANGE FRAME JAMB #4002A, 8083-T8 050 .678 1.096 I -I 0 53 GLAZING BEAD, 5/16" #4039B, 6063-T5 • • • • • •• •• • • • • • • • • OOOOO .050 I� .678 • • • .686� i �.05i • •• • • 1.115—t•-- --+I1- .. • • • •M • I ti.o�/ .. O GLAZING BEAD, 7/16" 59 GLAZING BEAD,——13/16" #985C, 6063 T5 • • • #4067, 2063-T5 • • • (USED W/ GRILL KIT) • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • ••• •• • • PRODUCT REVISED as complying with the Florida Building Code NOD -Me. 17-0511.06 Expiration oatt.12/21/2021 By Miam4A roduct Control 3124/17: NO CHANGES THIS SHEET. apg O O Z w 41 LORILIO z 0 8 2 O Q re- U.. 0 w.w alsig 0 x VIIMo r `‘ ttttll I7/l I' •>,�pNYLYNeyki%,, No. 58705 r ATE I� crE „• 'slO AL LNG\?`` Milllllllt\ A LYNN MILLER P.E P.E• 58705 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SEE ANCHOR TABLE, SHEET 1 1x WOOD BUCK NOTE 1 SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 I SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR DETAIL A TABLE, SHEET 1 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 2x WOOD BUCK, NOTE 1 1 3/8" MIN. SEE ANCHOR TABLE, SHEET 1 1/4"MAX SHIM I SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, NOTE 1 1x WOOD BUCK, NOTE 1 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR] TABLE, SHEET 1 /4' MAX. SHIM SEE ANCHOR TABLE, SHEET 1 v + SEE ANCHOR TABLE, SHEET 1 1 4 SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 DETAIL C 2x WOOD BUCK, NOTE 1 SEE ANCHOR TABLE. SHEET 1: 1/4" MAX. SHIM 1 3/8" MIN. NOTES: 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHCSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2. FOR ATTACHMENT TO METAL THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 4.0.131" DIA. MIN. X 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR J7 EXTERIOR INTERIOR (HEA & SILL DETAILS A, B, C, D, & H) SEE ANCHOR TABLE, SHEET 1 DETAIL D 2-1/2" MIN. EMBED SEE NOTE 4 TYPICAL FLANGE FRAME SILL SECTIONS SEE NOTE 4 —�-1 2-1/2" MIN. EMBEDMENT DETAIL H (HEAD) 6/r" MIIi. EDGE • • •• • • • • • • • • • • • • • • 2-12" MIR. EMBED • • • •. 4(SILL). • ••• •f%TAILl(JAMB) DETl�IL• •• •• . • I)PIC, I! INTFGRAI, Fc1 PRAlvit SECTIONS 5/8" MIN. EDGE 6/8" MIN. EDGE —SEE NOTE 4 PRODUCT REVISED as complying with the Florida Building Cade NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Miam 1 324/17: REVISED NOTES TO COMPLY WITH NEW ANCHORAGE. ADDED NOTE 4. h 8 cN (V o3 nala Y O O In w wale 2 0 n WW1 z z r` th x MIL riea rpm .0;0Y.1Y0,1!V f;% No 587D5 AT E 4%,<tN,0'-.FCORlDP. ••• �7�iis�OIYAL N�``� •1///1,!I110 A LYNN MILLER, P.E PE.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 5: TABLE 6: TABLE 7: Maximum Design Pressure, DP (pet) XO or OX Maximum Design Pressure, DP (paf) XOX,1/3.1/3 -113 Muimum Design Pressure, DP (pst) XOX,1/4 -1 /2 -114 GLASS TYPES: A 5/16" LAMI - (1/8" A,.090" PVB, 118' A) LAMI A,.090" PVB, 1/8' HS) Overall Orerab (Thee Typo Otedh Oamll ., 1ate Type Meld Overall 411ac• B. 5/16" - (1/8" PVB, 118' Width Height A, B, G, H C, D, E. F, I, J, K, L Mlle Heis A B,.C. G.H. I D, E, F, J, K L WW1 t A B, 0, H 1 C, I D, E, F, J, K. L C. 5/16" LAMI - (1/8' HS,.090" HS) D. 7/16" LAMI (3/16" A,.094" PVB, 3✓16" A) 37' *711.6T-7 *75.0 / -75.0 48" +60.01$*ma0.0 +75.0 / -76.0 53-1/8' +e0.0 / 400 +0 / -me +76.0! -75.0 - a8• .• :75.0 / -75.0 +75.01-75.0 53.1/8' +60.0140.0 +75,0 / •75.0 NI +00.0 /-60.0 +60.0 / 40,0 +750 / -75.0 E. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" HS) 53-1/8' +75.0/-76.0 +75,0/-76.0 80' 030.01-80,0 +75.01-75.0 74' 460.0 /-50.0 +80A/ 40.0 +78.0/-75.0 F. 7/16" LAMI-(3/16" H3,.090" PVB, 3/16" HS) 60• 26" +75.0/-75.0 +75.0/•75.0 68• 26" +50.0/430.0 +75.01.76.0 84• 26' +80.0140,0 480.0!-60.0 +16.o!-75.0 G.13/16• LAMI IG-1/8"OR3/16"A(MIN.),5/16"CR318" 66' *75.0 / -75.0 +75.0 / 75.0 74' +60.0140.0 +75.0 ! -75.0 86' +60.0 / BOA +60.0 / -00.0 +75.0 / -75.0 SPACE, 5/16" LAMI- (1/8" A,.090" PVB, 1/8" A) +75.0 / +75.01-75.0 64" +OD.o / 40.0 +75.01-75.0 106445 • +80.0 / 400 +60.01 430.0 +750 / 75.0 H. 13/16" LAM I IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" 7r 74" -75.0 475.0l-75.0 +750 / -75.0 85-7hT +60.0 / 40.0 +75.01-75.0 108' +50.0l -00.0 +60.0 / 40.0 +75.0 / -75.0 SPACE, 5/16' LAMI - (1/8" A,.090" PVB, 1/8" HS) / ' +75.0 / -750 4e" 40.0 40.0 +75.0 / -75.0 111" 14101400 +80.0140.0 +75.0 / 75.0 . OR 3116' 3r *75.0 -75.0 +75.0175.0 +75.0 / -75.0 53-1/8" +60.0 / 40.0 +75.01 75.0 534/8' *80.0 / 40.0 +80.01- 0.0 +7601.75.0 I. 13/16" LAMI 10 - 1I8' A (MIN.), 5/16" OR 3/8" 48" +75.0 / +75.0 / -75.0 e7 +0.0 / 40.0 +75.0175.0 ao *eao l4ao +600 / 40.0 r750 / ls.o 5/16" LAMI - (1/8" HS,.090" PVB, 1 /8" HS) S 18• -75.0 OW 36" *00.0 /.60.0 +5.0176.0 74• +60.0 / -00.0 +60.0 / 40.0 +75.0 / -75.0 J. 13/16' LAMI IG - 1/8' OR 3118" A (MIN.), 3/16" OR 114" 60SPACE, 60' sr +76.01 75.0 / ++75.0 / -75.0 +75.0 / 74' +80.0 / 40.0 +76.0 / -75.0 64 38' +60.0 / 40.0 +600 / 40.0 +750 / -75.0 SPACE, 7/16• LAMI - (3/16" A,.090• PVB, 3/16" A) 88' +76.0 -75.0 -75.0 ea' +so.0/40.0 +76.0176.0 W +80.0/40.0 +e0.0/40.0 +750/75.0 K. 13/16" LAMI IG - 1/8" OR 3/16° A (MIN.), 3/16" OR 1/4" 72 +75.0/-75.0 .75.0/-76.0 +75.0 / 68-7/16" +50.0 / 40.0 +76.01.730 106-3/8. 4604 / 430.0 480.0 / - 0.0 +750 / -75.0 SPACE, 7/16' LAMI - (3/16" A,.090' PVB, 3/16" HS) 74• +75.0 / 75.0 -76.0 aS +fi0.o/400 +75.01-75.0 IOW +80.0180.0 +00.01. 0.0 +750 / -76 0 L. 13/16"LAMIIG-1/8"OR3/16"A(MIN.),3/16"OR1l4" 3r +75.0/76.0 +750/-76.D - +850 ! 40.0 400A 140.0 +750 / -750 4a- +7 0 75,0 , /- +75.0 / -75.0 53-1/W +00.0 / 40.0 +76.01-75.0 /B0.o +eQ0140A SPACE, 7/18" LAMI - (3/16" HS,.090" PVB, 3H8" HS) +7s.o/ 75.a .750/-75.Q BD' +60.0/40.0 +75.0/-76.0 '�' 6353-1/8' *80.o +75o1as.0 05' 28-318' / 40.0 +75A l OW *00'.0 / 40.0 +00.D / 40.0 *73.01-750 38.316' :75.0 / 7fi.Q +76.0 / -75.0 +�.0 -75.0 74' *800 / 40.0 +60.0140.0 +75.0 / -76.0 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT 0 2117 POT IIDIRfRff9, INC Al RIGHTS RESERVED 86" +75.0 / -75.0 +75.0 / -75.0 74' +03.0 ! 40.0 +75.0 / -75.0 �' +50.0 / 40.0 +800 / 40.0 +750 / 72" +75.0 /-76.0 *76.0 / -75.0 84• *60.0 / 430.0 *75.0 / -75.0 86'+88.0/40.0 3831B' +00.0/40.0 •75.0 *75.0! 75.0 74• •7sn,4n •7 +75.0/-76.0 ee-7/tee +88.0/40.0 +76.0/ 75.0 3r +75.0 / -TS.Q +75.0 /-750 46' +60.0 / 40.0 +75.0 / 75,0 108.918' 106' +80.0 / 80.0 +00.0 / 4D.0 +60.0 / 40.0 +60.0140.0 +76.0 / -75.0 +75.0 / 75.0 48" +75.0 / -76.0 +75.0 / -76.0 53-1/6' +80.0 / -80.0 +78.0 / -75.0 Y +80.0/40.0 +80.0/40.0 +750/-75.0 53-118" +750/-75.0 +76.0/-75.0 eP +60.0/40.0 +75.0/45.0 �' +80.0/-80.D +80.0!40.0 +76.0/-76.0 OW4d' +76.0/-76.0 *76.0/-76.0 e5" 46" *80.0/40.0 475.0/-750 e0' +80 0 / 40.0 +60.0 / 40.0 +750 / -75.0 60" +75.01-75.0 +75.0 / 75.0 74' +60.0 /-60.0 +750 /-75.0 74' r75.0 / -75.0 +760 / -75.0 84' +60.0 ! 40.0 +75.0 / -76.0 74' e4' +80.0 /-00.0 *60.0140.0 +80.0 / -80.0 +60.0/4D,0 +75.0 /-76.0 +750/-76.0 T4' +7s n / �•8---a N50 /-78A 88-7/18' +80.0 /BOA +75.01-76.0 BB' a8• +80.0/40.0 �0.0/-00.0 +750/-75A 37' { 1 +75.01-75.0 +76.0 / -75.0 48' ". +60.0140.0 +75.0 / -75.0 188.3r6' +80.0 / 400 +800 / 40.0 +75.0 / -75.0 4e L +76.01 76.10-1 +750 / -76.0 53-1/5' +80.0 / 40.0 +75.0 / -75.0 100" *80A / 40.0 +000 / 40.0 +750 / -75.0 5S1/6' - *75.0/76.0 • +75.0/-76.0 60' +e0.0/40A *78.0/75A - +60.0/80.0 *60.0/40.0 *T501-76.0 80' 1 50b/87 *75,0 / -76.0 +75.0 / -75.0 re so -sir 46D.0 / 40.0 +75.0 /-75A 6bB' 1 +80.0 / 40.0 +60.0 / 4O0 +75.0 / -76.0 68• 1 1 +76.0/-75.0 +76.0/-75.0 74• +80.0/-10.0 *76.0/-76A 80- +60.0/40.0 +60.0/40.0 +75.0/75.0 +75 0 / 75 0 +75.01 -75.0 84' 4e00 / 40.0 +76.0 / -75.0 74' +80.01-0.0 +60.01-80.0 +7501 75.0 74' L *75.0 / -75.0 +75.0 / -75.0 68-7/18^ +60.0 /.80.0 +75.0 / -75.0 84• +80,0 / 40.0 +80.0 / 40.0 +76.0 / 4E0 3r +75.0 / -75.0 +76.0 / -75.0 48" +60.0 / 40.0 *75.0 /-75.0 e6' some, +60.0 / -00.0 +60.0 / 40.0 +75.01750 46• *75.0/-75.0 +75.0 ! 75.0 53-1/8" +800 /-60.0 +75.0 /75.0 106.3ny *60.0 / 40.0 +60.0 760.0 +76.0 / -75.0 83-1/8' +76.0/-75.0 +75.0/ 75.0 60' +60.0/40.0 +75.0! 76A 186' +000/40.0 +80.0/400 +75.0/-75.0 60' 54' +75.0 / -75.0 +750! 75.0 86" 59' 460.0 / 40.0 +75.0 / 75.0 ''T' +80.0 / -0.0 +60.0 /.60.0 +75.01-75.0 er +76.0 / -75.0 +75.0 / 45.0 74' 004 / 430.0 +75.0 / 76.0 war +80.0 / 40.0 +80.0 / 40.0 •75.0 / 75.0 77 +75.01.75.0 +750/ 75.0 64• +60.0/40A +75.0/ 75.0 60" +00.0/40.0 +00.0/40.0 +750/75.0 74• *75.01-75.0 +76.0/-75.0 e6-7118" +00.0/400 +75.0/-75A 74' +50.0/40.0 +600/40.0 +75.0175.0 3r r76.0 / 76.0 *75.0! 75.0 40' +80.0 / 40.0 +76.0 / -76A 04' 54. +130.0180.0 +60.0 / 430.0 +75.0 / -750 48' +75.0 / -75.0 +75.0 / 75.0 53.1/8' +80.0 / 80.0 +760 ! 75.0 86• +00.0 / -60.0 +60.0 / 40.0 +75.0 / -75.0 53-1W +75.0/760 *75.0/-75.0 60' +80.0/40.0 +75.0/45.0 108318" +80.0/40.0 +e00/430.0 +75.0! -750 80" 60' *75.0 / -750 +76.0 / 45.0 WI" 80' +80.0 / 40.0 +750 / -75.0 10T +60.0 / 40.0 +60.0 / 40.0 +75.0 / -750 86. *74.2 / 742 +75.0 / 45.0 74' 450.0 (40.0 *76.0 / -75.0 111 +56.5 / 58.5 030.0 / 40A +75.01 75.0 Al � s+aO l 999981 72" *ea.6/-6.e +75.0/ 750 54 +60.0/40.0 *75.0/75A 53.1/8' +850/40.0 +80.0/40.5 +750/-75.0 NOTES t11s1111 1!!,, ,`.r: ,•``�NY.LYN/y /leii `,CEN 4I//' '� U , _ * ; No. 567o5 -- - ' * _ =1J •. % . �� %O.p'- sATE F rjl` tCs''• O/8?,/ -'.,- i , 'ilsoNAt-��N.�` .. A. L%iAAIII1tER`P.E P.E.058705 74' +68,1 / 4S.1 +75.0 / -75.0 65-mr +80.8 / 430.D *75.0 / -75.0 80" +60.0 / -60.0 460.0 / 40.0 +75.0! -75.0 57 +75.0/-75.0 +75.0/75.0 4e" 480.0/40.0 *75.01.75.0 74• +80.0/40.0 +80.0/490.0 +75.0/76.0 1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER 48" +75.0/-75.0 +75.0/-75.0 53-1/r +00.0/.00.0 +75.0/-75.0 64 67 4600/40.0 030.0/4Q.0 +75.0/76.0 • WINo1DW INTABLE. • Sa.1/8 +75.01.75.0 +75.0/-76.0 -e0T 460.0/40.0 +75.0/-75.0 9W +66.8/58.8 460.0/40.0 +75.0/-75.0 • • • • • • • • OOOOO• 60' 63" +75.0 / 75.0 +75.0 / -75.0 e8' 63' +80.0 / 40.0 *75,0 / •75.0 1063/W +65.2 / 55.2 460.0 / -MO +75.0 / 75.0 • M N15 SHOWN. FOR RN 6e" +70.2/702 +760/-75.0 74" +80.0/-KO +750/-75.0 108" +54.5/54.0 +60.0/43.0 +75.0/-75.0 •2)OV@I;ALI• NI�E 72' +652/452 +750/-75.0 64• *800.o/40.0 +750/-75.0 �11`- +53.5/-63.6 +60.014,0.0 +7501-76.0 WINDOWS,e6U TRAC�1" QM TA31,1 SIZE DIMENSIONS. • • 74" +83.e / 43A «750l -75.0 067/16' *80.0 / 0.0 +750 145.0 58-1/6• +BO.O r 40.o +e0.0 / 40.0 +75.0 / -75.0 • • • • • • • • • • SEE SHEET 9. FOR ANCHORAGE SEE SHEET 10. " eo +sae/40.0 +60.0/40.0 +75.0/-75.0 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS FOR ANCHORAGE 74' +00.0 / 40.0 +60.0 / 430.0 4750 / -75.0 TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. 54• +562/402 :80.0/40.0 ♦75.0/-75,0 rsIRrr4 EDP AND ANCHORQUANTITYREMAIN lib" �• +562/65.2 :60.0/40,0 *750/-T3.QQ a •• • U 11fH G�•1 1084/8' +52.3 / 523 +800l40.0 +75 0 / -75.II •• W� • • • • • • 10e' +51.7/-1.7 +600/40.0 •• +75.0/-78. • • •• '•-''i 111• +509 / 40.s +60.0 /-00.0 +75,017e; • 4:S�E SLASSTYRE DESQRIDTIDNSi)N HEET 2. ••• ••• •-• FOR ANCHORAGE SEE SHEET11. • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• TABLE 8: TABLE 9: Anchor Quantities, XO orOX wtlh Bess Types A, B, C, 6, H & Anchor auantitlea, XO or OX with Ohms Types 13, E, F, J, K B L TABLE KEY: O X oesl Moog Anchor Gram A 5I And=O:a8B) Mawr Gimp C champ O.mP Mona' Grog A Mona<owB Anchor Group 1+C2+1 13 I ANCHOR QUANTITY PER JAMB VAdn 11 414 Wed & 311 Jamb Haed & SA! Jamb head &Sit Jamb Width Haigld Heed & 83 Jamb Head & Sill Jamb Hood 8 SR Jamb 37" 1*42+1 2 1+C2+1 2 1.C2+1 2. 3r 1+C2.1 2 1+C2+1 2 1+C2+1 2 HEAD AND SILL ANCHOR QUANTITIES 48' 1+42+1 2 1+12+1 2 1+02.1 2 4C 1+4:2+1 2 1+1:2+1 2 1*C2+1 2 A CLUSTER OF (2) ANCHORS s3.ve" 1+(2.1 2 1+C2+1 2 1+C2+1 2 53-1/s' 1+C2+1 2 1+C2+1 2 1+C2+1 2 CENTERED ON THE MEETING RAIL 87 2B' 1+12+1 2 1+(2+1 2 1+12+1 2 80' 29' 1*C2+1 2 1+C2+1 2 1+1:241 2 PLUS (1) ANCHOR AT OPERABLE PRODUCT REVISED 1i8' 1*C2+1 2 1*C2.1 2 1+C+•1 2 68' 1+12+1 2 1+G2+1 2 1+C2+1 2 VENT AND FIXED SECTION. (4) as complying with the Florida 77 2+Q+2 2 1+C2+1, 2 1+12.1 2 72'2+12+2 2 1+132+1 2 1.C2+1 2 ANCHORS TOTAL AT HEAD AND SILL. Building Code 17-0411.06 74' 2+(z+2 2 1*C2+1 2 1+C2.1 2 74' 2+c2+2 2 1+C2+1 2 1+C2+1 2 Noa +2,, 37 1+C2+1 2 1+C2+1 2 1+,C2+1 ( 2 37' 1442+1 2 1♦C2.1 2 1+C2+1 2 Expiration Date 12/21/2021 48' 1+C2+1 2 t+C2*1 2 1*C2+1 2 4e' 1+C2+1 2 1+C:1.1 2 1+C2+1 2 (4" MIN. O.C. ANCHOR SPACING) By 53-1/8' 1K7+1 2 1*Q+1' 2 1+12+1 2 531/5' 1+12+1 2 1+C2+1 2 11132+1 2 Miami-D Product Control 8fr Ir 1+12+1 2 1+C2+1 2 1+C2+1 2 80' sr 1+02+1 2 1+132+1 2 14432+1 2 1MAX. 8314''."r-4" 1+22.1 2 1+C2.1 2 4+C2+1 2 be' 1+c2+1 2 1+C2+1 2 1+C2+1 2 I MIN., 10-112" MAX. t 2 72' 2+C2+2 2 1+132+1 2 1+C2+1 2 3/24/17: UNDATED TABLE & 77 2+12+2 2 1+12+1 2 1+C2*1 74^ 2+f2+2 2 1+(2*1 2 74• 2+C2+2 2 1+(2.1 2 1+C2+1 2 9" MAX, O ELEVATION. 37 1+M+1 2 1+12+1 2 1+C2+1 2 ' Sr 1+G2+1 2 t+CE+1 2 1*C2+1 2 Uri 2 1 2 48' 1+C2+1 2 1+C2*1 2 1+C2+1 2 48" 153.118' 1+C2+1 1+12+1 2 2 1+C2+1�. 1+12+1 2 1+12+1 2 i 53.1/e' 1+12+1 2 1+C2+1 2 t+C2+1 2 MTG, RAIL 80' 3831b' 1+C2+1 2 1*(2+1 2 1+02+1 2 4G' 3a-9/8' 1+C2+1 2 1+G2+1 2 1+C2+1 2 CV 2'M 8e' i 1 C2+1 2 1+C 2+1 2 1+C2+1 2 l r 1+C2+1 2 1+432+1 . 2 3+1 1+C2+1EXAMPLE 2 CLUSTER W/ QTY. OF (2) ANCHORS a > ' -""N - 77 2+¢*2 2 1*C2+1 2 1+C2+1 2 72' 2+02+2 2 1+C2+1 2 1+C,2+1 2 1070 TECHNOLOGY DRI N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT m 2017 POT INDUSTRIES ALL RIGHTS RESERVED O al JENS ROSOV 74' 2+C2+2 ! 2 1+02+1 2 1+02+1 2 (SHOWN IN TABLE KEY ABOVE) 74' 2*+2 t2 2 1.c2+1 2 1.23+1 2 "1"a O 1 3.. 1+2+1 3 I+(2.1 3 1+02+1 3 37" 1+C2+1 3 1+C2*1 3 1*C2+1 3 4r -1.12+1 3 1+{2+1 3 1+(2+1 3 45' 1+C:2+1 3 1*13241 3 1+C2+1 3 N 53117 1*12+1 3 1+C1+1 3 1+C2i1 3 931,7 1+C2+1 9 t+C2N 3 1+2:2+1 7et BC 4b" 1+(2+1 3 7+C2+7 3 1+C2+1 3 80. 44' 1+C2+1 3 1*C2+1 3 1+02+1 3 ee' 1+12+1 3 1+12+1 3 1+(2+1 3 se' 1+GZ*1 3 1+C2+1 3 1+ C2+1 3 U 72' 2+0*2 3 1+2+1 3 11- 2+1 3 72' 2*C2+2 3 1+122+1 3 1+C2+1 3 a SW 74' 2+C2+2 3 1+C2+1 3 1+C7+1 3 74' 2+C2+2 3 t+C2,1 3 1+C2+1 3 a OM 37' 1+22*1 3 1+12+1 3 1. 2.1 3 37' 1402+1. 3 1+122+1 3 1+C2+1 3 K 48 1+Q+1 3 1+[2vt 3 1*Q.1 3 4C 1+02+1 3 1+C2+1 3 1+C2+1 3 53718" 1*(2+1 3 1+ 2*1 3 1+C2+1 3 53.1IM I*02+1 3 i*C241 3 1+C2+1 3 1 kW1 � 1+C2+1 3 1+12*1 3 1+C2+1 3 80' (3YNb' 1+C2+1 3 1+C2+7 3 1+02+1 3 gz Ca 8r 1+2 +1 3 I+C2+1 3 1+C2+1 3 88" f*C3+1 3 1+62+1 3 1+C1*1 S J O Y a•mf 72,•2 2+.2 3 1*C2+1 3 1+C2*1 3 72' 2+L3+2 3 1+02+1 3 1+C2+1 3 74' 2+Q+2 3 1+72+1'. 3 1+C2+1 3 I 74' 2+C3*2 3 1+02*1 3 1*C2+1 3 NOTES 97'- 1+^ +1 3 1+Q+5 3 1+(2+1 3 37' 1++1 1+C2+1 3 1+{2+1 3 1*02+1 S 4s' 1+C2+1 3 1+72+1 3 j 1+C2+1 3 4e 1+C2*1 3 1+C2+1 3 1+C2+1 3 1) WINDOW DP / ANCHOR QUAN7111ES ARE BASED ON THE 53115 1.Q+1 3 1+C2+1 3 1+(2+1 3 e3.1B' 1+132+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS: 60' 54" 1+(3+1 3 1+(2+1 3 1+12*1 3 40' 54' I+e3+1 3 1+02+1 3 1+02+1 3 FOLLOWING 101/2" MAX. ON EACH SIDE OF 1*C2.1 3 e3' 1+0+1 3 1+c2+1 3 1+C2+1 3 HEAD & SILL: 46" 72' 143+1 2.C3*2 3 3 1.Q+1 14-C2+1 3 3 1+C2*1 3 72" 2+C3+2 3 1+ 2*1 3 1+02+1 ' 3 MEETING RAIL CENTERLINE. CORNERS. 3 74' 2*C3*2 3. 1+C2+1- 3 1*C2+1 3 18 3/4" MAX. FROM 74' 2. 3+2 3 1+(2+1 9 1.C2*1 37" 1+22+1 3 1442+1 3 1+02.1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" 37 1+C2+1 3 1+12+1 3 1•C2.1 3 MAX. O.C. ``,\` d1111*rr',I, • z:„ '��'r�Rr 11>♦ 1too 48' 14C3+1 3 1+C2*1 3 1*(2+1 3 4r 1*4:3+1 3 1+C2+1 3 t+C2+1 3 531/ ' 1+1:3+1 3 1.12** 9 1*C2+1 3 53.1/8' 1+33+1 3 I+472+1 3 1*C2*t 3 80' 07 1+03+1 3 1+(2+1 3 1+C2.1 3 60' SW 1+221+1 3 1+C2*1 3 1+C2*1 3 O NDOW SIZES NOT SHOWN, GO TO NEXT LARGER • • • or1+C3+1 3 1+C2*1 3 1+C2+1 3 EC1+C.3+1 3 1+C2+1 3 1+C2+1 3 • WINDONN ZAB4.E. • • 72' 2.+2+2 3 1+2+1 3 1+12+1 3 72' 2+01+2 3 1+C2+1 3 1+4;2+1 3 • • • • • • • • • 74' 2+C3+2 3 1+C2+1 3 t+t2.1 3 74' 2+C3+2 3 1*C2+1 3 1+C2+1 3 3 OVE 1tLANG! DIMEM9IGINS S/ROWN. FOR FIN WONq 1*C2+1 3 1*+1 1+C21+C2+137 3 1.+1 3 3r 1+2+1 3 1+C2*1 3 1+e2+1 3 • S1413iRA1° FrOI7 TABL! SIZE DIMENSIONS. 4e' 1+2+1 3 1+(2+1 3 E.C2+/ 3 41P 1+Gt+t 3 1*C2+t 3 1+C2+1 3 5318' 1+C3+1 3 1+C2.1 3 1+(2+1 3 53.1W4' 1+03+1 3 1+C2*1 3 1.C2+1 3 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GI ARS e0' S3" 1+0+1. 3 1+(3*1 3 1+C2*1 3 T 83' 1+03+1 3 1+C2+4 3 1+C2+1 3 TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. 8e' 1+6+1 9 1+0.1 3 1+C2+1 3 68' 1+03+1 3 1+C2+1 3 1*c2*1 3 • • BOIIHTHE [WAND ANCHOR QUiJiTITY.REMAIN 72 2+(3+2 3 1+(2+1 3 1+12+1 3 72' 2*C3+2 3 1+C2+1 3 1+62+/ 3 • • • UN:HANGED. • • • • • • • • 74' 240+2 3 1*12+1 3 1+C2+1 3 74' 2*03+2 3 1*02+1 3 1+C2+1 3 • • • • • • • • • • ,,i1•�t,, • • 5) 98E GLASS TYPN DgSCRIP�OIQS (Ny1IEET 2. . • • • • • • A. LYM Mid I-'.t. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 10: TABLE 11: Anchor Wangles, XOX.113-1A-113 wigging Types A, B, C, 0, H & I Anchor Quantities, XOX,113-113.1R with Glass Types D. E, F, J, K & L TABLE KEY: X O X Cieral aim Major Oroup A Ardor Group a Anchor Group 0 mewl o er,3 Mahar Group A Anchor Croup a Anctoraoup c Width Hbmti *Veda 92 Jan* Head a 881 Jamb Head 8 Ste Jamb Width telptt Haad $ Si8 Jamb Hand & S21 Jamb Head & 881 '.mnb 1+C3+1+C3+1 3 �-- ANCHOR QUANTITY PER JAMB tr 102+1+02+1 2 1+22+1+ 2+1. 2 1+22+1+02+1 2 48' 1.02+1+422+1 2 1+520+422+1 2 1+C2+1+02.1 2 531/13. 102+1+C2+1 2 102+1.020 2 1+02*1+C2.1 2 53-12' t+02+1+02+1 2 10241022.1 2 1.02+1442+1 2 HEAD AND SILLANCHOR QUANTITIES A CLUSTER OF ANCHORS CENTERED BP 1+52*1+C2+1 2 1+4:2+1+C2+1 2 1402+101 2 tar t*02+1+02+1 2 1+02+1♦02+1 2 1+02+1+22+1 2 (3) sr 2r 102+1+02+1 2 1.C2+1+02+1 2 102+1+02+1 2 8r a1' 1.C2+1+02.1 2 1+02+1*C241 2 1+C2*t+C2.1 2 ON EACH MEETING RAIL PLUS (1) PRODUCT REVISED 74 1+C2+1+C2+1 2 1*C2+1*C2+1 2 1+C2+1+C2+1 2 71' 1+02+1+02+1 2 1+22.1*22.1 2 1002+1+02+1 2 ANCHOR AT EACH OPERABLE VENT as complying with the Florida Bunning Code s4• 1+c2+,+C2+1 2 1+c2+1+C2+1 2 1+C2*44C2+1 2 a4' 1+C2+t.o2+1 2 1.02+140241 2 1.0241+C241 2 PLUS 1 ANCHORS AT FIXED SECTION. () HOA-No. 17-0411.06 eeanr 1*02+1+02+1 2 1+C2+1+42+1' 2 1+C2a14C2+1 2 ee•7nr 1+02+1+02+1 2 102*1+02+1 2 1+241402+1 2 (9) ANCHORS TOTAL AT HEAD AND SILL. 44' 1+2+1+020 2 1+02+1+22+1 2 102*1.02.1 2 40` 1032+1+02.1 2 1+02+1+32*1 2 1+32+1+02+1 2 expiration Dat 12/21/2021 85-vr 1+C22.1.02+t 2 1.C2*1+452+1 2 1*02+1+02.1 2 594/e• 1+C2*1K *1 2 1+C2+1+C2+1 2 1+C2+1+C2a1 2 (4" MIN. O.C. ANCHOR SPACING) By e0' 1+02+1+02.1 2 1+02t1+02+1 2 1+422*1+42*1 2 sr 1*03*102+1 2 1+32.102*1 2 1+02+1012+1 2 Niam a Product Control er 34E 1022+1452*1 2 1442241022+1 2 1*22*1*02*1 2 Sr 38" 1022+1+02+1 2 102+1+22+1 2 1+422+1*22+1 2 25 3i4" MAX 74' 1+f2*1+C1+1 '2 1+C2*1*C2+1 1 t4C2+1+C1+1 2 74' 1*C3*1+C2+1 2 1*C2.14C2+1 2 1+C2+1+C2.1 2 e4• 1*02*1.C2+1 2 1*C2+1+C2*1 2 1+C2+1+CY+1 2 84' 1+C2+1+C2+1 2 7*C2+1+C2+1 2 t+C2+,+C2*1 2 -r{ �---4"MIN., 10'1/2" MAX. k 32PM17: UPDATED TABt.E$ &7M6' 8 1+C2*1+C2+1 2 1+C2+t+C2+1 2 1+02+i+C2+1 2 ee•711r 1+C2*1+Q+1 2 1+C2+1*R +1 2 14C2+1+C2+1 2 ! 1 1 2 111 a ELEvennnr 4r 102+1+02.1 2 1+2+1052+1 2 102+14020 2 48' 1+22.1+22+1 2 1402+1+4%2+1 2 1+02.102+1 2 9" MAX. + O X� SSW 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*C•2+14C2*1 2 53-Ur 1+02+1+02+1 2 1+2 +14C2+1 2 1+C2+1+C2+1 2 T - -.- er ErX 1022.1022+1 2 1+02+1022+1 2 1022*1+C2*1 2 GCE1*C2*14C2+1 2 1*C2+1+C2*1 2 1+C2+1+C2+1 2 i 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 COPYRIGHTO2017 PGTMDUSTRIES. INC. AU. RIGHTS RESERVED Er 98318' 1*02*1*422.1 2 1+42241+02+1 2 1+422.1+2241 2 er 3581r 1+02+1+22+1 2 14C2*1+422+1 1 1+C2+102+1 2 74' 1+02*1*02*1 2 1+422+102+1 2 1+02+1+02+1 2 74' 1+02.1+02*1 2 1+02+102+1 2 1+020+02+1 2 MTG. RAIL, TYf .- e4• 1*C2414C2+1 2 1+C2+1.02+1 2 1+412414CY+1 2 34' 1*c2*1+c2*1 2 1+C2+1+C2+1 2 1*C2+14C2+1 2 30-7118' 1+C2*1+C2*1 2 1+02+102+1 2 142+1+02+1 2 8&7/1r 1+52+1+02+1 2 1*22+102+1 2 1+02+102+1 2 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 4r 1+02.1.02+1 3 1*02*4 C2*1 3 1+012*1*52*1 3 4r 1*02*1022*1 3 1+02+1+02+1 3 1+02+1+02+1 3 (SHOWN IN TABLE KEY ABOVE) 5348' 1+02+1+C2+1 ! 1+C2.1*C241 3 1+C2+1+C2+1 9 534/5' 102+102+1 3 1*C2+102.1 3 1+0241+C2+1 3 er 1+320+20 3 1+22+1+02+1 3 1+2+102.1 3 60' 1*22.1*02+1 3 1*C241402+1 3 1*02.1+t2+1 3 e8• 4r 1+C2.1+C2+1 3 1+C2+1+C2+1 3 .1+C2+1*C2+1 3 ee' 4r 1+C1*1+C2M 3 1*C2+1*C2+1 3 1+02+1+2+1 3 7C 1*42*1+22+1 8 1+C2+1+02+1 3 10241+02+1 3 74• 1*52*1+02.1 3 1+22+1*02*1 3 1+C2+1+C2+1 3 e4' 1+C2+1+C2+1 3 1.02.1+C2+1 3 1+02+1+02+1 3 84' 1+2+1+22+1 3 1+12+1.02+1 3 1+02+1+22+1 3 att•7nr 1+02+1+02+1 5 102241+22+1 3 1+C2+1+C2+1 3 08.711V 1*02+1+22+1 3 1+524102+1 3 1+02+1+C2+1 3 4r 1+C2+1*42+1 ! 14.C2+1*C2*1 3 1+C2+1+C2+1 3 48• 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C241 3 53•l/r 1402+1*C2+1 3 102+1+02+1 3 102+1+02+1 3 53-1/r 1*02*1*62+1 3 1+22+1+22*1 3 1+C2+1.02+1 3 eV 1+C2.1+02+1 3 1+1:2*1+C2+1 3 14 241+C2+1 3 so'_._ 1+02.10 2+1 3 1+22+1+C2+1 3 1+02+1+22+1 3 sr 5054, 102+1+02+1 3 1+2+1+02+1 3 1+02+1023+1 3 er BPNr 1*C2.1+02.1 3 1M2+102+1 3 1+402+1+020 3 74. 1.02.10220 2 1.02.1.020 3 1*02*1*02*1 3 76' 1+02+101+1 3 1+0241+2+, 3 1+220+02.1 3 64. 1+02+1+02+1 9 1•024140241 3 102+1+02.1 3 84' 1+02.1+02.1 3 102+1+22+1 3 14G2*1+122+1 3 83-7ne• 1+C2.1402a1 3 1+02+14C2*1 3 1+2241*02+1 3 138-7n8. 1+02*102*1 3 1+02*1402*1 3 1+020+02+1 3 NOTES 4r 1+C2+1+C2+1 3 1*4:2*14C2*1 9 1+C2*1+C2+1 3 42f 1.C2+1+C2+1 3 1+C2+1+02+1 3 1*C2+1+C3+1 3 asvr 1*C2*1+C2+1 3 1*4:241+c2+1 3 1+02+1402+1 3 5SVB' 1402+102.1 3 1+ca414C241 3 1402+10 2+1 3 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE Br 1402+1+02+1 3 1+22414C2+1 3 1+C2+1+02*1 3 Er 102.102.1 3 102+102+1 3 1+020+02+1 3 FOLLOWING DIMENSIONS: er 54' 1+12002+1 3 1.02*1*C2+1 3 1*02+1+01+1 3 sr 54" 1+02+1+020 3 1+52+1.02+1 3 1+C241402+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF 74' 14020.02+1 3 1+12+14422+1 3 1* 2+1+C2+1 3 74' 1+C2+1+C2*1 3 1+C241+C2+1 3 '+C2+1.C2+1 3 MEETING RAIL CENTERLINE. 94' 1+CZ+1+1:2+1 3 1*02.1+02*1 3 1+C2*1*C2.1 3 84' 1.03*14C9.1 3 10 22+14C2+1 3 1+02+1022.1 3 25 3/4" MAX FROM CORNERS. 087nr 1+22+1+02+1 3 1+02+1.52+1 3 1002+1022+1 3 86.7nr +C 1417+13+1 3 1+C2+C 412+1 3 1+02+1+02+1 3 a cE JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" 4r 1+C2+1*C2*1 3 1+C2+1*t;2+1 3 1+c2+;+C2+1 3 48' 1*C2*1* 2*1 3 1+C2+1*C2+1 3 1*C2elre2+1 3 MAX. 0.C.� 831/e' 1.02.1+02+1 3 1+02040241 3 140241.02*1 3 e3.1/6' 1.02+1022+1 9 1402+1+02+1 3 1+02+1+02+1 3 etr 1+020.02+1 3 t+C2+t+c2+1 3 1+c2.1+c2+1 3 go. t+02+1+c20 3 1.02+102+1 3 t+c2*t+c2.1 3 2)+F' WINDOW�S�I•ZES NOT SHOWN, GO TO NEXT LARGER 11111111//1,/ 1 ��or1Y lYly2y♦� �,, er er ,«cP*1+C2+, 3 ,4CL+,4C24, 3 1+02+1+22+1 3 E8 EC 1+C20022.1 3 1+C2+1+C2*1 3 1+02+1+02.1 3 •"''wIN w Q`i 1B1 c4 • • • • •`‘ ��. ' :'7i ,, 74' 1+02+1022+1 3 1*C2+1+C2+1 3 1+C2+1022+1 9 74' 1+03+1+0341 3 1+02+1+C2+1 3 1+02+1+C2.1 '3 • • • • • - 4; • L1GEN2?E; •. `�%� 5 1022.1+02+1 3 t+cnt+cl*1 9 t+ra+1*C2+1 3 64 1*c3+1*cs+t b ,+C2+1+Cu«, 3 t+C2+1+c2*1 ! • • •• •• • OBRRABL FR AISG DIMBN6ION6 SHOWN. FOR FIN = ; No. 38.7nr 1*02*1.02+1 3 1+C2*1*02+1 3 1+C2*1+C2+1 3 e6.7/1V 1+C9+/+C3+1 3 1*C2+1402+1 9 1+C2+1*C2*1 ! •3) • wS•, ,CT '�' FROM TABLE SIZE DIMENSIONS. •• * Wag /1 * er 1+ 2+1*C2+t 3 1+C2*t+o2+1 3 1+C2*t+C2+1 3 4r 1.C2 1+C2+1 3 1+ 241*C2+1 9 1+C2.,*C2+1 ! • t •SriB'I • • _ = - ( rT2Tici-1-.e, ler 5S1/r 1.02+1.02+1 3 1.02+1+C2+1 3 1+C2+1+C2.1 3 5SNr 1+C2+1+C2+1 9 14C2*1+02.1 9 1+C2+1+C2*1 94) FOR INSTALLATION IN THE HVHZ ABOVE 30 Ff, GLASS •••,• 1+02+1*C241 3 1*C2.1+C2+1 5 1+C2+1.C2*1 3 t0' 1+0+1*C2+1 3 1*C2+1+02*1 3 1+02+1+02.1 3 TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. i T '•. 8r t!' t*r2*t+c2.t 9 t+C2.1+C2+1 3 1+cz+,+c2+1 3 8e' er 1*C9+1+C3+1 3 1m+t+e2.1 3 14c2+1+02+1 3. • • H THE DP ANIy1NCHOR QiyWTI=Y REMAIN •-.,0�1•'•FL coma. .•' 74' 1+C2+1+C2+1 3 1022+1+22+1 3 1.02+1+02+1 3 74' 1+53+1*23*1 3 1+CM1♦C2.1 3 1+02+1+02+1 3 • • liNCHANOED! • • • `4" i1`o ""' CJ' a4' 14M.1+02*1 3 1052.102*1 3 102+1.C20 9 34' 1+C3+1+C14/ 3 14C2+1*(2+1 3 1+C1+1+C2+1 3 • • • •• • • . • • • `�� /2,,QNIQL e67nr 1+C3+1+C3+1 3 t+C2«t.C241 3 1+02*1+02+1 9 eeanr 1+CB*1*c341 3. t+C2+1+Cz+1 3 1+CZ+1+c2+1 3 • . . '1• • •)6EE GL • +E�E�CI�PTg)ND OD SHEET 2. fE,it A. LVHNUBJFL P.E. • .... • • • • • • • • P.E#6870o ••• • • • • ••• • • • • • • • • • • • • • 0410 • • • • • • • • • • • • • • •• •• • • • •• Of 000 • • • ••• • • TABLE 12: TABLE 13' AndlorQuan8tIe•,XOX,1/4-1i2-1/4 telt Glass typos A, B, C, G, H A I AnoherQuatltltles,XOX,1/4• 4-1/4 wtlh Gass Types D, E, F, J, K • L TABLE KEY: Oaaa3 Mail Socha Gawp A Ndor fiug3 Anchor Omup C dxall Coed Mahar Chao A Ander Group B Anita Group C X O X V0311 H+422e ibud & an Jamb Had & 5/1 Jamb Had a ea Jamb width Halpht Head 6 8111 Jamb Head & 8tl Jamb Hold & SO Jamb 63-1/18 , 1+02+1402+1 2 1+02+1+02+1 2 l.c2+1+C2+1 2 831/P 1a02+1+02+1 2 1+02+/+c2+1 2 1+02+I+22+1 2 I1+C2+2+C2+1 13 1-.--ANCHOR QUANTITY PER JAMB 60' 1402+1+22+1 2 1+2.2+1+02+1 2 1+02+1+02+1 2 60' 1+22+1+02+1 2 1+22+1402+1 2 1+02+1+22+1 2 74• 1.02+1+02+1 2 1402+1+22+1 2 1+02+1+c2+1 2 74' 1 22+2402+1 2 1+c3+1«4:2+I 2 1+C24I+C241 2-FP HEAD - 1,G2+2+C2+1 2 1402+1+22+1 2 1+02+1+02+1 2 84• zs' 1+0242+02+1 2 1+02+1+02+1 2 1+c2+1.C2+1 2 AND SILL ANCHOR QUANTITIES 6P 10:2+2+020 2 1402+1+02+1 2 1.0E+1+C2+1 2 or 1.C2+2.C241 2 1+C2+2+.2241 2 1*C2 I,C2+1 2 A CLUSTER OF (2) ANCHORS CENTERED 1663012 1402+2+I2+1 - 2 1402+1+c2+1 2 1+C2+1+102+1 2 106-8' 1+0242+024.1 2 1+02+2+02+1 2 1+0241+22+1 2 ON EACH MEETING RAIL PLUS (1) PRODUCT REVISED 106' 1+G2+2+02+1 2 1+02+1+02+1 2 1.2+1.172.1 2 ler 1.C242+02,1 2 1+02+2+02+1 2 1+020+02+1 2 ANCHOR AT EACH OPERABLE VENT as complying wlti+ the Florida Tt1` 1.02424C2+1 2 1+02+t+C2«t 2 t+2+t+c2+t 2 �Ti4- 1+0242+02+1 2 1+02+2+C2+1 2 1+10241+02+1 2 Bwmmg Code 63ts 14C241+C2N 1 1+Q4t+C2,1 2 1f02+1+C2,7 2 51111` 1+C2+1+02+1 2 1+02+1+22M 2 1+020+020 2 PLUS 2 ANCHORS AT FIXED SECTION. ( ) NOA-No. 17-0411.06 1.C241+C2+1 • 2 1+02+1+02+1 2 1+02+1+02+1 2 67 1 C2+1+t2+t 2 1«C2+1+12+1 2 1.C2.t.c2«t x (8) ANCHORS TOTAL AT HEAD AND SILL 1+2241+02+1 2 1+02♦1+2241 2 1+22+1+22+1 2 74' 1+C242.02+1 2 1+02+1+G2+1 2 1+220402+1 2 Ertpint/on Date 12/2112021 ea 1+02+2+02+1 2 1+02+1+22+1 2 1.122414G2+1 2 1+02+2+02+1 2 1+02+1+02+1 2 +l+ 1+C2C2t1 2 (4' MIN. O.C. ANCHOR SPACING) or 3P + 102.2.C2+1 2 C2++1 1+1.C2 2 1+C2+14+1 L2 2 6P ae^ 1+C2+2+32+1 2 1+02+2+02+1 2 1+02+1+ 20 2 By �Mlaml.,Af 1063'8• 1+02+2+02 1 2 1+02+2.C' 1 2 1402+1+02+1 2 1061�3 1+02+3+C2+•1 2 1402+2002«1 2 1+02+2+22+1 2 rodue! Control 10P 14C2+2+C2H 2 l C2+2+12 1 2 1+02+1+02+1 2 10P 1+03+3+02+1 2 taC2+1«C2N 2 1H2f2+t2M 2 2 25 3/4" MAX. 111' 1+C2f2+C +4 2 1+a2+2+C3l 2 1+C1+1+C2+t 2 111' t.C2+3+C2+1 2 140242+C21 2 1+C2+2+C2+1 2 531/a 1+1241+02+t 2 1402+14 2+1 2 1+C2+1+C241 2 6btl8 1+C2.1+C2+1 2 1 02 l C2rt 2 1+C2.1+C1H 2 id r- '" MIN., 10 1/2" MAX ppp 3/24/17: UPDATED TABLE & BQ' 1+22+1+02+1 2, 1+02+1+02+1 2 1+02+1+02+1 2 67 1+2j41+02+1 2 1+C2+1+C2+1 2 1402+1+02+1 2 .J� r I.1 1 l 2- 6 ! 6- ELEVATION. 74' 1+C2+9f02N 2 1+C2«tf02.1 2 1aC2+1hc2+1 2 74' 14C2424p2+1 2 1+c1«1«C2+/ 2 f«02+1+C2+1 2 9' MAX. I x O X � ' 1+C2+2.C2+1 2 HC2.1- +1 2 14C241.C2+1 2 Sr1+t7+2+C2+1 2 1+C2H•02+1 2 1+c2«1+C241 2 - 96' a9.YP 1+C741«CRH 2 1+C2f1-. +1 1 1aCM1+C2,1 1 Or �'yP S+C2+2,C2+1 2 1+0242.- '1 2 1+G2+1+C241 2 7�__�--^-��__/ 106&P 1.02+2412+1 2 1+0+2402+1 1 1+40241+02+1 2 1063/72 1+133+3+02+1 2 1+CZ+2+02+1 2 1K2.2+172.1 2 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 COPYRIGHT a2O17 PCT INDU^uTPoES, INC, ALL RIGHTS RESERVED 10P 1+02+2+2241 2 1.12.244241 2 1+422+14t2+1 a 106' 1+02+3+02+1 2 1402+2K2+1 2 1+C242+22+1 1 MTG. RAIL, TYP.- 111 1+C242+C341 1 1.02+2+02+1 2 1-. -/ 2.1 2 111' 1+I2+3+22+1 2 1+C2+2+C241 2 1+0242402+1 2 63.1/8' 1+22+1102+1 3 1+02+1+32+1 3 1+02+1+02+1 3 2341/8' 1+02+1+02+1 3 14132+1+02+1 3 1+02+1+82+1 3 EXAMPLE CLUSTER W/ QTY. 6P /+02+1+G2+1 3 1+„^2+1+403+1 3 14102+1+02+1 3 60' 1.. 2.1+C2.1 3 1+C2+1+C241 3 1+C2+1+C2+1 3 74' 1+02+t.02.1 3 1+02+1+020 '3 1+Q+1+02+1 3 74' 4+C2+2+01+1 3 1+02+1+02+1 3 1+020+22.1 3 OF (2) ANCHORS sr 1+C242.0241 3 1+02+1+12+1 3 1+02+1+02+1 3 0r 1+02+2+02+1 3 1402+1+02+1 3 1+02402+1 3 6P 4r 1+01+2+0141 3 1+2+3+62+1 3 1.020+02+1 3 6P �, 1+C2+34020 a 1+02+2+402+1 3 1+22+1+02+1 3 (SHOWN IN TABLE KEY ABOVE) 10aa"6' 1+02+3+02+1 3 1+02+2402+1 3 1+02+1+02+1 3 1063/8' 1+02+3+C241 3 1+02+2+02+1 3 1+02+2+02+1 3 ttls 1+22+3+02+1 3 1+12+2+02+1 3 1+02+1+020 3 1118' 1+1724.3+0241 3 1+02+2+02+1 3 1+02+2+02+1 3 11r 1+02+3+02+1 3 1+02+2+32+1 3 1+02+1+02+1 3 111' 1+02+3+22+1 3 1+22+2-22+1 3 1+02+2+02+1 3 63-118' 14C2+1+02+1 3 1.C241+222+1 3 1.02+14132+1 3 63.1/8' /+02+1+02+1 3 1+C241+132.1 3 1+02+1+42,/ 3 60' 1+12.4+02+1 3 1+02+1+02+1 a 1+01+1+02+1 3 38 1+02+1+02+1 3 1+02+1+10241 a 1401+1+22+1 3 74^ 1+22+1+ 2+1 3 1+02+1-* 2+1 3 1+02+1+02+1 3 74' 1+02+2+02+1 3 1+02+1+02.1 3 1+02+1+02+1 3 14" 1+02+2+02+1 3 1+C3+1+Cx+1 3 1402+1+22+1 3 _ 84' 1+02+2402+1 3 1+02+1+ 2+1 3 1•C2+1+0241 3 lP &)d+P 14 2+2+02+1 3 1+02+2+03+1 3 1+02+1+432+1 3 66' ,P 1.02.3+02+1 a 1+02+2+02+1 3 1+03+1+1241 3 106-38. 1+02+3+ 2+1 3 1,402+2+21+1 3 1+02+1+02+1 3 106376' 1+03 3+ 3+1 3 1+02♦2+02+1 3 14024+02+1 3 10r 1.22+3+02+1 3 1+02+2+02+1 3 1+02+1+22+4 3 184' 1+03+3403+1 8 1+02+2+020 3 1+02+2+02.1 3 111' 1402+3+02+1 3 1+402,241:2+1 3 1+0242+02+1 3 111 1+03+3+02+1 3 1+02+2+02+1 3 1402+2+02.1 3 63t/P 102+1+02+1 3 1+02+1+02+1 3 1+32+10320 3 63-1A' 1+72+1+22+1 3 1,02+1002+1 3 1+02+1+220 3 NOTES 60" 1+02+1+01+1 3 1+02+1+22+1 3 1+020+02+1 3 BT 1.02,1+02+1 3 14 2+1+102+1 3 102+1+22+1 3 74• 1+22+1+C1+1 a 1+02+1+42+1 3 1+02+1+02+1 a 74• 1+02.2+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE a4' 1+02+2+02+1 3 1+02+1+02+1 3 1+02+1,02*1 3 64' 14C3+2+23+1 3 1+102+1+02.1 3 1.c2+1+22+1 3 FOLLOWING 6P 1+0242+02+1 3 1402+2402-01 a 1+02+1+02+1 a eP 14C343.C341 a IN:2424C241 3 1402+1N:241 3 HEAD &SILL: 101/2" MON EACH SIDE OF ILL-DUV10 1/2" MAXt063/r 1+82+3+02+1 a 1.72+2* 2+1 3 1+32.1+32.I 3 /08. /P 1+03+awa41 3 1*03.2+02+1 3 1+22+2.r1.1 a 13r 1+0243+42+1 3 1+02+2+ 2+1 3 1+02+1.C2+1 3 -.1 1+043+0341 3 1.42+2+02+1 3 1+02+2+02+1 3 MEETING RAiL CENTERLINE. 111' 1+02+3+02+1 3 1+02+2+2+1 3 144:2+2+C2+1 3 111' 1+03+3+031.1 3 1402+2+02+1 3 1+02.2+22+1 3 25 .3/4" MAX. FROM CORNERS. 53•1A7 1+C2+1+c241 3 1+02+1+02+1 3 1+02+1+40241 a 63.tre" 1+C2+1.C2+1 3 1+02+14020 3 14c2•14c2.1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" 00' 1+03+1+0241 3 1422+1+020 3 t+020+102+1 3 87 1+02+1+0241 3 1+02+1«02.1 3 1+02+1402+ 3 MAX. O.C. 74 1+02+1+020 3 1+02+1+12+1 3 1+02+1+02+1 1 74' 1+C3+2+01+1 3 1+02+1402+1 3 1+02+1+02+1 3 114 S EB GO NEXT LARGER ��ii: 3e' 1+1342+03+1 3 2+2+22+1 3 1+02+1+C2+1 3 6P 1+13+94C3.1 3 1.C2.2+02+1 3 1+02+1+02+1 3 •NQT •H •WN WINDOWNTA •```�`�pNY�LyNN �vICENee 4183'P 1+03.3.C341 3 1+t:2+2,C2+1 3 1+C2+1+C2+1 3 10837P 1+03+34230 3 14C242+C2+1 3 1+C2+2+C2M 3 • • •FF••• • • ' �' 10P 11 3+3+03+1 3 1.02+2+02+1 3 1+02+1402+1 3 +OP 1+03+3+03+1 3 1+02+2.C.T+1 3 1+02+2+(2+1 3 • • • 3) fi t��,Q E DIM!N8K P16 SHOWN. FOR FIN � '% 111' 1+C3+3402+1 3 1+C2+2.C2,1 3 1402+2+C2+1 3 111• 1+C3+3+C3+1 3 1+C2,2+C2+1 3 1+C2.2+C2+1 3 VAN SIZE -*:• NO.58705 631IP 1+L^+1+02+1 3 i+C2+1+C2+1 7 1+C2+1•Qai 3 63-1/P 1+C2+14C2+1 3 1fC2+1+C1+1 3 NC2+t,C2a1 3 Stf•SUBWCTltRQM:AB�E DIMENSIONS. • - �' = 60' 1+C2+1+Q+1 3 1+02+1+02+1 3 1+02+1+ 2+1 3 8P 1+CS+1+C3.1 a 1+01N+C2*l 3 1+02./+2241 3 "0 74• t«CZf1+C2+t 3 140241.0241 3 1+C2+t+C2+t 3 74' 1+0342+03.1 3 1+02+1.02+1 s 1+C241ft2+t a 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS � '•. ' �- 64' or 1.c3.2+C3.1 3 1.Cx+1+c2+1 3 1.02+1+02+1 3 84' 1403+2+03+1 3 1+0241,G2+1 3 1wj.1+02+1 3 TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. s.- '•._ sLVE O,• V� 143' 1+03+2+C3+1 3 1+C2+2+02+1 3 1+020+2241 3 nB' 03` 1+C343.C3+1 3 1+C1+NC2+1 8 1.C2.t+C2*I 3 • O?FfPHE DP MID ANC IOR QUAD' TUY REMAIN • '• '20 'ice 53 RID►`.••' ?�\ 1063/e' 1.G3+3+C1N 3 t+C2+2fC2+1 3 HC2.t+t2a1 3 106d/P 1403443+1 3 14C2+2+G+1 3 1+02+2+030 3 • y1NCF*NGED.• • • • • • • �i�ls/ NG �� t08r 14C343.C3+1 3 4.C2+z+G241 3 1+Q41+Q+1 3 10P 1+03+3+03+1 3 1+02+2+02+1 3 1+02+2+C2+1 3 • • • • • • � • • • • • 72' ANAL 111• 111' 1403+3+03+1 3 1+C2+2+10241 3 1+01+2+03+1 3 111' 1+C3+3+03.1 3 1+02+2+03+1 3 1+024402+1 3 • 45) SE. CLASS TYRE GIES4RIATI4NSitit4HCET 2. 1� A. LYNN GILLER, RE. . • • • • • a P.E.6 68706 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 3 i 5-2590 F (786) 315-2599 www. m i s m idad e.gov/eco n o m y SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of.cQustruction materials. The documentation submitted has been reviewed and accepted by Miami.Dade Cobalt; RER Product Control Section to be used in Miami Dade County and other areas where rowed by:tlse•iNuthority •• Having Jurisdiction (AHJ). .... This NOA shall not be valid after the expiration date stated below. The Mia1$>" D de County Product...: Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miarni:-.aade Count)}reserve • the right to have this product or material tested for quality assurance purposes. J ilaiis•produc• �q .;nateri4l � • • • fails to perform in the accepted manner, the manufacturer will incur the expense of i•testingoirfd me AIII.... may immediately revoke, modify, or suspend the use of such product or material.witbrin their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dale Ctotinty Product Control • • • • Section that this product or material fails to meet the requirements of the applicabl¢ bui_k ing cotie. • This product is approved as described herein, and has been designed to comply *tth the Flat'ltIa•$uildirrg Code, including the High Velocity Hurricane Zone.- • (DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, 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 and renews NOM 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. • • •• •• •• • .... • B. TESTS • • • • • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading.p,est:B$C, TAS.202-94. 2) Large Missile Impact Test per FBC, TAS g01•- • • • • •• • • 3) Cyclic Wind Pressure Loading per FBC, TAM 703-94 • • •' along with marked -up drawings and installation diagram of a slidizx ��a; s dogx�• • a PVC fixed window and an aluminum sliding glass door, using;K.odispace.4SG TPS .• spacer system, Duraseal® spacer system, Super Spacer® NXTIM spacer sxstent and )i.,••:• Edgem spacer system at insulated glass, prepared by Fenestr3tiop'Testing Laborato4y....: Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-NlY7d, date1:1••11/16/ft, • 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.21) 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 a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P .E. Product Contro Exa ner NOA No. 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 04/2I15, .... F. expiring on 07/04/18. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t'` Utlitit n (20J P• apd with FBC 6t11 Edition (2017), dated August 29, 2017, issued by manuiacturer,'si ned and: • sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2015, .issued by manufacturer, . . . . . .. . . •.. • •. • .... . • signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated iVlarcli 09, 2016, • signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.21) . . . . • •..• •• . • • • • . • • . . • .. • G. OTTIFRS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/11/18. E-2 . . / Manuel P P.E. Product Contro i, iner NOA No. -0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT - CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4, NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASO, 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1-6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types Sheet N 1 5/16" Lami (1/8 An - .090' PVB - 1/8 An) 5 2 7116"Lami (3/16An-.090"SG-3/16An) . 6 3 7/16" Lami (3/16 HS - .090" SG • 3/16 HS) 7 4 7/8" Lami. IG (1/8" An - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 5 5 7/8" Lemi. IG (1/8" T - 7116' Air - 1/8" An - .090" PVB - 1/8" An) 8 6 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An -.090" SG • 3/16" An) 9 7 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" HS - .090' SG • 3/18" HS) 7 8 7/8" Lami. IG (3/16" T -1/4" Air - 3/16" An -.090' SG - 3/16" An) 9 9 7/8" Lami. IG (3/16" T- 1/4' Air - 3/16' HS - .090' SG - 3/18" HS) 7 PVB"= TROSIFOL® gVB BY KURARAY AMERICA, INC. SG". SENTRYGLAS BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-8 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4' MAX. —a.- 3T WIDTH 25.476' MAX. O.C. IF WIDTH IS UNDER 33.476" (HEAD & SILL B, SEE SHEET 2 A 69" VISIBLE LIGHT HEIGHT (DLO) / 4" MAX. T / I ---� 17-1/2' MAX. A, SEE 0.C. SHEET2 USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26" OR OVER ExTERIOR 76" a HEIGHT 5716" LAMINATES GLASS STACK .093"TROSIFOL•PVB BY KURARAY AMERICA. INC. 1/B' ANNEALED GLASS EXTERIOR a GLASS TYPE 1 718` NOM. GLASS STACK B 7/1 e"AIRSPA 1/8" AN ANNEALED TEMPERED ' OR GLASS • © - ©' 4-1/2" MAX. O.C. IF WIDTH IS 33.476" & OVER (HEAD 8 SILL) 30" VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW CODES/STANDARDS USED: .2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION .2014 FLORIDA BUILDING CODE (FOC), 5TH EDITION •ASTM E1300-04 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 GENERAL NOTES 1 ELEVATION 1 GLAZING DETAILS . . 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES. 4 DESIGN PRESSURES 5-9 ASSEMBLY DETAILS/BOM 10 EXTRUSIONS/SPACER 11 0%111111//1Y7 ��•��NY `�,, ;.1GENSF' • ' No. 58705 •k Q••. ''77S1ONPLE\`• 7111,111111111 A. LYNN MILLER P.E. P.E./i 58705 I/O" ANNEALED GLASS 11/16" GI ASS BITE 6/16"LAMINATED GLASS STACK 1 /8" ANNEALED GLASS .090" TROSIFOL®PVB 1/4" AIRSPACE BY KURARAY 3/16" ANNEALED AMERICA, INC. GLASS 7/15" LAMINATED GLASS STACK �090" SG® BY KURARAY 3/18" ANNEALED OR AMERICA, INC. 11/16" GLASS BITE GLASS HEAT -STRENGTHENED - GLASS 3/16" ANNEALED OR HEAT -STRENGTHENED EXTERIOR 38 I GLASS TYPES 2 & 3 ,,1/8" ANNEALED GLASS EXTERIOR 11/16" GLASS BITE /37 GLASS TYPES 4 & 5 7/S" NOM. GLASS STACK 1/4" AIRSPACE 3/16" TEMPERED GLASS\ EXTERIOR (:/ 37 7/16" LAMNAIED GLASS STACK 3/18' ANNEALED OR 'NEAT STRENGTHENED GLASS .090" SG• SY KURARAY AMERCA, INC. 3/19" ANNEALED OR HEAT -STRENGTHENED GLASS 11/16" GLASS BITE GLASS TYPES 8 & 9 •• • • . •R•vlsei B1*. • : . •JR • • ••• • r•vis•i BA • • • Dgtt • 4)5/25/17 • Dote: • •• Revsion: UPDATED ANCHORAGE PER FBC 2017. Rev sion: 7/16" LAMINATED GLASS STACK )3/15' ANNEALED OR HEATSTRENGTHENED GLASS .09D" SOS BY KURARAY AMERICA, INC. 3/18" ANNEALED OR HEAT -STRENGTHENED GLASS 11/16" GLASS BITE PRODUCTREVISED as compltirg with the Florida Building Code ,�yy Acceptance Nn�o / • � p 14"•g- D:(p'ntic)n Dale 2025 By bl r; \�J `6 Oescrip:ion: Drown BY: GLAZING DETAILS J ROSOWSKI • 1070•TLCNNOLOCY i pRIVE • • • • • •N. VE,,,ICE, FL S427S • •Hc: • • • Dote: • • • (9t) 48•-1e0p • : r4SEVIcNT VQ'INDOW DETAILS - LM & SM 08/08/12 CQ�P /GHro20t7 • • • ALL mGHUSTRIES. vuo • • Series/Motlel • Sccle: `nee;: Droving No. Rev: . ALL HTSRESE CA-�/40 NTS 1 OF 11 MD-CA740-LM C CERT. OF AUTH. #29296 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EXTERIOR EDGE DISTANCE AS REQUIRED PER TABLE 3, SHEET 4 ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB WINDOW HEIGHT VISIBLE LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE DISTANCE EMBEDMENT JAMB HARD- WARE CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3. SHEET4. EDGE DISTANCE EMBEDMENT BUCK HEIGHT ATTACHED TO FRAME JAMB EDGE DISTANCE VERTICAL SECTION B-B OPTIONAL ADDON FLANGE ® HEAD, SILL & JAMBS NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. 1/4" MAX SHIM EMBEDMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4" MAX SHIM 15 ATTACHED TO VENT SILL FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. BUCK WIDTH ATTACHED TO FRAME SILL •(18) BELOW OPERATOR ARM ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) SEE DETAIL _ Al, BELOW WINDOW WIDTH HORIZONTAL SECTION A -A 10" MAX. 0011 111, .`aONY LYNN ,1; ,,,� ��'t .•'• JCENSF �� * No.58705 =moo•: 6 T �� • �� /',„62/ONAL EN `‘‘ A LYNN MILLER P.E. P.E.e58705 10" MAX r 1 L— rr SEE DETAIL A2, BELOW INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. NOTES: 1) WHEN INSTALLING COMBINATION UNITS. ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR EGRESS FORMULAS: - WIDTH, WASH HINGE: WINDOW WIDTH - 13-1/2 WIDTH, EGRESS HINGE: WINDOW WIDTH -7-1/2 HEIGHT: WINDOW HEIGHT - 6 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) f. Window Anchor Type LL WMdth A B, C & D • � t 17" - 25.0" 1 0 26"* 1 1 1- Window Anchor Type LL Height A B,C&D 17' • 25.9" 1 0 28"* 1 ' 1 • • • • •• •• • • Dot Revision: • JR• • 9�5/25/17 sHOEHETANGES THIS • .Vvise: Sy Dot; • ReVston: PRODUCT REVISED as complying with the Florida Building Code Acceptmce tact /7-Ob/¢" Fr�gt D>ue 7 ?t/23 II max,, Ey J ROSOWSKI •1'170.1171NOLOG CRVE • • •N. VE�J ICE, FL 42 • •tie: • • • • Dote: • • (9:1) 486-1 ar • : CA•SE%1i6NY VQINDOW DETAILS - LM & SM 08/08/12 • • GGC{�INJILIGHTa2eI1y7C� • • • - • • • • Al .5%7 S RI ERa"cII • •Series/Mode!• • Scold: Sheet: oroxing No. Rev-: CERT. o= AUTH. p2929e. CA-740 NTS 2 OF 11 MD-CA740-LM C Descnpllon: CROS S. S ECT IONS & INSTALLATION • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • CASEMENT (X) F WINDOW HEIGHT 740 SERIES CASEMENT WINDOW WINDOW WIDTH EXTERIOR FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. 3) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCT'S DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) )+— 10 , SEE NOTE 7, THIS SHEET 10", SEE NOTE 7, THIS SHEET 740 740 FRAME SERIES SERIES ASSEMBLY CASEMENT CASEMENT TUBE WINDOW WINDOW 1 740 SERIES CASEMENT WINDOW EXTERIOR MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES FRAME ASSEMBLY TUBE HORIZONTAL SECTION C-C 740 SERIES CASEMENT WINDOW MIN.#12X 1' SMS THROUGH INSTALLATION HOLES FIGURE 2: 740 SERIES AWNING WINDOW D FRAME ASSEMBLY TUBE 740 SERIES —CASEMENT —�- WINDOW E FRAME ASSEMBLY E TUBE 740 SERIES FIXED WINDOW 'SEE PRODUCTS NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIOR z V 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE MIN. if 12X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION .E-E • • • 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANC:10R GROUP:R0 IJ LE , • • • 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. • •• ••• •• • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. • • • • • • • 4) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NT�DE) IN TYE HEAD, SLL AND AMIiS OF • • YOUR WINDOW. • • • • • • • • • • • •• • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO SHE SUBSTRATE MW SeREQIARED (SEE • SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). Pi?ODI.Cf REVISED as complying with too Fonda Bonding Coda A,,VistrnceNO / -0 -t4.14 HAptrotion Date aY.ri 1' .1j{nay r'+ FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE • t! .S TERLINE. SEE TABLE BELOW: .Additional Anchors Required on each Sire of the Frame Assembly Tube (FAT) R Window Anchor Type LL Width A B,C&D t 17"-25.9' I 0 _ 26"r 1 1 I-• Window Anchor Type ac.• Wight A B,C&D t: 17:- 25.9" I 0 • 26"+ 1 1 0 W 0 Z 0 Z I". N 80 N 07 0 gCO o co >Y� 0 0 G � v0 CO oZ o1`j 11 'r "// ..`BONY LY./ , 't/ / ▪ * No.58705 7:17--' �'▪ �T •'•,L ORIOP':. ,��: ",,''ONAL�F�--tos A L+ Alltl, P.E. P.E,#58705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 Window Anchors Required Window Width (in) tmder23" 25-15/16' 27.34' 30' 33-1/2 35' PTA. Ancho Group Ancho Group Anchor Group Ancho Group Anon Group Ancho Group Ancho Group A BCD ABCD ABCS A BCD ABCD A BCD A B l C D ° under 29' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 4 3 3 3 5 3 3 3 25.15/18. Jere 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2/ 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/SIII 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 5 3 3 3 5 3 3 3 31338" Jamb 6 4 4 4 8 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 B 4 4 4 Head/SIII 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 9 5 4 3 3 48" Jamb 6 4 4 4 8 6 4 4 8 6 4 4 8 8 4 4 8 6 4 4 8 6 4 4 8 6 6 4 Haad/Si6 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 sir Jamb 8 6 4 4 6 8 4 4 8 8 4 4 8 6 4 4 10 8 6 4 10 8 6 4 10 8 8 L3 4 Head/561 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 Jamb 8 6 8 4 10 6 6 4 10 6 6 4 10 6 6 4 12 6 8 4 12 8 6 4 12 11 4 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 63, Jamb 10 6 6 6 10 6 8 6 10 B' 13 8 12 8 6 8 12 8 6 6 12 6 6 6 12 8 6 6 Heed/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 72' Jamb 10 8 6 6 12 8 6 6 12 8 8 6 14 8 8 6 14 8 8 6 14 8 8 6 14 8 6 6 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 5 3 3 3 5 3 3 3 78" Jamb 12 8 6 6 12 8 8 6 14 8 8 6 14 10 8 8 14 10 8 8 14 10 8 8 14 10 8 8 Heed/5111 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 4 3 3 3 5 3 3 3 sr Jamb 12 8 8 6 14 10 8 8 14 10 8 6 18 10 8 6 18 10 8 6 Heed/$18 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3_ 2 2 USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1, DIMENSIONS SHOWN ARE WINDOW TIP TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • ••,r--" Group Anchor Substrata Min. Edge Distance Min O.C. Dletreme Mln Embedrron Anchor Paste Required? 5. Per. 516' 1' 1-3/Y No 6083-15AMm. 3/5' 5/8' .083' No 412, steal 0M5 (G5) A36 Sleet 316' 6/6' .050' No A1353 Stud Or. 33 3/8' S/6' .045', 20 Oa. No A S. Pine 5/8' 1' 13/8' No 414, meet SMS (G5) 6063-15 Alum. 3/17 5/6' .063' No or 414,410 SS SMS Age ewer 3/6' sir .0110' No A853 Stud. Gr. 33 3/8' 5/8' .045', 20 Ga. No 2.85k Concrete 2.1/7 4' tam No - 8 1/4' Steal Uancon Holy Block 1" 6' 1-1/4' No Holow Block 24/7 5' 1-1/4' No _ 1/4' steel U6racm Holow Block 1" 6' 1-1/4" Yes C .1/4' 410 SS 3.35k Concrete 1" S' 13/4' No Crel&9ex Hobw Bock 2-1/7 5' 1-1/4" No S. Phe 6/8' 1' 14/8" Yes 012, steal SMS (G5) 6083-15 Alum. 3/6' 8/6' 0713' Yes or 412, 410 SS SMS A36 Steel 3/6' S'r 050' Yes A653 Stud Or. 33 318' 5/r .54r, 18 t3a. Yes S. Pine 5/e' 1' 1-air. Yea 414, steel SMS (05) 6063-75 Alum. SW sir .071T Yes or •14, 410 SS SMS A38 Steel 318" 5/r ASP Yes A653 Stud, Gr. 33 3/r sir .04 V, 18 Ga. Yes D 2.85k Concr0N 1' 4' 13/4' Yes 2.65. Concrete 2-I/7 4' 1-3/8"Yes 1/4" steel UMocon Hollow Block 2-1/2" 5' 1.1/4' Yes Filled Block 24/7 4' 13/4" Yes 1/4" 410 SS 3.35k Concrete 1' r 13/4" Yes 3,35k Concrete 2-1/7 6' 1' Yes Cnrtafbx Holow Block 2.1/7 6' 1.1/4' Yes 3.5k Concrota 1-1/4' r 13W No 5/16" steel Ultmoor, Hollow Block 3-1/r 5' 1-1/4" No F81eel Block 2-1/2' 5' 1.3/4' No 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 SUBSEQUENT TABLES IN THIS APPROVAL 2) ANCHOR MUST EXTEND A MIMI MUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. TABLE 4: Jamb Snubber Location. Glass Type: PVB SG (Types 1,4&5) ('I'pee2,3&6-9) 63' None12' max. from �' andRequiredeach end & 30' 1 lee. max O.C. er 3 O1, � 12" max. from each end & 30" max O.C. 12' max. from each end & 30"' max O.C. PRODUCT REVISED m complying with the Fhsida Building Code I .Acceptance No 1'7-U,o14+-1/- irMxxt Dote 0' "PVB". TROSIFOL® PVB BY KURARAY AMERICA, INC. SG - SENTRYGLAS®BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16' HEAT -STRENGTHENED, LAMINATED GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, +70/-85 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RVLES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWN ING(HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34" X 81" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +701-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. •• ••• • • • • C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). • •• • • •• • • • Materiel Min. Fr Mn. Fs Steel Screw 92 ksi 120 ksi 410 Screw 90 k• MOk•I Earn Ultr.Cort• 1de MAP 17}ksi 410 SS Elea CreteFlexe 127t4iis 188 ksi BOB3-15 Aluminum 1%ks1• 4 A36 Steel 36 k•1 58.ast Gr. 33 S1eol Stud 33 ksi 45 ksi SAMPLE CONFIGURATIONS: X O X r� X D xj NOT ALLOWED WITH FRAME ASSEMBLY TUBE O 14•he- -.10" e- �4 -.10".-- 4" -wi,- 14"I i cAr • A. • _ ir r .11 • • • `• '•I i / I • J _ 1••• I\ I '• • ` I� III 1 I e •1 • • •• • • I•.— 26" _ — =. � 13' + 13" ....-1• • -II 34" z 10.6" 4" 14) N a Ln 0 CN 80 oOp 8 0 0 O m C:w .rU 111II III - .a �'•.!PLt7g1DA . '.�.. A LYNN MILLER, PE. P.E.458705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - Design Pressure (pit for Single Windows, AN Anchor Groups Window Width under23" 25.15/15" 27-3/4" 30' 33-1/2" 35' 37" i C50-5/8' A t under 23' +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 ` +70/-90 25-15/18" +70/-90 +70/-90 *70/40 *70/-90 *70/-90 +70/40 +70/40 383/8' +70/-90 +70/-00 +70/40 +70/-90 +70/-90 +70/40 +70/-90 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70!-91 +70/-90 +70/-90 ♦70/-90 *70/-90 +70/-90 +70/-90 n +70/59.2 80" +70/-90 +70/ 90 +70/-90 +70/-88.5 +70/-80.8 +70/-77.7 +70/-74.3 63' +70/-90 +70/-90 +70/-90 +70/-84.3 +70/-78.5 +70/-73.7 +70/-70.1 72' +70/-90 +70 -87.2 +70/-77.7 +601-71.5 *60/- 824 +60/- 80.9 +l- 59.3 76" +70/-90 +701-84.6 +70/-75.7 +/- 67.3 +/- 58.9 +/- 57.2 */- 55.8 84' +70/-90 +70/-80.4 +70/-71.3 +60/-82.1 +/- 54.2 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) 'PVB = TROSIFOLDPVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW wIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 9 - H PRODUCT REVISE? zo complying with de Yam. Building Code AA__ Acceptance No / _a _4. T Es 'ration Dote imni: ahP •act Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30' 331/7 35" 3T' Anchor Group Anchor Croup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A 8 C&D A B C&D A B C&D A B C&D A B,C&D A B,C&D i under 23" +70/-90 +70/-90 +70/-90 +70/-90 • +70/-90 +70/00 +70/-90 +701-90 +70/-90 +70/-80 +70/-56 +70/-00 +70/-90 +7D/-90 +70/-90 +70/-93 +70/-90 +70/-9D +70/-90 +70/.93 25-15/18" +70/-90 +70/-90 +701430 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-93 +70/-90 -+70/-9D +70/-90- +70/-90 +70/-90 +70/-9D +70/-90 +70/-93 38-3/8" +70/-90 +70/-78.4 +70/-90 +70/-90 +70/&1.5 +70/-90 +70/-90 +70-79 +70/-90 +70/-90 +70/-73 +70/-80 +70/-90 +70/-81.8 +70/-93 +70/-60 +70/-78.3 +70/-90 +70/-74 +70/-90 48" +70/-78.2 +/81.1 +70/-73.1 +70/-90 +/87.5 +70/80 +70/-90 +183.1 +70/-80 +70/-90 +/-68.4 +70/-90 +70/-90 +/86.4 +70/-83.9 +70/-80 +/-626 +70/-90 +/-59.2 +70/-90 50-5/8" +70'-723 +/-67.9 +/-69.3 +70/-90 +/-84 +70/-00 +70/-9D +/89.9 +70-90 +70/-93 +/-56.4 +701-88.7 +70/-90 +/-82 +70/-79.5 +70/-93 +1-59.3 +70/-90 +/-58.1 +70/-89.2 60" +/-81 +/ 48.9 +/-58.5 +70/-90 +/-54 +70/-88.6 ' +70/-90 +/80.5 +70/ 81 +70/-90 +/-4a 7 +70/-74.9 +70/-88.5 +/-62.3 +/-67.1 +70/-80. 3 +/80.1 +70/-77.7 +/-47.4 +70/-74.3 83" +/-58.1 +/-48.5 +/-55.7 +70/-88.7 +/-51.5 +70/-825 +70/-90 +/-48.1 +70/-77.1 +70/-90 +/-44.5 +70/-71.3 +70/-84.3 +/-49.8 +1.63.9 +70/-76.5 +/-47.7 +70/-73.7 +/-45.1 +70/-70.1 • Design Proeeuro (pet) for wndo s Attached to e Hor:ornto( Fran Assembly Tube Window Wdth under 23' 25-15/16' 273/4" 30" 33-1/7 37 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Go p Anchor Group Al AN AN All A B C&D A 5 C50 A 5 CBD I48" i i under 23' +70/-90 +70/40 +70140 +70/-00 +701-00 +70,-07.8 +70/-00 +70/40 +70/43.8 +70/-90 +70/-90 +70/-79.2 +70/40 2516/16' +70140 +70/-90 +70-90 +70/-90 +701-90 +70/40 +70/40 +70/-90 +70/-60 +70/-90 +7047.6 +70//40 +70/-90 38-3/9' +70/40 +70/40 +70/40 +70/40 +70/40 +70/40 +70/40 +70/-00 +70/40 +70/-90 +704-88.8 +70/40 +70/40 +70/40 +70/40 +70/-90 +70/40 +70/-90 .70140 +70/40 +70/40 +70/90 +70/40 +70/40 +70/40 +70/40 60-5/r +70/40 +70/40 +70/-90 +70/-90 +70/-90 +70/.90 +70/-00 +70/40 +70/40 +70/40 +70(49.2 +701-89.2 +7089.2 60" +70/-90 +70/40 +70/40 +70/86.5 +70/40.6 +70,40.6 .70.50.E .701-77.7 +TO/-77.7 +70/-77.7 +70/-74.3 +70/-74.3 +70/-74.3 67 +lam +70/40 +70/-00 +70/-84.3 +70/-76.6 +7V-76.5 +70/-76.5 +70/-73.7 +70/-73.7 +70/-737 +70/-70.1 +70/-70.1 +704-70.1 72' +70/40 +70147.2 +70/-77.7 +70/-71.5 +60/-62,4 +60/-62.4 +80/42.4 *OW-00.9 +63/40.9 +60/40,9 ./59.3 +/49.3 +/-59.3 78" +70/-90 +70/-84.8 +704-75.7 +/-67.3 +IS8.9 +1-69.9 +/849 MS72 +-67.2 +/57.2 +/-55.6 yS56 +/-65.8 84' +70/-90 +70/-80.4 +70/-71.3 W0/42.1 +/54.2 +/54.2 +/54.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS, WINDOW HEIGHT II 10" MAX. f WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. 10" MAX. WINDOW HEIGHT L WDDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REO. • Y • • • • • • • • • EE vfktTS 1 & 4 FOR WINDOW ANCHOR I Y' • • • • • • • 13C IONS AND QUANTITIES. SEE SHEET • • • liFOR £h1YADDITIONAL ANCHORS • REQUIRED FOR THE FRAME ASSEMBLY SEE SHEETS 1 & 4 FOR WINDOW ANCHOR • • • • • • • • • 1118E • Q'; ---- LOCATIONS AND QUANTITIES. SEE SHEET No. 58705 3 FOR ANY ADDITIONAL ANCHORS * I REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • •• i• •• • • • • • • •• • • • ••••••e•• •• ••• • • • • ••• • • • •• • •�iT'• vA A� 0. bF7- � 1 i�S.'•4°RIDN :\ , 'S'/ONAL.c-0ALMf 4MILL P.E. P.ES 58705 pU ,sNY LYNNI;',' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • - Design Pressure (psi) for Single Windows, Al Anchor Groups Window Width under 23' 25-15/18" 27-3/4" 30" 331/2" 35" 37' g, 1 t under 23" +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 25-15/16" +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 38-3/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 48" *90/-130 +90/-130 +90/-130 *901.130 +90/-130 +901-130 +90/-130 50-5/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 60" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90-130 +90/-130 63' +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-129.8 72" +90/-130 +90/-130 +90/-130 +90/-130 .901-129.1 +90/-122.5 +90/-113.8 76" +90/-130 +90/-130 +901.130 +90/-130 +90/-124.1 +90/-116.7 +90/-107.8 84" +90/-130 +90/-130 +901-130 +901-130 +90/-116.4 • WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) "SG"= SENTRYGLAeBY KURARAY AMERICA, INC. 1's10)UCT REVISED :xs ccsp/Ym0 with die Fi/a06. Building Code A_rcptnnce 14o i -p - 34 De9lgrr Pressure (psf) ler Windows Attached to a Vertical Frame Assembly Tube Window Width undsr23" 2515/18" 27-3/4" 30" 33-1/2" 35" 3T Anchor Group Anchor Group Anchor Group Anchor Glow Ancho Group Ancho Group Anchor Group A 0 C D A B C8D A 8 C80 A B C D A B C D A B C D A 8 C 0 . under 23" +70/-90 +70/-80 +70/-90 +70/-90 +70'-90 +70/.90 +70/-90 +70/-90 +701.90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +701.90 +701-80 +70/-90 +70-90 +70/80 +70/-90 +7d-90 +70/-90 +70/40 +70/-90 25-15/18" +70/-90 +701-90 +70/-90 +701-90 +701.90 +70/-90 +70/40 +751-90 +70/-80 +70/-90 +701.90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701.90 +70140 +751-90 +70/40 +75*90 +70/-90 +70/-00 +70/-90 +70/40 +70/-50 36-3/8f +70'40 +70/-76.4 +70/-90 +70/-90 +70/-90 +70/-00 +70/-00 +701-90 +70/-00 +70/-50 *70/.90 .70/-90 +70/-90 +70/-90 +70/.90 +70/.90 +70/-90 +70/-90 +70/-90 +70/-90 +7(Y-90 +701.90 +70/-90 +70/40 +701.90 *70/-90 4e" +701a8.2 +/-81.1 +70/-73.1 +701-90 +70/84.4 +70/-90 +701-90 +73/-78.9 +70/-80 +70140 +701.73 +70/-90 +701.90. +70/-90 +70/-78.5 +70/-90 +70/-90 +7d-90 +701-75.1 +70/40 +70/.90 +70/-90 +70/432.9 +751-90 +70/.90 +70/-90 50318" +70/-72,3 +/-87.9 +1-09.3 .70/50 +70/80.1 +70/.90 +70/-90 +70/.74.8 +70140 +70/40 */89.2 +70/88.7 +701-90 +70/-90 +70/-74.4 +70/-00 +70/-90 +701-90 +70/-71.2 +70/-90 +751-90 +70/.0 +70/-78.8 *70/88. 9 +70/60 +7040 80" +181 +IJ8.9 +/-58.5 +70/-00 +1-67.5 +70/86.6 +70/40 +/83.1 +70181 +701-00 +1-58.4 +70/-74.9 +70/89.6 +70/-00 +/82.8 +70/83.9 +70/430.3 ♦7d40 +180.1 +70/80.2 +70/-90 +712/40 +/86.3 *70/-75.9 +70/-90 +70/-90 83" +/-58.1 +/-48.5 +/-55.7 +70/438.7 +/84,3 +70/82.5 +70/80 +/80.1 +70/-77.1 +70/40 +1-55.5 +70/-71.3 +70/85.3 +70/40 */59.8 +70/.79.9 +70/-78.5 +70/-90 .057.2 +713/-78.4 +70490 +70/ 0 +183.1 +70/-72.3 +70/88.5 +70/-90 Design Pressure (psi) for Windows Attached to • fionsontsl Frame Assembly Tube VNndow Width wake 23" 25.1916• 27-3/4" 30" 33-1/2" 36" 37" Anchor Group Anchor Group Anchor Group Anoint Group Anchor Group Anchor Group Anchor Group All Al All All A B C 8 0 A B C & 0 A 8 C8D 1 i` under 23" +70/40 +7940 +70/40 +70/-90 +70/-90 +70/87.8 +70/-00 +70490 +70/43.8 +70/-00 +70/40 +70/-79.2 +707-90 25-15/18" +70/-90 +79A0 +70/-90 +7040 +70/-90 +70/-90 +70/ 0 +70 0 +701-90 +70/-90 +70/87,6 +70/40 +70/40 38- /r +70/40 +70/40 +70/40 +70140 +70/-90 +73./-e0 +70/-00 +70/-00 +70/-90 +70/40 +7940 +70/-00 +70/-90 48" +70/40 +70/.90 +70/-90 *70/40 +70/-90 +70/-90 +70/-90 +7d-90 +70/-90 +70/-90 +70/40 +70140 +70/-90 503/6" +70/40 +7940 +701-00 +701-o0 +70/-90 +70/-90 +70/40 +70/-90 +701-00 +70/-90 +70/40 +70/40 +70/-90 60' +70/-90 +70/-00 +70/-00 +70/-90 +70/-90 +7W-010 +70/-90 +70/-90 +70140 +70/40 +7940 +70/-90 +70/-90 63" +70/40 +70/40 +70/-00 +701-90 +70/40 +70/40 +70/-90 +70/-00 +70/40 +70/-90 +7040 +70/-00 +701-80 72' +70/-90 +7940 +70-90 +701-90 +70/-90 +70/-90 +70/-00 +70/40 +70/40 +70/40 +70/40 +70/40 +70/-90 76" +70/40 +70/40 +70/-00 +79-00 +70/-80 +70/-00 +70/40 +70/43 *70140 +70140 +70/40 +70/-90 +70I40 84" +70/-90 +7940 +70/40 *70,41) +70/-90 +70/80 +70/40 NOTES: 1) SEE SHEET4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW HEIGHT 10' M4 1 1 WINDOW •1 WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX i WINDOW HEIGHT L WINDOW - WIDTH �� FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY ••• • • • • • • • Tt3E..•• • • • • • • • •• • • • •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • ••• • • • On uJ -J CO 0 W o0- s D 5/ 9 o O N CO 0 O co co 0 o Q. z co 05 J J_ ❑ 0 Z_ H Z W 2 co Q 0 1L 0 3 00 a Z Q \t r1"/lllr /r// `�.\'Op1 LYN/y,'!'',,, `- ...•••''ocENSF'•%(� 'i * • :• No. 58705 .. ,k � '•-.' 70R10P.-''G\ram /I 1NA1 E-•Ns A. LV1-11JILIIILLER. P.E. P,E.958705 5/ 0 U • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 20,22, e4 e9 - Design Pressure (psi) sot Single Windows, All Anchor Groups Window Width under23' 25-15/16" 27-3/4" 30" 33-1/2" 35" 3T , 1 urder 23' +901-130 +99-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25-15/18" +99-130 +90/-130 +90/-130 +90/-130 +90/-130 *99/-130 *90/-130 38-3/8" +90/-130 +951-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 48' +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +601.130 50. /9' +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 60' +90/-130 +90/-130 +901.130 +9W-130 +90/-130 +90/-130 +90/-130 03" +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +93/-130 72" +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 78' +99-130 +99-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 84" +99/-130 +99.130 +901-130 +90/-130 +90/-130 FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) SG"-, SENTRYGLAOSY KURARAY AMERICA. INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED - as camply;n8 with the FWrida Building Code � / �•N Acceptance No Expiration Date : ,i�r� //W By Minim ode Product '•al ' Design Pressure (psi) for Windows Attached to a OMbal Frame Abaembly Tuba Window Width odor 23" 25.15/18" 27.3r4" 30' 33-1/2" 9.r`" 37" Ancho Group Anchor Group Anchor Group Ancho Group Ancho Group Anchor Group Anchor Group A B C D A B C 3 D A 8 C&D A B C D A 8 C D A B C D A B C D t 1 1 under 23. +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 +70/-90 +70190 +70/-90 +70/-90 +70/-90 +701-90 +70/40 +70140 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 *7990 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 25-15/18" +70/-90 +70/90 +70/-90 +70/90 +751-90 +70/40 +7990 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/.90 +70/.90 +70/-90 +70/-90 +70/-90 +70/-90 *70/-90 +70/90 +70/90 +70/90 +70/-90 +701-90 +79-90 38:/8" +70/-90 +701-75.4 +70/40 +70/90 +70/-90 +7990 +70/-90 +70/-90 +70/90 +70/40 +70/-90 +70/-50 +70/-90 +70/-00 +70/-00 +70/-90 +70/-0 +70/-90 +70/-90 +70/90 +70/40 +70/-90 +701.90 +70-90 +79-93 +79-90 +7W-78.2 */41.1 +70/-73.1 +70/40 +70/-84.4 +70/-90 +70/40 +7W-789 +70/-90 +70/90 +701-73 +70/40 +70/90 +70/40 +70/-73.5 +70/40 +70/40 +70/-90 +70/.75.1 +70/40 +70/-90 +70/40 +70142.9 +79-90 +70/-50 +701-90 5049" -5/8" +70/-72.3 +/-57.9 +/49.3 470/40 +70/-80.1 +70/-90 +70/90 +70/.74.8 +70/-90 +70/-90 +149.2 +70/48.7 +70/90 +70/-90 +79-74.4 +70/90 +70/.90 *70/-90 +701-71.2 +70/40 +79-90 *70/-90 +70/-78.6 +70/499 +701-90 +70/90 60' +/41 +/48.9 +/58.5 +70/40 +/47.5 +70/48.8 •70/90 +/43.1 +70/-81 +70/90 +/-68.4 +70A74.9 +70/-098 +70/-00 +14-2.8 +70/-83.9 +70/.80.3 +70/-90 +/40.1 *70/40.2 +70/-00 +70/-90 +/98.3 +79-759 +701-90 +70/-90 83" +/-58.1 +148.5 +155.7 +70148.7 +/94.3 +70/-825 +70/90 +140.1 +70/-77.1 +70/90 +/55.8 +70/-71.3 +70/-85.3 +70/-90 +/-59.8 +70/-79.9 +70/-76.5 +70/-90 +/57.2 *70-76.4 +79-90 +79-90 +/433.1 +70/-72_3 +70/46.5 +70/-90 Design Premise (psi) for Windows Attached to a Fbrizontal Franca Assembly Tube Widow %WM under23" 25-15/15" 27.3/4" 30" 33-12" 3S 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C & D A B C&D A B G&D i50.5/8" g under 23' +79-90 +7940 +70/-90 +70/-00 +70/-90 +79.87.8 +70/40 +70/40 +70/-83.8 +79.90 +70/-90 +70/-79.2 +70/-90 25-15/16' +70/.90 +7990 +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +701.90 +7090 +79-90 +7947.8 +70/-90 +70/-90 38-3/6' +70/.90 *70/90 *711140 +79-80 +70/.80 +70/-90 +70/90 +70/-90 +79-80 +70/40 +70/90 +70/-90 +70/-90 49' +70/.90 +70/90 +70/-90 +70/90 +70/.90 +70/-90 +70/90 +70/-90 +70/-90 +79-90 +70/-80 *70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/40 +701-90 +7990 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 *70/90 60' +70/-00 +70/90 +70/-90 +701-90 +70/-90 +70/-90 +70/40 +70/90 +70/-90 +70-90 +70/-90 +70/-90 +70/-90 93' +70/90 +70/-90 +70/-90 +7990 +70/-90 +70/40 +7990 +70/90 +701-90 +701.90 +79-90 +70/-00 +70/90 72' *70190 *70/90 +79.90 +70/-90 *70/-90 +70/40 +70I90 +70/-90 +701-90 +701-90 +70/-90 +70190 +701-90 76" +70/-90 +70/-90 +701-90 +70/90 +70/-90 +70/90 +70/90 +70/-90 +70i-90 +70/-90 +70/.90 +70/90 +70/.90 84" +70/-90 +70/-90 +70/-90 +70/90 _ +70/-90 +70/90 +70/90_ NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY A TUBE 1 ADDITIONAL ANCHOR (4). IF RF43• • WINDOW) • WIDTH Y • 10" MAX WINDOW HEIGHT L WINDOW I v �I WIDTH FRAME -ASSEMBLY ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS .••• • • • • REQUIRE. FOR THE FRAME ASSEMBLY 1!)BE* • • • • • SEE SHEETS 1 8 4 FOR WINDOW A✓ lly-IOR • • • • • • • • • • LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • ••• • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • ••• • • • 1- N N $O N O l0 g0 u- O I Q CERT. OF AUTH. 029296 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • 41•• • • • Design Pressure (psi) for Single Wrdows, All Anchor Groups Window Wdth under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35' 37" under 23" +70/90 +70/-90 +70/-90 +70/-90 +70i-90 +70/-90 +70/-90 25-15/18" +70/90 +70/-90 +70/90 +70/-90 +70/90 +70/90 +70/90 38.3/8" +70/90 +70/-90 +70/90 +70/-90 +70/90 +701.90 +70/90 ts 48" +70/90 +70/90 +70/-90 +70/-90 +70/-90 *70/90 +70/90 1 50-5/8" +79/90 +70/90 +70/90 +70/-90 +75190 +70/90 +70/-90 60' +70/90 +70/90 +70/90 +70/-90 +701-90 +70/-88.8 .70/-84.6 83" +70/-90 +70/-90 +70/-00 +70/-90 +70/-87.2 +70/-64 +70/-70.9 72" +70/90 +70/90 +70/-88.5 +70/-81.5 +601-70 +60/-89.4 +60/-87.6 78" +70/-00 +70/-90 +70/-86.3 +70/-78.7 +60167.2 +80/65.2 +60/-53.3 64" +70/90 +70/-90 +70 -81.3 +60/-70 +60/-61.8 • FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) PVB"= TROSIFOL®PVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW wDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 1) - PRODUCT REVLSPA) m eomptyiug with the Florida Building Code 1A A^ ttta�tnpce 7%, ! l b t��•M/4- -Tl IWI I Design Pressure (pat) for Widows Attached to a Vertical Frame Assembly Tube Window Widtn order 23• 25-13/16" 27-314- 30' 33.1/2" 95' 37" Ancho Group Anchor Gro p Anchor Group Anroho Group Ancho Group Anchor Group Anchor Group A B C D A B CSD A B C&D A 8 C D A B C D A B C&D A B C&D S ,$i3f'y under23" +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/90 +70/90 +70/-90 +70/-90 +701-90 +70/-90 +70/-0 +70/-90 25-15/16" +70/-90 +70/-90 +701-90 +70/-90 +70/40 +70/90 +70/-90 +70/-90 +70/-90 +70/90 +70/90 +70/-90 +70/-90 .70/90 +70/-90 +70/-60 +70/90 +70/90 +70/90 +70/-90 +70/-90 +70/-90 +70/90 +70/-00 36.3/8" +70/-90 +70.78.4 +70/-90 +70-90 +70/-84.5 +70/-90 +70/-90 +70/-79 *70/-00 +70/-90 +70/-73 +70/-90 +70/.90 .70/90 +70/41.8 +70/-90 +7090 +70/410 +70/-78.3 +70/-90 +70/-90 +70/-74 +70/-90 +70/-90 48' +7aa8.2 */-61.1 +70/-73.1 +70/90 */57.5 +70/-90 +701-90 +163.1 +70/90 +70/90 +/- 58.4 +70/-90 +70/-90 +70/-90 +/55.4 +70/-83.9 +70/.90 +7W90 +/62.6 +70/-90 +70/-90 +/-59.2 +70/-90 +70/-90 505/8" +70/-72.3 +/-57.9 +/-69.3 +70/90 +/-64 +70/-90 +701.60 +/-59.9 .70/90 +70/-90 */-55.4 +70/-88.7 +70/-90 +70/90 +/-82 +70/-78.5 +70/-90 +70/90 +/59.3 +70/-90 +70/-90 +/-55.1 +70/-89.9 +70/-90 60' +/61 */i6.9 +/-56.5 +70/90 +1-54 +70/-68.6 +70/-90 +/-50.5 +70/-81 +70/-90 +/-48.7 +70/-74.9 +70/439,6 +70/90 */52.3 +/97.1 +70/-80.3 +70/90 +/50.1 +70/-0.2 +70/88.6 +/67.4 +70/-75.0 +70/-64.8 83' */-58.1 +/-48.5 +/55.7 +70/-88.7 +751.5 +70/-82.5 +70/-90 +/-48.1 +70/-77.1 +70/-90 +/-44.5 +70/-71.3 +70/-85,3 +70.90 +/-49.8 +/-63.9 +70/-76.5 +70/-87.2 +/-07.7 +70/-76.4 +70/44 +/-45,1 +70/-72.3 +70.79.9 • Creston Pressure (pia) br Windows Attached to a Horizontal Freres Assembly The Wlndae WI081 under 23" 26-16/18" 27-3/4' 30. 33-1/7 35" 37 Anchor Group Antler Group Antler Group Arohor Gray Anchor Group Anchor Group Anchor Group .NI All AM All A B 0 8 D A B COD A B Ca0 f 1 # under 23" +70/-90 .70/-0 +70/90 +70/-90 +70/-90 .7067.6 +70/90 ♦701-00 +701-83.8 +70/-90 +70/90 +79/-79.2 +70/60 25-15/10" .70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70700 +70/-90 +70/-00 +70/-90 +70/-90 *70/678 +70/-90 +70/-90 383/6' +70/-90 +70/-90 +70/-90 +70/90 +70)-80 +70/.90 +70/-90 *70-00 +70/-90 +70h90 +70/438.8 +70.90 +70/-90 48" +70-00 *70/-90 +70-90 .70-90 +70/40 +70/-90 +70/-90 .70/90 +70.90 .70/-90 +70/-90 +70/-90 +70/-90 50.5/8" +70/90 +70/-90 +70/-90 +70/-90 *70I-90 +70/.90 +70/-90 +70/40 +70/-90 +70/-90 +70/.89.8 +70/430 a0/-90 60' *70190 *70-90 +77-00 +70/90 +701-90 +70/.90 +70/-90 +7068.6 +70/-88.6 +7068.8 ♦7064.6 +7064.6 +70/64.6 83" ♦70/-90 +70/90 +70/-90 +77-90 +70/67.2 +70/-572 +701-87.2 +70/-84 +70/-54 +70/94 +70/-79.9 +70/-79.9 +70/-70.9 77 .7090 +70/-90 +7068.5 +70-81.5 +60-70 +60/-70 +60/-70 +60/69.4 +60/40.4 +6069.4 .60/678 +60/437.6 +8067.6 76' .70/-90 +70-90 +70/-86.3 +70/-70.7 +60/67.2 +60/67.2 +6067.2 +40/662 .6066.2 +8066.2 .60/-83.3 +60✓63.3 +60/63.3 84' ♦70/-80 .70.90 +7061.3 .60-70 +6061.8 480/61.8 +60161.8 _ NOTES. 11 SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY 1 TUBE 10" MAX 10' MAX -►� I / WINDOW HEIGHT L WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • • • • • • • LUBE.• • • • • • • • • • • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET, • • • • • • • • • • • ADDITIONAL ANCHOR (4), IF REQ. DWINDOW �1 WITH 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • •• it • • • • • • • • • • • • • • • • • • It • • • • • • • •• • • • • • • • • • • • • • • • N 0 N_ W 00 - cn Q co 0 co O c " 1U LL- o co V) gZ NI U �N OryO i= s. >m "1 ' * : No. 58705 -0 a• pQ� SATE F� •((/�� „Ss, A. LYNN MILLER P.E. P.E.858705 `111111 I CERT. OF AUTH. #29296 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • er.e7 • -• Design Pressure (pet) br Single Windows, All Anchor Grorys Window Width under23' 25-15/18" 27-3/4' 30' 33-1/2' 35" 37' under 23' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 w 1 1 g63' 25-15/16" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 39-3/8' +90/-130 +90/-130 +90/-130 +00/-130 +90/-130 +90/-130 +90/-130 48" +90/-130 +90/-130 +901-130 +90/-130 .90/-130 +90/-130 +90/-130 50.5/8" +90/-130 +90/-130 +901.130 +90/-130 +90/-130 +90/-130 +90/-130 60" +90/-130 +90/-130 +90f-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +60/-130 +90/-130 +901-130 +90/-130 +90/-130 72" +90/-130 +90/-130 +901-130. +90/-130 +90/-130 +90/-124.8 +90/-115.7 76' +90/-130 +90/-130 *90/-130 +90/-130 +90/-126.2 +90/-118.7 +90/-109.6 84' +90/-130 +90/.130 +901.130 +95/-130 +90/-118.4 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG"= SENTRYGLASWBY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW - WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. iQlvJCI REVISED conykying with the RRa*Ids "la a rue l 1-0414-44- .tt r:dinn 00ic ! T""',':4.UI 2D2 t�9i4m 'i}adei''sOd04'1 V 1ANL5 id: Design Pressure (psfj br Windows Attached to a Vertical Frame Assembly Tube Window Width under23" 25-15/18" 27-3/4' 30' 33-1/2" 35" 3T' Moho Group Anchor Group Anchor Group Ancho Group Ancho Group Anchor Group Anchor Group A B C D A B C&D A 0 C&D A B C D A B C D A _ B C&D A B - C D 8 urrder 23• *70/90 " +70/90 +70/-90 +70%99 +7D/-00 +70/-90 +70/-90 +70/-00 - +7a-90 *70400 *70/40 +70/40 +70-93 +70/-90 +70/-90 +70/40 +70/430 +70/-90 +70/-93 +70/-90 +70/-93 +70/-93 +70/-00 +70/-90 +70/-90 25-15/18- +70/90 .70/-90 +70/-00 +70/40 +70/-90 +70140 +70/40 +70/-90 +70/-93 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 ♦70/-90 +70/-90 +70/430 +70/-90 +701-90 +70/-90 +70/40 +70/-9' +70/-90 38-3/8' +70/-90 +70/-76.4 +70/40 +70/-90 +70/-90 +70/-90 +70/40 +75/40 +70/-90 +70/40 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 +701-93 +70/40 +70/40 +70/-90 . +713/-90 48' +70/.76.2 + -61.1 +70/-73.1 +70/-90 +70/-64.4 +70/-90 070/90 +70/-78.9 +70/-90 +70/-90 +70/-73 +70/-90 +70/-90 +70/-90 +70/-78.5 +70/-90 +701-90 *70,40 +701-75.1 +70/40 +701-90 +70/-82.9 +70/40 +70/40 +70/40 50.5/8" +70/-723 +1-57.9 +1-09.3 +70/-90 +70/A01 +70/40 +70/40 +70/-74.8 .70/-90 +70/-90 +/.89.2 +701-88.7 +70/-90 +70/-90 +70/-74.4 +70/-90 +70/-90 +70/-90 +70/-71.2 +70/-90 +70/-90 +70/-78.8 +70/-09.9 +70/-90 +70-90 60' +/-61 +148.8 +/-58.5 +70/-90 +/-67.5 +70/46.6 +70/-90 +/.63.1 +70/-81 +701.90 +/-58.4 +70/-74.9 +70/-89.6 +70/90 +/-62.8 +701-83.9 +70/-80.3 +70'-90 +/-50.1 +70/-80.2 +70/90 +196.3 +70/-75.9 +70/-90 +7090 63' +/-58.1 +/-45.5 +/-55.7 +70/-88.7 +/-64.3 _+70/-62.5 +70/-90 +/90.1 +70/-77.1 +70/-90 +/-55.6 +70/-71.3 +70/-65.3 +70/90 _ +1.69.8 +70/-79.9 +70/-78.5 +70/90 +1-57.2 +70/-78.4 +70/-03 +143.1 +70/-72.3 +70/-88.6 +70140 • ro" .0. Design Pressure (psi)] for Windows Attached to a Horizontal roam Assemtiy Tuts Wilda" Width under 23" 25-15/18' 273/4' 30" • 33-10• 35' 37. Anchor Group Anchor Group Anchor Group Anchor Grasp Anchor Group Anchor Group Anchor Grasp All All All AI A B C&D A 8 C&D A B C & 0 146" under 23' +70/-90 +70/-90 +70/40 +76/40 +70/43 +70/97.6 +70/-90 .70/40 +76/938 +7W-90 *70/40 +70/.79.2 +70140 25-15/16 +70/40 +70/430 +70/40 +70140 +70/-90 +70/40 +7W-90 +70/-90 +791-90 +70/40 +75197.0 +70/-90 +7090 303'8' +70/93 +70/40 +70/40 +70/40 +70/43 +70/40 +751-00 +70/40 +70/00 +70/40 +70/40 +70/40 +7040 +70/43 +70/ 0 +70/90 +70/-90 +70/-90 +70/40 +70/40 +70/-90 +70140 +70/40 +70/90 +70/-90 +70140 50-5/9" +70/-90 .7 -90 +70/40 +70/-90 +70/-93 +70/.00 +70/40 +70/40 +70/40 +70/90 +70/40 +70/40 +70/40 60" +701-90 +70/40 +70/40 +70/.90 +701411 +701-90 +70140 +70/-90 +70140 +70/40 +70/40 +70/-90 +70/40 63' +701-90 +70/-90 +70/-00 +70/-90 +70/-90 +70/90 +70/40 +70/40 ♦70/40 +70/90 *70140 +70/40 +70/40 72' +7040 +70/90 +70/90 +70/-90 +701-90 +70/40 +70/-90 +70/90 +70/40 +70/40 +70/90 +70/-90 +70/-90 76" +70/ 90 +70/-00 +70/40 +70/-90 *70'40 +70/40 +70/ 0 +70/40 +70140 +70/.90 +70/-90 +70/40 +701-90 84" +70-90 +70/-90 +70/90 +70/-90 +70140 +70/40 +70/40 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME ASSEMBLY TUBE WINDOW HEIGHT 10' MAX. f ADDITIONAL ANCHOR (4), IF REQ. --."-1 WINDOW h'�� • • • •• • • •• • 10' MAX WINDOW HEIGHT L WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REO. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET • • • • • • • • • 3 FOR ANY ADDITIONAL ANCHORS IRS FOR THE FRAME ASSEMBLY • UBs. • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR • • • • • • • • • • • • LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • ♦ • • • • • • • • • • •• • • • • • • • • •• ♦ • • • • • • • • • • • • • • W CO 0 W 0 i rr N O CV o° 0 0 d � z � 0) 0 a 0 o � CERT. DF AUTH. #29296 NQ i� �P!.3 et a o mFiE r w UAS2 w<$D/ oZ `111t111111//1/ 0- LYNN `0N GENSF M * : No. 58705 161-;74:10 : ' '•. ORIOP.•••G\�� A LYNN MILLER, PE. P.EM58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • • • • • • TABLE 20: Item Dwg. # Description Material 1 7002 Main Frame Head, Sill &Jamb 6063-76 Alum. 2 7071 Anchor Plate 6063-78 Alum 3 7003 Sash Top, Bottom & Side Rall 6083-T6 Alum 4 7008 Frame Comer Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tle Bar Guide Nylon 14 7015 Tle Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WW<=24" Steel 16 7027 Maxim Dual Arm Operator, W W>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backlog Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track& Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Menus. by Truth Steel 23 7050 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Setting Block 5/32' x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32' x 7/16" x 1-1/4" EPDM 35 7036 Laml Bead B 8063-T8 Alum.. 36 7042 Laml Bead C 6063-T6 Alum. 37 7059 Lami Bead D 8083-76 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Rex PVC 70 50 Dow 899Silicon Backbedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Polypropdene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add•onFlange 6063-T3 Alum. 71 7004 Frame Assy Tube 8083-T8 Alum. 80 #8-32x 1/2" Ph. Pn. Mach. ScrTYPE B Stainless Steel 81 1157 1/8 x 1/2' Ph. Pn. SMS Stainless Steel 82 #8x 5/8" Fl. Ph. SMS Stainless Steel 83 #8x 7/8" FI. Ph. SMS Stainless Steel 84 #8 x 1" FI. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #1.0x 1/2" Ph. Pn./TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3. SHEET 4 FRAME CORNERS `tt tit ll tll/rr •`' 0NY LYNN �'LICENSF'•�C�� -- No. 58705 •� t9R19P.• \ s: A LYNN MILLER P.E. P.E.#58705 •• ••• • • • ••J•R•• 405/25/17• • FwDescription: BOMANDCORNERVIEW �Nd4 OLEOVE ZR•••iUe: ••• ••• .• .(9) 4- �. : .9s�►�ENT 1/INDOW DETAILS - LM & SM • CVRGHTa2017 • •••• PPGG��wDU57RE5,,JJ[t!!�� • • 5lies/Modr� Scale�LLaGHfa SASH CORNERS INTERIOR •vis•1 Datc• • • • •• Rcvioion: NO CHANGES THIS SHEET. Revision: PRODUCT REVISED xx cornptyulg with the Florida Building Code aceprmeF4o• -Ofol4.19" Ex.imtion Min de Procter J ROSOWSKI Dote: 08/08/12 Sheet: Drawing No. CERT. OF AJTH. #29296 CA-740 NTS 10 OF 11 MD-CA740-LM Rev: ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILICONE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS KODISPACE 4SG TPS BUTYL 8 DESICCANT FOAM EXT. GLASS 1/4" NOM. INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM —INT. GLASS DURASEAL® SPACER STRUCTURAL SILICONE FOAM — WITH DESICCANT EXT. GLASS HOT -MELT BUM 3/16" NOM. INT. GLASS .101I SUPER "-- SPACER®NXT'"' POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL l% �—INT. GLASS to3) XL EDGE13 SPACER Part # Description Material 100 Kommerling 4SG TPS Spacer System See this Mabr Matteerials 101 Quanex Super Spacer nXT with Hot Melt Butyl 102 Quanex Duraseal Spacer 103 Cardinal )IL Edge Spacer REFERENOETEST REPORTS: FTL-8717, 8968 8 8970 .062' Pr NOM. 2.919" 2.784' —► FRAME HEAD, SILL & JAMB #7002, 6063-T6 1.356' �+- 41" .095" J J ANCHOR PLATE #7071, 6063-T6 {.706" 1 .050" Ij l F .865" llii lL7 35) BEAD B #7036, 6063-T6 870"_._. .050" .569" BEAD D #7059, 6063-T6 `\`N111111111vrr ` GLJY LYN/yM �i • • • • • • • • ='t�.•'•�GENgF'• ��(� • a� *, No.58705 * = • • • TE • t j4 iF-HNOI OC•' CANE* - ' '-.'R ORIOP.-'• \� • • N.•1/ENICE. 1 3475• /S, ONAL E�G \ • • • •covvRlENTo i i • � i 11 11 I 1 1 \ \ � • • •3•INWSTRES. INS • • A. LYNN MILLER P.E. p 41-RIGHTS MEMO • P.E.#58705 _ CERT. OF AUTH. #29296 _ 34" .062" NOM. SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040' 1.000' 423' —A.-1 FIXED \ SCREEN FRAME J #7006, 3105-H14 .523" —►{ .05T l� p Ij .865' B5 LLL 36 BEAD7 C #7042, 6063-T6 • IA Bye •Date: • • R •05/25/17 • R`ise• By: D,1b: • • • •• .125" —+i 1.124" J 2.701" 093" FRAME ASSEMBLY TUBE #7004, 6063-T6 .093' .093' ADDON FLANGE (70) #134, 6063-TB Revision: NO CHANGES THIS SHEET. Revision: PRODUCT RF.VISPD m ODmpiying with the Fterido BuAc powe No P-t 1 ' .14- Fxpm Dame T.�>Al 2dL� Miami Descr"pDov: EXTR .SIOj"IS & SPACERS TtIe: • • • C•AVMEIIIT:W Serias/Afo�el: • • CA-740 INDOW DETAILS - LM & SM Drawn By: J ROSOWSKI Vote: . 08/08/12 Scale. Sheet: Drawing No. Rev: NTS 11 OF 11 MD-CA740-LM C • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• • 1/8/2018 BCIS Home i LogIn I User Registr do Product Approval USER: Public User Florida Building Code Online 1 iol to cs $ Pi Submit. 5urcliarge ,;CHaittarttekrir State & Facts :I Publications FBC Staff f BCIS Site Map ;' Links j Search # Product Approval Menu > Product or Application Search > Application List > Application Detail FL'# Application Type Code Version ,Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance 'Method FL15210-R6 Revision 2017 Approved Piastpro Inc. / Nanya, Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Fact 16 rickw@rwbldgconsultants. com Vivian Wright rickw@rvvbIdgconsultants.com Scott. Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 'Ext'i18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 `(440)'969=9773 Ext 16 ronoconnell@plastriro.com Exterior Doors Swinging Exterior Door. Assemblies • • • • • •• • • • • • • • • •••• • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • •• • • • ••.• • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • •• • � • • • • • • • • • • • • • 'Evaluation Report frorri a Florida Registered Architect or Licensed Florida Professional Engineer. Evaluation Report Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report ): Florida License PE-43409 Quality Assurance Entity NationalAccreditationand Management Quality Assurance Contract Expiration bate Validated By r Ryan J. King, P.E. v; Validation Checklist - Hardcopy Received 6ra�c��r�i�ra Certificate'of Independence FL15210 R6 COI (a) Certificate of Indeoendence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM b635 1998 ASTM D638 2003 ASTM E1300 2004. ASTM E84 2005 ASTM G26 1995 https_/iwwwfloiidabuifding.org/pr/prapp_dil.aspx?param=wGEVXQwtDgv3WVKJZIQRCFPguBgbegpalA2fcMd8xBvDdrXKxpoHtdA%3d%a3d 1/4 • 1/8/2618 https://www.flondabu ildi Equivalence of Product Standards Certified By Sections from the Code Florida Building Code -Online G 155 2005 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL15210 R6 Equiv(.) Equivalency of Standards.odf ,Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/13/2017 09/18/2017 09/20/2017 12/12/2017. • • • • •• • • •••• • • •••• • •• • • • •••• • •••• • •• • • -- - -• •• •• FL # Model, Number or Name •••• • Description • • • • • • • 15210.1 a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door • ••. • 6'B "Impactal " Opaque Fiberglais6 �igie Door • • • • • Inswing/Outswing (X = Configiwtipp4 • • • • • • • • • • mi •s of Use Approved for use in HVHZ: Yes t • • r•-•.•-• installation Instructions • • • •• • FL15210 'R6 II Lb) Inst 152%.e0d: • • • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A J. Other: See INST 15210 1 for Design -Pressure Ratings, any Verified •By: Lyndon F. Schmidt, P.E. 43409 • • •' • • Created by Independent•Third Party: Yes Evaluation Reports FL15210 R6 AE (b).Eval -15210.1.odf additional use limitations installationlnstrtctions and product particulars: 1 Created by Independent_Third Party: Yes 15210.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany'Series 0 Fiberglass Door 6'8 "Im'pact" Opaque Fiberglass Slngle Door with Sidelite dr' Sidelites-- Inswing/Outswing (OX or XO; OXO'—Configurations) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL15210 R6 II (b) Inst 15210.2.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes I Design Pressure.,N/A Other: See INST 15210.2 for Design`Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.2.pdf additional use limitations, installation instructionsand product particulars. Created by Independent Third Party: Yes 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites = Inswing/0utswir g (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes i; Installation Instructions FL15210 R6 11' (b) Inst 15210:3.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes i Design Pressure: N/A- i Other: See INST 15210.3=+for Design Pressure Ratings; any Verified By: Lyndon F. Schmidt, P.E. 43409 Created, by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b)'Eval '15210.3.odf, additional use limitations, installation instructions and product particulars. I Created by lndependent Third Party: Yes 15210.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use ) Approved for use in HVHZ: Yes :. Installation' Instructions FL15210 R6 II (b) Irist 15210.4,odf Approved for use outside HVHZ: Yes Impact Resistant: Yes. { s Design Pressure: N/A ? Other: See INST 15210 4 for Design Pressure Ratings, any Verified By: Lyndon F Schmidt;: RE. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.4.odf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8-"Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) • • • • • • • 2/4 Product Category Exterior Doors Sub Category Swinging Exterior Door Assemblies R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board af Professional Engineers Certifieatte of Authorization No. 9813 Manufacturer Plastpro,Inc. 5200W. Century Blvd. Los Angeles, CA. 90045 Phone 440.969.9773 Product Name Smooth / Wood Grain / White Wood Grain. Rustic/ Mahogany Series 0 Fiberglass Door • • • lnswing1Optswigg-'9mpaatY e - Scope: Product Evaluation_ report issued by V11 Building Consultants, Inc. °& Lyndon F. Schmidt, 13.E+(System iq#.199i) far Plastpro Inc based on Rule Chapter No. 61 G20-3, Method 1D of the State of Florida Prods €t•Approval, D2fla}1t rent of Business & Professional Regulation. ` •. • • • 4 • • • • •• • •• • RW Building Consultants and Lyndon F. Schmidt P E, do not have nor will acquire financiaiin tejg3t in the r npany manufacturing or distributing the product or in any other entity involved in the approval 'processoft }je produgt rued herein. • • - • • L imitations: •• •• •• - 1. This product has been evaluated and is'in compliance with the 6th Edition (2017) Florida Building CodelFBE) rructur,pl requirements including the "High Velocity Hur'ricane'Zone". .• 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base materiat $4811 Ise beyonoi•wall'dressiiig or stucco. •• • 3 resistantWhn ed used inrihe.n the "HVHZ"'this product complies with Section 1626 of the Florida Building Code and does not require an impact • • • • 4: When'used in areas outside qof the "HVHZ" req• uiring wind borne debris protection this product complies with FBC Sections 1609.12 & R301.2.1.2 and does not require an`impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.12,2 & R3012.1.2.1. 5. For 2x stud framing constructions anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed' engineer or registered architect. 7. Outswing re q unl configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration i ents for the "HVHZ" and must be installed only in non -habitable areas or habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL=15210_1 for size and design pressure limitations. Supporting Documents: 1. Test Report No: TEL 01390365 TEL 01391846 'ETC-05-255-16776.0 ETC-06-255-17412.0 ETC-07-209-19303.0 2. Drawing No. No. FL-15210:1' 3. Calculations Anchoring 4. Quality Assurance Test Standard TAS 201.94; 202-94 & TAS 203:94 TAS 201=94, 202-94 & TAS 203-94 ASTM D 635-98, 638-03 1929-96 & 2843-99 ASTM -G 26-95 ASTM E 84-05 ASTM D 635-98, 638-03. 1929-96 & 2843-99 { Prepared by RVV Building Consultants, Inc: (CA #9813) Prepared by RW Building Consultants; Inc. (CA #9813) Certificate of Participation issued by National Accreditation and • Management Institute, certifying that Plastpro, inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53: Sheet 1.of 1 Testing Laboratory Testing Evaluation Lab:; Inc. Testing:Evaluation Lab., Inc:, ETC Laboratories ETC Laboratories ETC Laboratories Signed by Lyndon F. Schmidt, P.E. William Shelton, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E: Ben Meunier e:‘°�y >` tiN�S�•, era s 4 _ a No.43409 • 3F Signed ,& Sealed by; Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 2Dit � • STATE OF +" �►d �C�• ""C ? �. Lyndon F Schmid/, P.E. ��i�, • ,!G Fa,. - 3, v FL PE No' 43409 �s44s .13 N ti .F." �ii4* 8/31 /2017 • ; 3 1 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product complies with FBC Sections 1609.1.2 S. R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in AVM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud construction, anchoring of these units shall be the Some as that shown for buckmasonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ`. All other configurations do not meet the water infiltration requirements for the "HVHZand must be Installed only in non-hdbitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy Or overhang to sal is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION SHEET # DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 7 Horizontal & Vertical Cross Section (Direct to Masonry) 2 Door Panel Details 8 3-point lock details 3 Horizontal & Vertical Cross Sections (2X Buck) 9 3-poinf lock details. 4 Horizontal & Vertical Cross Sections (1X Buck) 10 Buck and frame anchoring 5 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Components 6 Vertical Cross Sections (Thresholcis) 12 Bill of materials plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPACT" GENERAL NOTES 1, This product has been evaluated and Is in compliance with the 6th Edition (2017) Florida Building Code (FBC) strucliiral requirements Including thelfigh Velocity Hurricane Zone (HVHZ). 37.50 MAX. OVERALL FRAME WIDTH 0. z E 2. Product anchors shall bees listed and spoced as shown on detaifs, Anchor embedrneht to base 0 r material shelf be beyond wall dressing or stucco: CC: 03 = 0 0 b c4 — co - R. • • • • • • • * 0 0 0 • • • • • • • • • • - / • • • , . IC• .. .. •:- • • .•.., oNrit-4131figtf • -.m x,,,.-:.. -;FRAME--.-- .0Estp-OkOwk(Psf) ---- ' . ,•.T..'"i...:.:. 7 (514E*16N ' .-../ibs7i01.,-;-:14t.GATI+C ... x • • • ••• ,,,, • 37.5" t82,0. • .. • +75.0 . -75.0 zcz ° E z g F2 w • • • • • • • • • • • • • • • • • • • • • • ••• • • * • • • • • • • • • • • • 4. 0 • • • • • • • * • •• N 02/16/ 2 sew-r- N. T.S. INC. BY: JK cm. Ern LFS DRAWING 1014 FL--15210.1 slim' 355 2' 0. z. 55 55 6) R 1 HINGE STILE (LVL) 35.75" MAX O A " wIrnH��R.,_, • r 40 DOOR PANEL Pbsipvo Fberglass EXTERIOR INTERIOR 2) HORIZONTAL CROSS SECTION SEE HARDWARE TABLE SEE HARDWARE TABLE' LATCH STILE (LVL) CAP. (PVC) HARDWARE TABLE P a t MANUFACTURER i s + .._ „(1kR , s :..... :MAX , KWIKSET, KNOB: DEADBOLT: SIGNATURE SERIES SIGNATURE SERIES (980) c4ca�cc �r.u1` ..v..r ± 75 SCHIAGE JiOB:' DEADBOLT: "F" SERIES (PST) "B"SERIES (B60/62) *75. PAMEX LEVER: DEADBOLT: FL3B SERIES F07 SERIES + 75 HOPPE MULTIPOINTLOCK: H159D003•POINTTONGUE ± 50 EN URA MULT POMT LOCK: TRILENNIUM 3000 (3•PT) ± 75, See sheets and 6 for muitipointlock details. .• .•• • • • • • • • • • 000 INTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN —. (0.125' MIN. THK.) • • • •• • 6OTTOM RAIL • • • • ZCe•t • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • ••• • TOP RAIL {COMP.) EXTERIOR. PVE�TICAL CROSS SECTION • •• • • zg Ng ^xa O Z DAT:02/16/12 scut'. N.T.S. DM. B,: JK. cHK er: LFS DRAWN NO.: FL-15210.1 • ••• • • . • • •• • • • • • •••• • • • • • • • •• 00 ••• •• • • •• •• SIEEr '0712 3 • 1-1 /4" MIN. EMB. ITYP.) 0 • 4 4 • 0 0 G 00000 FM 1 ••=maar=i1 ) 1 x ® t,› 0.15" C-SINK FTP) 00 0 0 0 0 HORIZONTAL CROSS SECTION Outswing shown 'Inswing similar) 0 0 0 0 AIM I& 1131rifir 00 0 A ME 0.15' CSINK -- (TYP.) INTERIOR EXTERIOR 0 0 °HORIZONTAL CROSS SECTION Outswing shown (InswIng simPar) -01 IG VAAGIVIntv, 1-1 /4" MIN. EMB. (TYP.) • • a 6 • • • • • • • • • • • • • • • • • • • VERnakCROSaTECTION • Odtsw:g s;own (Ironing *Cat • •• •• • • • • 6 • • • • • • • • • • • ci z Fos, 2 to" -a > 111%. h CD 2 '‹ E 3 ° N 9\ d g z • • • It • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • CN Et. 4. d 6 z • N N .• DAM 02/16/12 SCALE•N.T.5 DWG. JK mtg. or LFS DRAWING N04 FL-15210.1 SNEET 3 o r 9 44 0 INTERIOR EXTERIOR C)HORIZONTAL CROSS SECTION Shown w/ 1X sub -buck ()Owing shown (Inswing similar) 00 11111 V_ZZA es o 1-1/4' MIN. EMB. MP.) 2 HORIZONTAL CROSS SECTION 4 Shown w/ 1X sob -buck Outswing shown (Inswing sImBar) 0 3 VERTICAL CROSS SECTION 4 SSA% IBX stt-buoit • • • • • • • • ••• seam; (In*ying slinks) • • • • • • • • • -- • • • • ••• ••• •• • • • •• • • gl • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ‘0‘111.11144 4.4. cf,‘„,"*. '' . ' - a ... < Ye".•:- ul 3. s • „.• it:il e2„ :1 gin a z ° sPiE e - Z -.;.. N. ..",P;z- •§0;.''' ..,,, ' N . ... '‘t 41.1m, 1111%, ‘2 ci ii d N h .... 8 14, „.;,..g ..1. ? NS a. 2 co:ET I L.: 6‘ g 4 z • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... - 02/16/ 2 scALE N.T,S 0140: 13Y: JI( cHK. LFS "W,g, NO4 FL-15210.1 SHEET 4 OF 12 z z a INTERIOR EXTERIOR 1.1 /4" MIN,. EMB. (TYP.j; C)HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (inswing simldr) 0 00 p vd i 0 ____„ f ® o r/f/A, fit 00 I-I/4" MIN. EMB. (TYP.) C)NORIZ0NML CROSS' SECTION.Shown Direct to Mosonry Outswing shown (Inswing similar) (3 VERQCAL ROSS SECTION • • • • ovrr Nod to Masonry • • • • • • isingihown (Inswing similar) • • • • • •• ••• •• • • • •• • ••• • •• • • • • 0 • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • ••• • • • °-m PART OR ASSEMBLY: c O cr 7- n O 2 bAT 02/16/ 2 SCALE. N.T.S. DWG. rr, - Ji< ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • am. rY: LFS ORAMim NO4 .. FL-15210.1 SNEEe Or 12. i o° 0 2 s r. 0 6.. EXTERIOR INTERIOR jor00000 ms\� of \,,\-s) ° O6 VERTICAL CROSS SECTION. Outswing cont-rgurotion EXTERIOR INTERIOR °VERTICAL CROSS SECTION Shown w/ ADA throshold • O 147$''/ ��4:1 % 4. :: ;;" s�Q~ i�% ��ih mLL CI. 5 z, 8 EXTERIOR INTERIOR ir!!l® W///�i��.0�j4i e 4 ° 4. p <: ° •• ••• • • ! • °• •. •• n • • • OOOOO • • • • • • • d VER?'1CAL CROSS SECTION • • • `(, i Insvirkg configuration • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • •,_ ••• • • • • • • • • • • • • • •• •• • e a) 0 nv^ os 2 as o RR z as 41 J uT Nor 44 • N...Z. DATES 02/16/ 2 sue N.TS CC". Ci: JK cwcer LFS 014.04140 no.: FL-75210.T sirr. 6 OF 0 0 U a 3 K 0 N I-1/4"-MIN. EMB. (TYP.1, C)VERTICAL CROSS SECTION. Shown DYectto Masonry. Outswing only w/ 4-9/16' jamb INTERIOR 0 CROSS SECTION. °HORIZONTAL Shown Direct to Masonry. Outswing onlyw/ 4-9/16 jamb 0 0 glum Mein MI EXTERIOR MIN. EMS. (TYP.) 2 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/16 jamb • VERTICAL CROSS SECTION` Shown Direct to Masonry Outswing only w/ 6-9/16'jamb • • • •I.1%4`mu1.• • EMS. (TYP.) HORIZONTAIrcNNOSS SECTION* Shown Qire:t to 4asonry. ; •— • • Outswingpnly w/46-9/1i' jarnt• • , • •• • • • • • ••• • INTERIOR • • • •• • • • • •• • • • • • • • • l -1 /4" MJN. EMIT. (TYP.) HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only W/ 6-9/16' jamb z o. ate': 4E 7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r h M7 � N a'0E:02/15/ 2 sue; N.T.S ow° BY: JR. cwc. ar: LFS DRAWN* NO_ FL-15210.1- SHEET- or 12 (TA HOPPEMULIIPOINTLOCKSET` HI59000 3-Point 'Tongue" HANDLE HEIGHT 23 MULTIPOINTSTRIKEPLATE' MANUAL RAISED TONGUE GEAR SYSTEM • • • • • 2X BUCK IX BUCK DIRECT TO MASONRY, 2X BUCK I X BUCK DIRECT TO MASONRY 2X'BUCK IX BUCK DIRECT TO MASONRY ••• • • ••• • • • • • • • • •• •• •• 25 LATCIi�i 1G DEA:BOLTjTRIRE�p1.4TE: • • • • • Tongussysl•m • • • • • • • • • • •• •••• • •• • •STRIKE JAMB SCALE, •.N.T.S owo, sr JK CHIC. sr. LFS °RAWINO No,: FL-15210.1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 ENDURA TRJLENNIUM 3000 3 pt. lock 2X BUCK • . • •1xauC c • • • • • • DIV:TTQ • MASONRY •• •.. •• • • • • • •• • •• • • ••• • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • •S T IK •JA• MS DETAIL • • • • • • • • ••• • • • i4 N 2$ O,. (ti 8 z 0 0 re 8 0 2 DATE 02/16/12 S: N.T.S. owc. er: JK cK,BA LES' omuip FL-15'2/0.1 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • SHEET 9 or._12. i 0 3 3 0 ��-iszlnz-o.d�vg,. 0 4" (TYP.) MASONRY OPENING 2X BUCK- 1YP. HEAD & JAMBS • BUCK ANCHORING CONCRETE ANCHOR NOTES: I, Concrete anchorlocalions at the comers maybe adjusted to maintain the min. 'edge distance to morta.joinG: 2, Concrete anchor locations nosed os "MAX ON CENTER' must be adjusted fo. mofnlatn thenth. edge dtslance to mortar joints. addttlonal c.c.R,ivle anchors maybe requfed to ensure the "MAX. ON CENTER' dirnenslon are not exceeded. a Concrete anchor table ., - _ ' ANGFIOR :7YPP ANCHOR 'SIZE MtN EMBEDMENT; MIN. CLEARANCE. TO MASONRY sing EDGE MIN.;CLEANCE TO ADJACENT' • ' ^ANCHOR+ 11W • • TAPCON i 4 / 1-1/4^. 2" DIY ELCO e UURACON 1 1/4 4 1.1/4 `- 1' C. C TAPCON° _ 3/Id" ,1.1/4' AS SHOWN 1.1/2"- I; W40O SCREW INSTALIATtON NOTES: Maintain o mintrmrm 5/8" edge distance, rend distance, & ' o.c. Toeing di !rood screws to prevent Iha s;fifUng of wood.- -- - STRIKE JAMB 2X BUCK IX BUCK DIRECT TO MASONRY • LATCH SEE HINGE DETAIL (TYP.) DEADBOLT DETAIL DIRECT TO MASONRY JAMB (TYP.) 4-9/1 V JAMB° (SEE SHEET 7) • MASONRY J. OPENING 2X BUCK -\ • 2X BUCK 1X BUCK DIRECT TO MASONRY TYP. HEAD . & JAMBS- 4-9/1 6" JAMB 6-9/ 16" JAMB DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 7) ADA SILL ONLY 1 FRAME ANCHORING Masonry constlucflon DIRECT TO DIRECT TO MASONRY 431) MASONRY 1X BUCK 491 IXBUCK •• ••• • • ip 2XBUCR• 4(Bec • DIRECTTd • • •• MASONRY. IX BUK' • • • • • • • 2X Plc.: • • • • •• • •• • • • • —• •• •' • • •• • • • • • • • 6" (TYP.) • • •• • • • • • • ••41INGE&jet ••• Inswing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • DIRECT TO MASONRY IX BUCK 2X BUCK 'o sign-. HINGE JAMB HINGE DETAIL Outswingr z z g J a re 0 w m ;m nh W �W n M O ACM 02/ 1 &/12 scan N.T.S.• DWG, Eft JK DHX. at: LFS DRAWING NO.:. FL-15210.1, sHNar • 10 ,or 12. 0 (2017)\FL-15210.1-6.dwg, 11,.1 kr OUTSWING THRESHOLD 30DLP (QOSR) 3OUTSWING THRESHOLD 2 DIP (QOSH) 5.62" OOUTSWING THRESHOLD Endura (Z•Selies) 5.625" %i%//i/%%%/; 3b INSWING THRESHOLD Endura (ZSeries) OUTS WING THRESHOLD Columbia High Dam (581 )- O31 OUTSWING THRESHOLD:: Columbia (575) 38 INSWINGTHRESHOLD Columblo 4.56" 0 37 INSWING THRESHOLD DLP IISCS) • I r 4.56" l — 244" --- -- 2.13" —.. OPOLY FIBER JAMB Plaslpro 4.56,., tn 2.36" 1 2.2' OWOOD JAMB � Po --- 2.098" -- o -.WEATHERSTRIP Enduco Force 5 •• • • • • • • • • •• • .F •. • • • I 4'•• •• ••. ODOOR BOTTOM SWEEP • • • • • %DA THRES•Ii RID • • • • . • • 2A • • • • DI •• • • • • • • • • • • • • • • • • • • • ••• • • • Lu z: S Q. V 7 0 0 h N N 0 z In z 0 V) DATE 02/16/ 2 S DWG. Er. JK dux. er' LFS MO N° New: FL-15210.1 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • •• •• • • • • • • sHEET J of 12. 1 a 5 BILL OF MATERIALS REM S DESCRIPTION . , - MATFAJAL'. A '1XBUCK SG>=0,55 WOOD B 2X BUCK SG>' 0.55 WOOD C 1/4" MAX. SHIM SPACE - D " 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E_ MASONRY - 0 3,00PSI MIN: CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16"x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW' STEEL J. 1/4" X 3-3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL K. 1/4" X 2-1/4" ITW CONCRETE SCREW ' STEEL L .' #10 X 2-1/2" PFH WOOD SCREW (1.15"MIN. EMBEDMENT) STEEL ,. M 3/16" X 2-1/4' ITW CONCRETE SCREW • STEEL N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P' 1 /4" X 2-1 /4". PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB , ... -- COMP: /.VINYL -. 2 FINGER JOINTED PINE FRAME WOOD 7 , WEATHERSTRIP" FOAM 8 DOOR BOTTOM SWEEP VINYL- 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 22 3 POINT "TONGUE" MULT1POINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTIPOINTSTRIKE PLATE (TONGUE SYSTEM) ' STEEL, 25' LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27.1, , LATCH STRIKE PLATE STEEL 28:. DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADATHRESHOLD .. ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31_ OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34. OUTSWING THRESHOLD. ALUM/WOOD 36' INSWING THRESHOLD' ALUM/COMP 37 INSWING THRESHOLD' ALUM/WOOD 38 . INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 #10X1-I/2"PFHSCREW ' STEEL. 57 BACKING PLATE STEEL 58' #8X2"PFH WS STEEL 60 - MULTIPOINT STRIKE PLATE STEEL 62. ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • ••• • • • REVISIONS' WE:02/16/ 2 SCALE. N.T.s mo. sr: JiC CHk. ar LFS. DRANMJO NO FL-15210,1 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • SHEET, T2.OF 12': DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98' Avenue Hialeah Gardens, FL 33018 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.¢ov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade. County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Mimi Dade County) reserve the right to have. %product or material tested for quality assurance purposes. If this product or material fails to perforgn in the acceptei•dnner, �% • •.• manufacturer will incur the expense of such testing and the AHJ may immediately revoke' gedi "y, or syspel the use of • • such product or material within their jurisdiction. RER reserves the right to revoke this.aCceptAnce, if lCiS jtermil}scj •; • by Miami -Dade County Product Control Section that this product or material fails to.uiat.the requiregients of, he • applicable building code. • ... .... . • This product is approved as described herein, and has been designed to comply with. the. Florida Building Cpde,.. including the High Velocity Hurricane Zone. • .. •.. • DESCRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage I7doi'dp to 9'-4' Wide wft • •; • Window LiteOption (DP 1-50.0, -60.0 PSF) • • • • .. ..• APPROVAL DOCUMENT: Drawing No. 01-09 REV L, titled "Sectional Garage Door", slurs' 1 'through 5 of 5, dated 02/01 /2001 and last revised on OCT 05, 2017, prepared by Al-Farooq€orporation; signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp'evith 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: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 # 16-0330.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • NOA No. 17-1018.13 Expiration Date: August 9, 2021 Approval Date: December 14, 2017 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.04" •• • • • • 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per jI C TA3•202-94 • 2) Large Missile impact Test per FBC, TAS 20I6-94' :.:.• • ' . 3) Cyclic Wind Pressure Loading per FBC, T4S2p3-94 . 4) Forced Entry Test, per FBC 2411 3.2.1, TAS -94 •... . along with marked -up drawings and installation diagram of a DAB 'A 824 24.OA . • Sectional Garage Door with Fixed Windows, prepared by Hu an je$ Engirl.ti g & Testing, Inc, Test Reports No. HETI-08-2149AJB, dated 06/2Z/2QQ8, signed and • • sealed by Candido F. Font, P.E. : • : "Submitted under NOA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. • • • • • •• • •• • "Submitted under NOA # 01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. Ilhaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1018.13 Expiration Date: August 9, 2021 Approval Date: December 14, 2017 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0814.04" 1., Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.04" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS . • •••s 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Piasttt:s, fo:their Lexan • • Polycarbonate Sheet Products, approved on 12/10/2015 and expirini omz.07/17/20'8.' • • 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for tkir • • • Insulfoam Expanded Polystyrene Insulation, approved on 08/14./20'1,4 d expiti g pp* 11/29/2017. • • • • • • 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products,.I.LQ', Tor tht'tr ecljd' nded. Polystyrene Block Type Insulation, approved on 11/10/2011 and etcpitta on 01/1112017. . • • 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,•LLC, for tht • • • Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 11/10/2X 11. d explYing on • • 01/11/2017. .• •.••.• • 5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, {or • their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition (2014) FBC and of no financial interest issued by AI-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E. lsbaq L Chanda, P.E. Product Control Examiner NOA No. 17-1018.13 Expiration Date: August 9, 2021 Approval Date: December 14, 2017 E -2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 01-09 REV L, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001 and last revised on OCT 05, 2017, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RM). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insuifoam, LLC, rof tiaeir Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2Q'2''�. . .... •• •• .• • •.. • ..•. • . .•.. • • • • 2. Notice of Acceptance No.16-1108.04, issued to Dyplast Products, C, for 1.13c 3ypla§t ISO-C1 Polyisocyarurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Ij . fg; their Expanded Polystyrene Block Insulation, expiring on 02/24/2021: ..• °. ' . • • • • • • • • 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for the'i; In Sheet Products, expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad Ahhmad, P.E. F. OTHER 1. This NOA revises NOA # 16-0330.02, expiring 08/09/21. 'shag L Chanda, P.E. Product Control Examiner NOA No. 17-1018.13 Expiration Date: August'9,1021 Approval Date: December 14, 2017 E -3 DOOR HEIGHT CONSISTS OF 6'-8" 2 SECTIONS 18' 2 SECTIONS 21' 6"-9" 1 SECTION 18' 3 SECTIONS 21' 7' 4 SECTIONS 21' - 7 - 7'-6" 5 SECTIONS 18' - 7'-9' 4 SECTIONS 18' 1 SECTION 21' 8' 3 SECTIONS 18" 2 SECTIONS 21" 8'-3" 2 SECTIONS 18" 3 SECTIONS 21' 8'-8" 1 SECTION 18" 4 SECTIONS 21" 8'-9" 5 SECTIONS 21" - 9' 6 SECTIONS 18" - 9"-3" 5 SECTIONS 18" 1 SECTION 21" 9"-6" 4 SECTIONS 18' 2 SECTIONS 21" 9'-9" 3 SECTIONS 18' 3 SECTIONS 21" 10' 2 SECTIONS 18' 4 SECTIONS 21' 10'-3' 1 SECTION 18' 5 SECTIONS 21' 10'-6" 6 SECTIONS 21" - 10'-9" 6 SECTIONS 18' 1 SECTION 21' 11' 5 SECTIONS 18" 2 SECTIONS 21" 11'-3" 4 SECTIONS 18" 3 SECTIONS 21' 11'-6• 3 SECTIONS 18' 4 SECTIONS 21" 11'-9" 2 SECTIONS 18' 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21' 12'-3" 7 SECTIONS 21' - 12'-6' 6 SECTIONS 18' 2 SECTIONS 21" 12'-9" 5 SECTIONS 18" 3 SECTIONS 21' 13' 4 SECTIONS 18' 4 SECTIONS 21' 13'-3" 3 SECTIONS 18" 5 SECTIONS 21' 13'-6" 2 SECTIONS 18" 6 SECTIONS 21' 13'-9' 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14'-3" 6 SECTIONS 18' 3 SEC90NS 21' 14'-6" 5 SECTIONS 18' 4 SECTIONS 21" 14'-9" 4 SECTIONS 18' 5 SEC1101S 21• 15' 3 SECTIONS 18' 6 SECTIONS 21' 15'-3" 2 SECTIONS 18" 7 SECTIONS 21" 15'-5" 1 SECTION 18' 8 SECTIONS 21' 15'-9" 9 SECTIONS 21' - 16' 6 SECTIONS 113' 4 SECTIONS 21' 7-1/2" X 3' X .071" GALV. STEEL END ROLLER HINGE W/ (8) 114 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) WITH DELRON SLEEVE (OPTIONAL) 7-1/2" X 2-1/4" X .071" GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS WITH DELRON SLEEVE (OPTIONAL) LOCK 2/ DOOR i" 1" W X .15" THK. LATCH 14 STANDARD LOCK `` SPRING LOADED SLIDE BOLT (BOTH SIDES) FASTENED W/ (4) #14 X 1/2" S.M.S. -- 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GAjiAGt DOORS .158 DIA GALV. AIRCRAFT TYPE CABLE & NICO-PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 6"x3" X 0.1" STEEL PLATE WITH (2) #14 X 5/8" SMS CENTER STILE OUTSIDE HANDLE BRACKET STD. LIFT DOOR END STILE BRACKET LOW HEADROOM DOOR OPTION 7-7/8" x 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS 18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK (OPTIONAL) LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN A80VE • TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER (6) #14 X 3/4" SELF DRILLING SCREWS - TO BE INSTALLED AT / CENTER STILE CENTER STILE r — a I N DOOR HEIGHT FIVE SECTIONS DOOR 16'-0' DOOR HEIGHT \ / /I\ I I / \ / / / \ / \ \ / \ ,\ /\ /6 /i, ,. I 10 N INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR #14 O/ 3/4" SELF X 5RIL NG SCREWS MAY BE USED LIEU GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WFTH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDTION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL BE CORROSIS•REM9UNT, 6PASED PO SHOWN ON DQOILS AND INSTALLED PER MANUFS INSTRUCTIONS!SP,CIFLED IMBIIIDMENT 60 BASE MATERIAL SHALL BE BEYONCT WALL DRESSING SR• SRlCCO. • • • • '3. A LOAD DURATION INCREASE IS USED IT DESIGN•OF�ANQ10IS••15T0 WEQp ONLY. 4. MATERIALS INCLUDING BUT r1Oi LIMY(! ?O STEEL/MET&L SCREWS, TRAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 0 0 DAD DOORS INC. Hurricane Master® Model 824/811 Max. Size 9"-4" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF D00R TESTED IN ACCORDANCE rani THE REQUIREMENTS OF FLORIDA BUILDING CODE. TAS-202, TAS-201 & TAS-203 FOR HVH2 AND ASTM E1886-05/ASTM E1996-09. THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 5. THIS PRODUCT APPROVAL S GENT FOR A SITE SPECIFIC ley,"1 OF STRUCTURE RECEIVP WATER INFILTRATION RE 1 CONDITIONS NOT SHOWItTHIS AND TO BE REVIEWED •BLILDIN SIC AND DOES NOT PROVIDE INFORMATION 'LIFE SAFETY OF TRIS PRODUCT ADEQUACY )DUCT At StALIA•G !ROUND O�ENIN FOR WING ARt IO �E ArALtZEd SE}•AITEL: OFFlCM,I• • • • • • 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. PRODUC r REM* 95 WWII/ w$ tire limns Aaepuma Ne I7-10!.j3 Expiration Oaten t/4pf ) > adstae OF "KI t/0 AL tl`s0\‘ ff1111111111 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• SEC110NAL GARAGE DOOR 5 5 5 5 y 0 8 2 8 3 a c dot 02-01-01 0 drawing no. 01-09 sheet 1 of 5 FOR CONNECTION OF W000 BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.C. 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16" X 1-5/8" LAC SCREW INSTALLED IN 9/16' DIA. HOLES IN CENTER STILE (FULLY THREADED) ONE PER BRACKET POSITIONED AT EYE LEVEL OPTIONAL STOP MOULDING BY DOOR INSTALLER /14 X 5/8" SMS 6 PER HINGE 1/2" X 1-3/4" X .059' FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS C 12" O.C. 7/16' PUSHNUT INSTALLED ON ROLLER SHAFT STEEL TRACK 14 GA. X 2-1/8' X 1' (STANDARD) 12 C.A. X 3-5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8' TRUSS HD. SLOTTED M.S. & LOCK NUT 3/4"X2"X2-1/2' X 18 GA. STEEL ND SNLE, CONNECT TO PANELS WITH FLAPS AND 3/16' ALUM RIVETS SEE DETAIL ABOVE 1-7/8' X 2-5/8' X .045' STEEL CENTER ST1LE, GLUED AND RIVETED TO PANEL W/ (4) 3/18' RIVETS 4/4HX 5/8" S.M.S. 7-1/2" X .071' GALV. STEEL CENTER HINGE SECTION B—B INTERIOR SIDE POP RIVETS' i11mij ••••• • • • •• • lr 71/2" X 3" X•.071• • • • • END "RR0LLER }URGE • • • • • • • • •• ••• •• • • • • EDGE DISTANCE -1 1.82' DIA. X .50' STEEL ROLLERS (STD.) 1.82" DIA X .50" NYLON ROLLERS (OPTIONAL) • 2.7R"b1A. X .50' STEEL ROLLERS (OPTIONAL) • •:.75":IA X .50: NYLON' ROLLERS (010110NAL) • • •• • • •• • • Will :" OEM• • • • •• • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 24 GA. STEEL PANEL 3/16' ALUM RIVETS FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 0 4' 0.C. END STILE ANCHORS AT TRACK BRACKET - A) 3/8' DIA. POWFR—RO1T RY 'POWFR6 2' MIN. EMBED INTO CONCRETE 1-7/8" MIN. EDGE DISTANCE B) 1/8" 919. HI f` CIFF E RY 'H1LTY 1-1/4' MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1-5/8' MIN. EDGE DISTANCE INTO CONCRETE 4' MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE Pc - 3000 PSI MN. C-90 GROUT FILLED BLOCK fm — 2000 PSI MIN. IRODUC C REVISE* !r tempt"' whit Or 6Torie Weiss 94.116 Aoreptaxce N•1 _1015•V; Eg8•WDarr ANCHOR TYPE A 0R B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & NUT na ma, rum Okeerel ;LLQI A� /i • ,1cEMs,.'••_ . 70592 ra‘V Z � y gg RV1 Crng gio 8 • rrG Q / ES SECTIONAL GARAGE DOOR 0 Q� a n N 5 5 2 5 5 2 5 5 5 2 0 v 0 2 2 0 s drawing no. 01-09 (sheet 2 of 5 ) � POP RNETS C LV 4 STEEL5-1/2' X 3" X .104° TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ 14 X 5/8' S.M.S. / / OR 5 18' X 1-5/8" LAG SCREWS INTO ANCHORS 5/i6" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET HORIZ. TRACK SUPPORT, CENTER SUPPORT REOD. ON DOORS E%CyEEDING 8 FT. IN HEIGHT i i q 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. APART WI'T}{ TWO WELDS AT 1-1/2' APART FIRST AT 3' O.C. REST AT 9" O.C. i f 1 y � ^ ^ 2 RF 0j AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 333.73 (C.A.N. 3538) 1EL. (905) 2646100 FAX. (906) 28268711 o La Sa ( (8) / _ , CONNECTED TO FLAG BRACKET ANGLE .090 THK. GALV. SIEtL ADJUSTABLE W/ 3/8-16 X 3/4" BOLT & NUT SLIDE FASTENED TO BRACKET W/ 5/18-18 X 3/4° HIX HEAD - M. SCREWS & NUTS. 2-1/2" X 4-1/4" X 13 GA STEEL PLATES _ WELDED TO 1-1/2" X 1-1/2" X 14 GA ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT kNUTS -- A -- -( AND TO SPRING SHAFT GUIDE 8118 (2) 1/4-20 X 5/8° BOLT & NUT TOP BRACKET (STANDARD) - - -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12' I II TOP BRACKET (OPTIONAL) VERTICAL TRACK F.,SECTION U0 LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 14 GA GALV STEEL TRACK 2-1/B' % 1" % .080' A -A p j 1/2" X 1-3/4" X.059" FORMED STEEL 2" X 5-1/2" X .104" GLUED TO PANEL AND FASTENED TO may ^3 a STEEL (2VERDCAL P`1 WTTH RIVETS FASTENED W/ (4) Y 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR �- LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH 5TH B1 82 B3 B4 85 86 B7 B8 II, 1/2" X 1-3/4' X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - 0 VERTICAL STILES WITH 6'-6" 21" 18" 18" 21" N/A 1" TO 2° 11-3/4" 23" 34" 45" 56" 67" - . SECTIONAL GARAGE DOOR DAB Door Company, Inc. 12195 N.W. 98th Ave. Hialeah Gardens, FI. 33018 Tel: (800) 257-20t6 Fox: (305) 362-9272 (2) 3/18' POP RIVETS 7'-0' 21' 21" 21" 21" NIA 1" TO 2" 11-3/4' 23" 34" 45" 56" 67" - 7 -6 18" 18" 18" 18" 18" 1" TO 2' 11-3/4" 23" 34" 45" 56" 67" 78-1/4" 5/18' MEETING RIB 8'-0" 21" 18" 18" 18" 21" 1" TO 2" 11-3/4"23" 34" 45" 56" 67' 78-1/4' I 1.82" Dl4 X .50" ROLLERS 'x •-SECT10NS ARE NUMBERED STARTING AT THE BOTTOM O W/ .44 DIA X 4-1/4" STEM W x 0_ W FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. Oz Z OPTIONAL INSULATIONS: a O 'DYPIAST cc o 8 m m / 1.9" X 2.19" X 3.3" X .090" _ I ptODUC f REVISES ratoPl71•l wills Ow FMrt16� berg Code , Fx - A1' PRODUCTS LLC' - IS0-25 POLY-ISOCYANURATE STEEL TRACK BRACKETS �I'I 2-3/16" HIGH n—to { Al Acceptance NolOplevties �'j N.O.A./16-1108.04 m CONNECTED TO TRACK WITH _ ¢ x OR ) 1/4" BOLTS & NUTS. 'I t k • 4 I o BY 'CELLOFOAM NORTH AMERICA' m en Coetnl m ;;.;..'.;:'. I_ OENSTIY 1.03 PCF m R .- a O.OA /15-1203.04 OR FO 'I I�� .•ir . .....: DENSI DENSITY .92 PCF N.OA. #77-0221.08 a _, t gill description )^ FOAM NOA REV. NO CHANGE THIS SHEET BOTTOM SEAL OPTION ADDED INSULATION UPDATED UPDATED 10 2017 1BO � A'+ I�� O (�I m j 14 GA GALV. STEEL ROLLER HINGES FASTENm W/ (4) {14 X 5/8" SMS MIN. ROLL FORMED STEEL PAN0. m m �II' �' PANEL HEIGHT .024" DRAWING QUALITY G-40 MIN. YIELD STRENGTH - 34 K51 WITH PRIMER AND BAKED -ON TRACK CONFIGURATION i POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 111111 n s oNlmmN u©©© EEE111 o • •• •• •• •• •• •• •• VERTICAL IJFI HIGH LIFT STANDARD LIFT LOW HEADROOM m • DOUBLE TRACK • • • • • • • AVAILABLE TRACK OPTIONS8©0�©� • • • • 12 GA. GALV. STEEL • • • • • • • • • • • • BOTTOM BRACKET FASTENED W/ (4) f14 % 5/8" SMS • • • • • • • • • (• . (, <- • • • • • • • • • • O BOTTOM SEAL OPTIONS • • • • • • • • • • SEE SHEET 4 `1111 �V J�`, _ '�GEN _ - -S It ® .... I I l tt ttt� �i ' , '' • •' E .--„--..--.� .- 0 1 yi R S '1 d 01 ng 000 • • • • • • •• • • • • • s • ' �.8T 1 OF • • Z • • • • • • • •• 4 N. 1. SECTION A -A i�t SONAL (sheet 3 of 5 1111�� • • • • • • ♦ •••.. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1-1/2- MIN. E DIST. 2BY WOOD BU /4" DIA LAG SCREWS AT 6" FROM ENDS AND 19' 0.C. MAX. 3 4" N „„:0, OPTION 'A' OPTION 'B' U 1/4" DAA LAG SCREWS AT 6" FROM ENDS AND 19' O.C. MAX. WOOD BUCK CONNECTION TO WOOD SUBSTRATE (wool) SPECIFIC GRAVITY SG-D.55 MIN.) THE INSTNIATON METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SWILL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 16' 0.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED 18' 0.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 14" 0.C. INTO GROUT FILLED BLOCK WALL WITH 1-1/2' MIN. EMBED 18' 0.C. INTO 3000 P51 CONCRETE, WITH 1-3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8' CONFLEX BY 'ELCO' OR 3/8- EDT BY 'IIW' WITH SPACING OF 24" 0.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 2' MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILT' WITH SPACING OF 8' 0.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4' MIN. EMBED, 4" MIN. EDGE 18' 0.C. INTO 3000 PS1 CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR STSILM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY 8E REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTED.'. 5/16' X 1-5/8" LAG SCREWS AT 12' 0.C. CONTINUOUS ANGLE TRAM( TO WOOD BUCK DIST. MAXIMUM EXTERIOR(+) LOAD PER JAMB >, (9.33' X 50 PSF)/2 - 233.3 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB - (9.33' X 60 PSF)/2 - 279.9 LPN per Ft. 1/16" X 2-1/2 FILLET WELDS AT 12' 0.C. MAX. fa 1" SELF DRILLING SCREWS OR 3/16" 'RIVER' STEEL RNETS MULTIGRIP W/ DOME HEAD AT 48" 0.C. REINFORCEMENT 1/2' X 1-3/4" X .058" FORMED SILEL W'STRIP ADAPTER ALUMINUM RUBBER W'STRIPPING STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR bTSILM F 1 AET11F•TRAEI19 • TO •TE£L •• • • •• • • • • ••• • •.'ALJfi `T INS ,TON • O50 .534 • ni eeeJJJ 1 .750 5/16' DIA BOLTS WITH WASHER & NUT AT 12' 0.C. MAX. .700 BOTTOM SEAL OPTIONS REINFORCEMENT 1/2" X 1-3/4' X .058' FORMED SI LEL I{8 X 1' SELF DRILLING SCREWS OR 3/16' 'RIVER' STEEL RIVETS MUL11GRIP W/ DOME HEAD AT 48" O.C. W'STRIP ADAPTER STEEL RUBBER W'STRIPPING PRODLCFREVB@y Y camplyI $ wait the Fle$4e b.tdi.a Cede p Aorep4.ace N.) 1�s -161 p" e>,p4.w. 04.1e . fJ ZPram. emir* ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8' HLC SLEEVE 8Y 'HILTI' CONC. 1-1/4" 8' 1-5/8" 3/8' HLC SLEEVE BY 'HILT)' FILLED BLOCK 1-1/4" 8' 4' 3/8" DYNABOLT BY 'TIW' CONC. 1-1/2" 8" 2" 3/8' DYNABOLT BY 'ITW' FILLED BLOCK 1-1/2" 8" 2-1/4' 3/8" POWER -BOLT BY 'POWERS' CONC. 2" 8' 1-7/8" 1-7/8" 3/8" SLEEVE-ALLL BY 'SIMPSONS' CONC. 1-1/2" 8' CONCRETE f'c - 3000 PSI MIN. C-90 GROUT FILLED BLACK I'm - 2000 PSI IN. 1O1 . -4'STEE2L X -1ANGLE /2" X 14 GA C EDGE DIST. 12 G4 GALV. STEEL FLAT BRACKETS *3" LONG AT 12' 0.C. IN DOOR OPNG. AT 18" 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE • • • • • • • CONTINUOUS ANGLE TRACK TO CONCRFTE AND FILLFD BLOCK • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • •• • • • • •• • • • • • • • • 2-1_/8' X 1" X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4-20X5/8' TRUSS HD. S M.S. & LOCK NUT ``71111111111\ J• �P amENBF OF 4A U z o q � Q9.RP 2 dot Q 1Nt7 ((�i 0 e1 o,D oE0g W � O ( ▪ 622 W C2 0 In a 0 S ac 0 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • e• •• a drawing no. 01-09 sheet 4 of 5 5 o Li w ci 6 000R PANEL /-24 GA (.024) STEEL MIN. 7/18' DIA WASHER 'l it !Ili III /8 X 3/4' SMS 0 3/8' FROM ENDS AND 7' 0.C. MAX. (4) t#8 X 3/4' SMS O 1-3/8' FROM ENDS AND 8-1/2' 0.C. MAX. 175 X .062 DEEP GROOVE 1/4' POLYCARBONATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' NOA #15-0915.08 175 X .062 DEEP GROOVE (4) /8 X 3/4' SMS 0 1-3/8' FROM ENDS AND 6-1/2' 0.C. MAX. 118 X 3/4' SMS O 3/8' FROM ENDS AND 7' 0.C. MAX. 7/16' DIA. WASHER DOOR PANEL 24 GA (.024) STEEL MIN. /8 X 3/4' SMS 0 3/8' FROM ENDS AND 4-1/2' 0.C. MAX. DOOR PANEL 24 GA (.024) STEEL MIN. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 21 3/4' MAX. WDW. WIDTH 18 1/8' MAX. D.LO. * EXTERIOR FRAMF RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION • • • a i i • • • i • i PROM(r REVISED abonlitan.ith the pi.ri : lamina Cade AA Aneplance No I-1•10I0' INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 175 X .082 DEEP GROOVE • • •• • • • • • • • • • • • • `11\H11111T11j' • • f•..� M Erpka s.O.te :inCSii► O�tUTpt.Met w� •• • • • • •• • • 70592 OF .4 0R10P,.'&°Z°, `9/ONA1. 0.10 LTT11111111' 0 a SECTIONAL GARAGE DOOR 3 0 n ( c m d 2 6 6 6 a 2 8 2 C drawing no. 0.1-09 sheet 5 of 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • •