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WS-18-1148Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Perrnit NO. INS-5-18-1148 Permit Type: Windows/Shutters mi ork Classification.: Window/Door or Replacem Permit Status: APPROVED Parcel Number Expiration: 12/02/2018 Applicant 9225 NE 12 Avenue Miami Shores, FL 33138- 1132050270390 Block: Lot: LOURDES B KASANZEW Owner Information Address Phone Cell LOURDES B KASANZEW 9225 NE 12 Avenue MIAMI SHORES FL 33138-2928 (786)355-1124 9225 NE 12 Avenue MIAMI SHORES FL 33138-2928 Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total Sq Feet: $ 5,000.00 0 Type of Work: REPLACE FRONT DOOR No of Openings: 1 Additional Info: REPLACE FRONT DOOR Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee. Technology Fee Total: Amount $3.00 $2.00 $2.00 $1.00 $110.00 $9.00 $4.00 $131.00 Pay Date Pay Type Invoice # WS-5-18-67361 06/05/2018 Credit Card 05/01/2018 Credit Card Amt Paid Amt Due $ 81.00 $ 50.00 $ 50.00 $ 0.00 ■ Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z ithy. Futher e, I authorize the above -named contractor to do the work stated. June 05, 2018 Authorized rS-gttatau@; Ownai / Applicant / Contractor / Agent---- - Date Building Department Copy June 05, 2018 fiNt?4), BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. REDiVEL • MAY 01 2018 W.4-1 BC201"q W$18-11LIe ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL JOB ADDRESS: ❑ PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP c �� � � CONTRACTOR DRAWINGS / 0 City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: Zip,/ NO BFE: FFE: OWNER: Name (Fee Simple Titleholder):�L c,,e, ��S 4 �� I � / `� ' t pfione#: Address: (� zS 1< / jQ V6 /� City;/ /��% ( �HJO@-P�S State: �2 �)A Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:Phone#: Address: City: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ )0,03 State: Square/Linear Footage of Work: e of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace Description of Work: /264 ['Demolition Specify color of color thru tile: ,m, It6-Co Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Zip: -R6 y • Zip: _33 /3 2 • CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE$ gI • (31 (Revised02/24/2014) Bonding Company's. Name (if applicable) Bonding Company's Address City State Zip • Mortgage Lender's Name (if applicable) Mortgage Lender's Address , City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed •to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will note approved ind a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of _� 1 —Signature CONTRACTOR The foregoing instrument was acknowledged before me this 20 ! by day of , 20 , by `OU i ha•, wwhhois personally nown to , who is personally known to me or who has produced .0 1 ( as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY IC: NOTARY PUBLIC: Sign: Print: Seal: MAHARAI K. GONZALEZ ,. i,, . EXPIRES: November 2, 2020 • ''•Fg ;; ;°P' • Bonded Thru Notary Public Underwriters ****************************** APPROVED BY Sign: Print: Seal: Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4/30/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3205-027-0390 Property Address: 9225 NE 12 AVE Miami Shores, FL 33138-2928 Owner IVAN KASANZEW LOURDES B KASANZEW Mailing Address 9225 NE 12 AVENUE MIAMI, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,384 Sq.Ft Living Area 1,889 Sq.Ft Adjusted Area 2,094 Sq.Ft Lot Size 7,855 Sq.Ft Year Built 1949 Assessment Information Year 2017 2016 2015 Land Value $282,827 $263,059 $239,600 Building Value $156,673 $157,888 $159,102 XF Value $0 $0 $0 Market Value $439,500 $420,947 $398,702 Assessed Value $429,786 $420,947 $300,947 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $9,714 $97,755 Homest d Exemption $25,000 $25,000 $25,000 estead Exemption $25,000 $25,000 $25,000 isability Exemption $5,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BAY LURE PB 44-63 LOT 27 BLK 2 LOT SIZE IRREGULAR OR 19833-1867 07 2001 1 COC 24812-0573 08 2006 1 Generated On : 4/30/2018 Taxable Value Information 2017 2016i 2015 County Exemption Value $50,000 $50,000 $55,000 Taxable Value $379,786 $370,947 $245,947 School Board Exemption Value $25,000 $25,000 $30,000 Taxable Value $404,786 $395,947 $270,947 City Exemption Value $50,000 $50,000 $55,000 Taxable Value $379,786 $370,947 $245,947 Regional Exemption Value $50,000 $50,000 $55,000 Taxable Value $379,786 $370,947 $245,947 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/12/2015 $440,000 29757-3823 Qual by exam of deed 08/01/2006 $640,000 24812-0573 Sales which are qualified 07/01/2001 $299,900 i 19833-1867 Sales which are qualified 04/01/1999 $185,000 18564-0973 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 OWNER BUILDER DISCLOSURE STATEMENT NAME: Lo UYZ S A- kTRS4 d Raw: 0 3- le ADDRESS: p< S A- ! 41 fl jAfii 0r6 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed personas a contractor. It is your responsibility to make sure'the'people employed by you have licenses required by'state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial /kk • 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits an contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or leasewhich violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 400* 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for, any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html fJ Initial 6GC 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed const uction activity t the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of i\Trk , 20 I By W Y 69„S µ- who was personally known to me or who has Pro . uced t as identification. OWNER NOTARY I k • • • 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). Qualifier/Owner Signature Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be -accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOAJ'or each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and, two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 /c)) rt6,2-e_f 3 3 / • • • •• •• • • •••• • • •••• • • .• •• • • • • l.• • • • .•• • • •••• • ••• •.• •• • • • • •••• • • • • • • J • • • ••• • • i APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL -EDERAL STATE AND COUNTY RULES AND REGULATIONS h1S te'11U�3 • •• • •• • ••• • • • ••• • ••• • • • • • . ... • . . .... •• •• • • • • .. • • ▪ •••• • • .. • • • • • • • • • • • • • . • •• • • • • • • .. • •••• • •••• • • •• • • • • ▪ • • • .. Fop -414-9 13/16 - m Exterior side roller catch -9 I3/IG" 0) j / // // // // // '/. // // // // // Impact sand blast glass 7 I /2"—/ • 36" door size \ U O 0 CO Interior side \ �I Y T // // // // // // // // // 82 I /2" door size 38 1 /2" door size • • • •• ••• •. •. ••. • • ••. • • • •• rf D m 38 1 /2" frame size Interior side 1' Exterior side Overview detail .t! borano Custom Wood Doors, Windows, Flooring and More Information on this CAD relating dimensions supersedes the quotation. Quotation # 89796 Raffaello Single Apr 12, 2018 - 2:02pm Client signature: • }rgcl udion not&:• • • 1 • • lMT •• : • • , s•• • • 4 '•Florida•product appr vai•; #FL16324•••• • e t•• • • IIIse x inge nhout acorn Satin Nickel.. • • • •pow995 for sealing%Qg4 and glass.••.•. • •• • * De -activate spring latch of lock system. Qty: 1 set (1 door) Drew: Carlos Torres Sales Person: James NO SCALE 01 of 04 \ 69, 6- 16 28„ hinge detail Interior side Exterior side l,, 2 8 L Interior side Impact sand blast glass SANDBLAST 6• SANDBLAST `is Exterior side Interior side Stile detail 42 2" lock Fbackset 28 6 6" 72 Exterior side —I g'—/ Impact sand blast glass J'6 I /4" 24" square pull .� .' I I /4" L Q.) -lam 4) U 0 4- • • 0••• 0 • • • N •• •• ••• • •• • • • • •• 31/4„ 234n METAL SQUARE PULL borano Custom Wood Doors, Windows, Flooring and More Information on this CAD relating dimensions supersedes the quotation. Quotation # 89796 Raffaello Single Apr 12, 2018 - 2:02pm Client signature: •••• • Praduction note! :• • • • • • T•• • • • • • •... • 1• • • •• • • • • • • • • • • • • . • • •• • • • • • • •• • Qty: 1 set (1 door) Drew: Carlos Torres Sales Person: James NO SCALE 02 of 04 Interior side Groove detail 35%s" Top rail detail ROLLER CATCH Exterior side Y4' 3/4 o Cylinder detail Bottom rail detail Interior side i` 3° Exterior 4 interior trim flat stock 13/6 • Exterior side 174" Glass stop • • •• •• • • • ••• • •• ••• • • borano Custom Wood Doors, Windows, Roaring and More Information on this CAD relating dimensions supersedes the quotation. Quotation # 89796 Raffaello Single Apr 12, 2018 - 2:02pm Client signature • • • • ;reduction note: ••• i i • • • ••• • • IMPACT • • •• • • • •••• • • .•• • • • .• • • . • • • • • • • • • • • • •• • • • • • • Qty: 1 set (1 door) Drew: Carlos Torres Sales Person: James NO SCALE 03 of 04 87 1 /2" exterior $ interior trim flat stock, city: 2 pcs. 3 j, J, 46 I /2" exterior * interior trim flat stock, city: 2 pcs. Exterior side n 3 /" // // // / , // // // // 0 87 1 /2" exterior $ interior trim flat stock, city: 2 pcs • •• •• •• •• •• • • • • • • • • • • • • borano Custom Wood Doors, Windows, Flooring and More Information on this CAD relating dimensions supersedes the quotation. Quotation # 89796 Raffaello Single Apr 12, 2018 - 11:54am Client signaNre: • • • •••• • Pr&uction notes: • • • • • • • ••• IMPACT • • •• ••••• • • • •• •••• • e•• • • e• • •' • • • • • • • • • • • e • • • e • • r • •• • • • • • • •• • Qty: 1 set (1 door) Drew: Carlos Torres Sales Person: James NO SCALE 04 of 04 To G'9N "2-D\o e--( +-o V0,-0 c (L-DG vionoc- gck -Yg� ............ .. . • .• . .. . ... • . .... ... • •••• 1 •• •• . • ..• •.. ...... •• • ... .... • .... • ••. • • ••• • • . • •S• • • • •••••• • ••• • • ••••• • • ••••• • • .•• ••• •• • • • •••••• •••• 4 Borano Finishing updated.jpg • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • ? • • • • • • • • • • • • • • • • • • • •c@�• ••• • • • ••• AN•� • •••• • • • • •••••• • •• • ••••••• • • • • • • • • • • • • • • • • • • •• • • • • •• Special Hdndlfng — Fini hind • Congratulations on the recent purchase of your.644tiftl! r99tloViy t}dr~!ino door! We are pleased that you have chosen a complete finish. We aslt"thaj you bl49stor1'vi4v carnilly, initial and sign at the dotted line the following to ensure the finishing process is cbmble2ecsto;)Jrsgtfsfaction. 1. I understand that my door was sealed at the Borano factory with Sikkens Cetol 1 Base Coat. My door will then be finished with the Sikkens Cetol 23 Plus made by AKZO Nobel a leading German finishing product brand. The Sikkens Cetol 1 Base Coat & Cetol 23 Plus is a special type of exterior finish that allows your wooden door to withstand the sun, rain and external elements that your door will be exposed to, providing the ultimate protectio 2. I understand that the finishing of my door is provided by Wood FinisRtfig Service LLC. 3. I have chosen to have my door finished in one of the following four finish colors. I have circled below the correct finish that will be Clear Dark Oak Alder Butternut Walnut Mahogany Espresso 4. I understand that there may be variances in the finish color since this is a natural wood product. Also the colors shown abovett theme representations of the final finish. Please request samples if needed. 5. I understand that the finishing process will add additional time to the delivery of my order. Customers Signature: Date: Borano Order Number: Borano Inc. 222 NE 27th Street, Miami, FL 33137 Tel: +1 (561) 939-3368 Fax: +1 (877) 839-2220 Email: sales@borano.com Website: www.borano.com 4/27/18, 3:04 PM about:blank Page 1 of 1 I�16 5/16° tr7 0 O Exterior side Impact sand Interior blast glass side 82 7/8° door size 37 1/2" door size 85" door size 40" door size Exterior side 38 1 /2" frame size Interior side Overview detail 1 borano Custom Wood Door. Windows, Flooring end More Information on this CAD relating dimensions supersedes the quotation. Quotation # 89796 Raffaello Single Apr 19, 2018 - 11:48am Client signature: Production notes: • • • .. • : IMPaCr' .• II • • • :' Fl.ri:a procluct� pproval la FL164326. t• •• • • • • • 1'011 1.5" x 1.5" hinge •wih'out acorn Wm Nickel.. •••• •••• • • "Og'w'95 for sealing wood: 'dridgglass. •'• • • •. • . ••• • • • " De-activatedpnng 4atch of lock system. "' Qty: 1 set (1 door) Drew: Carlos Torres Sales Person: James NO SCALE 01 of 04 - • ♦ • • • ••• • 4 • • •• ••• •• • •• • •,• • ••• • • • ••• Date Company Address City State MecaWind Std v2.2.7.7 per ASCE 7-10 Name : File Location: Developed by MECA Enterprises, Inc. Copyright 5/23/2018 RESTEKC 2125 BISCAYNE BLVD MIAMI FL U:\2017\17126 - Belinda & Ivan Input Parameters: Directional Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Pitch of Roof h: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang Bldg Length Along at Eave= Ridge = Procedure All 175.00 mph III N/A 1.00 11.50 0.09 0.11 0.15 0.13 0 : 12 15.00 15.00 .00 37.25 ft ft ft ft, www.mecaenterprises.com Project No. : 17126 Designed By : O.B Description . Customer Name : Proj Location : Kasanzew (Daniel IVAN KASANZEW MIAMI SHORES Miami Shores)\WIND PRESSURE.wnd Heights Building (Ch 27 Part 1) • • • • • D •• • Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Overhead Type Bldg Width Across Ridge= Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q:(1/(1+0.63*((B+Ht)/Lzm)"0.63))"0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.85 Na 0.8 �• 700.00 ft 1.07•••••• 0.80•••• 650.004ft••• 7.0(Z•ft••• .00 Deg • FLAT 15.01 ft • No Overhang, 74.OS ft• • 9.00 ft = 0.19 = 552.56 ft = 0.91 = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 'Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.40 1.03 = 1.00 = 51.15 psf = 0.80 = 2759.48 ft^2 = 0.80 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of Width of Pressure Coefficient Zone "a" = .6 3.73 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf DOOR 1 DOOR 2 DOOR 2 DOOR 3 DOOR 6 DOOR 7 WINDOW A WINDOW B WINDOW B WINDOW C 5.83 5.83 5.83 2.73 2.58 2.83 2.83 2.83 2.83 5.75 6.67 6.67 6.67 6.81 6.80 6.67 2.17 5.25 5.25 2.17 38.9 4 38.9 4 38.9 5 18.6 4 17.5 4 18.9 4 6.1 4 14.9 4 14.9 5 12.5 4 0.81 -0.90 0.81 -0.90 0.81 -1.07 0.86 -0.95 0.86 -0.95 0.86 -0.95 0.90 -0.99 0.87 -0.96 0.87 -1.21 0.88 -0.97 50.44 50.44 50.44 53.05 53.25 52.99 55.24 53.84 53.84 54.46 - 55.05 -55.05 - 64.06 -57.65 - 57.86 - 57.60 - 59.84 - 58.44 - 70.85 -59.06 •• • • • • ••• • • • •• • • . • • • •• • • • • • • • •• •••• • •••• • • • • • • • • •• • • • • • • •• • 11111 ES 1'''' S7 A42 MAY 3 2018 { WINDOW D WINDOW F WINDOW G WINDOW H 4.42 5.25 23.2 4 0.84 -0.93 52.27 -56.87 2.83 3.20 9.1 4 0.90 -0.99 55.24 -59.84 3.08 3.20 9.9 5 0.90 -1.26 55.24 -73.65 2.83 5.25 14.9 4 0.87 -0.96 53.84 -58.44 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V^2*Khcc*Kht*Kd = 51.15 psf • • • • •••• • • • •• • • ••• • • • •• • • • • • • • • •••• •• • • • • • • • • •••• • •• • • •• •• •••• • • • • • • • • • • • • • • • •• • • • • •• • • •• • • • • • • 5/31/2018 Florida Building Code Online COCA DEPARTMENT OF Business r Professional Regulation OSPR HOME' ABOUT DBPq OSPM DIVISION% BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff ( BCIS Site Map I Links I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL16326-R2 Revision 2017 Approved Product Manufacturer BORANO INC Address/Phone/Email 222 NE 27th Street Miami, FL 33137 (561) 939-3368 sam@borano.com Authorized Signature Sam Hanna sam@borano.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Exterior Doors Swinging Exterior Door Assemblies • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Figueiredo the Evaluation Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL16326 R2 COI 17-707 CI.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year TAS 201, 203 1994 TAS 202 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N9XSa44NAddIrK4EhWV4y%2bBgKNBgDgWEoA%3d%3d 1/2 5/31/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 11/06/2017 12/09/2017 12/11/2017 02/13/2018 Summary of Products FL # Model, Number or Name Description 16326.1 Borano Series Outswing Wood Doors Outswing Wood Doors Limits of Use Approved for use in HVHZ: Yes / Approved for use outside HVHZ: Yes Impact Resistant: Yes / Design Pressure: +65/-65 Other: Product to be manufactured, designed, and installed as per drawing specifications 17-707 Installation Instructions FL16326 R2 II 17-707 DWG.pdf • • • Verified By: Pedro De Figueiredo 52609 Created by Independent Third Party: Yes Evaluation Reports FL16326 R2 AE 17-707 PER.ggi Created by Independent Third Party: Yes • EES • • • • • •• • • • • • • • • • • • • • •• • • � • • • Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1 • • • • • • • • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement • • •••••• • ••• Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-re,llords requlst, di notsend electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please coiMct SS ,•l.487.1395. 4LIsuantto Sectioi 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the rleiaitaisriwith an email iildress if they have • one. The emails provided may be used for official communication with the licensee. However email addresses are publicrecor . Ifr/ou do not wish to supply a persona • address, please provide the Department with an email address which can be made available to the public. To determine if you area licenses underChapter 455, G5,,• • • please click here . Product Approval Accepts: Credit Card Safe scCUritVMETRICs' • • • • • • • • •• • •• • • • • • • •• • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N9XSa44NAddIrK4EhWV4y%2bBgKNBgDgWEoA%3d%3d 2/2 ENGCO Inc. Engineering Services ENGCO, Inc. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH, FLORIDA 33089 Engcoinc.com PRODUCT EVALUATION REPORT RULE 6tG20.3 - EVALUATION REPORT FROM A PROFESSIONAL ENGINEER Report Number:17-707 1- Date: 2- Manufacturer. 3- Product Name: 4- Evaluation Entity: 10/31/2017 Borano Inc. 222 NE 27th Street Miami - Florida 33137 Borano SeriesOutswing Wood Doors Florida Professional Engineer Pedro Paulo M. De Figueiredo - PE 52609 1791 Blount Road 907 Pompano Beach - Florida - 33069 .... • .. . • .... . . . . • .... .... . • .... . .• .. . . .. ..• .. ... • • .. • . • • • . . • • .. • .. . . . . .. • 5- Statement of Compliance: This product evaluation report is being issued per Rule 61 G20-3 of the Florida Department of Business and Professional Regulation. The products covered by this report have proven to be in compliance with the Florida Building Code 2017, not limited to the following standards: TAS 201, TAS 202, TAS 203 and AF&PA NDS 2015. 6- Product Description: This product is a swing out type door designed, constructed and tested to provide protection from hurricane force winds and wind bome debris (Large & small missile) within the allowable designed pressures and limitations state in this approval. Specification, fabrication and installation are as per drawings 17-707 under the Florida Building Code 2017. 7- Technical Documentation: 7.1-Approval Document: Drawings number 17-707 prepared by Engco, Inc. on 10/31/2017 sheets 1 through 14 of 14, titled "Borano Series Outswing Wood Doors signed and sealed by Pedro De Figueiredo, PE. 7.2- Test Reports — TAS 202, TAS 201 (Large missile) and TAS 203 as per the Florida Building Code 2010 prepared by Hurricane Engineering & Testing Inc., reports # • • • 12-4075, 12-4076, 13-4003, 13-4004 12-4077,12-4078,13.4046, 13-4047, 13-4024, 13-4025 • 13-4017,13-4018. Signed and sealed by Rafael E. Droz Seda, PE 3922$' • .••. . .••. . ••.. . . • ▪ • • • . .••• • .••• 7.3- Calculations: •... • • • • • • ••• Original calculations and design for door anchorage and analysis of t¢5tttlts, • prepared by Engco, Inc. on 2/21/13 signed and sealed by Pedro De Figueiredo, PE. '• Revision 15-141 addendum to include new door type and update to td1t3 Elbrtj1a • • • Building Code 2014•• • • Revision 17-707 addendum to update to the Florida Building Code 2017 — 6th edition 7.4- Product sequential data: Revision on the existing. FBC 2010, FL 16326 product approval. Editorial changes to the existing FBC 2014 8-Limitation and Conditions of use: 8.1— Product to be manufactured, designed and installed as per drawing specifications 17-707, prepared by Engco, Inc dated on 10/31/2017 and signed and sealed by Pedro De Figueiredo, PE. 9- Additional Statements: None. DEC 0 4 2017 it/ CEN8 t/ •tk 4 • No. 52609 \ o :*i * *z -0..p \ STATE OF W d'S �►„/ONA „_,o Pedro De Figueiredo FI. P.E. License: 52609 System ID: 2504 • • • • • BORANO DOOR SERIES OUTSWING WOOD DOORS FLORIDA STATE APPROVAL CODE VERSION: FLORIDA BUILDING CODE 2017 - Gth EDITION APPROVED FOR USC INSIDE HVHZ AND OUTSIDE HVHZ CATEGORY: EXTERIOR DOORS -- SUBCATEGORY: SWINGING EXTERIOR DOOR ASSEMBLY IMPACT RESISTANT: LARGE MISSILE GENERAL NOTES: 1- coos THIS PRODUCT HAS BEEN TESTED UNDER PROTOCOLS TAS 201 , 202 AND 203 AND DESIGNED IN ACCORDANCE WITH THE FBC 2017 m+mmor INCLUDING THE MIGM VELOCITY HURRICANE ZONE (HVHZ). 2- DEFINITION: Th115 PRODUCT 5 AN EXTERIOR OUT SWING WOOD TYPE DOOR DESIGNED, CONSTRUCTED AND TESTED TO PROVIDE PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LARGE t SMALL MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 3- POSTING: PRODUCT SHALL BE LABELED A5 PER EEC SECTION 1703.5. THE PERMANENT LABEL, MARKING OR ETCHING SHALL PROVIDE TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 4- LOADS: DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10 AND PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES HERE IN SPECIFIED. THE DESIGN PRESSURES, AS DETERMINED FROM ASCE 7-10, ARE PERMITTED TO se MULTIPLIED BY 0.6 AS PER THE FLORIDA BUILDING CODE. 5- MATERIAL: 5.1- ALL WOOD TO BE WITH MINIMUM 0.55 SPECIFIC GRAVITY CORRECTED FOR 1 2% MOISTURE CONTENT PER NOS 0.58 RAW. DENSITY OF BUTCHER BLOCK CONSTRUCTION WITH VENEER 0.535 rycm ^ 3. 5.2- GLAZING: LAMINATED IMPACTED RATED A5 SPECIFIED IN THI5 APPROVAL 6- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE A5 SPECIFIED IN THE CURRENT SET OF DRAWINGS. 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT 15 TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT UMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. TABLE OF CONTENTS: SHEET DESCRIPTION I OF 14 GENERAL NOTES, TABLE OF CONTENTS, TESTED UNITS 2 OF 14 MODEL 1 ELEVATIONS 3 OF 1 4 MODEL 2 ELEVATIONS 4 OF 14 1W3DEL 3ELEVATIONS 5 OF 14 MOULL 4-ELEVATIONS 5. 1 OF 14 MODEL 6 ELEVATIONS G OF.14 MODELS I , 2. 3, 4 AND 6 SECTIONS 7 OF 14 -MODEL 3 AND 6 SECTIONS 8 OF 14 MODELS F. 2. 3 AND 4 GLAZING DETAILS AND BILL OF MATERIALS 8.1 OF 14 MODEL 6 GLAZING DETAILS AND BILL Of MATERIALS 9 OF 14 MODELS I. 2. 3. 4 AND 6 COMPONENT5 10 OF 14 MODEL 5 tLLVATIONS 1 1 OF 14 MODELS 5 SECTIONS, BILL OF MATERIALS AND COMPONENTS 1 2 OF 1 4 FRAMING ANCHORAGE 13 OF 14 QUALIFIED PANELS AND FRAMING CONFIGURATIONS 14 OF 14 SASH • FRAME ASSEMBLY MAX. ["--74P Fu 1 • ■ a MODEL 1 MAX. .rh50 FY� am• MODEL 4 TESTED UNITS MAX. FWD MODEL 2 MAX. 451 FY1 1 MODEL 5 hMAX. �J 74P FH -TOTAL FRAME HEIGHT. 160e- ce 1 1 1 1 MODEL 6 r,nNNNyp g,. DE ci(f" ��CEMBF 8 Q No. 52609 ST TE OF A 45 FY 74� FY D0[R1 I 1 SI�LTTE S�lTE 1 1 1 1 MEM MODEL 3 • • • • •• • • • • • •••• WIND STRUCTURAL: PD.. +65 PSP,-6j5p5P WIND CYCLIC: PD..+65 Mr, -6$ • • • IMPACT RATING: LARGE • SMALL Mi5E41$ • • OPERATING FORCE • • • • WATER RESISTANCE: ASTM E33 1 , Y1.251F• (15% OF +75 P5F) • • AIR INFILTRATION: ASTM E2p3 • FORCE ENTRY: ASTM F5 • • •• • • • • • WIND STRUCTURAL: PD- +65 " PSP, -65 ?SF WIND CYCLIC: PD= +65 P5F, -65 PSI' IMPACT RATING: LARGE 4 SMALL MISSILE 0 .e� oN ArI . •• PRODUCT POSITIVE PRESSURE TO BE LIMITED TO +60 P5F FOR IN5TALLATIONS WITHOUT AN OVERHANG MEETING THE OH ratio= OH length/ OH height DOOR COVERAGE 195E 201, stcrloN 1709-5.0 OPERATING FORCE WATER RESISTANCE: ASTM E33 1 9 PSF -- (I 5% OF +GO PSF) AIR INFILTRATION: ASTM E283 FORCE ENTRY: ASTM F588 t `31(Il G�i • .0- 4 ••• 1 W • •••0 • • • y • • 6� g• • • • • •• •��:•••• • • • • • •• • • • •• • . • • • • • • • • • • • • • PK owe 1Gtp. PC. 5CA12: NA DAT9: 10/31/2017 DRANIHG • I Or 14 • •• • 741� Fv 72i DO _- Ifs 11:! 1 IA tillr -.C.I,T (5) HINGES SPACED TIPP v iry ACTIVE EXTERIOR SIDE ELEVATION RECTANGULAR TYPE PAIR DOOR XX INACTIVE MODEL I RECTANGULAR SWING -OUT PAIR DOOR XX: (MAX. 74 I /2' X 121 9/ I G') SINGLE DOOR X: (MAX. 38 3/8' X 121 WI Gl PD= +65 PSF, -65 PSF OPERATING FORCE WATER RESISTANCE: ASTM E33 I , I 1.25 PSF (I5%OF +75 P5F) AIR INFILTRATION: ASTM E283 FORCE ENTRY: ASTM F588 H2 H2 142 H2 H2 MODEL 1 1 74i 1 1T1 1 1 '(U "" rI I f 1 1 1 1 1 1 1 ANCHORS SPACED 6 AT MAYTMIIM (2'nr i CLUSTER OF 5 ANCHORS AT 4'0C FRAME ANCHORAGE LAY -OUT SEE SHEET I2 FOR DETAILS CLUSTER OF 5 ANCHORS AT 4.0C �11 ( as 1 HILL I ANCHORS AT I7_ AuevNC (S•AF /1 ISEE SHEET 12 .TO SELECT ANCHOR OPTIONS LOCK HARDWARE: H3 BORN)° 4 POINT LOCK INSTALLED TO THE ACTIVE STILE V/ (9) 110X2 PER SHS AT AVG 9'OC H3 H3 H3 STRIKE PLATE SECURED TO INACTIVE STILE V/ (4) N10X3 PFH SNS STRIKE PLATE SECURED TO INACTIVE STILE V/ (3) N10X3 PFH SMS • • • • • DUMMY HANDLE • • • STRIKE PLATE S/CIR•D• • • TO INACTIVE STILE • V/ (4) Ni0X3 W.V. • • HARDWARE NOTES: 1- SURFACE BOLTS: (4) SURFACE BOLTS BY BORANO PART NH-3 WERE INSTALLED IN THE ACTIVE AND INACTIVE LEAVES AT TOP AND BOTTOM. THE BOTTOM SURFACE BOLTS WERE ATTACHED USING LOCK GUIDES FROM THE EDGE OF THE ASTRAGAL AT: 3 7/5', 5/8' AND 6 5/8' USING (2) AM, 112' 55 PM SMS PER LOCATION. THE TOP SURFACE BOLTS WERE ATTACHED USING LOCK GUIDES FROM THE TOP EDGE Of THE ASTRAGAL AT: 3 7/8', 5/8', 9' AND 18 1 /2' USING (2) 08 X I 1/2. 55 PFH SM5 PER LOCATION. A LOCK BAR REIN)'. GUIDE WAS INSTALLED USING (2) N 12)(3 55 PFH 5M5. 2- STRIKE PLATES: 2. 1- FRAME HEAD • SILL: A I 1/8X2X I I GA THICK 55 STRIKE PLATE WERE INSTALLED ON THE HEADER AND SILL USING (4) N 1213 55 PFH 5M5. THE STRIKE PLATES WERE FLUSH WITH THE SURFACE OF THE SILL AND HEADER. 2.2- INACTIVE SASH: (3) STRIKE PLATES WERE INSTALLED IN THE INACTIVE LEAF AT CORRESPONDING POSITIONS AND WERE ATTACHED USING (4,3,4) 9I OX3 55 PFH SM5 STARTING FROM BOTTOM OF THE LEAF 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAF. 4- ACTIVE DOOR LOCK: A (3) POINT WITH AN ADDITIONAL LATCHING PONT, 80RANO N HI WAS INSTALLED IN THE ACTIVE DOOR LEAP AT 42. FROM THE BOTTOM OF THE ACTIVE DOOR LEAF. THE LOCKING POINTS WERE AT 13.5, 40.5, 43.375, 68.75 FROM THE BOTTOM OF THE ACTIVE LEAF. THE LOCK WAS INSTALLED USING (9) N I OX2 55 PFH 5M5 AT 10' AND 9' OC AVERAGE FROM THE BOTTOM OF THE DOOR LEAP. 5. HINGES: (4) 4.5X4.5 SOLID BRASS HINGES BY BORANO PART# 11-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (2) # 12X3 / (2) N 12X 1 1/4 PPH 5M5 AND WERE ATTACHED TO THE DOOR LEAF USING (4) N 12X3 PPH 5M5. •••• • • •••• •••••• • • •• •• •••••• • • • • • • • • • • •• • 0 • • p •• i1 • N • • • • • • • • • 4,1 •Lys • ••4 •� • • '•©� • • Qw iLL� •U./S.4 • •yG • ••B•• •4 • • • • • •• • • 4 • • • N • • • • ) • • • •• • 1 • • • • • 1 • • • 1 • • • • • • 000000 • • • • • ••• • U t.I Ii>N of N92 CO "mil (5 N 4. PK DNAF(NG 4 MORE NC. SCALE NA DATE: 10/3 1/20 17 IRA..1NG r 17-707 SHEET 2 OF 14 EXTERIOR SIDE ELEVATION ARCHED TYPE PAIR DOOR XX MODEL 2 RECTANGULAR SWING -OUT PAIR DOORXX: (MAX. 74 1/2'X 122 3/4') SINGLE DOOR X: (MAX. 38 3/8' X 122 3/4') PD= +65 P5r, -65 P5F OPERATING FORCE WATER RESISTANCE: ASTM E331, 1 1 .25 P5F (I 5% OF +75 P5P) AIR INFILTRATION: ASTM E283 FORCE ENTRY: ASTM F588 MODEL 2 ANCHORS SPACED AT MAXIMUM 12'OC CLUSTER OF 5 ANC1CRS AT 4'OC 4 FRAME ANCHORAGE LAY -OUT 5EE SHEET 12 POR DETAILS CLUSTER Of 5 ANCHORS AT 4'OC 11 i 1 II II I71ANCHORS AT 'III a MAX. 12'OC 7 ISEE SHEET 12 TO SELECT ANCHOR OPTIONS LOCK HARDWARE: DORANO 4 POINT LOCK INSTALLED TO THE ACTIVE STILE V/ 113) 1110%2 PFH SMS AT AVG •'OC a r prrruNaarL 0 $. DE F/G, H4 V/ 1/2' DIAHX2'L0NG \GEN SHEAR PIN V/ 3/4' THRDV. r 4 GUIDESSHEA ROD. THE PLATI ( No. 5260 VERE GLUE AND ATTACHED V�/i * 1 (3) N12X3 SS PFH SMS AND N) N10X I I/2' SS PFH SIT ▪ STATE OF 7. ▪ A' OR\01'. ej, STRIKE PLATE SECURED TO INACTIVE STILE V/ CO 1110X2 PFH SMS STRIKE PLATE SECURED TO INACTIVE STILE V/ (4) N10X2 PFH SMS STRIKE PLATE SECURED TO INACTIVE STILE V/ <3) N10X2 PFH SMS • • • • • DUMMY HANDLE • • • STRIKE PLATE SE•1NE• • • • TO INACTIVE STILE • V/ <4) N10X3 PFy &Hi • . . • • • • • • • • • • •••••• H4 V/ 1/2' DIAMX2VING• • SHEAR PIN V/ 3/4' TRRQV. • • 1IGA SS RE1NF. PLAT 2/ A GUIDE SHEAR ROD. T PL*TC • • WERE GLUE AND ATT D WA• (3) 1112X3 SS PFH 0I' AND • (4) N10X 1 1/2' SS PFH SMS • • • • • •• . HARDWARE NOTES: I - FLUSH BOLTS: THE INACTIVE DOOR LEAF CONTAINED A CONCEALED FLUSH BOLT BORANO PART 0114 WITH I /2' OIAMX2' LONG SHEAR PIN WITH 3/4' THROW AT TOP AND BOTTOM. THE LOCK CONTAINED AN 1 I GA 55 REINFORCEMENT PLATE WITH A GUIDE SHEAR ROD AT TOP t BOTTOM. THE REINF. PLATE WERE GLUE USING ASHALAND 15OGRIP SP 3030 D AND WERE ATTACHED USING (3) • 12X3 55 PFH 5M5 FROM BOTTOM AND (4) 01 OX I I/2. 55 PFH 5M5 FROM INTERIOR EDGE. 2- STRIKE PLATES: 2.1- FRAME HEAD t SILL: a I X2X0.244 THICK 55 STRIKE PLATE WERE INSTALLED ON THE HEADER AND SILL USING (4) It I2X3 55 PFH 5M5. THE STRIKE PLATES WERE FLUSH WITH THE SURFACE OF THE SILL AND HEADER 2.2- INACTIVE 5A5H: (4) 0.8XG.9' LONG STRIKE PLATE WERE INSTALLED IN THE INACTIVE LEAP EACH USING (4) N 10X2 PFH 5M5. THE STRIKE PLATE WERE INSTALLED TO MATCH THE LOCK POINTS PROM THE BOTTOM OP THE LEAP. THE SECOND STRIKE PLATE HAS TWO CUT-OUTS 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAF. 4- ACTIVE DOOR LOCK: A (4) P01NT WITH AN ADDITIONAL LATCHING POINT, BORANO t HI A WAS INSTALLED IN THE ACTIVE DOOR LEAP AT 42' FROM THE BOTTOM OP THE ACTIVE DOOR LEAF. THE LOCKING POINTS WERE A5 INDICATED IN THE ILLUSTRATION ABOVE FROM THE BOTTOM OF THE ACTIVE LEAF. THE LOCK WAS INSTALLED USING (13) I10X2 55 PFH 5M5 AT 9 3/8' FROM THE BOTTOM OF THE DOOR AND 8' OC AVERAGE. 5- HINGES: (4) 4.5%4.5 SOLID BRASS HINGES BY BORANO PART/ H-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (4) Y) 2X3 PPH 5M5 AND WERE ATTACHED TO THE DOOR LEAP USING (4) / 1223 PPH SMS. • LLB • . U1 y • r N Z • • • • �y'' 3- • I ... • • • • •••••• • • • U) uJ • • • f • • • ••• • • • •• 1 •..... • • / K MMN M 0111466 CQ PK CRM1I04 XIC4S NG SCALE: NA DATE: 10/31/2017 DRAWING 17-707 SHEET 3 0P 14 45 FW SIDELITE 164a 748 FW DOOR 72i DO 45 FW SIDELITE IMP EXTERIOR SIDE ELEVATION RECTANGULAR PAIR DOOR O-XX-0 WITH SIDEUTES Oa 2 MODEL 3 RECTANGULAR SWING -OUT W/ 5IDELITE5 PAIR DOOR XX: (MAX. 74 5/8' X 122 I /2') SINGLE DOOR X: (MAX. 38 7/ 16' X 122 1 /2•) 51DELITE O: (MAX. 45` X 122 1 /2') PD= +65 PSF, -G5 PSF OPERATING FORCE WATER RESISTANCE: ASTM E33 1 , 1 1 .25 PSF (15% OF +75 P5F) AIR INFILTRATION: ASTM E283 FORCE ENTRY: ASTM F588 SASH CONSTRUCTION: MODEL 3 CLUSTER or 6 ANCHORS At 4" OC ANCHORS AT MAX. 12'DC U 1...1 •O U N CL L- Z CX ❑ X 2¢ uS Z a4E CLUSTER OF 6 ANCHORS AT 4'13C THE DOOR LEAF CORNERS AND INTERMEDIATE CONNECTIONS WERE RABBET SUIT JOINED USING MORTISE AND TENON CONNECTIONS. BOTTOM RAIL TO VERTICAL STILE: 6 3/4 X 3/4 X. 1 7/8' TENON INTO THE STILE TOP RAIL TO VERTICAL STILE: 4 1/4 X 3/4 X 1 7/8" LONG TENON INTO THE STILE INTERMEDIATE RAIL TO VERTICAL STILE: 4 1/4 X 3/4 X 17/8' LONG TENON INTO THE STILE INTERMEDIATE RAIL TO HORIZONTAL RAILS: 4 1/4 X 3/4 X 17/8' LONG TENON INTO RAILS THE ASTRAGAL WAS ATTACHED TO THE DOOR SASH USING (1 I) /8X 1 WOOD SCREWS AT I I.00. CLUSTER Er 5 ANCHORS AT 4' OC lY FRAME ANCHORAGE LAY -OUT SEE SHEET 12 FOR DETAILS CLUSTER OF 5 ANCHORS AT 4'OC IT I112 I II II ANCHORS AT MAX. 12'OC ONO WAD ISEE SHEET 12 TO SELECT ANCHOR OPTIONS] �DEw4/9 /f0 ' d§No. 5260 * tit7-6,75 = iae STATE OF �OR) " �Z boo U gg• O NWO 1 uW Yl6 uI • • • • • •• • 000000 • •••••• • • • • • • • • • • 000000 • • •• •• LOCK HARDWARE; SAME A5 SHEET 3 ••••• • • • • • • • • •• • • • • • • • • • • • (5) u-I Q • E •• • 32 • • 00000 • • • •••••• • • • / ••••1• • • •• I ••4 • • • • .- M •• 4 °L eta 62 • Np Mm O2W e LN4.1 { y •• oo •• HARDWARE NOTES: 1- FLUSH BOLTS: THE INACTIVE DOOR LEAr CONTAINED A CONCEALED PLUSH BOLT BORANO PART / 114 WITH 1/2' DIAM X2' LONG SHEAR PIN WITH 3(4• THROW AT TOP AND BOTTOM. INC LOCK CONTAINED AN I I GA 55 REINFORCEMENT PLATE WITH A GUIDE SHEAR ROD AT TOP $ BOTTOM. THE REINFORCING PLATE WERE ATTACHED USING (3) / 12)(3 55 PPH 5M5 FROM BOTTOM AND (4) / 10X 1 12. 55 PrH 5M5 FROM INTERIOR EDGE. THE FLUSH BOLTS WCRC 2 5/8• FROM THE VERTICAL END Or THE LOCK STILE. 2- STRIKE PLATES: 2. I - FRAME HEAD / SILL: A 1 1 /2X3X I /4 THICK STEEL STRIKE PLATES WERE INSTALLED ON ME HEADER AND SILL USING (4) / 1 2X3 PPH 5M5. THE STRIKE PLATES WERE FLUSH WITH THE SURFACE OF THE SILL AND HEADER. 2.2- INACTIVE SASH: (4) 0.8)16.9' LONG STRIKE PLATE WERE INSTALLED IN THE INACTIVE LEAF EACH USING (4) / 10)(2 PPH 5M5, EXCEPT 2ND FROM THE BOTTOM WRH (3) SCREWS SAME TYPE. THE STRIKE PLATE WERE INSTALLED TO MATCH THE LOCK POINTS FROM THE BOTTOM OF THE LEAF. THE SECOND STRIKE PLATE HAS T4) CUT-OUTS 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAF. 4- ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO • H 1 A WAS INSTALLED IN THE ACTIVE DOOR LEAF AT 42' FROM THE BOTTOM OF THE ACTIVE DOOR LEAP. THE LOCKING POINTS WERE AS INDICATED IN THE 1L.WSTRATION A5 PER SHEET 3 OF 14 FROM THE BOTTOM OF THE ACTIVE LOAF. THE LOCK WA5 INSTALLED USING ( 15) / 10)(2 55 PFH 5M5 AT 8 3/4" PROM THE BOTTOM or THE DOOR AND 7 7/8" OC AVERAGE. 5- HINGES: (5) 4.5)(4.5 SOLID 13RA55 HINGES BY DORANO PART/ H-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (4) / 12X3 PFH SMS AND WERE ATTACHED TO THE DOOR LEAF USING (4) / 12X3 FFH SMS. •• PK DRNrTIG • 1.01,2 NC • • • • • • • •••• • ••• • • ••• •••• SEAL[ NA DATE: 10/31 /2017 DRANRLG R 17-707 N-reeT 4 OF 14 •• • • ••• • 50FW 48 DO H2 H2� ❑ (WJ N 8 ❑ X UX 6Q —DOOR PANEL W TH DECORATIVE TRIANGULAR CUTS 1/4' DEEP X I/4' WIDE SPACED AT 7 1/2'0C MODEL 4 RECTANGULAR SWING -OUT 1 3/4") SINGLE DOOR X: (MAX. 50 1/2'X 122 1/21 PD= +65 PSF, -65 P5F OPERATING FORCE WATER RESISTANCE: ASTM E331 , 1 I .25 PSP (I 5% OF +75 FM') AIR INFILTRATION: ASTM E2B3 FORCE ENTRY: ASTM F588 MODEL 4 ANCHORS AT AVG. I2' 0C VACHETE MODEL 5000 5 POINT LOCK INSTALLED TO THE ACTIVE STILE V/ (13) 012%3 PPM SMS AT AVG 8 1/2'0C ANCHORS AT AVG. 12' 0C 'SEE SHEET 12 TO SELECT ANCHOR OPTIONS' LOCK HARDWARE: STRIKE PLATE SECURED TD JAMB V/ ( 47 410X2 PFH SKS STRIKE PLATE SECURED TO JAMB V/ (4) 1110%2 P1H SMS STRIKE PLATE SECURED TO JAMB V/ (3) •10%2 PPH SMS NNN* DEF4 %GEN8//��.p y@ No. 52609 �7 j, e * * * 3q STATE OF W 1 OR1 bg 1,4311,, 18QsQ 8 W 9 ❑ • • •••oIf}}}�'[[[j • • • u •••••• •• • • • • STRIKE PLATE SECURED • • • • • • • • • TO JAMB V/ • • • �• (4) 010%2 PTH SMS • g 5 • •• • • • • • a••• • OO u • ••••• • • • aL.a K6 • • • • • • OOOOOO • •4•••• cc') W HARDWARE NOTES: I - DOOR HANDLE: ACTIVATING THE LATCH WAS INSTALLED AT 42. PROM THE BOTTOM OF THE DOOR. 2- ACTIVE DOOR LOCK: A (5) POINT LOCKING MECHANISM WITH AN ADDITIONAL LATCH, • HI A - 5 POINT BY BORANO. WAS INSTALLED ON THE LEAP. EACH POINT LOCK PROTRUDED 13/ 1 G'. THE CORRESPONDING (5) G 7/8' XO.80 % O. 112' PAINTED STEEL STRIKES PLATES WITH 1.735(0.50' SLOT WERE ATTACHED TO THE DOORJAMB AS ILLUSTRATED ABOVE 3- HINGES: (5) 4.5%4.5 SOLID BRASS HINGES BY BORANO PART-OH-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (4) • 1 2%3 PPM 5M5 AND WERE ATTACHED TO THE DOOR LEAP USING (4) N 12%3 PM 5M5. OOOOOO • • •• •• •••••• • • • • • • • • • • • •••••• •••••• • • • • • • •• • •• • •••••• • ••• • •• •• r �nmN a� Ko° �N4) N a W N 2 -- A- •4 •Y� • ICI PK CRAfIVG N MOT NC SCALE: NA DATE: 10/31/2017 DRAWING ( 7-707 5HCCT • 5 Or 14 74i FW 664 DLO iI LL moo owc c') -, // 1 O ND LL N 2 (U o u G 4�1 yy `� =c A Mp0 0' N2� N2 • �� ^I VVVM II •��' I 1 ® yI/ INACTIVE ACTIVE H2 H2 H2 H2 N2 4 O(TERIOR 5IDE ELEVATION RECTANGULAR TYPE PNR DOOR W/ TRAASOM X%-O MODEL 6 RECTANGULAR W/ TRANSOM SWING -OUT PAIR DOOR XX-O: (MAX. 74 1/2" X I GO 3/8') SINGLE 000R X-0: (MAX. 38 3/8' X I GO 3/87 PD= +65 PSF, -65 PSF • PRODUCT POSITIVE PRESSURE TO BE UM(TED TO +GO P5F FOR IN5TAL ATION5 WITHOUT AN OVERHANG MEETING THE OH ratio® OH length/ OH height DOOR COVERAGE cr2C 2017 SUCTION 1709.5.11 OPERATING FORCE WATER RESISTANCE: ASTM E331 9 PSF - (I 5%OF +GO P5F) AIR INFILTRATION: A5TM E283 FORCE ENTRY: ASTM F588 MODEL 6 4 ANCHORS AT 13' 1/4-20X3 SS PFH MS V/ NUT SPACED AT 12 1/4'0C ANCHORS AT MAX. 12'0C 1a 00 U 03 0. TA Y IXY IX S Q LI 2X a¢ CLUSTER OF 3 ANCHORS AT 3'OC •• MC SECTION 24 11.3.3. I FOR EACH FIXED GLASS 51LL MITI WIDTH MORE TTUW 3 FEET TO HAVE TWO APPROVED NEOPRENE SETTING BLOCKS 70-90 51:10RE A DURDMETER HARDNE55 CLUSTER OF (4) ANCHORS AT 4'OC STRIKE PLATE SECURED TO INACTIVE STILE V/ (4) 1(2X1 1/2 PFH SAS DUMMY HAMILE STRIKE PLATE SECURED TO INACTIVE STILE V/ (4) 1112%1 1/2 PFH SAS H4 H4 LOCK HARDWARE: DURAND 4 POINT LUCK INSTALLED TO THE ACTIVE STILE V/ (13) •10%2 PFH Srs• •AT AVG 1.0C • • • •I • • • • ••••• • • • •• ••••• • • • • •'110• • • • • • • • • • • • • •• • HARDWARE NOTES: 1- rLUSH BOLTS: BORANO PART 11-4 INSTALLED IN THE INACTIVE LEAF 17 I/4' FROM THE TOP AND 19 I/2• FROM THE BOTTOM Or THE SASH. THE LOCK CONTAINED AN 1 1 GA 55 REINFORCEMENT PLATE WITH A GUIDE 9HEAR ROD AT TOP AND BOTTOM. THE REINr. PLATE WERE GLUED USING A5HL/ND ISOGRIP SP 30300 AND WERE ATTACHED USING (3) / 12X3 55 PM 5M5 PROM BOTTOM AND (4) 0 I0X 1 I 12' 55 PFH SM5 FROM ME INTERIOR EDGE. 2- STRIKE PLATES: 2. I - FRAME HEAD t SILL: A I X2X0.244 THICK 55 STRIKE PLATE WERE IN5TALIED ON THE HEADER AND SILL USING (4) II 2X3 55 PM 5M5. THE STRIKE PLATES WERE rLUsH WITH THE SURFACE OF THE 51LL AND HEADER 2.2- INACTIVE SASH: (4) 0.8%6.9' LONG STRIKE PLATE5 WERE INSTALLED IN THE INACTIVE LEAF USING (4) 01 2 X I I /2' PFH 5M5. 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAF. 4- ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDLTIONAL LATCHING POINT, BORANO I H 1 A WAS INSTALLED IN THE ACTIVE DOOR LEA? AT 42' FROM THE BOTTOM OF THE ACTIVE DOOR LEAF. THE LOCKING POINT5 WERE AT 12. 41 .5. 67 AND 92 PROM THE BOTTOM Of THE ACTIVE LEAF. THE LOCK WAS INSTALLED USING (13) I10X2 55 PrH 5M5 AT 9.375', 16.375, 25.25, 34.5, 46.375, 55.5. 64.5. 71.25. 78.75, 80.675, 90, 96.75, 105 FROM THE BOTTOM OF THE DOOR LEA". 5- HINGES: (5) 4.5%4.5 SOUD BRA55 HINGES BY BORANO PART/ H-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (4) t 12X3 PFH 5M5. • • •• • • • • • (r) W •c •) • iO • • • q • 3_ • • • • • • • •••• • •• • • •• • •• •( •11 •• ••••• • • • •••• •••• • a • • • • • • • •••• • • • •••• • PK C• PTIC.4 MORE NC. % t: NA DAM 10/31/2017 DRAWING • 17-707 SHt5T • • • • • 5.1 OF 14 VI SEE SHEET 12 FOR ANCHORAGE DETAILS 3 MODELS I , 2, 3, 4 AND 6 - SECTIONS 11 01 12 11 R12 1/1' SHIM IQ 1+ 9 7 D10 MAX. 1/4' SHIM tili IMF SEE SHEET 12 FOR ANCHORAGE DETAILS 1/221/8 TAPE V11362 BY TSG AND 995 SILICONE 16. 1 9 10x2 PFH SMS LOCATED 4 1/4' FROM ENDS AND EVERY 11'OC DOOR OPENING <DO> FRAME WIDTH (FY) ROUGH OPENING (60> SEE SHEET 12 FOR ANCHORAGE DETAILS SEE SHEET 12 FOR ANCHORAGE DETAILS W 13 R 12 13 S 12 „IIII+IAIb,I, �I.r'�, DE f/-+� CEN0e�_ • No. 52609 • STATE OF y� sAf OVAL **~r - " m 0.1. I a 1ot31 y$212,1) j § • • • • ••a•(fl • • • •• • • W • • • • • Ili • (J •••• • O • • • • Z Q`i ••••• ••• 01:� • 1 .1 • • • • • • •• •• • • • • • • • • • • •• • • •• • • • • • • • • • • • • . • • • B •• • •••••• • • •• I••• • • PK OR/MIBG I LW[ wG SGIIG NA DAT21 10/31/2017 DRAAING I 17-707 5(i2T G Of 14 MAx. 1/1' SHIN SEE SHEET 12 FOR ANCHORAGE DETAILS 1/2x1/• TAPE V21362 By TSG AND 995 SILICONE MODELS 3 AND 6 - SECTIONS 1/201/8 TAPE 22862 8V TSG 8 AND 995 SILICONE 3 9 9 18x2 1/2• PFH SMS SPACED AT 12 3/8.00 SPACED AT 12 3/9'OC 6822.1/2' PFH SKS SIDE LITE FRAME MOTH 4FV) SEE SHEET 10 FOR ANCHORAGE DETAILS 16. I 13 Olt It 3h 1/4-20x3 MIS V/ VASHER AND NUT AVERAGED SPACED AT 11. OC 16 • DOOR FRANC vIDTN (P6) •• FOC SECTION 241 1.3.3.1 FOR EACH PIXED GLASS SILL WITH WIDTH MORE THAN 3 FEET TO HAVE TWO APPROVED NEOPRENE SETTING BLOCKS 70-90 SHORE A DUROMETER HARDNESS 01022 PFH SNS LOCATED 4' FROM ENDS AND EVERT 10.0E THE SASH IS LAID INTO TIE FRAME USING D9L FACE $ILICOIE TAPE 1/4-20x3 SS PFH MS V/ NIT SPACED AT 12 I//•OC SEE SHEET 12 FOR ANCHORAGE DETAILS SEE SHEET 12 FOR ANCHERAGE DETAILS 1/231/8 TAPE V2862 1T TSG AND 995 SILIC@E 111132 I/2' PFH SMS SPACED AT 9'OC 5 DR 16 13 CO I2 13 DI 12 •••• • • . . ••••vJ • • • ``LL'' • • • • • • C • • az •• Li • �F � • V) •••• • V • • • • • ••• • • • •• •• • • • • • • • • 1 • • • • 1 • • • • • • • • • • • • • • • • • • • • 1 • • • • • •• • • •• • • 3 • • 11 • • 0 • • 6 • •• 1•• lE • • / • • • • 9822 1/2• PFH SMS SPACED AT 9'OC 4/264/8 TAPE V2662 8T TOG AND 995 SILICONE ty� 0 `0�N 7- M1�N asi 0 en it, e;en to N PK It:M/Gs%XxS/L 'CALL, NA DATE, 10/31/2017 DRAMNG 17-707 Solon • 7 OF 14 45 S5 MODELS I , 2, 3 AND 4 - BILL OF MATERIALS $ GLAZING DETAILS GLAZING DETAILS 3/16' ANNEAL GLASS 0 10 GLASSLAM SAFETY PLUS 1I INTERLAYER 3/16' ANNEAL GLASS 14 3,4,3,6,7 e GLASS GLAZ NG METHOD: GLASS AND GLAZING STOP WERE WET GLAZED USING DOW 995 SILICONE AND FURTHER ATTACHED USING #8X2 PFH SMS. WOOD PANEL GLAZING METHOD: PANEL AND GLAZING STOP WERE WET GLAZED USING DOW 995 51UCONE AND FURTHER ATTACHED USING #8X2 PFH 5M5. BILL OF MATERIALS: PART# DESCRIPTION MATERIAL 1 6 5/8 X 1 3/4 HEADER/ JAMB LAMINATED WOOD 2 6 5/8 X 1 3/4 5111 SOUD WOOD 3 7 X 2 1/4 HINGE STILE BUTCHED BLOCK W/ VENEER 4 7 X 2 1/4 LOCK STILL BUTCHED BLOCK W/ VENEER 5 7 X 2 1/4 TOP RAIL BUTCHED BLOCK W/ VENEER 6 9 3/8 X 2 1/4 BOTTOM RAIL BUTCHED BLOCK W/ VENEER 7 7 X 2 1/4 INTERMEDIATE RAIL BUTCHED BLOCK W/ VENEER 8 3/4 X 3/16 INSIDE MOULDING SOLID WOOD 9 1 1/4 X 1 1/8 GLAZING STOP SOLID WOOD 10 1 1/2 X 5/8 INACTIVE ASTRAGAL SOLID WOOD II 1 3/4 X 1 1/4 ACTIVE ASTRAGAL LAMINATED WOOD 12 2 1/4' LAMINATED WO PANEL LAMINATED WOOD 13 1/2" IMPACT GLASS LAMINATED ANNEAL GLASS 14 DOW CORNING 995 STRUCTURAL SILICONE 15 1.22X.51 WEAR STRIP ALUMINUM 16 I 1/2 X 3/4 DRIP CAP SOUD WOOD 16.1 2.3X3 TRANSOM SASH BUTCHED BLOCK W/ VENEER ASSEMBLY SCREWS 6 NAILS: PART# DESCRIPTION MATERIAL 5 1 # 10 X 3' PFH 5M5 ZINC PLATED STEEL 52 #6 X I 1/4' PPH 5M5 ZINC PLATED STEEL 53 18 GA Xi" BRAD NAIL GALVANIZED STEEL 54 #6 X 1 Ur PFH 5M5 ZINC PLATED STEEL 55 #8 X 2' PFH 5M5 ZINC PLATED STEEL 56 # 12 X 1 I /4" PM SMS ZINC ELATED STEEL 57 # 12 X 3" PFH SMS ZINC PLATED STEEL 58 #8 X I 1/2' PFH 5M5 ZINC PLATED STEEL 59 # I 0 X 2' PFH 5M5 ZINC PLATED STEEL DOOR HARDWARE: PART# DESCRIPTION MATERIAL H 1 BORANO 4 POINT LOCK STEEL H2 4.5X4.5 BORANO HINGES SOUD BRASS 113 BORANO SURFACE BOLTS STEEL H4 I I/8"X2'X I 1 GA STRIKE PLATE STAINLESS STEEL DOOR WEATHER STRIPPING: PARTY DESCRIPTION MATERIAL W I OEBD 650 KERF BY SCHIPGEL W2 BULB VINYL NEOPRENE W3 0E2D 320 FLAT BY SCHLEGEL g;4 k No.52609 * * *r STATE OF AV y1 r 'O [,R' " •$ AL t4:09*- mS‘,26z •• 1• • • • ••••t-r • • • •• • • • 1 • • 1 •• W • 1 • • • • • • • • 4 • • • • 0 • • • •• ▪ •� •••• •• • • • • •• • • • • • • • • • • •• • •• DJ3d • • •• • • • • • • • •• •• lo • • • • •• • PK DOMING. MGM NC. SCALE: NA DATE, 10/31/2017 DRI.WNG 17-707 x¢[r 8OF 14 • GLAZING DETAILS 3/16' ANNEAL GLASS 0. 12 GLASSLAN SAFETY PLUS II INTERLAYER 3/16' ANNEAL GLASS 14 (6 • S5/S9 GLASS GLAZ NG METHOD: GLASS AND GLAZING STOP WERE WET GLAZED USING DOW 995 SILICONE AND FURTHER ATTACHED USING 08X2 PFH SMS. WOOD PANEL GLAZING METHOD: PANEL AND GLAZING STOP WERE WET GLAZED USING DOW 995 SILCONE AND FURTHER ATTACHED USING Y8X2 PFH SMS. MODELS 6 — BILL OF MATERIALS GLAZING DETAILS IIAx. GLASS 60 DLO n0x2 PFHSNS SPACED AT 10'DC TRANSOM GLAZING NAX. GLASS 2li DLO —1- 45 4 5 DOOR GLAZING PANEL 7 DLO (2) •1032 PFHSNS (2) RIM PFHSNS (6 TOTAL) • 10X2 PFIISNS BILL OF MATERIALS: PART# DESCRIPTION MATERIAL I 6 5/8 X 13/4 HEADER/ JAMB LAMINATED WOOD 2 6 5/8 X 13/4 SILL SOLID WOOD 3 7 X 2 1/4 HINGE STILE BUTCHED BLOCK W/ VENEER 4 7 X 2 1/4 LOCK STILE BUTCHED BLOCK W/ VENEER 5 7 X 2 1/4 TOP RAIL BUTCHED BLOCK W/ VENEER 6 9 3/8 X 2 1/4 BOTTOM RAIL BUTCHED BLOCK W/ VENEER 7 7 X 2 1/4 INTERMEDIATE RAIL BUTCHED BLOCK W/ VENEER 8 3/4 X 3/16 INSIDE MOULDING SOLID WOOD 9 I 1/4 X 1 (/8 GLAZING STOP SOLID WOOD 10 I 1/2 X 5/8 INACTIVE ASTRAGAL SOLID WOOD 1 1 1 3/4 X I 1/4 ACTIVE ASTRAGAL LAMINATED WOOD 12 2 1/4' LAMINATED WO PANEL LAMINATED WOOD 13 1/2' IMPACT GLASS LAMINATED ANNEAL GLASS 14 DOW CORNING 995 STRUCTURAL SILICONE 15 I .22X.51 WEAR STRIP ALUMINUM 16 I 1/2 X 3/4 DRIP CAP SOLID WOOD 16.1 2.3)(3 TRANSOM 5A511 BUTCHED BLOCK W/ VENEER ASSEMBLY SCREWS 4 NAILS: PARTY DESCRIPTION MATERIAL 51 #10 X 3' PFH SM5 ZINC PLATED STEEL 52 Y6 X 1 I/4' PFH 5M5 ZINC PLATED STEEL 53 18 GA XI' BRAD NAIL GALVANIZED STEEL 54 #6 X I 1/2' PFH 5M5 ZINC PLATED STEEL 55 08 X 2' PFH SMS ZINC PLATED STEEL 56 012 X 1 I/4' PFH SMS ZINC PLATED STEEL 57 Y 1 2 X 3' PPH 5M5 ZINC PLATED STEEL 58 Y8 X 1 1/2' PfH 5M5 ZINC PLATED STEEL 59 WI 0 X 2' PFH SMS ZINC PLATED STEEL DOOR HARDWARE: PARTY DESCRIPTION MATERIAL N I BORANO 4 POINT LOCK STEEL )12 4.5X4.5 BORANO HINGES SOLID BRASS H3 BORANO SURFACE BOLTS STEEL H4 1 I/8'X2'XII GA STRIKE PLATE STAINLESS STEEL DOOR WEATHER STRIPPING: PART# DESCRIPTION MATERIAL W I OEBD 650 KERF BY SCHLEGEL W2 BULB VINYL NEOPRENE W3 OEZD 320 FLAT BY SCHLEGEL I* ••M••HAM, ,DEF \celt No. 5260 STATE OF ORL1, NAL 3l' (1 •• •• • e • • • IL.I • •• • • • 1. •• LL♦L • ••••• • • '4y • • •••f • 6 • I•••• • • �(ni • • • • • • • •• 1-.�30 LTA i • • OPE ., •1 • • • • u • • • • • • • • • • •• • • 32 •1 • • • • • • • • • • • • • • • • • • •••••• •• • • • • • •• • PK DRAFTING / MORE •C. 5CAIL: NA DATE/ 10/31/2017 DRAAN4G • 17-707 8.1 OF 14 • 619, I - HEADER / JAMB LAMINATED MAHOGANY WOOD OR SOLID MAHOGANY WOOD 611 IB� x. i_r 2- SILL SOLID MAHOGANY WOOD 7 J j T T T r I i 1 i I i I 3- DOOR HINGE STILE BUTCHER BLOCK MAHOGANY WOOD fl MODELS I , 2, 3, 4 AND 6 - COMPONENTS Q SO d �� 2A- ALUMINUM WEAR STRIP SECURED TO 91u MN ea 11M rnw.f SPACED AT 1 1 •CC T T T r I I 1 I I I I 1 L 1 L 7 T r T r I 1 I I 1 1 -L 1 L 5- DOOR TOP RAIL BUTCHER BLOCK MAHOGANY WOOD LAMINATED MAHOGANY FOR ARCHED UNITS 7 1 T T ---T' 1 1 I L 1 L 1 7- DOOR INTERMEDIATE RAIL BUTCHER BLOCK MAHOGANY WOOD 7 N"•NN•N•- 49 „GENB� 4 B 1 No. 52609 ' • STATE OF 1 0 AL �Mc MNN 1 G- TRANSOM SASH BUTCHER BLOCK MAHOGANY WOOD I G- DOOR BOTTOM RAIL DRIP CAP SOLID MAHOGANY WOOD INSTALLED ATTM .c XI I2 PMSMS AT 9 IPr OC D 8- DOOR INTERIOR DECORATIVE MOULDING SOLID MAHOGANY WOOD 1 1 T r T r i I i I I I I I I I 1 1 G- R L 4- DOOR MEETING STILE BUTC OBOTTOM R BLOCK MAHOGANY WOOD BUTCHER BLOCK MAHOGANY WOOD 1 e\ 1dal31I1? m • • • • • �(� • • ••••�! • • • 111..JJ •• • • •— ••• • __43•• . ,.e • 1 «,•• J •••.• I-i- • Iit_ • • • • • 9- DOOR GLA2ING,VOP • SOLID MAMOGA1 Y*''OOP • •• • 10- INACTIVE LEAF ASTRAGAL SOLID MAHOGANY WOOD f 17 11- ACTIVE LEAF ASTRAGAL LAMINATED MAHOGANY WOOD •• •• • .•• • •• • • ,•••• 'S • • as • ,k•••• • • ?e •r••• • • • • •••• •• • .• • •� •••• • • •11•••• •• • • • • • • •• • PK DR05G ♦AICRE INC. SCALP NA DATE: 10/31/2017 DRAWING • 17-707 WET 9 0P 14 (6> 5/8 DIAMX33 3/4' STEEL REINF. ROD INSIDE PANEL SPACED AT MXIMU( 17'OC L. Myr (7m 0 EXTERIOR SIDE ELEVATION RECTANGULAR TYPE SINGLE DOOR X BUTCHER BLOCK ONE 5LAB CONSTRUCTION 45i MODEL 5 rXv (U rsAMEANCHORAGE LAY -OUT NCO >0 .� LJ L.) RI 0- N Vl X 0 X OWED r HIED II I I I �- 4'� 1 I ANCMI]RS AT I I _' "'iii fff MAX. 12' OC"'lll II" [SEE SHEEt t2 TO SELECT ANCHOR OPT IONSI MODEL 4 RECTANGULAR BUTCHER BLOCK SLAB SWING -OUT SINGLE DOOR X: (MAX. 45 1 /2' X 121 3/4') PD= +65 PSF, -65 PSF OPERATING FORCE WATER RESISTANCE: ASTM E331, I 1 .25 P5F (I 5% OF +75 PSF) AIR INFILTRATION: ASTM E283 FORCE ENTRY: A5TM F588 4 POINT LOCK MODEL 5000 BY VAC1£TTE INSTALLED TO THE ACTIVE LEAF. THE MAIN LOCK WAS LOCATED AT 37 7/111' FROM THE BOTTOM. LOCK WAS SECURED BY (15) 4.6X2 PFM SMS SPACED AT B'OC AVERAGE . Al gal A2 A3 A4 ALTERNATE DOOR PANELS NOTES: I- ILLU5TRATED ABOVE 15 JUST FOR. A PEW VARIATIONS OF MANY POSSIBLE COMBINATIONS. 2- COMBINATIONS Or ALTERNATE DOOR PANELS ARE ACCEPTABLE ir DESIGN ARE MADE WITH SURFACE APPLIED MOWING OVER THE MAIN 2-1/4' BUTCHER BLOCK SLAB OR VENEER GROOVING. STRIKE PLATE SECURED TO JAMB V/ (4) .1002 PFH SMS STRIKE PLATE SECURED TO JAMB V/ 147 410X2 PFH SMS STRIKE PLATE SECURED TO JAMB V/ ( 3) R 1002 PFN SMS • • • • • •• • STRIKE PLATE • • SECURED TO JAMB II/ • • • • <4) .10X2 PFM SMS •••• • • • • • • OOOOOO • • •• •• • • • HARDWARE NOTES: • • • • - DOOR LOCK: A (4) POINT LOCKING MECHANISM MODEL 5000 BY VACHE7•E, WA= • INSTALLED ON THE LEAP. EACH POINT LOCK PROTRUDED 13/16' AND WERE• • • LOCATED A5 PER ILLU5TRATION ABOVE. THE MAIN LATCH WA5 LOCATED AT 37 7/8' rROM THE BOTTOM or THE LEAP. THE POUR POINT LOCK ASSEMBLY WA5 ATTACHED TO TEH LEAP USING (I 5) /6X2 PFH5M5 1 I /2' PROM THE BOTTOM AND 7 5/6' OC AVERAGE. 2- STRIKE PLATES: THE STRIKE PLATES WERE INSTALLED AT THE LOCATIONS CORRESPONDING TO THE LOCK POINTS. EACH STRIKE PLATE WA5 ATTACHED TO THE FRAME JAMB USING (4) M I OX 2' Prl15M5 EXCEPT THE STRIKE PLATE CORRESPONDING TO THE LATCH LOCK OR 2ND P01NT PROM THE BOTTOM WHICH ONLY U5ED (3) / 10X2' P4H5M5 3- HINGES: (4) PIVOTA DX 300 3.0 CP 543E HINGE-5 BY BA5Y5 WERE ATTACHED TO THE DOOR LEAP A5 PER ELEVATION. THE HINGES WERE SECURED TO THE DOOR JAMBS WITH (4) SCREWS ((2) B 12X 1 1 /2' PFH5M5 AND (2) 1 M X 3 1/4') AND SECURED TO THE LEAF WITH (4) 1/4X2 1/2' PFH5M5. 4. REINFORCEMENT: (6) 5/8' DIAMETER X 33 3/4' LONG STOOL RODS LOCATED A5 PER ELEVATION INSTALLED IN THE BUTCHER BLOCK CONSTRUCTED AREA. N,q...n•Mw DE F/A N./ th No.52609 STATE OF ON* ty 8 OR1� % L v *' �e�3tlt� ••••W • • •• •w • ••() • • • •• • QH • [,0 • • • OC • co 1 • 00000000 oo • • • • •••••• • • • • •••••• • •• • • • B •• • •• •••••• • • • • •r••• • • •••••• • • PK PM11OI 4.ICP1 MC 5CALC NA DATE 10/31/2017 DRAWING 17-707 5HKT loot 14 P 61 MODEL 5 - SECTIONS, BILL OF MATERIALS AND COMPONENTS I - HEADER / JAMB LAMINATED MAHOGANY WOOD 61 ,1, .Rr -r 2- SILL 50UD MAHOGANY WOOD 12.1- DOOR PANEL W/OUT RAILS/ STILES WOOD PANEL CONTRUCTION CENTER 1 3/8' BUTCHED BLOCK EXTERIOR/ INTERIOR MAHOGANY VENEER 1 BILL or MATERIALS: PART# DESCRIPTION MATERIAL 1 6 5/8 X 13/4 HEADER/ JAMB LAMINATED WOOD 2 6 5/8 X 1 3/4 SILL SOLID WOOD 12.1 2 1/4' BUTCHER BLOCK PANEL BUTCHER BLOCK WOOD 15 1.22 X .51 WEAR STRIP ALUMINUM ASSEMBLY SCREWS t NAILS: PART# DESCRIPTION MATERIAL 51 #I 0 X 3' PPH SMS ZINC PLATED STEEL 59 # 10 X 2' PM SMS ZINC PLATED STEEL 510 # 12 X 1 I /2' PPH SM5 ZINC PLATED STEEL 51 I I/4' X 3 1/4' PFH SM5 ZINC PLATED STEEL 512 1/4' X 2 1 /2' PPH SMS ZINC PLATED STEEL 513 #6 X 2' PM 5M5 ZINC PLATED STEEL DOOR HARDWARE: PART# DESCRIPTION MATERIAL HI I MODEL 5000 BY VACHETTE STEEL H21 PIVOTA DX 300 3-D CP HINGES BY BASYS DOOR WEATHER STRIPPING: PART# DESCRIPTION MATERIAL WI 0E50 650 KERP BY SCHLEGEL W3 DUD 320 PLAT BY SCHLEGEL TYPICAL HORIZONTAL 1/8'X3/16' GROOVE (6) 5/8 DIAN X 33 3/4' STEEL REINFORCEMENT ROD INSIDE PANEL STARTING AT 17. FROM THE BOTTOM AND SPACED AT MAXIMUM 1713C MAX. 1/4' SHIM V3 1421 SEE SHEET 12 FOR ANCHORAGE DETAILS DOOR OPENING (m) FRAME WIDTH UV) ROUGH OPENING (RO) SEE SHEET 12 FOR ANCHORAGE DETAILS wopuu•w•• �,,.•O,„ DE f/* �( No. 526091Fi�*1E e * TATE )F W SEE SHEET 12 fOR ANCHORAGE DETAILS • • • • • •• • • • Il-Jf }{f • • 8a ••1••• • • • • • • • • - • • • • • • •• •• • • • • • • SEE SHEET 12 FOR ANCHORAGEODETAILS• • • • • • NAY._ 1/A SHIM • • • • • • • • • 1 •(f) • • • Li • •• N� _ •• 1••• Sig•• /•• • 80 •• •L'(f] 5 • • • •• • • • • •• • •• • • • • a) N � N i PK GRATC/ ACRE IC. SCALD. NA DATE: 10/31/2017 DRANNG • 17-707 Yg0T • II OP 14 MODELS I , 2, 3, 4, 5 AND G - FRAMING ANCHORAGE FRAMING ANCHORAGE DETAILS MAX.1�FRAME I/4' MAX FRAME WIDTH 1/4' M% I•`FRAME VI DTH I/4' max. VI DTH (FW) !/4• I CFW) I_FRAME WIDTH C FV) }� • (FW) Amy.\ 1! i II 1. III 11 lit . ..1 1./I: RN ' Y-N • • . • N III I• M 4.. Wo. , �, N . � ,{' E.� W IV . Y^N EXTERIOR 2% BUCK FULL BEARING BY OTHERS ,A+ii," EXTERIOR EXISTING STRUCTURE EXTERIOR MIN. 1/8' THICK EXTERIOR ---I IIN/%' ZA A . a. EXISTING STRUCTURES OPTION 1 PRAMS MOUNTED DIRECTLY INTO SUBSTRATE WITH MAXIMUM 1/4' SHIM AND 1/4' ULTRACONS BY ELCO M1TH 1 3/4. MIN. EMBEDMENT INTO GROUT FILLED MASONRY (JAMBS) OR INTO 3000 P53 CONCRETE (REFER TO ELEVATIONS FOR ANCHORS QTY. AND LAY -OUT) OPTION 2 FRAM[ MOUNTED WITH MAXIMUM 114. SHIM AND MAXIMUM I X PT CONTINUOUS W000 SPACER SECURED BY I/4• ULTRACONS BY ELCO WITH 1 3/4' MIN. EMBEDMENT INTO GROUT FILLED MASONRY (JAMBS) OR INTO 3000 P51 CONCRETE. FOR INSTALLATION INTO METAL STRUCTURES USE 1/4-20 HH WGRAD[ 5 505 (REFER TO ELEVATIONS FOR ANCHORS OTY. AND LAY -OUT) I X BUCK TO BE PROPERLY DESIGNED BY OTHERS. OPTION 3 FRAME MOUNTED DIRECTLY INTO 2X PT WOOD BUCK (5G>0.55) W/ MAX. I /4' SHIM AND SECURED BY a 14 55 WOOD SCREWS OR I/4' ULTRACONS WITH 13I8' MIN. EMBEDMENT. (REFER TO ELEVATIONS FOR ANCHORS QTY. AND LAY OUT) 2X SUCK TO BE PROPERLY DESIGNED BY OTHERS OPTION 4 FRAME MOUNTED DIRECTLY INTO METAL STRUCTURES W/ MAX. I/4• SHIM. 1/4•-20 PPH SDS GR 5 INTO MIN. I/8' A36 STEEL OR 6063-T6 ALUMINUM. (REFER TO ELEVATIONS FOR ANCHORS ON. AND LAY -OUT) ALTERNATE ANCHORAGE LOCATION AU. ABOVE OPTIONS CAN BE INSTALLED WITH ANCHORS LOCATED BELOW THE WEATHER STRIPPING A5 SHOWN BELOW EXTERIOR I/A' MAX. EXISTING STRUCTURE •• /01'� ....DE F/�� \CE� 8F • • • •• • • • • • • • • • • • • • •• •• •••• • rLc-) • • • • w • • • • r I1J to • •• r (5.) • 0 • •••r•• • r Zg• • • • • ▪ • • O/ • • 1 • • • (]m 1: • 1•• • • 1 • • • • • • • • • • • 1 • • • • • • • • • • 1 • • •• • • • • • •• • • • • •• • PK DRMIG • Wit IC. SCALE NA DATE: 10/31/2017 DRAWING • 17-707 9nER 120E 14 \ / RECTANGULAR )D( 74X122 RECTANGULAR X 38X122 /2 ARCHED X 38)(122 ARCHED XX 74X122 / / / \ \ / Cs. \ / \ / / // \ / U RECTANGULAR PAIR O-XX-0 - 154X 122 SINGLE O-X-0 - 118X 122 QUALIFIED FRAME AND PANELS CONFIGURATIONS 1 2 ELLIPTICAL X 38X122 ELLIPTICAL XX 74X122 ELLIPTICAL X 38X122 ARCHED OR ELLIPTICAL O-XX-0 PAIR O4X-0 - 154X 122 SINGLE O-X-0 - 118X 1 22 MAX PANEL 34 DLO EO+EO-4/- ARCHED X 38X122 RECTANGULAR W/ TRANSOM PAIR XX-0 -74 1 /2 X I GO 3/8 SINGLE X-0 -38 3/8X I GO 3/8 Al 00 00 EffI •••/ • • • • • • • 4 1••U ••• • • •• •• • • •/.W • • • •- • •• •L . ••/ ••• • • • ••4 • • • .••• • •O • rT • • • • • •f•• •• , �z2Iu••4 •• G�<LL 1 • aZ :�.f1 •• • • •.•.w I; • • • • • 0u 5s• • 1 • • • • ZIfl 52 • • A2 0 • s AA33 El a • A4 • • •• • • • • • • • • • • • PK A5 A6 A7 A8 oornG. mon'INC. SOL ID SCALE: ALTERNATE DOOR PANELS SLAB NA NOTES: DATE: I - THESE ARE JUST FOR A PEW VARIATIONS OF MANY POSSIBLE 1 O/3 1 /201 7 COMBINATIONS. DRA,ING' 2- COMBINATIONS OF ALTERNATE DOOR PANELS ARE ACCEPTABLE IF 17 707 GLASS DLO AREA AND DLO WOOD PANEL AREA NOT TO EXCEED ThE SIZES LISTED ABOVE: DOM 130F 14 • TOP RAIL MIDDLE RAIL BOTTOM RAIL VERTICAL STILES SASH CONSTRUCTION: DOOR SASH AND FRAME ASSEMBLY HEADER SEALANT: EXTERIOR PERIMETER WAS CAULKED WITH SIKAPLEX- I A SIUCONE SEALANT. THE BORANO GLUE PART SM3 WAS USED TO GLUE THE MORTISE AND TENON JOINT. ASTRAGAL AND OTHER JOINTS A5 WELL AS BUTCHER BLOCK CONSTRUCTION THE TOP, BOTTOM AND INTERIOR RAILS WERE RABBET AND BUTT JOINED WITH A 5 X 0.70X2' LONG MORTISE AND (5' - 8 1 /21X 3/4 X (2'-2 7/8") LONG TENON TO THE HINGE AND LOCK STILES USING GLUE. THE ASTRAGAL FOR INACTIVE LEAF WA5 FIRST NAILED USING 18GA XI BRAD NAILS AND GLUE FURTHER SECURED TO THE LOCK STILE USING (9) 06X 1 1/2 PFH 5M5 AT 13 I /2"OC IN THE FIEL). THE ASTRAGAL FOR ACTIVE LEAF WAS fiRST NAILED USING I8GAX 1' BRAD NAILS AND GLUE FURTHER 5ECURED TO THE LOCK STILE USING (10) 08X2' PFH SMS AT 12'0C IN THE FIELD. A DECORATIVE MOLDING WAS ATTACHED AROUND THE INTERIOR GLAZING AREAS USING I8GAX1 BRAD NAILS. THE RECESSES WERE MADE TO ACCEPT WEATHER STRIP AS DESCRIBED LATER IN THE REPORT. SILL <3) It10X3' f PFH SMS FRAME CONSTRUCTION: JAMBS SILICONE AT ALL JOINTS ��IIINIMIIy DE f/j.. �CEMdl�� /o Q.No.52609 t § * * 0,eST TE O • 9 ,�� S rGo ALIT^' N ,$oo totim I dOoWq • • • • ••••� • • . •• • • • ••G•'>r1I •• e/ • 1L1 • N • • • .... b �� • • • • • • N •••• •• •QCg'f • • •••• g • op i • • • ilfl 5l- •• •• <3) (I1S 3•••• PFH SM: • • • • • • • • • • • • • • • • • •• • THE JAMBS WERE RABBET AND BUTT JOINED WITH 511.1. AND HEADER USING (3) S I OX3' PFHSMS IN EACH CORNER AND SEALED USING SILICONE THE JAMBS, HEADER AND SILL HAD A NOTCH CUT-OUT TO ALLOW THE PLACEMENT OF THE WEATHERSTRIPPING. AN ALUMINUM BAR WAS ATTACHED TO THE SILL TOWARD THE EXTERIOR EDGE A5 WEAR STRIP AND ATTACHED BY USING OGX 1 1 /4" 55 PFHSMS AT 6 1 /4" OC •• • • • • •• • • • • U • PROVZ U N 9 2174 LjO =�NiO fWNs�� PK DRIIIbG I MOM MC 9CAtf: NA DAM 10/31/2017 •