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WS-18-2501Location Address Permit mJ.: WS -09-18-2501 Miami Shores Village - Permit Type: Windows/Shutters 10050 NE 2 Ave Miami Shores FL 33138VYOrrk ClassifYcation: Window/Door Replacement 305-795-2204 Permit status: Approved Issue Date: 10/17/2028 Expiration: 03/27/2019 325 NE 104 ST, Miami Shores, FL 33138 Contacts Parcel Number Project 1121360130100 <NONE> LUIS & CARRIE REYNOSO Owner LUIS & CARRIE REYNOSO Applicant 325 NE 104 ST, MIAMI SHORES, FL 331382017 325 NE 104 ST, MIAMI SHORES, FL 331382017 PISTOS GROUP INCORPORATED Contractor LOREN ALEXANDER FRAUTE 2045 CORAL RIDGE DR 5307, CORAL SPRINGS, FL 33071 Business: 3054676715 Description: INSTALLING 6 IMPACT WINDOWS + 2 IMPACT Valuation: $ 7,500.00 Inspection Requests: 305-762-4949 SLIDING GLASS DOORS,2 IMPACT FRENCH DOOR Total Sq Feet: 921.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $3.00 DCA Fee $2.00 Education Surcharge $1.60 Scanning Fee $9.00 Technology Fee $5.00 Windows/Shutters Fee $150.00 Total: $225.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $225.40 Credit Card 10/17/2018 $225.40 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating c struction z7ng. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 17, 2018 Page 2 of 2 Miami Shores Village Ifs Building Department 10050 NE 2 Ave .'ti= Miami Shores FL 33138 �OR10 Permit nlo. 1N'$ '00-18=2v0'1 Type: Windowe/shutteris D Workclass: Window/Door Replacement Issue Date: 10/17/2018 Expires: 03/27/2019 INSPECTION REQUESTS: (305)762-4949 or log on at https:Hbldg.msvfl.gov/energov_prod/selfservice SITE ON S Requests must be received by 3:30pm POST S WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM 1121360130100 SATURDAY 8:00AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY . NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUiLDING-OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OFANY MATERIAL REQUIRED TO ALLOW INSPECTION�6-:�'�ZZG C r 7 Owner's Name: LUIS & CARRIE REYNOSO Owner's Phone: Job Address: 325 NE 104 ST Total Square Feet: 921 Miami Shores , FL 33138 notal Job Valuation: $ 7,500.00 Contractor(s) Phone Address PISTOS GROUP INCORPONATED (305)467-6715 2045 CORAL RIDGE DR S307, CORAL SPRINGS, FL 3307 Description: INSTALLING 6 1t2.IMP) r�-V.n LID.ING'GLASS DOORS, 2 IMPACT FRENCH DOOR ti It r �, Wffi 4 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Page 1 of 1 INSPECTION RECORD IISTRUCTURAL INSPECTION DATE INSP Foundation Stemwal I Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing - f Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS :DOORS INSPECTION TE I IN51) Attachment . f7 WORKSPUBLIC INSPECTION DATE INSP Excavation ELECTRICAL INSPECTION - DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final • PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS Miami Shores Village RECEIVED Building Department DEC 10 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Q / Tel: (305) 795-2204 Fax: (305) 756-8972 Il INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201�i BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [--]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS )6ANGE OF ❑ CANCELLATION ❑ SHOP ((CONTRACTOR DRAWINGS JOB ADDRESS: 3 � � N � /v ll � �� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FF�Ej: OWNER: Name (Fee Simple Titleholdeer) /'0jr F 14'd �.� v 'h/yj Phone#: 3ojr��4 210 ( ' Address: 3-ZJ N r" % ® (J 7,,,fif r City: /Yx-a'YI.GI � �'�'y State: /fL zip: J-V_Td Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: [ 0 W nW 1 — Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: �,, 1 City: State: _ Value of Work for this Permit: $ . yl/ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑. /N,ew- Repair/Replace Description of Work:/ Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City - State Zip Zip Application {is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign / OW R or ENT The foregoing instrume cknowledged before me this 2 day of A/""� 61"1"'-20 l8 by 12-'-, r oSb who is personally known to I , - . Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20, by who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: �� f'�`� Print: FARRAH FLEITNIAN Seal: L1?3� Seal: MY COMMISSION # FF2165F9 EXPIRES April 02. 2019 3 rWrdallo a S.;rvicr cwr APPROVED BY "� / Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk 11/27/2018 Property Search Application - Miami -Dade County R TY APPRAISER, " 'i�i � OFFICE OF THE P' OPER Summary Report Property Information Folio: 11-2136-013-0100 Property Address: 325 NE 104 ST Miami Shores, FL 33138-2017 Owner CARRIE B & LUIS E REYNOSO Mailing Address 325 NE 104 ST MIAMI SHORES, FL 33138-2017 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 1,348 Sq.Ft Living Area 1,348 Sq.Ft Adjusted Area 1,278 Sq. Ft Lot Size 9,225 Sq.Ft Year Built 1940 Assessment Information Year Land Value 2018 $230,638 2017 $230,638 2016 $198,007 Building Value $93,598 $94,359 $95,120 XF Value $2,046 $2,068 $2,090 Market Value $326,282 $327,065 $295,217 Assessed Value $197,916 $193,846 $189,859 Benefits Information Benefit Type 2018 2017 2016 ................. Save Our Homes Assessment $128,366 _ $133,219 $105,358 Cap Reduction $50,000 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead `Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOT 16 & W1/2 LOT 17 BLK 117 LOT SIZE 75.000 X 123 COC 23812-0289 08 2005 4 Generated On : 11/27/2018 Taxable Value Information 2018 2017 2016 County Page 08/01/2005 $0 23812- Sales which are disqualified as a result of Exemption Value $50,000 $50,000 $50,000 Taxable Value $147,916 $143,846 $139,859 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $172,9161 $168,8461 $164,859 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $147,916 $143,846 $139,859 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $147,916 $143,8461 $139,859 Sales Information Previous Price OR Book - Qualification Description Sale Page 08/01/2005 $0 23812- Sales which are disqualified as a result of 0289 examination of the deed 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: �%S /� DATE: /� Z % ADDRESS: 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 person as 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. 1 understand that state law requires construction to be done by a licensed contractor and have app' d for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, ma act as�my own contractor with certain restrictions even though I do not have a license. tial 2. 1 understand that building permits are not required to be signed by a property owner unless he or e . responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of m wn 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 arldcpntracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence -ora 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 occupanc t may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved mysel s r leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or le i violates the exemption. - itial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons or ing on my building or residence. It is rry responsibility to ensure that the persons whom I employ ha3eVthe license required by law and unty or municipal ordinance. e, x f Wit. 7. 1 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 work' g n my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and m ware of the limits of my insurance coverage for injuries to workers on my property. _, 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed e6ntractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must workwntte—r 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 soc�j I security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employ . `understand that my failure to follow these may subject to serious financial risk. Initi 9. 1 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 regulation Initial i 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Intern evenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may c to the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi Initia 11. 1 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 f the proposed construction activity at the following address: �Tl7 � lnit' el I agree to notify Miami Shores /Village immediately of any additions, deletions, or changes to any oft Iormltlon that I have provided on this disclosure. 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 Z.� day of NOV__, 20 who was personally known to me or who has Produced the O ER as identification. NOTARY 0 2.m< n X n n Z M jv Z (n UM Z ) �4trZV C N p5, N a Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. Gjs l8r d. vl Owner's Name (Fee Simple Title Holder . <//S Owner's Address: 3,��I/� /®LfJ City: Job Address (Of where work is being done): City: Miami Shores Contractor's Company Name: Address: Zo Y.3' & /t -a City: Qualifier's Name: D/LC Architect/ Engineer of Record Name: Address: City: Describe Work: 10fa State : Phone #: �0j-�� g• d)1-3 ee- /,) Y's /":-/ State:—Florida Zip Code: Phone #: go) W7 • State: A -c-- Zip Cod e?eAU7 Lic. Number: / State: Phone #: Zip Code: hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. 1 hold the Building Official and the Miamores harmless of all legal involvement. Signa Signature O er or e5avlContractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this2"day of 20 Oby %Uf [ff-C&O this day of 20 by Who is personally known to me orwho has produced) who is personally known to me or who has produced 1 1(W&L as indentification. bl Seal: M COMMISSION be 202020 *' EVIRES'• "O" public Underwriters Notary %"�• �e� gondedlhN Notary Public: Sign: Seal: as indentification. 16� it 10 Miami Shores Village 0, t-) Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BUILDING PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC r_ SEP 2 4 2018 INSPECTION LINE PHONE NUMBER: (305) 762-4949 kk F BC2017 Master Permit No.R e -3 -19 -S -Z1/ Sub Permit No. WS 1 D - ZSO ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS:, �c CONTRACTOR A9 DRAWINGS City: Miami Shores County: Miami Dade zip: 33�3�3 Folio/Parcel#: -'yi3 - Is the Building Historically Designated: Yes NO Occupancy Type: Load: Type: Flood Zone: BFE: FFEE: OWNER: Name (Fee Simple Titleholder): Construction rCy,`S geyN,'So Phone#:jCr'- 106f Address: 3"a S- /UE /0 Y S7L2P E' % City: ';ml s State: i G. Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: A, '�e, W, Phone#: one#: Sas 4- City: _g/Jl'^:rG/�� State: �G. Zip: 3y—y Qualifier Name: D 4 EIJ /—lL� LT7C Phone#: State Certification or Registration #: G fo/�0�/Certificate of Competency #: /l' DESIGNER: Architect/Engineer: oh e,2 //4,4-+ � NPhone#: � � y' -26 )?3 Address: d'k --rp .5 w oZ O / S% City: &,-71e--- '! + e State: Zip: 3 Value of Work fo�Zdition.:,_E;j rmit: $ 0'!7 Square/Linear Footage of Work: Type of Work,.._, .-Alteration•. ❑ New ❑Repair/Replace ❑Demolition Description of Work:'iu1 54 i Ad Specify color of color thru tile: Submittal Fee $ Permit Fee `-0 CCF $ $ / $ Scanning Fee $ Radon Fee $ 2 - C'� DBPR $ S _ 63 Notary $ Technology Fee Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated: I -certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which.occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu ✓ i--loW N E� T �tra The foregoing instrument acknowledged before me this 3�S�F day of e7z� 20 %8 ----,by L� f 2a who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrum nt was acknowledged before me this day of 120�1 /3 by who is personally known to me or who has produced s identification and who did take an oath. NOTARY PUBLIC: Sign: Sign:_ Print: '�/moi `2� Print: Seal: FARRAH FLEITMAN Seal: ::�• 4*y COMMISSION # FF216589( "�','►;,• •, EXPIRES APO 02, 2019 f *********** APPROVED BY (Revised02/24/2014) LOUIS BLAJ& 1MISSION # GG 103959 *********************************************************** Plans Examiner Zoning Structural Review Clerk Miami shores Village Building Department �. 10050 N.E.2nd Avenue v Miami Shores, Florida 33138 5 Tel: (305) 795.2204 J Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction imdust y to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to.the Flo" Division of Workers' Compensation Employer Facts Brochure: I) An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum IOpercent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signa O er State of Florida County of Miami -Dade The foregoing was acknowledge before me this II day of QG�'� , 20 . By Luis E _ M..4.,,os 7 who is personally known to me or has produced r as identification. FARRAH FLEITMAN Notary: 3' MY COMMISSION # FF216589 q!' EXPIRES April o2.2019 SEAL:=', a�► :c s3 PISTOS GROUP, INC CGC#1519051 Date: State of 00o'dih County of M(AA i -DA& Before me this day personally appeared �"�'s'>y7C who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: Contractor Signature — Sworn to (or affirmed) and subscribed before me this ]!� day of dt,UAI .201 X, by Gttr �41*. Personally know 9 ' OR Produced Identification Z vita `1b Type of Identification Produced v M, V+ 1 0..' 1 h Print, Type or Stamp Name of Notary • Christian Sema OOMMISSIOIV it 66222555 •: _ DMRES: May 28, 2022 �R;;!.•��• Bonded lhru Aaron W" 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: /_ 0!! /_L/ 6 �_ _6 j Wj - 1) 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: -1 Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. �i 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") C Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. C Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) E If Owner is doing the work, include the Owner Builder Disclosure. E Require inspections: Buck (if greater than l 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 • RFC MiAMFDADE MIAMI -DADS CAUI SV P a RODUCT CONTROL SECTION` S DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR ) 11805 SW 26 Street, Room 208 BOARD AN -1i CODE ADI D;ISiRA" l07\ DWISION" ('g6) 3155-2590 F(7961115-21_599 NOTICE OF ACCEPTANCE (NOA) www.miamidide.gov/economy Lawson Industries, Inc. _ 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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) reservi;hi right to have this product or material tested for quality assurance purposes. If this product or material fails•tA pgrform in • the accepted manner, the manufacturer will incur the expense of such testing and tT&-XAJ may irwediately • revoke, modify, or suspend the use of such product or material within their jurisdiction' nR•reserva9tiie right Ia..:. revoke this acceptance, if it is determined by Miami -Dade County Product Control gect?dtf that this product ar 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 Jt4i rida �uil9ing CodL!; • • • including the High Velocity Hurricane Zone. .. •.. • • •" .... ...... DESCRIPTION: Series "3200" Outswing Aluminum Casement Window — L.M.I; • •; •; . • APPROVAL DOCUMENT: Drawing No. L3200-0801 Rev D, titled "Series 3200 Qutsimg Imp "Lasem&rt•• • Window", sheets 1 through 07 of 07, dated 07/27/08 and last revised on NOV21, 2017' pr8p$red by "anufacturer,...: signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control ltpyNan stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. NUSSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) VS Window sizes, configuration and glass types in sheets 5 and 6. 2. See glass types in sheet 5 8a 6. The monolithic lite in insulated laminated glass is oriented at exterior side and require tempered glass, if used at 30 ft above the grade LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0908.20 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. 17-1212.22 AMHA E C0k Expiration Date: March 04, 2019 Approval Date: February 01, 2018 Page I l� Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #08-1020.08) 2. Drawing No. L3200-0801, Sheets 1 through 07 of 07, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Air Infiltration Test, per FBC, TAS 202-94 00000 3) Water Resistance Test, per FBC, TAS 202-94 •' • 0000 606096 along with marked -up drawings and installation diagram of a,=ips 320.Q;gxtswm ' aluminum casement window, X configuration, w/5/ 16" ann- • • Ali glass w/PV�� • •. • laminate by DuPont, Test Report No.'s HETI-08-2099A, HETI'08;2102�,•III:ETI-0�" 2097A, BETI-08-2103A and HETI-08-2131A, all dated 07/10/Q : s ? fined And'Sealed by; • • Candido F. Font, P.E. (Submitted under NOA #08-10209QV �;• 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94•; •; • • •; 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ; • • �; ....:. along with marked -up drawings and installation diagram of a�sez�es 3200 outswi aluminum casement window, X configuration, w/5/16" ann. Lami %118;. w/PVB • laminate by DuPont, Test Report No.'s HETI-08-2099B, HETI-08-2100, HETI-08- 2101,HETI-08-2102B,HETI-08-2097B,HETI-08-2103B,HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125, and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13--0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. t4k-f, 4 . L 4 A �a.W. Jsbaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 0000 3. Statement letter of conformance, complying with FBC 2010, datFd 94 /25/12,. surfed anA. • • sealed by Thomas J. Sotos, P. E. ' • 0 : 0 • • 0 ' 066.06 0000 0000:. (Submitted under previous NDA No. 12-012 7.21) *00000 4. Statement letter of no financial interest, dated 10/01/08, signed and waled T y '�omas �....: Sotos P. E. ' *000 0000 .. 0000. (Submitted under NDA No. 08-1020.08) :000040,0 5. Laboratory compliance letter for Test Reports No.'s HETI-01-'AIIA, "• • dated• •; • 0000 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2097A, :dafe(l 07/lp/0$i HETI- '. 08-2103A, dated 07/10/08, HETI-08-2131A, dated 07/10/08,:H]E; I-08-20998, datgd 07/10/08, HETI-08-2100, dated 07/10/08, HETI-08-2101, datdd 0�/10/0�8,• IiETI-(tS- ": 2102A, dated 07/10/08, HETI-08-2102B, dated 07/10/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/10/08, HETI-08-2104, dated 07/10/08, HETI-08- 2105, dated 07/10/08, HETI-08-2106, dated 07/10/08, HETI-08-2125, dated 07/10/08, and HETI-08-213113, dated 07/10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window - L.M.I., approved on 03/06/14 and expiring on 03/04/19. 2. New Evidence submitted. A. DRAWINGS 1.. Drawing No. L3200-0801 Rev D, titled "Series: 3200 Outswing Impact Casement Window', sheets 1 through 07 of 07, dated 07/27,108 and last revised on NOV21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. Note: This revision consist of editorial changes of FBC 17 (6th Edition) code compliance. B. Test 1. None. Ish q I. Chanda, P.E. Product Control Examiner NOA No. 17-1212,22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18.. •... 0 • ***go* 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Ing 6fortheirt`Tresifol® . • Ultraclear, Clear, and Color PVB Interlayers" dated 01/19/17, exp N M 07/OaM9. .... • 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical CQyggany (MAI for the%...: "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. ' .... ...... F. STATEMENTS • 1. Statement letter of conformance to FBC 2017 (6th Edition) and `No financial inteiegV4dated " 11/17/17, prepared by the manufacturer, signed and sealed by Thomas f? Sotos, RE, . : 0000 0: 2. Statement letter dated 01/22/18 of the editorial drawing changes issued by Lawso�rrh;a signed by Nelson Erazo, Senior design engineer. G. OTHER 1. This NOA revises # 14-0908.20, expiring 03/04/19. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 E-3 ANCHORS. (A) 3 AT FRAME HEAD (C) 3 AT FRAME SILL (D) S AT EA. FRAME JAMB ENT. 16 INT. FALSE COLONIAL MUNTIMS ARE APPLIED V/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: 37' J ANCHOR CLUSTER ANCHORS, SEE DETAIL a4 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) (D) 4 AT EA. FRAME JAMB A ( ) Al/ I 8- / / / / Mox D.L.O, th Wid -- %��/ y ••• • E1 \ :l \O. 7 ' L i � .Bracket a( Y H $� L n n 6 � \ 0) 37' J ANCHOR CLUSTER ANCHORS, SEE DETAIL a4 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) (D) 4 AT EA. FRAME JAMB A ( ) Al/ • • "AAl Wid -- %��/ y ••• • E1 o / V I :l \O. 7 ' L i � .Bracket a( Y C. R•Aed to sW L n n 6 � \ 0) \ • • 0. RMe• to w I 131 \ • ' OF Z- I B G � A D1 w C _ O e U o �j[ w r ` K 'o J 0 �� U tz J? 3s O Z y a g D w B -i 4'hi4'� B' -i--l-xed Bracket (wx. 4 25' O.C. (MAQ t a' from end. WIDTH 74' (TYP. of all Fixed WINDOW FRAME WIDTH Lite Comers) ANCHOR CLJSTER ANCHORS SEEEDETAT 7 C_ #4 AT (A) 6 AT FRAME HEAD (FRAME SILL TYPICAL) (C) 6 AT FRAME SILL (D) 4 AT EA. FRAME JAMB! A Al (TMPD (sae. N V WINDOW FRAME WIDTH "X" ELEVATION "XO" ELEVATION — (OX reversed) "AX" ELEVATION EXT. L INF, FALSE COLONIAL (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO (AADS ON SHEET 6 OF 7 I+UNTINS ARE APPLIED V/ (EDITED TO LOADS ON 3HELR' 8 OF 7) �,/ SILICONE Afm ARE SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS AVAILABLE AS OPTIONAL. 1.) THIS WINDOW SYSTEM 19 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014 - 5th Edition & 2017 -6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT I9 IMPACT RESISTANT AND DOES NOT REQUIRED SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) SEE SHEET y3 FOR BILL OF MATERIALS AND DETAILS. 6.) SEE SHEET p5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /2 FOR DETAIL & NOTES) B.) MATERIALS INCLUDING BUT NOT EDITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2' TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SIM TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET y 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EDT. & INT. FARE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • WHEN THE GAP BETTIEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/6', SHIMS ARE NOT REQUIRED. ANCHORS TD BE a12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) •• ••• • • • • • "AAl •• • • • • ••• • A Rwleed to 24" :l \O. _ •� 5,,� _ O & R•,ewal and R -w.. to xhod 5 & e of C. R•Aed to sW L n n 6 � i \ • • 0. RMe• to w 2011.W• • • ' OF Z- ---L • °i� 07 ',, \it r. 1M,KwA ew• N. BR•A20 •_.t} RwYYw 4w4 D (WJf.) B 74• N V WINDOW FRAME WIDTH "X" ELEVATION "XO" ELEVATION — (OX reversed) "AX" ELEVATION EXT. L INF, FALSE COLONIAL (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO (AADS ON SHEET 6 OF 7 I+UNTINS ARE APPLIED V/ (EDITED TO LOADS ON 3HELR' 8 OF 7) �,/ SILICONE Afm ARE SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS AVAILABLE AS OPTIONAL. 1.) THIS WINDOW SYSTEM 19 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014 - 5th Edition & 2017 -6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT I9 IMPACT RESISTANT AND DOES NOT REQUIRED SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) SEE SHEET y3 FOR BILL OF MATERIALS AND DETAILS. 6.) SEE SHEET p5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /2 FOR DETAIL & NOTES) B.) MATERIALS INCLUDING BUT NOT EDITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2' TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SIM TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET y 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EDT. & INT. FARE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • WHEN THE GAP BETTIEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/6', SHIMS ARE NOT REQUIRED. ANCHORS TD BE a12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) •• ••• • • • • • •• • • • • ••• • A Rwleed to 24" .1 • _ •� 5,,� 5 & R•,ewal and R -w.. to xhod 5 & e of C. R•Aed to sW w 2014 dX • •�� 1 • • • • 0. RMe• to w 2011.W• • • ' OF Z- • N•F.RaZO• • °i� 07 ',, }gip:. •" t�gCte 1M,KwA ew• N. BR•A20 •_.t} RwYYw 4w4 D 9wb • • • • • • • • • • NNADOCA REVI6A10 m •tw pWk tMH t•e FW4& buldIwacalf A•Oe N. (2(2.22 t rtr k sem-�(i9 r,�L- /, wrrJr -NaIeLN C•ut•1 LA WS ON V MEDLEY.900FLORIDA 33186 R PH No. (305) m-aw MANWA07VRU OF QNur7r ALOLRVUM WWWIFS A" OLSS BOORS 01wr, IM L1s Series: 3200 Outswing Impact casement Window GENERAL. NOTES & APPROVED ELEVATIO1,9 (X, XX, XO or OX) CA4JF�72o0-010"-01 I OP 7 15/32' ALL P.T. WOOD BUCKS 1 5/32' 1/4' TAPCONS W/ EDGE ENGINEERED EPARATELY EDGE # 12 S.M.S. or WD. SCREW W/ o v 1 1/4' MIN. CONC. DISTANCE DISTANCE 1 1/4 MIN. WOOD EMBED a ' . 1/ ° & TO BE REVIEWED EMBEDMENT HLDG. OFFICIAL <TYP. ':i' . D1S & c o ° 43 ';c.;:>a..v ° >LL WOOD BUCKS s?t, d'., ° 47 t 1 /4' ^,'• -:;) t' a=NGINEERED SEPARATELY (MIN. E48ED.)j;,%t STUCCO :'�:a•::v:y•y;Z>,. T❑ BE REVIEWED STUCCO I r :V• ' °. °' METAL LATH (BY OTHERS) :':'IL':.., ..:',..;.. 43 BLDG. OFFICIAL (TYP.) (BY OTHERS) •.,q v' c ° a STUCCO `� 43 47 a: 1/4 (BY OTHERS) 50 (N 1 4' tt,iL:i� 'Y 50 47 (MIN. EMBED. -2X WOOD BUCK 1/4' MAX. �� 1r. ANCHORED TO CONC. SHIM SPACE Iti— TO BE P.T. (TYP.) PERIM. CAULKING —t BY OTHERS 1 2X WOOD 15 f (TYP.) 17 EXTERIOR GRADE 17 BUCK <TYPJ 17 PERIMETER CAULKING 1/4' MAX. (T 15 OTHERS 1 ALL WOOD FRAMING SHIM SPACE i <TYP.) ENGINEERED SEPARATELY 2415 t 15 1 a TO BE REVIEWED O 1 BLDG. OFFICIAL (TYP.) 22 23 17 11 O16 16 16 5 p; 18 18 i 5 5 n i 21 18 42 12 16 48 = 49 EXTERIOR INTERIOR it = z EXTERIOR INTERIOR = EXTERIO INTERIOR i 4 II Z `^ t3 GLASS is 14 51 W = 13 ii 14 51 a� > 'n 12 16 48 ii 18 13 a > 12 16 48 i� /4tODUtviy`y11�pF:rirl > r i 28 42 30 „ 49uAoccau�nN• t i?J2.21 6 21 i. 25 21 18 21 II i gapkz:do&0. 16 16 16 B 4 27 17 B 1 40 D C«rM O 17 A, Oia n 17 O 1) tt ••• • • ••• ••• •• 10 EXT. GRADE j ';;:•:::::::::.:...::::::.:. 1/4' MAX, EXT. GRADE 17 j,—Clia 17 SHIM SPACE PERIM. CAULKING PERIM. CAULKING 15 II r (TYP) (TYP.) WOOD 17 STUCCO BUCK (TYP.) (BY OTHERS),.,;:,_;' .",.. ?, A. a . 1 (Mw . EGBED.) 'i'd'; 50 (mn. EMBED.) EXT. GRADE •a PERIM, CAULKING A • 44 :' • `x ` 44 • • • • (TYP) 44 a h • 1X " 2X METAL LATH, STUCCO :'�;; • • • F:r' WD. BUCK 2 3/4' EDGE DISTANCE AND EXTERIOR GRADE ="'' 2 3 mtkrf! • • • • • • • • • • • 2 3/4' EDGE DISTANCE SHEATHING (BY OTHERS) • • • • S = A. R.Ad W C—r/ • • Ply N ' ' 2010E8c LA W►5' ON • 4k�NN THE GAP BEfMEEN THE WINDOW FRAME AND THE BUCK OR 10 5- 5 „ 1+801 N.W. 90 ST. 8. Rw " ane R.Vbi- to Mat S a 6 7 MEDLEY, FLORIDA 33186 MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. •' of PH M°. (305) 898-8880 .� • �� • C. 2!:M t° M 2014 AUNUFACrURLR 01 QUAUrr ALULUNUY 17ND015' A11'O KLSN 100119 ANCHORS NOTE: r ¢ i • • • • 1.. e..t A.t cf.s "« awa..y s. wrNdw n.,. Ruw•wa. Rah° Co 201 r ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR TAPCONIMUMr APPROVED CGNC. FASTETION NER Y'={`" �% '!/j ,y :NOA oe-Ol I C3 �•• •N.#ERdEOijp• 07 / Series: 3200 Outswing Impact Casement Window WITH OF 1 WOOD OR . R " •Ei(° •m110%` Aw N. esAZO 11/oi 17 VERTICAL CROSS—SECTIONS, DETAILS & NOTES CONC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) �ita /�` DA U t I—#! •••w.. a...0 D a..Io l'•4+�.-oena-01 h•`�1 ��' L3200-0801 aw.a E oP 7 ••• • • ••• ••• •• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • OVERALL FR WIDTH STUCCO (BY OTHERS) PERIMETER CAULKING EXTERIOR OVERALL VENT WIDTH 15 18 7 8 18 1 DAYLIGHT H 2 18 15 3 9 39 8 50 21 12 16 48 21 12 16 48 �1•`.•' 13 , ` 43 GLASS GLASS H43 _ .,__._ _ FIXED VENT OPERABLE VENT - - t 1 4'— - 14 51 _ 51 14 ^ TAPCON (w . MSED.) 18 18 18 -- 1 1/4 0 ' 20 (YIN. EMOED.) INTERIOR 42 47„ 111 „ 16 16L1q L l 1, O 16 17T 17 +V ALL WOOD BUCKS J�J ° ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED & TO BE REVIEWED BY BLDG. OFFICIAL (TYR) STUCCO BLDG. OFFICIAL (TYP.) OVERALL FRAM WIDTH P.T WOOD BUCK NOT BY LAWSON IND. (BY OTHERS) MUST SUSTAIN IMPOSE➢ LOADS PERIMETER CAULKING OVERALL N WIDTH I/,, �x SHIM SPACE PERIMETER CAULKING v .• 15 18 7 DAYLIGHT WIDTH 8 37 18 15 15 18 8 (. 3 38 39 38 3 ' ` W' 3 21 EXTERIOR EXTERIOR 2121 v ' 12 16 48 13 GLASS •. 34 W L _ 43 33 1� Q 43.- .. LAS S -' W p D ---- •.. . OPERABLE VENT o TAPCON 14 51 - t (MIN' ) W y 1/4' TAPCDN 14 51 N:ODUCf CE y Vp�q 18 t/+' (MW. EMBED.) 2 INTERIOR 18 2 a / 1 1 4'' (MIN. EMBED,) 20 18 21 35 ft"Orma” �wlnww�ru TN't•ce N• 17- 12 f 2.2 Z. K. Iq o ? 42 42 41 p / 47 2' 47 ° HJTERIOR 47 1 1 1 �. Lo•t zPya"ac."'Ot n , 7 „ 16 , 6 , 7 n , 17 16 YR yr M+rt •ox vACEO L; ) 32 -'' o - ALL WOOD BUCKS ENGINEERED SEPARATELY •• ••• • • • 8 TO BE REVIEWED • • • • • • '• • • BLDG. OFFICIAL (TYP.) 31 • • •• • • • • • • •• • • • • ••• • • Lis AL& FA. av wdkoW • r 2.010 FBC •WHEN Ll W ®1 9501 M.W. 90 ST. ' WNR IS GAP HHAN 1/ THE RDIDOR FRAYS AND tilE BUCK OR YA.40NRY is LESS THAN 1/8', SHWS ARE NOT REQUIRED. "`�' - r 1 IJ 7 S. R°new A and Rwiai n to ha 5 3 6 of 7 MEDLEY. FLORIDA 33165 225 • PH No. (303) 696-8660 NOTE: *19 • • ; C. Rnlod io x 2014 • Y{ACTIL7r0tt1 OF Op31.RY ILW(Dlfaf IDIDO/s AND MASS D8088 ANCHORS • : i [C • • O. R~ N. C.1" w 201 WC • ASSEMBLY C�M..v MLR/W44 OOM N.. 4 +.4tw N ANCHORS TO BE R12 SMS OR WD. SCREWS INTO WOOD, OR -' ..'' • ;tt/a �{. • • • 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., : t•tt, i • •-e- ON. ZQ / / Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ^ vo' -•`t�� N. YRA20 a/mw CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) \�?J, DATE_ �• •:>`/O. L��` +�•,•r.. tww D r..i.: ^* "crsEMortazao-aeMcw-o1 �°"r� L3200-0801 a or Y ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • EXT, GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) FACE CAULK ------ ` BY OTHERS (TYPJI 11 a LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM # DRG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 41 1 X HANDLE LOCKING HANDLE BACK PLATE ' 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 43 SEE ELEVATION FRAME INSTALLATION SCREWS J12 X 2 1/4' PH SMS 44 SEE ELEVATION FRAME SILL CUP SCREWS /12 X 1 1/2" PH SMS 45 1 SM -5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT ' 48 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 47 L-3007 UI -164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3' L) 48 L-3009 U1-159 AS REQD. GLAZING BEAD - 7/16" 6063-T5 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW 18 . 1 1/4' FH./PHIL SOS 5o 8 X POST IN -POST ASSEMBLY SCREWS #10 X 1 1/4' PH SMS 51 DC -899 AS REQD. GLAZING SEALANT - SIUCONE ALL WOOD BUCKS 2X WOOD ENGINEERED SEPARATELY BUCK <TYP.) & TO BE REVIEWED BLDG. OFFICIAL (TYP,) N 12 S. M, S. or VD. SCREW W/ 1 1/4' MIN. WOOD EMBED Q' `WINDOW FRAME EXT, GRADE PERIMETER p CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) STUCCO OR EXTERIOR FINISH OBY OTHERS (TYP.) FRAME PERIMETER CAULK DETAISUBSTRATEL CONCRETE OR IfJ_ P.T. WOOD n 4' MAX. SHIM 1 1/4" N. EMBED.) EXT. GRADE BACK BEDD TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) t —EXTERIOR GRADE PERIMETER CAULKING !'"="` •':^ 'i" '• BY OTHERS (TYP.) 1METAL LATH, STUCCO 1/2" AND EXTERIOR GRADE SHEATHING (BY OTHERS) 2 WOOD FRAME INSTALLATION DETAIL SEE MULLION APPROVALS FOR vWD�f&vW9 r-- MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS."�� 2 2.2Z NOTE: Rp•te THE LOWER PRESSURES OF • • • FIXED, CASEMENT WINDOW, OR • MULLION SHALL GOVERN. Ce•66� • B Bt—. • • SEE2ELEV. FOR SPA( NGL (MN. EMBED.) t SE _ WINDOW FRAME SEALANT AODTSAA ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MAI ERLAIS LIST DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS L-3001 UI -118 1 FRAME HEAD 6063-T6 ALUMINUM L-3002 UH -115 1 FRAME SILL 60,33-T6 ALUMINUM L-3002 LII -115 2 FRAME JAMB -HINGE SIDE 6013-T6 ALUMINUM L-3002 LII -115 2 FRAME JAMB -LATCH SIDE 6033-T6 ALUMINUM L-3004 LN -119 2 VENT TOP RAIL 60,,3-T6 ALUMINUM L-3004 LB -119 2 VENT BOTTOM RAIL 6013-1-6 ALUMINUM L-3004 UI -119 2 VENT SIDE RAIL -HINGE SIDE 6063-T6 ALUMINUM L-3004 UI -119 2 VENT SIDE RAIL -LATCH SIDE 6063-T6 ALUMINUM L-3003 UI -116 AS REO'D. IN -POST 60a3 -T6 ALUMINUM L-3006 LII -111 1 X ANCHOR FRAME SILL ANCHOR CUP 60,33-T6 ALUMINUM (3' L.) L-3005 LII -113 AS REQD, FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3' L.) L-3010 U1-7708 AS REQD. GLAZING BEAD - 5/16" 6063-T5 ALUMINUM L-7531 L-7531 AS REQD, GLAZING BEAD BULB VINYL PVA: VINYL SM -5731 AS REQD. GLAZING SEALANT - SILICONE L-3012 U-110 AS REQD. WEATHERSTRIPPING - FRAME/VENT PN. VINYL L-3011 LII -133 AS REQD. GLAZING BEAD 11/16' LAM./INSUL. 6063=1-5 ALUMINUM L-3013 12 CORNER KEY PER FRAME L-3013 8 CORNER KEY PER VENT L-3013 4 X POST CORNER KEY PER IN -POST 8 FRAME ASSEMBLY SCREWS #10 X 1' PH SMS 8 VENT ASSEMBLY SCREWS j10 X 1 1/4' PH SMS 2 X VENT 4 BAR 90' HINGES - STD. do H.D. 2 X VENT 4 BAR 45 HINGES - STD. do H.D. • AS REQD. HINGE MOUNTING SCREWS #I) X 1/2' P.H./PHIL B 1 X VENT VENT OPERATOR - DUAL or SINGLE ' 4/ OPER. OPERATOR MOUNTING SCREWS /1,) X 3/4" F.H./PHIL SDS 1/ OPER. STAINLESS STEEL "C" TRACK 2/ TRACK TRACK MOUNTING SCREWS /8 X 1/2" F.H./PHIL. SDS 1/ OPERATOR STUD BRACKET CONNECTOR 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2' F.H./PHIL. SOS 1/ VENT LOCKING HANDLE 2/ LOCK LOCK HANDLE MOUNTING SCREWS f10-32 X 3/8' PH MS 1/ VENT LOCKING MULTI -POINT BAR 1 X LOCK POINT TIE BAR NYLON GUIDES 2 X GUIDE NYLON GUIDES MOUNTING SCREWS 18 X 1' PH./PHIL B 1/ LOCK KEEPER (ST. STEEL) 2/ KEEPER KEEPER MOUNTING SCREWS J13014! • • • 4 SNUBBER 60 i3 -T5 ALUMINUM P 21 AU10. ^0110 • A. RevieW to Cam r 2010 fBC• • B. Ren I on6 Revision to Moe! 5 Q 6 of 7 Ew - .t ��``.•. I± e C. Re•eed to 2014 o yep •" •�• t :Y • D. ReMtOta • 201 • • r �!•Y• •" • • ' • •N. �RAQO • m / 10- OF • •�jL, • •.r..4 N. nio a/OL 7 y� '• d s ^ '•tea D r..w • • • • • • • • • • • • ••• • • • 40 00 SNUBBER SNUBBER INSTALLATION SCREWS 8 X 1/2" PH SMS LA WS ON 8LE501 N.W. ST. MEDY, FLORIDAI 33166 S I P14 No. (306) 696-8660 M ANV7AL'1'DBRR OF OVAU 7ILWIDVW iTMMWS A" 47,4S8 DOM .�. O� M Cies Ad lLYpryr SwYe/W4Mr _- A -A_ 0, Awbtw 7r NOA ,{SSD/BLY YANOOW 3200 1 Lr: NO{ 06-01 — Series: 3200 Outswing Impact Casement Window B11 OF MATERIALS LIST AND DETAILS c3ioo-aeNa-at �"�t'r L3200 -0601 + Oa' 7 - 5 18 LAMINATED GLASS COMPOSITION - TYPE A fru DBSCRIPITON 12 DETAV 1 ANNEALED GLASS 2 0.09 PVP INTERLAYER A TRUST 13 TRDSIPDL PVP by K -ay Anerkb Inc or 13a Saflrx PVB by Enatnan Chenknl Co. 3 1/8• ANNEALED GLASS -- - - - - --- -- 6 16 D GLASS LO P091TION TYPE B ITB11 DBSCR1Pr10N DETAM t I/8' HEAT-STRENGHTENED GLASS ' -J}- a0w 2 &%' PVB INTERLAYER SaArx PVD by E-tnnn ChaJCAI Ca 3 118' HEAT-STREHGHTENED GLASS 5 16 LAMINATED GLASS COMPOSITION ----TYPE C (TEN DATION MAIL 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090• INTERLAYER SaniryGlass Interlayrr b1r Kuraray AMrka Inc. a>•v 3 I1W HEAT-STRENGHTENED GLASS 7/16' LAMINATED GLASS COMPOSITION - TYPE D !rnf DESCRIMON I F D[rAD. 1 3/16• ANNEALED GLASStw• '-'-'� i 6 1 3 2 044 PVB INTERLAYER SAflex PVB by East- Chenknl Co, s�aF N 3 3/16' ANNEALED GLASS N dr 11/16- LAMINATED GLASS COMPOSITION TYPE E Rd DESCRIMON DBTAJL ... 4_ 1 1/8' ANNEALED GLASS CJ 2 0.090' PVB INTERLAYER Sanex PVB by Eastean Chenkal 3 1/8' ANNEALED GLASS A 1/4' INSULATED AIR SPACE .I,D ____ __ I 11/16' Leminated/Inmaated 5 1/8' ANNEALED GLASS i aNr' GLAZING OPTION LAMINATED GLASS TYPES DETAILS NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft, IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). 14 9/16 GLA ING ITE 5/16" laminated W N C 48 O aa.0 59.0 -------------------- U ,U.0 14 *INGITE 70.0 73.0 70.0 73.0 24 24 2 2 7/18' laminated 59.0 <F6 ePlfaimVlRridowweduirith MWindow Glass Type"A" GIasBType- Glass Type'C' I GlassType"U" I Glass Type e' SN6" Amealed Glass 5M6 H.S. Glass - PVB I 5116" KS. Class SW I 7116" Armaled Class 11IA B" Amealed 173- 73 J 73.0_ 730 73-6 73.0 735 73 0 73.0 73 0 of 37 I w o 1 74.25 3 D 5 I Dlf.0 1 59.0 aa.0 59.0 I ,U.0 70.0 0XU I 820 ,U.0 uz0 1 70.0 73.0 70.0 73.0 24 24 2 2 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 24 36 2 3 59.0 59.0 70.0 820 70.0 820 70.0 730 70,0 73.0 24 48 2 4 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 24 60 2 5 59.0 59.0 70.0 820 70.0 82.0 70.0 730 70.0 73.0 24 72 2 6 59.0 59.0 70.0 820 70.0 82.0 70.0 730 70.0 73.0 30 24 3 2 59.0 59.0 70.0 820 70.0 820 70.0 730 70.0 73.0 30 36 3 3 59.0 59.0 70.0 1 82.0 70.0 82.0 1 70.0 730 70.0 73.0 30 48 3 4 59.0 59.0 70.0 820 70.0 82.0 1 70.0 73.0 70.0 73.0 30 60 3 5 59.0 59.0 70.0 820 70.0 82.0 1 70.0 730 70.0 73.0 30 72 3 6 59.0 59.0 70.0 82D 70.0 820 70.0 730 70.0 73.0 32 24 3 2 59.0 59.0 70.0 820 70.0 820 70.0 78 0 70.0 73,0 32 35 3 3 59.0 59.0 70.0 820 70.0 820 70.0 730 70.0 73.0 32 48 1 3 4 59.0 59.0 70.0 82,0 70.0 820 70.0 73.0 70.0 73.0 32 60 3 5 59.0 59.0 70.0 820 70.0 820 70.0 73A 70.0 73.0 32 72 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 730 70.0 73.0 36 24 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 730 70.0 73.0 36 36 3 3 59.0 59.0 70.0 820 70.0 82.0 70.0 730 70.0 73.0 36 48 3 4 59.0 59.0 70.0 820 70.0 82.070.0 73 J 70.0 73.0 36 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 730--70.0 73.0 36 72 3 5 59.0 59.0 70.0 82.0 ••• • • aAtom- w ••• • •• • • •• • • ••• • • Y • • • • . ••• •• • •• PRODUCrAEfMa tr rrb're virb 6r Fw1•+ om2Z X54 (, _w �Mn Ceaiwl` ' '•.� ��jyjgj 25 •; � 0% R• i • ♦ : may,. �',Zoo pp. �� • (�� A, RMMd I. • 2010*M^ 8501 N.W. 80 5T. LA. WS ON MEDLEY, FLORIDA 33166 E I PH No. (305) 696-6660 YAMIRAC14RM OF OVALITr ILUIWMV WINDOWS AND G SS DOORS Be R. -d and RevWw to sh et 5 of 7 C, Rued IO 2014 W6 • • • a, D. Rr�•a• S r :01 s,w caa r.r1 a.. n.e r•4�tA aAH.yW.A.o- N.,. Aw..xr. J, v [ N0A 06-01 • •N, SRAW / / Series. 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAITS FOR X. UN1T3 a�A °j" • • 'W' R""w•� N. 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Ca .v.• 9/16 3 1/8' ANNEALED GLASS = _-= _ -- GLA ING ITE 4 1/4' INSLIATED AIR SPACE ��(B - __-=== 11/16" I-mated/Insulated 7 1/8' ANNEALED GLASS I Horn' LAMINATED GLASS TYPES BLAZING OPTION NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE THE I.G. EXTERIOR LITE SHALL. BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). -_ • • OwDucr ilm m 2 UW U90' PVB Snfles PVB by E-1- C... Ca _ - � mow 3 1/0' NEAT-STRENUiTENED GLASS 1 5/16" Laminated v13 5 16 LAMINATED GLASS COMPOSITION - TYPE C r19N D=9fM@1RDN DOTAU. 1 1/0' HEAT-STRENGNTENED GLASS - 2 INTERLAYER Sent SentryGlass Interlsyrr by, Ktrnray Anerkn [nc. 3 1/0' NEAT-STRENGOENED GLASS . 14 51 9/16 GLA ING ITE 7 16 IAMB4ATED GLASS COMPOSITION - TYPE D 7/18" Laminated n= 099CRIP1101; DBTAD. 1 3/16' ANNEALED CLASS 2 D.090' PVB INTERLAYER an _- 16 13 Snflex PVB by E-tnon Che"i-I Co. now 3 3/16' ANNEALED GLASS 11/16' LAMINATED GLASS COMPOSITION TYPE E ---- - rm DBBCRUPTION MAIL 1 Us' ANNEALED GLASS 1 2 0.090' PVH INTERLAYER 1 _ :=1 14 51 Saft- PVH by East- [hank. Ca .v.• 9/16 3 1/8' ANNEALED GLASS = _-= _ -- GLA ING ITE 4 1/4' INSLIATED AIR SPACE ��(B - __-=== 11/16" I-mated/Insulated 7 1/8' ANNEALED GLASS I Horn' LAMINATED GLASS TYPES BLAZING OPTION NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE THE I.G. EXTERIOR LITE SHALL. BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). -_ • • OwDucr ilm m ••• 0 7 .i y rtC41F.;TDInMAAe: TAMe Val- =0-UnxaCtCasemerltWindow Glass Type"N' Gass Type"B" Gass pe Gass Type "D Gass Type 'E' C Ufaboll: ")C','xa'or"CDV 6H6"AmoaledGlass 6MrRS.G4ass-PVB 5M6"K&GlassSOP 711rAnualedGius 41WAmealedG m •• • • size Code _ wdh (in) Hel9-rt (in) Anchors Haadlsill Jamb par p6f ELF70.0 psi0) . �,D�BC • • LA WS • �.. l "'•tiT - 8501 N.W. 90 ST. ® N , LO) PH No. (3 698 8660 B. R -I and RwWon to .n..l 5 a 6 of 7 C. I. / 2014 22 37 26 4 2 70.0 70.0 70.0 73.0 Series: 3200 Outswing Impact Casement Window 920 70.0 73.0 70.0 73,0 Lu23 w.«u1 a�r..r. 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R -I and RwWon to .n..l 5 a 6 of 7 C. I. / 2014 $22$ • �: *4c* AUAWACTVRM N 412UJTY ALUAUAW }IND01rS AND OLSS DDOAS •� W 0. 201 • ewPne r..s a.Aeo.,a r.,4.A/rore n.[ :.N�. OAAA /Or•D�-0ner /, Aw41ea N A • �,�•w• or M Series: 3200 Outswing Impact Casement Window �. Yerto a/olyff P lNc,`�� • GLASS k DP CHARTS AND GLAZING DETAILS FOR "IDI -OX -XO" UN11S ° NAI-c1,�,t► -cASErAENrasaO-oar+o�-o, D SrM w.«u1 a�r..r. D.. 3 ....w McM.n :Atli, L3z00--o801 a or t ••• • • • • ••• 0 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O FRAME IN -POST RAIL L-3003 1'435 VENT RAIL I 4" Orr ASSEMBLY SCREWS 6063-T6 ALUMINUM 2 - 10 % t 1/4" 1 EA• D 4r rE&Y r�t�EWS P.H./PH L SMS 1 H./ 1L SMS I VENT RNL NUM Iwa2.2502.312 L1.1 iZVT 2--_---------,.082� r .062 ANCHOR CLUSTER2 1 j (HEAD/SILL TYPICAL) 1 VENT JA11B .lp�797 O FRAME JAMB -- 4 17 we ANCHOR DETAIL FRAME CORNER DETAIL 5 6 8 .21 •Spp 2 3 4 1.676 VENT RAIL .IMPOST VENT RAIL CORNER DETAIL FRAME IMPOST FRAME SILL / JAMB 0,082 L-3004 SEE MULLION APPROVALS FOR L-3002 6063-T6 ALUMINUM MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. 3 6063-T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, 2250 CASEMENT WINDOW OR MULL SHALL GOVERN --.062 2. 2 1/4• MAX, .062 0.062 SHIM # 12 S.M.S. X 1 1/4' L. SEE ELEV. FOR SPACING FRAME SILL w 2.399 0.888 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 0.078 47 FRAME SHEAR PLATE L-3007 0.346 _� 2. METAL STRUCTURES: (STEEL OR ALUM. 1/8" MIN. THICK) A) STEEL fy = 36 KSI MIN. 6063-T5 ALUMINUM 0.120 1.213 B) ALUMINUM 6063-T5 MIN. ASSEMBLY SCREWS 4 -D K 1 1/4" 1.271 P.H. IL. SMS ALUMINUM SNUBBER PERIMETER WINDOW FRAME FRAME IMPOST SEALANT 3B DETAIL 38 L-3014 0.377 - 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 10 FRAME SILL ANCHOR CLIP 4 11 L-3008 FDIED LTTE MOUNTING BRACKET ►RODUcf YP11C� r •el cStie ft- 6063-T6 ALUMINUM 0094 .g7pL-3006 6063-T6 ALUMINUM h�•ie•Cde fte"k - 2.'Z - • • • • • =ghMY•OIh_2p' O.tBB • • • • • • • 1 J— 0.070 • • • • •�� (I • • �L;�y 2.794 417A • • • • • • • • • • • CL•Itwl • • • • • • • • • 12 GLAZING BEAD 5/18' 16 GLAZING BEAD GLAZING BEAD 48 gllA A - y� io Co w 2010 cBc LA W �' 1 V Q R: °"° Ra:Ynn to .n.et: a e of 7 Laminated L-3010 or L-7700 11/18' Imulated/latnlneted L-3011 LB 7/16' 1-1-ated L-3009 LII . ',,'1• V '.• 5�.� 8501 N.W. 90 5T. PH NE...•(3005) •• Revl� to c w zot4 6063-T5 ALUMINUM or -133 6063-T5 ALUMINUM or -159 6083-T5 ALUMINUM 225 •' * • a • 696-8880 • IFMNa�ic'fv61<l1 Qmurr 4coMmvvy trumou um Cus3 IWOAS • • • .• •_ • en pyIle" • M <+e.. aw c>vy.K s.t../r.rr n"r. i.7.r.w r: AYrn.1w Mr L:NOA 00-Ot ••, 0.050 0.801 0.915 '0 0 1 -• + •'^ OF d tAt• • Ar+wm • • N. SRAZO • or oa _ •. • Jerl(d9: 3200 OUtswing Impact, Casement Window 0.791 o.z66 ' . r P . �� : ....+,� ,,,, N. tRAZo a otj17 - :,'••, N�`� '� EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS 0.689 0.050 (, 0.688 0.11 s 0.686 DA ..• `,;a'` 0 a.n.: ar o•et hNn+... x•.a.n we.oy atwr.: sewo cwtiEttENr3200-aew04-01 L320C -0801 v of 2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAW MIAMI-DADE COUNTY, FLORIDA f PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qovleconomy Lawson Industries, Inc. 8501 NW 901 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County 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 PWItit t Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade Cour% reserve Me righf fo ' have this product or material tested for quality assurance purposes. If this product or material ails to-QJFprm in th;,; • accepted manner, the manufacturer will incur the expense of such testing and the AHj•rpay.immediatply revoke, • modify, or suspend the use of such product or material within their jurisdiction. RER reserves thexight,to revcilt'e this acceptance, if it is determined by Miami—Dade County Product Control Section that flis Product or material fai6 • • to meet the requirements of the applicable building code. • • • • • • :00* • • • • • This product is approved as described herein, and has been designed to comply with t1le Florida BMItfing Codg e • ; • including the High Velocity Hurricane Zone. :so:*: ' . . . ...... DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French Doors —17M.L APPROVAL DOCUMENT: Drawing No. FD -2003 Rev G, titled "La Porte—Impact lrfenc'h Out; SWhg DodF', • sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/.12/02 and last revised on Nov 21,'2017, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County .Product Control Section 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 Limitations: 1. See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock option VS DP in sheet 3. 2. See glazing details in sheet 5. For the glazing detail #2 (The 1/8 temp lite is oriented at exterior side in insulated laminated glass make-up). 3. Applicable door egress requirement to be reviewed by Building official LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #14-0908.07 and consists of this page I and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P. E. NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval .Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD -2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. ." B. TESTS ...... .... ...... 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 20? -14. ... . .. ..... along with marked -up drawings and installation diagram of aluman ;m•+�u�tswing F finch door3 • prepared by Hurricane Engineering & Testing, Inc., Test Reports Ng. TWTI-1I=3201, issued... on 01/06/2011, signed and sealed by Candido F. Font, P. E. • • • • • • • (Submitted under NDA No. 11-0202.03) • • `•' • 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS:203494 ' • • • •. 2) Large Missile Impact Test per FBC, TAS 201-94 •.. •. • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09-2645, HETI49-2624 and HETI- 09-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI44-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02-TO95 and HETI42-T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219.01) Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E--1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports . No.'s H%Tj 92-12,x,• HETI42-1726, HETI-02-1728, HETI- 02-1736, BIW -42-1742= JVTI42, 1763 and BETI42-1765, issued on 01/14/2003, all signed and swdd •by Raf I- E. Dret -• • • Seda, P. E. ...... (Submitted under NOA No. 03-0219.01) • .... . .. ..... ...... .... ..... C. CALCULATIONS . • • • • �• • • • • • • • 1. Anchor verification calculations and structural analysis, complying M'IrBC, vrepared by the. manufacturer, dated 12/12/02 with the latest revised dated 07/02/.10, signed:md:sea1ed7.t Thomas J. Sotos, P. E. .. ... (Submitted under NOA No. 10-0128.04) • • • 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA.) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 51h Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC- 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) t41, -,g . ��--�d shaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cowiNuED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. I1-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 0000 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2621,' JZTI-09; ... 2645, HETI-09-2624 and HET149 2646, issued by Hurricane Engitftriztg & Tgti g, Inc., 09Odated 10/22/09 signed and sealed b y Candido F. Font P. E. • • • • . � • (Submitted under NOA No.10 -0128.04) .. 00009* 6. Laboratory compliance letter for Test Reports No.'s HETI-04-199';,0. HETI44rl8964, * o o HETI-04-1896B, HETI-04-1377, HETI-02-T095, HETI-02-T" HETI-43-1253t%.* HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, �1 ET142 X763 and.... HETI-02-1765, issued by Hurricane Engineering & Testing, I*., edited 9144/03 and 03/08/04, all signed and sealed by Rafael E. Droz-Seda, P. E. 0000.. (Submitted under previous NDA No. 05-1116.06) • • : "": G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors - L.M.I.", approved on 06/06/13 and expiring on 06/05/18. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD -2003 Rev G, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (61 Edition) code compliance and update of glazing interlayer. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER).4 1 �� lshaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61 Edition) and "No finafigi iiteregt''dited 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. -Sotos, P.E.'.:..' 6666:. 606.6. • G. OTHER •••• •• • 6666 . .. 6666. 1. This NOA revises # 14-0908.07, expiring 06/05/18. • 6666.. 6666 6666. 00 0 6666 6666 6666.. 6666.. • 6666.. .. 6666.. haq L Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-4 ANCHOR NOTES - 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME ANCHOR SPACING O FRAME HEAD A SILL 145 1/2' He. Unit Width Sldelite a anchoraPaciot Swing Panel Vblth Y alll Panel VIdKi IMPACT FRENCH OUT -STING DOOR BILL OF yA7•RR14ra ITEM / DRR'G III PART / REP. DEXIUMON REIIARL4 I L-901 LII -098 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-902 LII -097 1 FRMS SILL 6063-T6 ALUMINUM 3 L-903 LII -090 2 FRMS JAMB 6063-T6 ALUMINUM 4 L-904 LII -096 2 SIDELITE JAMB ADAPTER 6063 -TS ALUMINUM 5 L-906 1 -II -092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 LII -091 1 x Panel HINGE STILE 6063-T6 ALUMINUM 7 L-905 LII -094 I x Panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 LII -095 2 x panel TOP t BOTTOM RAD_ ADAPTER 6063 -TS ALUMINUM 9 L-911 LII -085 AS REG'D. 1/4 ROUND ALUM. BEAD - 7/16' 6063-75 ALUMINUM 10 L-912 LA -087 AS REG'D 1/4 ROUND ALUM. BEAD - 3/8' 6063 -TS ALUMINUM 11 FD -624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 VWS-001 TP 32% AS REWD. Bulb Vinyl Wts'p: Tear Plastics, Inc See Material Corposltlon at Sheet 6 13 PVS-001 ■ AS REOD. VTST. 8 TOL/BOTT. RAILS Schlegel FS - 1871w. X 2101h. 14 PWS -002 o sM IAS RECD. VTS'P. 0 FRAME HEAD 6 JAMB Schlegel PB - 187'w. X .330'h IS L-910 LII -089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16. FB -619 FD -619-1 2 x panel STRIKER PLATE 6063 -TS ALUMINUM 17 FD -631 LII -096 AS REQ31 GLAZING ADAPTER 6063-T6 ALUMINUM 18 NC -001 SF -5502 2 x Panel DELTA FLUSH BOLT (• TOP k BOTTOM OF LOCK STILE) 19 FD -621-2 HC -024/025 1 SET DORM LOCK / DEAD BOLT SET KVIKSET - Series 690T COMBO 20 FD -621-2 HC -024/025 1 SET DOOR LOCK /-DEAD BOLT SET SCHLAGE - SeHos FD350 COMBO 21 FD -621-2 HC -024/025 I SET DOOR LOCK / DEAD BOLT SET DEFIANT - Serkes 831 CUM 22 ■ FS -035 AS REWR Frame Install. Screw - Head (See Notes at sheet 4 of 6) 23 ■ FS -035 AS REG% I-" Insta(L Screw- Jamb/Sill (See Notts at sheet 4 of 6) 24 • FS -026 8 FRAME ASSEMBLY SCREW •12 X 3/4' PH.-PHL 25 ■ FS -012 AS REQg1 JAMB ADAPTER SCREW 010 X 3/4' P.H.-PHI. 26 FD -634 LII -171 AS REQ'D, 1/4 ROUND ALUM HEAD - 11/16' 6063 -TS ALUMINUM 27 ■ FS -043 8 GLAZING ADAPT. ATTACH. SCREW I8 X 1 1/4' FH. -PHO. 28 ■ FS -049 2/Panel Double Roll Assewbly Scree 3/8'x2 1/4' Hex Sc"w 6 Nut 29 ■ r AS REG'D. NEUTRAL CURE SILICOE Schnee -Morehead SM -5731 30 ■ ■ AS REG'D. NEUTRAL CURE SILICONE Doe Corning 899 31 r r AS REWIL NEUTRAL LURE SILICONE Tremco S-500 32 r s AS REWD. LalMnated Glass see Pg. S Dupont - Sentry Glass Plus 33 ■ ■ AS REQ11 Lardnated Glass see Pg. 5 Dupont - PVB L Soft" V 35 r HC -002 2/Panel 2/Pal PANEL ASS S Y ALUM. PLATE /2'x 2'x1B /8' 46063-T5 ALUM) 36 ■ HC -004 2/Panel Penal Ass'y Full Lenght Rod 3/8DNr2011 Rod, Plot., Flange Nut 37 ■ FS -011 8 HINGE ATTACHMENT SCREW 010 X 3/4' PH / PHI. 38 r FS -044 12 SIDELITE ATTACHMENT SCREW 010 X V PH/PHIL - (17. OC Max.) 39 HC -006 5nPO50BGt4 6/Jamb 1/2' Dia. Hat Plug -Nylon 6-6 MICROPLASTICS - Rockeell M-79 40 HC -W7 2PP087BG1 2/Pariel 7/8' M. Hoke Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 41 r HC -010 1/213LT FLUSH BOLT SEI. Plug -Nylon 6-0 SUNCOPLASTICS Inc. RackwetL M-79 42 L-913 LIE -096 AS REGD. 1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM 43 ■ ■ AS REG'D. INT FALSE APPLIED MUNTIN 125' X .022' STOCK ALUMINUM 44 L-915 FD -623 AS REO11 FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long 45 L-916 1.11-117 AS REG% FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM 46 FD -635 MC -050 1 TVD -POINT FLUSHBOLT LOCK OPTIONAL ( FOR -/- 76.0 psf OP) 47 FD -626 FD -626-1 2/Panel FLUSH BOLT GUIDE ALUM. ANGLE I t/2'x I I/2'x 1/8' Alun 6063-T5 48 FD -627 FD -627-1 2/Pene( 2 -Point Lock Belt Guide ANNE 3'x 31x 1 1/2'x 1/8' Alun. 6063-T5 49 ■ M AS REM Joint Sealant- Whtte Colored 'Purvis Ca' Supt, Seal 50 FD -638 HC- I i SET LOCK ACTIVE HANDLE 6 TRIMSET ASHLAND •W5201A-A 51 FD -637 HC- 1 SET MIILTI-POINT LOCK ACTIVE ASHLAND •W5110-STACT5 52 FD+640 HC- 1 SET LOCK PASSIVE HANDLE A TRDMSET ASHLAND 0W5201A-P 53 FD -639 HC- 1 SET MULTI -POINT LOCM( PASSIVE ASHLAND •WSUO-STPAS4 54 FD -641 HC- 2 --Panty Mult".Int Lock Bolt Gukie NYLON 6-6 Rockwell M scale 79 55 r FS- 4/GuMe t Guide Attachnent Fastener 06 x 1/2' PkL/PHIL. 56 FD -642 HC- 1 X Lock Lock Top Mount Adapter NYLON ADAPTER 57 FD -643 HC- 1 x Lock Lock Bohan Mount Adapter NYLON ADAPTER ANCHOR NOTES - 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME ANCHOR SPACING O FRAME HEAD A SILL 1). QUALIFIER SINGLE lk MULTIPLE PANELS (SHE ELEVATIONS). 2). QUAurms uNIT3 w= AND TFP7HOuT SIDPuns 3). MAX FRAME SIZE 148 1/2'w. Y 95 3/4eh. GXXO 4). MIT k INT FAM COLONIAL MUNTIN APPIM WISllJCONE. 5). QUADS SINGLE OR DOUBLE BOTTOM RAMS 6). MAX DATt1TE OPENING WIDTH a 26' 7). MAX DAYIITE OPENING BRIGHT = as 1/a' B). SBE ELEVATION AT SHEET Iof6 FOR MAX ANCHOR SPACING Q). ALL DIMENSIONS SPECMD ARE IN INCHES 10). NO HURRICANR SHUTTERS ARE REQUIRED ■1 4 DC - bG I J - -• acme pant) kiacIve panel.)N4T6: " QXXO" EXTERIOR ELEVATION NOTES: 1). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014 -5th EDITION h 2017 - 6th EDITION). 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF FBC CODE. 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE h TO BE REVIEWED BY BUILDING OFFICIAL 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES O SHEET 4 OF 6 FOR INTALIATION FASTENERS TYPE. 145 1/2' He. Unit Width Sldelite a anchoraPaciot Swing Panel Vblth Y alll Panel VIdKi ' r(33 13/16' max.) A (35 3/16' max. 5' LIMITATIONS: e _ i) Glass Types A. B. C do D. �Q-.T (SEE LOCATION DETAILS O SHEET 3 OF�� 2). MAX. DP - t76 PSF W/ 2 -Point Lock (olive)+ (2) Surface Bolts at Inactive • THOMAS L ROTOR • �• • 3): MAX!& - ±76 PSF W/ net SIO h must be used where water Infiltration Is PROFESSIONAL ENGINEER • !�tisle�• FL MIC. /,66,E86 • •• • • • • • • no required or opening is protected by overhang rata greater than ane. •i)•�►))/DMtP■ tae PSWW/ Multi -Point Lock at Inactive =too= w ! /2E/10 ��N(1-alive)+(1-passive) a 1 8501 NW 90th St. �GQtF';O�yi�y MEDLEY, FLORIDA 33166 'S * i 3 "bland Yalt-Petat Mack Ot/B7/!1 ge91■■e ta: mPV w/ 2010 PEC Ee�sad compo / 8014�L• (305) 696-8660 LAA81tt7U"A UP QIZAU l ALU MMS I/MMWS IND W"S "M rw.r a.� r..t a>ri.ww NerriAu•ie rnav sr..a ' TIrfp -ply &D17 00 FRENCH DOM t OF e w.wa ■w• e1.Ea w" • • • 96! 'cpr" ji •r'I)g iPorte" Impact" French Out -Swing Door ""' �• Nelson Ernst /20AW- • A E OF ,' fur ,•`2q.. 1pP C'.l; � a.IL& Anwware AMJen FD -2003 aewiew Aeeet G E 10 T FT 3 ALTERNATE BOLT NS AT SHEET e / \ 25' Max. DLO Width J / \ N J o sM 0 = m Active Inactive m x x3 I� d o w z J m .� o c x Sidelite x "- B 2 / TEAT SHBOLT EET Side t g lite 2 7 5 1y F/ 6' max, ac. 1). QUALIFIER SINGLE lk MULTIPLE PANELS (SHE ELEVATIONS). 2). QUAurms uNIT3 w= AND TFP7HOuT SIDPuns 3). MAX FRAME SIZE 148 1/2'w. Y 95 3/4eh. GXXO 4). MIT k INT FAM COLONIAL MUNTIN APPIM WISllJCONE. 5). QUADS SINGLE OR DOUBLE BOTTOM RAMS 6). MAX DATt1TE OPENING WIDTH a 26' 7). MAX DAYIITE OPENING BRIGHT = as 1/a' B). SBE ELEVATION AT SHEET Iof6 FOR MAX ANCHOR SPACING Q). ALL DIMENSIONS SPECMD ARE IN INCHES 10). NO HURRICANR SHUTTERS ARE REQUIRED ■1 4 DC - bG I J - -• acme pant) kiacIve panel.)N4T6: " QXXO" EXTERIOR ELEVATION NOTES: 1). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014 -5th EDITION h 2017 - 6th EDITION). 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF FBC CODE. 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE h TO BE REVIEWED BY BUILDING OFFICIAL 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES O SHEET 4 OF 6 FOR INTALIATION FASTENERS TYPE. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 00" • •• •• ••• • • ••• • • 8). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL RIND"CFItEVIM r490plI ■0wilytkeflopm LIMITATIONS: Aoftpis000 No 17^/211.07 _ i) Glass Types A. B. C do D. �Q-.T (SEE LOCATION DETAILS O SHEET 3 OF�� 2). MAX. DP - t76 PSF W/ 2 -Point Lock (olive)+ (2) Surface Bolts at Inactive • THOMAS L ROTOR • �• • 3): MAX!& - ±76 PSF W/ net SIO h must be used where water Infiltration Is PROFESSIONAL ENGINEER • !�tisle�• FL MIC. /,66,E86 • •• • • • • • • no required or opening is protected by overhang rata greater than ane. •i)•�►))/DMtP■ tae PSWW/ Multi -Point Lock at Inactive =too= w ! /2E/10 ��N(1-alive)+(1-passive) a 1 8501 NW 90th St. �GQtF';O�yi�y MEDLEY, FLORIDA 33166 'S * i 3 "bland Yalt-Petat Mack Ot/B7/!1 ge91■■e ta: mPV w/ 2010 PEC Ee�sad compo / 8014�L• (305) 696-8660 LAA81tt7U"A UP QIZAU l ALU MMS I/MMWS IND W"S "M rw.r a.� r..t a>ri.ww NerriAu•ie rnav sr..a ' TIrfp -ply &D17 00 FRENCH DOM t OF e w.wa ■w• e1.Ea w" • • • 96! 'cpr" ji •r'I)g iPorte" Impact" French Out -Swing Door ""' �• Nelson Ernst /20AW- • A E OF ,' fur ,•`2q.. 1pP C'.l; � a.IL& Anwware AMJen FD -2003 aewiew Aeeet G ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 00" • •• •• ••• • • ••• • • 110 7/8' Max LWt VIdth 9 SEE ALTETNMTE T Swire OPIIOIIS AT Penal Vldth 3 of B "0X0""0X0" E�VATION 73 5/16' Ila, LWt Width Sring AT SEI s � I I'II Panel dM of 0 t 3 3/16' ox A 'SNI C^ 23 Mnx DL I Vidt 'I D� I C I/ T/ HD68t • I IF 5 N Ac flute 1 11 3/16' 114 H I T_117 1 71 \ "0X0""0X0" E�VATION SEE AS AT SH BOLT OPTIONS AT SHEET S ofd "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR E O.C. MAX. SPACING AND LOCATIONS. 2. FA�5TEN&ET4Yp0F 6 FOR INSTALLATION 74 1/2.' Max Wit Vldth 38 5/8' Mnx 38 5/8' Max LT SEE ALTERMAIE BOLT 11Ni Width TNATE T l►et WkIth Sideitte Panel WWth A SOPo{1 AT SfEET S o/ 8 A S 33 131 VI Itax. II I Irv,1 1 I i 1) 73 5/16' Ila, LWt Width Sring AT SEI Ilm. F81118/� 1CtOAL 8� (IXC) Panel dM of 0 t 3 3/16' ox A N 23 Mnx DL I Vidt DP (PI ) (SGBS GL638 GI�88 TYPE '8' TYPE 'C' TYPE 'D +/-(1S►) +/-( ) +/-(�) C I/ T/ HD68t • 10 1/4 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' D 1t 5 _* 1 11 3/16' � I I \ � "°M111. a McK P N 5 +86.0 123 3/16' ±76A ±76.0 +760 5 ±8610 129 3/16' +76.0 +76.0 mg al 5 186.0 31 3/16' ±76A ±76.0 Co ' 0 ctE x� _� 5 _+864 35 3/16' ±76A +76.0 N •A u 6 = w X ? r S it 3/16' ACtJ +176.0 i Ct14e Ac�.�Qe N 6 ±86.0 23 3/16' ±76.0 ±76.0 I N Active 6 ±864 29 3/16' ±76.0 ±76.0 Ct1Ve II 6 ±864 31 3/16' +760 I 8d 6 1 +864 135 3/16' +760 H I II a II SEE AS AT SH BOLT OPTIONS AT SHEET S ofd "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR E O.C. MAX. SPACING AND LOCATIONS. 2. FA�5TEN&ET4Yp0F 6 FOR INSTALLATION 74 1/2.' Max Wit Vldth 38 5/8' Mnx 38 5/8' Max LT SEE ALTERMAIE BOLT 11Ni Width TNATE T l►et WkIth Sideitte Panel WWth A SOPo{1 AT SfEET S o/ 8 A S 33 131 VI Itax. II I Irv,1 1 I i 1) 145 1/2' Max Uret VMth Ilm. F81118/� 1CtOAL 8� (IXC) SEE ALTERMM 80LT SlCle(lte SO M06 AT SHEET Sring r33Pt3/16 a A ( 3Wktth 5 3/16 max. 7 N 23 Mnx DL I Vidt DP (PI ) (SGBS GL638 GI�88 TYPE '8' TYPE 'C' TYPE 'D +/-(1S►) +/-( ) +/-(�) C I/ T/ HD68t • 10 1/4 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' D 1t 5 ±861) 1 11 3/16' II II ±760 � "°M111. a McK P N 5 +86.0 123 3/16' ±76A ±76.0 +760 5 ±8610 129 3/16' +76.0 +76.0 mg al 5 186.0 31 3/16' ±76A ±76.0 Co ' 0 ctE x� _� 5 _+864 35 3/16' ±76A +76.0 N •A u 6 II it 3/16' i / �o +176.0 C 6 a° _ 1Eil00 Ac�.�Qe N 6 ±86.0 23 3/16' ±76.0 ±76.0 I N Active 6 ±864 29 3/16' ±76.0 ±76.0 Ct1Ve II 6 ±864 31 3/16' +760 I 8d 6 1 +864 135 3/16' +760 H i II a II SEE AS AT SH BOLT OPTIONS AT SHEET S ofd "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR E O.C. MAX. SPACING AND LOCATIONS. 2. FA�5TEN&ET4Yp0F 6 FOR INSTALLATION 74 1/2.' Max Wit Vldth 38 5/8' Mnx 38 5/8' Max LT SEE ALTERMAIE BOLT 11Ni Width TNATE T l►et WkIth Sideitte Panel WWth A SOPo{1 AT SfEET S o/ 8 A S 33 131 VI Itax. II I Irv,1 1 I i 1) �7E BOLT ")a" ELEVATION6 SYEET "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. KC, letoH�uCiYLYI� •e aMP�ly tdlli A0110M11b, �� - x� •014 .N NMP 1 RI_ BOLT 3 of 0 AT �7�T "X" ELEVATIO `-OSKAT STTE1EEf T 1 S of6 N "0" ELEVATION 'LPorte' WALT FMCH OUTSWI NG DOOR - DEIDGN LOAD CHART Ilm. F81118/� 1CtOAL 8� (IXC) NOIR OF ANCBOEB /AM II 23 Mnx DL I Vidt DP (PI ) (SGBS GL638 GI�88 TYPE '8' TYPE 'C' TYPE 'D +/-(1S►) +/-( ) +/-(�) C I/ T/ HD68t • 10 1/4 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' D 1t 5 ±861) 1 11 3/16' +76.0 +76.0 ±760 5 ±86.0 117 3/16' +76.0 +76.0 +760 5 +86.0 123 3/16' ±76A ±76.0 +760 5 ±8610 129 3/16' +76.0 +76.0 mg al 5 186.0 31 3/16' ±76A ±76.0 5760 5 _+864 35 3/16' ±76A +76.0 +760 •A 93' r(6) 6 II it 3/16' ±76.0 +176.0 ±76.0 Ac�.�Qe +760 6 ±86.0 23 3/16' ±76.0 ±76.0 ±760 6 ±864 29 3/16' ±76.0 ±76.0 i/ 6 ±864 31 3/16' +760 . �°w. N.�.�` FD -2003 6 1 +864 135 3/16' +760 H i �7E BOLT ")a" ELEVATION6 SYEET "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. KC, letoH�uCiYLYI� •e aMP�ly tdlli A0110M11b, �� - x� •014 .N NMP 1 RI_ BOLT 3 of 0 AT �7�T "X" ELEVATIO `-OSKAT STTE1EEf T 1 S of6 N "0" ELEVATION 'LPorte' WALT FMCH OUTSWI NG DOOR - DEIDGN LOAD CHART Ilm. F81118/� 1CtOAL 8� (IXC) NOIR OF ANCBOEB /AM DP 1f88 2YP6 'A' k 'E' +/-(PSF) P1Nm. ��' (QTCI$8) MU • DP (PI ) (SGBS GL638 GI�88 TYPE '8' TYPE 'C' TYPE 'D +/-(1S►) +/-( ) +/-(�) •mTH • HD68t • 10 1/4 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 77' rt5> 5 ±861) 1 11 3/16' +76.0 +76.0 ±760 5 ±86.0 117 3/16' +76.0 +76.0 +760 5 +86.0 123 3/16' ±76A ±76.0 +760 5 ±8610 129 3/16' +76.0 +76.0 +760 5 186.0 31 3/16' ±76A ±76.0 5760 5 _+864 35 3/16' ±76A +76.0 +760 101/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' r(6) 6 +B6.0 it 3/16' ±76.0 +176.0 ±76.0 6 +B64 17 3/16' +76.0 +76.0 +760 6 ±86.0 23 3/16' ±76.0 ±76.0 ±760 6 ±864 29 3/16' ±76.0 ±76.0 ±76.0 6 ±864 31 3/16' +760 . �°w. N.�.�` FD -2003 6 1 +864 135 3/16' +760 ••• • • • • ••• • • • • • • • • • • • • ••• •• •• • • • •• •• • • • • ••• • • • • • • -r •• • • • • • • • • PANEL HOST MEET APIRJCABIE RECILLIN /ENTS PER BUILDING CODE PARIE10 EIS INIIICATES f OF ANCHORS AT FFAME a-618. l'HO ►ESS[ON1L SNCDNBBR • • • • • • • • • PL # 66226 • • • • • • • 990 • y;_;,r �,.+ .. Reviled to oempq w k ■ • 8501 NW 90th St. A WS ON •.a�•;a�j hm"ted Olen 01/22/10 MEDLEY, FLORIDA 33166 s •'. Ashland Malt -Point Lock 01/27/11 (305) 696-8660 * y J -i -d te� ompy w/ 2010 PDC comply / 2otA1�d A4INUPACTURSR OF YQALW ALUMMIMN KNDOFS AND CLOS DOORS P.t a., r.as raM•.R m.f.ylarc n...= yeenply lz • NDA w wrAcr F111WN am z e e A OF ; ��: � `'""• elssn of'ifi :"I;t forte" Impact" French Out -Siring Door • `O ��c�,� •... eta• Neiw lase "1720/1 2 1• 1pa,R♦` dtalw n.te. . �°w. N.�.�` FD -2003 ••• • • • • ••• • • • • • • • • • • • • ••• •• •• • • • •• •• • • • • ••• • • 1 V+' 3/16' TAPCON V/ 1 1/2NON EMBER (SEE NOTES BEL17V FOR SPACING) ,}--2 x (P,TJ WOOD BUCK �� i----1/4• MAX SHIM TYP. MULLION Skiellte DLO Width 14 F- Pnnet el W Width 1P O O MIN EMBED. TYP 18 � Active OP!>t>DOR 8� unema � Inactive Active Inactive • 18 18 / F sm / 1 II76H[aB 8IDP E3 L_J E4 L_J LACK STIIES WITH FLUSH BOLT IACH STILES WITH TWO-POINT LOCH & FLUSH BOLT INTERIOR SIDE EXTERIOR ME Active a 6' -print I i I 1 �O-POINT MULTI -POINT MAX. DP - t76 PSF MAX DP - t86 PSF OPTIONAL LACK DETAILA • PHOPB99I # ;�[Q1N1O3t • R 6 µ27Aiy A X ~?St` � T0t.” Rapt •. )sae z ICA TEEltOF c�W V 1 2 ••• • • 1 1/E' MIN EMBED. INTERIOR SIDE 21 ANCHOR O.C. MAX, SPACING AND LOCATIONS. EVATN AT Sltt SILL (SEE NOTEWOOD 3, SHEET 1) FHeight LOCK STILE 3 15 16 MULLION 4 JAMB .. «•�. . r•�' 1 F' MIN EMBED WTO 6 17 6 38 3500 PSI CONC. (TYPJ 36 17 •• 111/2• � EimPEI ON v/ (MRI. EDGE Wt.) I NO •• FOR LOCATIONSPACING) OPTIONAL - DOUBLE RAIL DD BOTTOM Active a 6' -print I i I 1 �O-POINT MULTI -POINT MAX. DP - t76 PSF MAX DP - t86 PSF OPTIONAL LACK DETAILA • PHOPB99I # ;�[Q1N1O3t • R 6 µ27Aiy A X ~?St` � T0t.” Rapt •. )sae z ICA TEEltOF c�W d 4 --7pfy f/_&017 q& • NOD. iF--*AL --- -- --a1AACT - HIEMCN 00011 — 3 of • 'nje7, e ass*11 6 L7• f I- forte" Impact" French Out -Swing Door '"•Nwoa araad �ry`1 /20/12 • ea.m n.t.a. t+a... lar,we w..av ALwr' FD -2003 AR ""I O ••• • • 5/16• TAPCON V/ ••• • • 1 1/E' MIN EMBED. INTERIOR SIDE ANCHOR O.C. MAX, SPACING AND LOCATIONS. EVATN AT # 78 (SEE NOTEWOOD 3, SHEET 1) SHEETLI OF 6 FOR LOCK STILE 3 15 16 MULLION 4 JAMB - - 46 7 Inactive 6 6 17 6 38 36 17 •• 12 Sldellte 12 23 / Active •• Inactive •' I L L i// • • Edge �Fi 18 • 12 1/iighsill 12 9 10 14 9 10 14 1 1 ,. . i �. �ti , .'•. •': 1 (N EMBED. INTO �, OEXTERIOR SIDE D O 3/4• C2 MAX SHIM O 3500 PSI CTNC. (TYP.) ,� 1 VY 10ETMB 0.� V/ 1 1/4' 11= D ( SEE DETAIL E3 FOR NOLNTING LOCATION) FLUSH HOLT & (1RL EDGE OLSr.) 23 FLAT SILL NOT& TAO -POINT LACK LWTATIONS: UNIT WIDTH 1). MAX DP - t86 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psF DESIGN LOAD AND MINEMBED„. d 4 --7pfy f/_&017 q& • NOD. iF--*AL --- -- --a1AACT - HIEMCN 00011 — 3 of • 'nje7, e ass*11 6 L7• f I- forte" Impact" French Out -Swing Door '"•Nwoa araad �ry`1 /20/12 • ea.m n.t.a. t+a... lar,we w..av ALwr' FD -2003 AR ""I O ••• • • ANCHOR NOTES: ••• • • 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX, SPACING AND LOCATIONS. ) 18 # 78 2. E SHEET 4 OF 6 FOR INSTALLATION ASTENERS TYPES. %/ /// • 3 � tolmCfRomm Active OPTIONAL HOLT Inactive •TOP RAIL � ,reratBlrroh. Casa 7ve �� 5 ,7 B1Ne - Sig 7NT�nR >mB • •• •• / Active •• Inactive ••• i// • • 45 • • 12 1/iighsill IB# 18 (*) OPTIONAL SILL ,. . i �. �ti , .'•. •': 1 (N EMBED. INTO 3500 PSI CTNC. (TYP.) ,� 1 VY 10ETMB 0.� V/ 1 1/4' OPTIONAL BOLT • BOTTOM RAIL ( SEE DETAIL E3 FOR NOLNTING LOCATION) FLUSH HOLT & (1RL EDGE OLSr.) 23 FLAT SILL NOT& TAO -POINT LACK LWTATIONS: _(') DOORS 6 SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. 1). MAX DP - t86 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psF DESIGN LOAD AND Surface Bake & Gloss Types A. B, & C. 2)! W. ••r±76� N/ Pok* • MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE EXTERIOR OPENINGED WITHCEILING OR i : Lock yctive�=2) :uA�ce O:rwcBve OVERHANG THAN OR TO THEE HEIENNDED GHT IF' THE WALL WHERE THE DOOR IS LOCATED. tNa ••••• to aompkr ,w k a d 8501 NW 90th St. d Glap Al -LA WSON /2 MEDLEY, FLORIDA 33166 Mult-Point fact 01/27/11 N - (305) 696-8560 to oomply w/ 2010 RBC YANEWACMUrR air OOALMY ALLOW" VMWVS AAW CUSS DOORS d 4 --7pfy f/_&017 q& • NOD. iF--*AL --- -- --a1AACT - HIEMCN 00011 — 3 of • 'nje7, e ass*11 6 L7• f I- forte" Impact" French Out -Swing Door '"•Nwoa araad �ry`1 /20/12 • ea.m n.t.a. t+a... lar,we w..av ALwr' FD -2003 AR ""I O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O UNIT wililm SPACM INTERIOR SME I x (P.T.) WEED BUCK (SEE NOTE 3. SHEET 1) EE JAMB 19 20 21 LOCK STILE 39 7 n46 -4Y (1-5, Active Axl_ O UNIT wililm -5/16' TAPCON V/ 1 1/2' MIN EMBED, (TYP.) SEE ELEVATION AT SHEET I OF 6 FOR SPACING INTERIOR SIDE LOCK STILE roamcfaram 46 0001114ft 7 Active 1/,V /-5/16' TAPCON W/ (EDGE DIST.) left 11110 6OF ago"* C.I.. =D.) TY16,_ 1W., IM LOCK n3 EXTERIOR SIDE -T , VA .T�P MULL ION Actl e OR SIDE 7 LOCK STILE T -(ISEE"' WOOD .11 29 EMBED. NOTE 3, SHEET "1 46t 7 38 6 MIR EMBED!s-! NOTE 31,AT SHEET TYP ". % f 12 IF-, Active Sidelite 1/4' - MAX SHIM 1 1/4' MAX. SHIM TYP. (d G3 3 XXTEMOR ME HEAD 44 SHIM TYP. -5/16' TAPCON V/ 1 1/2' MIN EMBED, (TYP.) SEE ELEVATION AT SHEET I OF 6 FOR SPACING INTERIOR SIDE LOCK STILE roamcfaram 46 0001114ft 7 Active 1/,V /-5/16' TAPCON W/ (EDGE DIST.) left 11110 6OF ago"* C.I.. =D.) TY16,_ L J @G2*2 LOCK n3 EXTERIOR SIDE EXTERIOR SIDE (TYP.) I EXTERIOR SIDE 1 50 51 INTJRIOR SIDE roamcfaram 46 0001114ft —5/,16'. TAPCON W/ /-5/16' TAPCON W/ STILE left 11110 6OF ago"* I MIN EMBER L 1114V KI (SEE NOTES F EDGE DIST 1 1/2' MIN EMBED. SEE NOTES FOR SPACING LOCK n3 Asom"M 1 12 .0 56 7 -T .T�P MULL ION Actl e OR SIDE 7 LOCK STILE T -(ISEE"' WOOD .11 29 EMBED. NOTE 3, SHEET "1 46t 7 38 6 MIR EMBED!s-! NOTE 31,AT SHEET TYP ". % f 12 Active Sidelite 2/4' MAX. 1 1/4' MAX. SHIM TYP. (d G3 3 XXTEMOR ME HEAD 44 SHIM TYP. HEAD 13 2 13 2B i INSTALLATION FASTENERS NOTES:O *IX 12 O 8 Err= !1=7�� allCK* L41NIMLJM REQUIRED FASMNER LENGTH HEAD: 6/16" X 3 1/2* Long TAPCON( 38 Skleute Atftch.ent Sorer @ JAMB: 5/16" X 2. 3/4* Long TAPCON I?. 6 Scm" @ each sM. F J..b., MULLIONS: 5/16" X 2 1/4" Long TAPCON(-) 27 is 12 total per sidetite > 0) TAPCON INTERIOR SIDE 50 51 "2X BUCK' MINIMUM REQUIRED FASTENER LENGTH 30 31 INTERI 2 53 OR SIDE HEAD: X 3LonTAPCON(-) x, 5%16" JAMB; 1 6* X 2"1/4'p Long TAPCON(*) Yl STILE LOCK sn MULLIONS: 5/16' X 2 1/4" Long TAPCON(-) EXTERIOR SIDE'F.LCO 56 57 I j•I rAPCON RT M&CON" z Active 7 7 Inactive 5/16' TAPCON w/ 1 1/2* MIN, EMBED. x s 4 MIN - 4 C3 INTERIOR SIDE a NOTE ALL FASTENERS W/ 1 1/2' MIN. EMBEDMENT. n17 1 1/4' MIN- EDGE D15= t2�MAX- SHIM l;PACF ANCHOR YIELD 5k9i ANCHOR ULTIMATE STRENGTH Fu-17 EXTERIOR 17 Enoliftlt "1 v (@� 12 a 0 0* •All "V $ 18 • TAPCON L111NOTES MCEMM ARE MINIMIUMS 2 2 THOMO J. loffir 0 00 : : : sn El"ATION AT SHEET 1 of 6 ?OR 12 F Pitor�AMONAL BL UC., F,64klm . 0 0 0 •0 •0 •0 •*1 ANCHOR MAX SPACING AND LOCATIONS R3 13 23 12 , ".� toe, E"'s . Rewixim N*Wr. e * a 0 • ==106=9=721W 8501 NW 90th St. *LA WS ON 'C Mutt lAck 01/27/11 MEDLEY, FLORIDA 33166 (305) 696-8660 Height SKIAddand iGht -Point SILL SILL %p -.Wb a/ -0.1 • • • Pwnmzx or QUAUff ALUMIMM WDIM" A" VUSS MOSS Rrriq6* to *,on** V/ Bill Bevis*@ %ozopw 201 V `=0A - or$ I MIN EMBED TYP • I MIN EM D. INTO '3500 PS C. OF UJ Z to IV/ 1*/OW170 41111MAL WACr fRENpI DOOR -Swim , a VoftC Impact" French Out -Swing Door 16, ELCO TAPCON V/ (TYP.) P�p a--* 1 0 0 Ile I/ 1/2' MINEMBED. I 114r -• at 12 EDGE DIST.) (SM SHEET OF 6 FOR SPACIrNG) lavw- FD I "", (WN. (k (wom. EDGE DATE N IZV nts. -2003 G UNUTE ATTA0910" TORE rilOVE EIITEIimP � 1/4 9OaVS •� SIEE Dr1EHIOR SIDE Asws.T xTIE\/S Us _..� - n.KDG 1©Glnzlog Adopter ��Gl� Depth •e • LI• PNt/PMO. 9Otaose / VFAI}ERSTRIP FACE u' \\ 7f"B"� GI-- lana Typaa 'AC' _ by : (ssam mSa :°�•2(SEE TABLE V/ CING SIDELITE/IAMB ATTACHMENT DETAIL GLAZING TYPE 8 DESCRIPTION) t 4 Round 3 FRAME ASSEMBLY DETAIL Bead 9 to �QMAX SM M=n EXTERIOR SIDE SHOWN q SILL SEALANT DETAIL ° GLAZING DETAIL #1 Nm0 HEADER TO BE SEALED SROAR TO sBi I`V,t-/ UOrr a='A' - SENTRYGLASS by, Kuraray America, Inc. BOTTOM LET .IAIO 014 SMS OR SEF DRILLM SCREWS IMO METAL STRUCTURE (SEE NOTES Fae SPACING) IIS �M1M EncE mrr. '�IAua TM sm IINGE ATTACHMENT )ETAILS Amm / HAND NPK[ CEAf m tmt �V SME wrml TTACMMpIT NEX Ma A VAN* "-m"TM� PANEL ASSEMBLY DETAIL ACCM HILE COVER 014 SMS IR SELF DRILLING SCREWS D4T0 METAL STRUCTURE (SEE NOTES FOR SPACP MIN l'--ir--12 GA LGN. MIN) MIN EDGE D[ST. <fy = 36 KSI MDU E MA.LIRi , NSTEEL TUBE OR CRUIe( kh_7 1/4' MAX. SHDM TYP. 1/4' MAX. SHIM TYP. 1 V4' MIK i 5/16' ELCO TAPCON V/ 12GE ➢IST. 1 i/4' MM EDGE DIST r 1 1/2' MIN EMBED. INTO CONC I Iry 1 1/2' MIN EMBED. (SEE NOTES FOR SPACING) 2 JW Uflex PVD Tnterm 3 V8' Heai-Strenathened Gloss <SEE NOTES FOR SPACING) 3 3/16' Mnealed .940 0 A Laminated Glass b 1)u • <CONG TO BE 3 KSI MW 2 x (P.T.) 1 1/Z ' • 1 'WOOD [16FD 5 1/8' TEMPERED GLASS CK SEE GEN. NOTE E Y3) (MN. ,•N) aV (AON. rrKK DESCREP"ON W-@=AW L Dw' SaFleu PVB Itrl3 ]RevisedMMM) iT/ 20L FK • • • Bee'1006 to etM>mpr w/ 201't•PBC YISUPI179ele OP WIL17'Y ILm@/UY IW101S AND CLASS BOO" 1/8' Heat-Stengthned Gi— :. ¢ Revh" to•wrapr w/ 20177_ • NOTE, OPTIONAL INSTALLATDB( TO °Bae FRAME 1/4' MAX, SHIM TYP. DETAD.S MAY APPLY JAMB AND/M FRAME NEA➢' FRAME INSTALLATION OPTIONAL (TYP.) 1/4' MAX, SHIM TYP, DETAILS �• S�c-��P2�., B - TROSIFOL PVB by, Kuraray America, Inc. 'C' - SAFLEX PVB by Eastman Chemical Co. INTERIOR SIDE t➢ lllnsiag Adapter Glazina snem 6/16' laminated Glees &-@i-31 Types '0' or W S by : (see belo•) �r SEE TABLE V/ CCFWSPMDDG iLAZING TYPE L DESCRIPTION) I111W1 1/4-8 /4- 'g insulated Air3' w 1/e / amp. Glass MSIILATED SPACER 'rruSeal'- Glazing Read Dure Seal S.WeSaS¢Pocer . PtaNa 812 2 IZ35J tt at EXTERIOR GLAZING DETAIL #2 'D' - SAFLEX PVB by Eastman Chemical Co. 'E' - SENTRYGLASS by Kuraray America, Inc. ��aeMeais wG— "''t9$ L >�i9' s rcL NI $711++ $ + ++ GLAZING TYP . & DESCRIPTION .466' 0 A Laminated Glass by Dupont - Glass Troe, r= ONSCDOPTION DDTID. S2 1 3/16' Mnealcd =� aye• 2 JW Uflex PVD Tnterm 3 V8' Heai-Strenathened Gloss 2 Aga' SentryGlass Interlayer 3 3/16' Mnealed .940 0 A Laminated Glass b 1)u at --glass TvDe 'B' 1TBY D069Ci�f[WI D2TSD, 99 I VS' Annealed 2 JW TROSIFOL PVB Interi.VerT 4 1/4' 1NSLLATED AIR SPACE 5 1/8' TEMPERED GLASS 3 VS' Arneoted r yls .940 0 A Laminated Glass b 3olutia - Glass C rrKK DESCREP"ON W-@=AW i V8' H--t-StrengtMned Glass2 Dw' SaFleu PVB Itrl3 ]RevisedMMM) iT/ 20L FK • • • Bee'1006 to etM>mpr w/ 201't•PBC YISUPI179ele OP WIL17'Y ILm@/UY IW101S AND CLASS BOO" 1/8' Heat-Stengthned Gi— :. ¢ TYE . & DESCRIPTIONS .940 0 A Laminated Glass 1by Solutla - GIs= tri[ D6(�TIOR DSrAD. 1 1/8' Heat-Strenott—d Glass 1' ® a/4• 2 JW Uflex PVD Tnterm 3 V8' Heai-Strenathened Gloss 4 I/4' D(SLLATED AIR SPACE, 5 1/8' TENPEID GLASS .940 0 A Laminated Glass by Solnti• - Glass S 1TIIY hascrarrm DBTiH. ® Y4• y.Ny. 1 1/8' Heat -Strengthened Gloss 2 AW Sentr ass LMterin 3 1/8' Heet-Stranath-ed Glaser 4 1/4' 1NSLLATED AIR SPACE 5 1/8' TEMPERED GLASS NtaarerEwyma awe Qegl-Ifit u�e) - zL2.or JIM. 4TAf Y F7MuhNMM t:ITMT•1 • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • ••• •• ••• • • • ••• 0 0 T°-1 f Ne H.'r AAae---III •• •• HIIVOE A4iSE41HW p6'PAAt,L • • ' mom"J. smog PRO MGINl'ERII AB'Os824..,�,• • • • • • "_i FL C. 65226 • • • • • • • • 7 �..•.,' ? sej4 1(eelsioa to aompily w/ ►BC2007 &added ter-nlBtgd ®• W (\�1 /]]��\/T • 8501 NW 90th St. ®1 Gla 01/ /10 1 1• r I I�.J 7 MEDLEY, FLORIDA 33166 j ••�. Asb1-ad Yult-PMdnt L°ck 01/27/11 V (305) 696-8660 * i • ]RevisedMMM) iT/ 20L FK • • • Bee'1006 to etM>mpr w/ 201't•PBC YISUPI179ele OP WIL17'Y ILm@/UY IW101S AND CLASS BOO" Drove °Toe etas ayRNP s.M4ne/rre lba 8A44e NOD. AL • N/PACT FRENCH ODOR SOF e :. ¢ Revh" to•wrapr w/ 20177_ • �wo,tii*� /7 •"I�l goy te" Impact" French Out—Swing Door • Nd -o• 11-20 � 20 2 �• S�c-��P2�., • • n.Nx n t s. srw Awn. er..s s /I. -. FD -2003 'E ,D.3 `S/Q--L�M?�� emu • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • ••• •• ••• • • • ••• 0 0 ,4; 0n -Teem Ply k0. 3/B' MM7_ STEEL BOIT • • a3 v.• ..• S' 4j� ® IDE DommeerHedm•'A",10- 75 D4X) Specific Gravity1.45 I D492 TamilesmmBtk,Ps 1640 8 Uldeut)ampfi"% 340.0 D639 110"5® 100XflmgW.,P9 765.0 D639 I Brild m % .3 LO D-746 '2. FPLC WNW Con"Wd No. 7107-75 �j�IA \t?•��b��..� PRYSICAL • ASEM 140. DrtameferH•daea'A",10eoe 75 D-2240 Specific G,"ty L45 D•792 a 1640 D-08 Uffimale Elwptioq % � D639 MoSulm (� 100'KE1.nWcn,Fs a I OPTIONAL 46 TWO-POINT LOCK LOCK #RC -060 (+/- 76.0 psf DP) INT- LOCKI ACTIVE g p� a STEEL BOLT O 'T�� S6 I I/ g FLUSH BOLT AND 8 O TWO-POINT LOCK > 49 ANGLE GUIDE #FD -627-1 MULTI -f' NT LOCK PASSIVE '4 0 52 53 PASSIVE WWnLE 6 TRIMSET 3/8' alL 31W 0.0. STEEL BOLT STEEL BOLT Optional Multi -Point Locks (+/- 86.0 psf DP) 1.500 L124 1.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2' LONG #FD -625-1 2` SMELITE PANEL ALUMINUM PLATE 35 2" LONG /HC -002 ti - Z..... (e) 5/16' MD, SSS N/- 764 pa0) a> 31W OO SSS (./- e" pas) INACTIVE -PANEL 18 FLUSH BOLT /HC -001 076 -{I- 1 .875 .062 �I 17 �- 1.259 1 GLAZING ADAPTER #'L-910 .119 f 2.037 11 HINGE LEAF #L-908 0456 1.250 .045 HALF ROUND 42 FALSE MUNTIN /I,-919 3.5 --{ 078 50 I 7- .460 .986 LZ L 1�1.750 1 .908 II- 127 QUARTER ROUND 28 (11/10') BEADPANE, HINGE STILE ;1"-634 8 /L-907 .726 f - 4,187 --f- 80 .09a.075 QUARTER ROUND 1.750 10 (3/8' BEAD /L-912 ��.070 5.05 060 O PANEL LOCK STILE .8 I .656 7 /Ir905 1,75 __� k- 1.750 -� 1�t-III QUARTERROUND (1/4-) BEAD /L-911 .072 J 1.625 �L0.19 LF p- 6f2- I 4,000 ,072 ORAM ADAPTER #L-909 .094 FlawbN FPVC Com 0n -Teem Ply k0. 7. FPVC Bladc Compound Na 72DO-75 • • PHYSICAL v.• ..• S' 4j� ASfMNO. DommeerHedm•'A",10- 75 D4X) Specific Gravity1.45 D492 TamilesmmBtk,Ps 1640 D638 Uldeut)ampfi"% 340.0 D639 110"5® 100XflmgW.,P9 765.0 D639 I Brild m % .3 LO D-746 '2. FPLC WNW Con"Wd No. 7107-75 �j�IA \t?•��b��..� PRYSICAL • ASEM 140. DrtameferH•daea'A",10eoe 75 D-2240 Specific G,"ty L45 D•792 Teeeik Su=glk,PSI 1640 D-08 Uffimale Elwptioq % 325.0 D639 MoSulm (� 100'KE1.nWcn,Fs 765,0 D -6T8 Brit -30.0 D•745 An'0 --i O5 BOTTOM PANEL TOP & RAH FRAME JAMB /L-908 O /L-903 4.500 1.750 687 065 O FRAME HEAD 1.912 -i #L-901 _T L25� 1r .100 ,064 064 2.000 T �- 4.500 --� OFRAME SUL #L-902 F 1.912 .066 F ,063 2� is 4.500 -j O JAMB ADAPTER T,L-904 L812 4.348 ' I o.078 0 � 4A66 FRAME HEAD SHEAR PLATE $L-916 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES r,218 100 2. SEE ELEVATION AT SHEET 1 OF 6 FOR 1 ANCHOR O.C. MAL SPACING AND I.00ATIONS -1M- PRO"C F 5mvisEO Tj ± 5 ftwp4ft W M &t FbA& 4.500 45OFRAME LOW SILL /L -91e fat NOTE .�� REFER TO DETAIL '113' AT SHEET 4 3 OF 6 MAIM �j� 77FOORTADDITIONAL NOTES AND LIMITATMNS. [• /jj!/ S ® / \/ 8501 NW 90th St. i I 1 0' MEDLEY, FLORIDA 33166 5 R (305) 696-8660 Lf4NWACMAW dF QVLLn7 ALUY/N= IfNW" IAD CJI89 DOQNS ~ 6rWa+le swlaa/2r.4re fa.a. M., _ IMPACT FNOICN DOOR • OF e fit' Impact" French Out -Swing Door • ••• • • • • • • • �Mrsfils•ttay_ • • • • • • • • MOIZISIONJAL. 9 0 PBS@tG/NEBR • • ••• v.• ..• S' 4j� 9evlefon N • [k�laed t0 eompLF W/ f'BC2007 i added insu4ted Glar 01/22/10 '..:'• DSO fir • S'� .% rr AsE],,A Mult-PoInt Lock 01/27/11 Red." to 0-vil i/ 20LO FDC •` Healeedo to * -MPI; W/ 20L4:r_ • • • • s... a S E OF .' W Rmbeda to 4eompy W/ 2017 MIA a"""a • �eleon�I�aso 1 0 17 '"4 � NeLon Brazo 02 �j�IA \t?•��b��..� • • •• •• 45OFRAME LOW SILL /L -91e fat NOTE .�� REFER TO DETAIL '113' AT SHEET 4 3 OF 6 MAIM �j� 77FOORTADDITIONAL NOTES AND LIMITATMNS. [• /jj!/ S ® / \/ 8501 NW 90th St. i I 1 0' MEDLEY, FLORIDA 33166 5 R (305) 696-8660 Lf4NWACMAW dF QVLLn7 ALUY/N= IfNW" IAD CJI89 DOQNS ~ 6rWa+le swlaa/2r.4re fa.a. M., _ IMPACT FNOICN DOOR • OF e fit' Impact" French Out -Swing Door • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FD -2003 MIAMMADE ianAMT DADE COUNTY, FLORA PRODUCT CONTROL SECTION -DEPART, _6f f Of`KbGLJLAI'UR-1 AND ECUs OAHC RLSaURCE;S (RER) 118u5 SW 26 Screed Koom 2uS BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE =OE ACCEPTANCE (NOA) "-w.miamidade.Qov/economy Lawson Industries, -Inc. 8501 NAV 90" Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade Courtly Rl;R—Prod�gt`.3ontrol• • • Section to be used in Miami—Dade County and other areas where allowed by the.Authority 13avin&Ju�diction • • . . 9999.. 9999 • 9999.. This NOA shall not be. im id after the expiration date stated. below. The Miami—Oade•lftttrty Pmduc* Control. Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami=Dade Coif)1-eservrt e•rjght to: • • •: have this product or material tested for quality assurance purposes. If this product or maTenal fails too pefform irr • • • • the accepted manner, the manufacturer will incur the expense of such testing ..and 0*.*.W may in=iateb! 9.9 • 0000 9..099 revoke, modify, or -suspend the use of such product or material within their jurisdiction.. = reserve ;the right to revolve this acceptance, if itis determined by Miami—Dade County Product CartroLSedti4ia that this product � �: or material fails to meet the- requirements of the applicable building code. 9 :00606 This product is approved as described herein, and has been designed to comply with thefiorida BuiiidipqCode:* including the High Velocity Hurricane Zone. • • • DESCRIPTION: Series "43001:6300 Fin—r.rame" Aluminum Fixed 'window — L.M.I. APPROVAL DOCUMENT: Drawing No. L43004300-4201 Rev C, titled "Series -4300-6300 Fin—Frame Impact Fixed 'Window", sheets 01 through 05 of 05, dated -02/2 1/12 and last revised on Nov 21, 2017, prepared by manufacturer, sigried and sealed by Thomas J. Sotos, P. E., bearing the Mian`i--Dade-Couaty Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami --Dade County Product Control Section. 1VIISS>ELE IMPACT RATING: Large and Small Missile Impact Resistant limitations: 1. Extgrade plywood attached to wood structure, under separate review by AHJ. LABELWG: Each unit shall bear a permanent label with the manufacturer's _name or logo, city, state,, 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 theexpim-don 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 N0A -as an endorsement of any producir 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 NDA. ADVERTJ1S"E1'* NT: The NOA number preceded by the words Miami—Dade County, Florida. and followed by the expiration .date may be displayedin advertising literates. If any portion of the NOA is displayed, then it shall -be done inits 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 re -vises NOA_Na. 17-05M.04 and It of this page 1 and evidence -pages E-1, E-2 and E-3, as well as approvaldocument mentioned above. The submitted documentation was reviewed by Ishaq I. Chorda, P. E. - _.. ,• � 9999 _. LIPPROItEf) NOA N'o.17-1211.11 £zpimMn-Date:.3uiy 19,.:2022 Approval -Date: February Ol, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SURNII.TTED 1. Evidence submittedin previous files A. DRAWINGS 1. Manufacturer's- die -drawings and sections. (Subrrxitted unifier NOA No. 12--0416.10) 2. Drawing No. L430"300-1201, titled "Series --4300-6300 Fin Fram Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "B" prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.L-. 000.90 B. TESTS 0000.. Impact Fixed dates? 012/17, 9009 909999 9 90 • .. • 0000 0000.. 0000.. 1. Test reports on: 1) Large Missile Impact Teat per FBC, TAS 201-� •. • 0000. 2) Cyclic Wind Pressure Loadmg per FBC, TAS 203-�•4 •; . along with marded -up drawings and installation diagram of an arch. -'aid a reQt*gular tqg-.- .. frame fixed window, prepared by Hurricane Engineering .& Tem;Inc., Test Reports .' No.'s If -ETI -12-401-1, dated 03/14/1"2 and E ETI- 11--3362, dated03/14/12, Mj sWed and --:- sealed by Rafael Droz-Seda, P. E. • • ;0 0 :6090: 9 (Submitted .under NOA Xa. 12-0416.10) 90. •. • 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) Rater Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a circular arch fin -frame famed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HET148- 2026, dated 10/23/08, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 12-0416.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, IToading per FBC, TAS 202-94 along with marked -op draivings and instailatior diagram of a rectangular fm- frame famed- window, prepared by Hurricane Engineering. &. Testing, Inc., Test Reports No.'s HETI- 07--4379__ dated 10/23/08 and -HET=I.-08-2218A., dated 11/18/08, all .signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 12-0416. 10) 4.- Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .along with marked -up, drawings and installation diagram of a rectangular-, a circular arch - and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Int" Test Reports No.'s HETI-09� --2540; dated 09/04/09, ITI=09-2539, dated 09/04/09, HET14.9-?-5-1y9, dated {)9/04[09, HUB dated 09/04/09; -HET'1-08- 202-7, dated 10123/08, -HEET.1B -2079, dated 10/23/08, HETI-48-20-30 '. dated. 10/23/08 and HETI-082 7 8H,- dated 11/18/08, all signed and sealed by Candi -o- F . Font, P. E. -(Submittedunder NOA 1Vo.12-04.-1610) Ishaq I.. Chanda,.P. E. Product: Cont of Kxaminer IA No. 17-121'-712 Expiration Date: July 19,:2022 Appmval .Bate: February 01, 2`018 E—i Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with ERC 2014, stn edition, prepared by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Satos, P. E. (Submitted under Previous NOA Wo. 14-0908.17) 2. Glazing. complies with ASTH-E1300- 04/ 09 • • • • Y • .... ...... • • . D. QUALITY ASSURANCE • ...... .... ...... 1. Miami -Dade Department of 1?egulatory and Economic Resources age. , .. . .... . E. MATERIAL CERTC ATIONS .. ..... IFI , ...... ... ..... 1. Notice of Acceptance Into. 16411.741 issued to Kuraray America-,ftV•for tll�,.• • • • • • "Tresi&lg U _aclear,-C.learand-Color PVB Glass Interlay-ers "C4 01/19/1.7, . • expiring on 07/08/19. • • • • . • 2. Notice of. Acceptance No. 14-0423:15 issued to Eastman Chemical Campazly (WA) fob.,,,; their "Saflex-CP - Saftex and-Saflex IIP Composite Glass Interlayer; with•Mecore" dated 06/19/14, expiring on 11/11/1.8. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5t' Edition (2014), issued by manufacturer, dated 05/23,/17, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 04/11/12,. signed and sealed.by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0416.1OI 3. Laboratory compliance letter for Test Reports No.'s HE T1-48--2026, dated 1012-33108, HETI-09-2026, .dated 10/23,08, HETI-09-2539, dated 09/04/09, HETI-07-4379,. domed 10/23/08, HE.TI482218A,.dated 1.1/18/08,. HETI-09-2540, dated 09/04/09,.:HE'Tl-09- 2538, dated 09/04/09, HETI-09-253{, dated 09/04/09, HE7.I48-2:027, dated 10/23/08, HETI-08-2029; dated 10/23/08, HETI- 08-2030, dated 10/23/08 and HETI-6#T-2218B, .dated 11/1.8/08, all issued by.Tlurricane Engineering .& Testin& Inc, signed and sealed by Candido F. Font, P. E. (Submitted. under NOA No..12-0416.10) 4. Laboratozy compliance letter for 'rest Reports No.'s EM11-42-411, dated 03/14/12 and HETI-1.i 3362; dated 03/14/12, .a11 issued by Hurricane Engineering && Testin& Inc., signed. and sealed by Rafael Droz-Seda, .P. E. _ (Subr� under NOA No. .12-041-6. 10) 5. Proposal No. 07-25-77 issued by Product ControL dated 03[29/077, signed by Manua Perez, P. E.(Suhmilted under N{iA No. 32-0116 If}} 1C,L,a�,,.lLC_L�, Ishaq 1..Chanda, P. E. Product'Control Examiner NOA No. 17-12.1212 Expiration Date: July 19,2.022 Approval Date: February 01,2018 E-2. Lawson Industries, Inc. NOTICE OF ACCEP fANCE:EVI-70E ICE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 14-0908.17, issued to Lawson industries, Inc. for their Series "43W/ 6300 Fin :Frame" Alumimmm Fixed Window – -I 1ALV% approved on 11/27/14 and expiring on 0719/17. 9999 -2. New Evidence submitted. • • • • • • • • •.. 9999.. 9999 9999.. A. DRAWINGS • 1 _ Drawing No. L4300--6300--1201 Rev C, titled "Series -4300-6300 Fir�-Fta ne L*npact.Fixed : • • • •; Window", sheets 01 through 05 of 05, dated 02/21/12 and last revised MfNov 210, A+1, 00:000 0090 00 09• •w... prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. �: • •• 00 *00 0094:9 Note: This revision consist of editorial changes of FBC 1"7 (6�' Edition) code., pirip11a , • 90.0.0 B. Test 04999` 1. None. • • 9 • C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (£.ER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to EBC 2017 (61 Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. -OTHER 1. This NOA revises # 17-0531.04., expiring 07/09/22. CIL,, t . `LI �11= Ishaq-l. Ch -an -da, P. E. Product-Cotrtrol Examiner NOA No. I7-1212.12 Expiration Date: July 19, 2022. Approvai Date. February 01, 2018 E-3 SERIES-4300/6300 FIXED IMPACT WINDOW — FIN FRAME General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS of THE FLORIDA BUILDING CGDE (2014-5tn Edition & 2017-6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND Asw 1300-09. THIS PRODUCT IS IMPACT K o '0 C ° APPROVED WINDOW ELEVATIONS (L M IMPACT) RESISTANT. (SHUTTERS NOT REQUIRED) '. . (i WINDOW WIGHT WINDOW HEIGHT vDlnov 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 90 THAT THE BUILDING RESISTS THE SUPERIMPOSED (DADS IN ACCORDANCE WITH THE REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNIT'S. ANCHORS ON ALL WINDOW SIZES n I o rc o F ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) 3 M y z vtrmov vinrH LEGIF 4.) ANCHOR CONDri'ION3 NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO HE REVIEWEDBY BUILDING OFFICIAL '� = q WINDov vI]ITH vtGTH 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS ro i o y HALF-ROUND TYPKA ELNATKNJ ARCHED PICTAF WINDOW QUARTER-ROUND FI NATION TYPES TABULATED HEREIN (SEE SHEET #3 & 4), AND FOR USE WITH DOUBLE GLAZE o LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET y3 & 4). 6.) WINDOWS WITH GLASS TYPES "E, F, G. OR H" INSTALLED ABOVE 3Oft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT I2E3I3TA`NCE REQUIREMENTS (FBC Chapter 24 Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. o y m o WINDUW WIGHT0 WINDOW HEIGHT0 I IL—� vaDDv Il�tall O.) EXT. & INT. FALSE COLONIAL MUNTTNS ARE OPTIONAL & AND ARF. APPLIED W/ SILICONE . W ..z. (... f.� 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST o £ vI� WIWTH v�� 1�WK I Y�� BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR 7b WINDOW INSTALLATION. ® o- OCTAGON TYPICAL ELEVATION OIIARTFR-ROIINO FVATION t• HEXAGON TYPICAL ELEVATION 10.) APPROVAL APPLIES TO SINGLE UNITS, SIDE BY SIDE OR TOP STACKED MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAI[I-DADS COUNTY APPROVED PRODUCTS USING A MIA1,11-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 0 W 4 F•0 O 0 00 I o WINDOW HEIGHT 12.) SEE SHEET 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 0 VINDOv HEI viNDOV HEIGHT vy' � v WINDOWS ARE LM. [iLMPACT y L.—tI 75.250' MADE WINDOW WIDTH I WINDOW WIDTH I.�--J FULL R MD TYPICAL EATON COUNTY APPROVED INSTAIJATM1N FASMNIIt9 flt WINDOW FIN WIDTH g ERg NOT RE UIItED U) a AT Tesla HUD 73.000' Q tE Y i2i •_� � C S RECTANGULAR TYPr`.AI Fl NADrN RECTANGULAR SQUARE PICTURE WINDOW ELEVATION (R) 6AT MAW mu. BUCK WIDTH (h 5 AT 4 PRAIA LAI® 70,612' 'RU OIN IO" Nana / 3 ! 4. DL. OPG A TMP. ♦_ � 5 $ q ^ 6' HAX. TYP. 8 W,NIXv HEIGHT HEIGHT WINDOW HEIGHT L� NT. I I VIN AT CDRNERS z =_ PRODUCT avow / u vWINDOWHEIGHT A g Y n 4 _— IL Jl L Uo }wMYl"Idaa!! W TMP. aa��'M FI Iv %�iS/ A.aMuee� N• 17-(212.1 Z 5 g g cY yu WINDOW WI WIDTH ypOy WIDtN �{ � / D •WITRy ANe�f = r ; le-VIII-L.J ii RECTANGULAR TYPICAL D_EVATION c IARF PI - m WINDOW EVATION u�i av AI D FVAnoN - - -- bbAle hula/ • --7 ' • ' f- n - � • • • • VI HE i LEG HT. L WINDOW HEIGH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERtnED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE. AS SHOW IN • • • m [�o� EXT. i INT. FALSE CDLONIAL NUNTINS ARE APPLIED V/ n;• V/ SILICONE AND ARE ^��.: . n"�TJ�: '- •.yv �'i •'2- N O 6•"' 6►C �1 r DOTTED LINES AND OBTAINING V TIO }' AVAILABLE AS DPTIIIN4L, • • • • • Z. EST UNIT W of O WINDOW WIDTH LEGGED EYE BROW ELEVATION WINDOW WIDTH I IPI A ' TVP A1 FVATIQ ALLOWABLE LOADS FROM THOSE SHAPES. PRO DED PERIMETER FASTENERS ARE AS DESCRIBED HERON FOR SIZE AND SPACING. • • • • • -•. • ��i • • • • • •dd • • • • • • • • • • • • • • • • • • • • gl,. * ' 'i ' + • • • • • r4 ( QF •� w to I pp,``�p e a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N12' X 1 1/2' S.MS. N12 S,MS, V/ 1 1/2' N12 SN,S. W/ 1 v2' SEE ELEVATION FOR ALL WOOD BUCKS MIN, EMBEDMENT INTO WOOD. ex MIN EMBEDMENT INTO WOOD. FASTENER SPACING 1 1/2• ENGINEERED SEPARATELY CSEE ELEVATION AT SHEET N1 MIN. EMBED. L TO BE REVIEWED (SEE ELEVATION AT SHEET NI rn FOR MAX. FASTENER SPACING) Y MAX. TYP. BY BLDG OFFICIAL (TYPJ FOR MAX. FASTENER SPACING) D] SMM SPACE INTERIOR EXTER[Oi GRADE "'2" INTERIOR FINISH PERINErER CAULKING 2X WOOD BUCKS XDIST.) O O NOT BY LAWSON INDUSTRIES, IMC. SEAL BY OTHERS (TYPJ tb0 O z k - - ---- - - -- pl X INTERIOR SHIM 2 ex vt ' ti 1/4• SILICONE ADHESIVE H- t; 11 BEDDING COMPOUND". = eX LAMINATED GLASS Z a O A EXT. GRADE BALK BEDDING V Lw ? Z z y TO BE APPLIED BEHIND ® S 1 cZ� q W Z>: r= R Off" INSTAWV4DV ER (TY .) LY S PWO lK1 i� r W = q t�Virjlj WEATHERPROOF 10 W >»>vn» 4. 2 BBYIDT/ERS y� CLEAR SILICONE ADHESIVE k f 11 BEDDING COMP"ll i+ . »>a+> wro _ (UI i I"co Y FIN FRAME INSTALLATION DETAIN �/'Y.yW�yw� NNAM AV - 'Y':':;•CS.w- .e-rs.-�?, p-',,��v� [�� tali .4l�fftKt � Na !H � .:•. • � rzi EXTERIOR kz a EXTERIOR IXCAULK T. RADE O O t ve• ® 7q� Q CACAULKING NOTPERIMETER WINDOW FRAME WIDTH -LAWSON A INDUSTRIES', EXTERIOR MALL FINISH EXT. GRADE CT PLYWOODO O TO >E APPLIED BY OTHERS BY OTTERS (TY PJ BY f)T/1ERS RYPJ O V EXTERIOR w AWvAmLLN FINKSH ST ATTACHED TO tTYPJ Q' EXT.GRADE PLYWOOD 9EATH@EXPOSED WINDOW FRAME FIN T TI C SPECIFIED BY RGTB ARCHITECT BE N2 SHS WS W/ 1 1/2- 13R D.C. (EXTERIOR fOOSH OTHERS) PROTECTED WITH AN APPROVED MIN. VD. EMBEDMENT CTYPJ .L NMOISTURE WEATHER HARRIER O k D TFit000UUT ENTIRE PERIMETER OF FIN C1 WOOD FRAME INSTALLATION DETAIL BY OTHERS (TYPJ Xt. XSIR exMl 7 p�p �x � ODXC psr.) Gti ' �. . ;;..':4. L ALL WOOD BUCKS ENGINEERED SEPARATELY L TO RE REVIEWED BY BLDG OFFICIAL (TYP.) HEAD 2, WOOD BUCK AND FRAMING (NOT BY LAWSON r O iINDUSTRIES) MUST SUSTAIN LOADS IMPOSED HE i Z A BY TGLAZING SYSTEM R w 5 1 1/41 SHIM (MAX.) 10 � w ii CLEAR SILICONE ADHESIVE $ 'Si R HEDGING COMPOUND i t�orya. 3 EXTERIOR 1 T INTERIOR o R 1tl M a WINDOW INSTALLATION NOTES: 88 i7 id LAMINATED GLASS y 1. THE WINDOW OPENING MUST BE PROTECTED WITH A #$ 3 z z CODE APPROVED FELT OR MOISTURE/WEATHER BARRIER, i APPROX. 12' WIDE THROUGHWT ENTIRE PERIMETER OF THE WINDOW MOUNTING FIN, (NOT BY LAWSON INDUSTRIES) 2 1t • • • • • • • • • • • • 2. THE WINDOW FRAME FIN TO BE HACK-BEDDED W/ AN EXT. O 1Z GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FIN • • • • • • • • • BY WINDOW INSTALLER (TYR) • • • • • • • • • 1/s' MAX. • • • • • • • • • • 3. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SILL :: i:4�,:c::q,; sHIM SPACE • • • • • • • •YUCPB1TYt88Y 'tnlnaa FllBrrr�, BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK ''`.':.''. • • • • • • • • • • �'Y�wiA tfe Fiviit .,'s`'�� BY OTHERS (TYPJ :'T Q•�e EXTERIOR GRADE ABgp1H•Re N• ,04' ••.• • �i� • I7iEPI THE CAP BETWEEN THE WINDOW FRAMAND THE BUCK OR PERIMETER CAULKING �a'.a ~') 2X WOOD BUCK Ltr�k•IM•♦ta•e O b�• BY OTHERS (TYP.) p MASONRY IS LESS THAN 1/8', SHINS ARE NOT REQUIRED. 2r • • • • • • • • Is _ `�� :� ' _ '- METAL LATH ,*'�i: ex • • • BY OTHERS CTYPJ 11 �qy • • 000 • • • • • �yyqI,� HJ C) ;ri:t,, • • • • • • • • • • • tttt3333 yfF +.:; . t_y cw AN HORS NOTENOTE: STUCCO i �y� RITUIERS ..t,� �>Y, :12 S.M.& br eS W/• • • • • • • • • F ANCHORS TO BE Al2 SMS Cpl WD, SCREWS INTO WOOD, 1 1/2 MIN.�OOD EMBED • • • • WITH A MINIMUM OF I 1/2' PENETRATION INTCI 2x WOOD EXT. GRADE PLYWOOD (w+ '�1 SEE ELEVATION FOR °i "oi l '�•�O�t°; AT 12' O.C. MAX, Hr OTHERS <rYPJ rn•. err/I^ :ecett t a A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • L W 3 J WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON A: ASTM E1300-04 5 l6 LAMINATED G COMPOSITION - TYPE A I= CLAW 0, __ -DRAG, I V8' ANWALED GLASS - •� 2 6098' TROS60L. PVD bP K -.y An k , Inc. NK 3 1/D' ANNEALED GLASS 5 18 I.AYINATED OLSS COMPOSITION -TYPE H tlpl OSYB ➢DDCDIPTImi D8T1II 1 HREAT-STRENGRITEHE➢ QASS 0A 4` y Kuroroy Ann'Icn, [rc. 3 1/8' HEAT-STRENGIREIED GLASS - 7 IB LAMINATED GIASS COMPOSITIO - TYPE D RAI 0488 DmC@!p(AM -:� 1 3/16' HEAT-STREWHTENED �=-_-=__ Y 8090' TROSIFOL PV8 bP IAr KurnrA AA icn, Inc. E 1 3 3/16• HEAT -STI LAMINATED INSULATED GLLSS COMPOSITION TYPE E II1W ( DRAH. 1 IAP AIDEAlED GLASS -- --- Y Klrorn Awerlcn, Inc. __ __`® __L 3 I/D' AHDEALEII GLASS --- 4 1/4' INSULATED AIR SPACE- IAMMTED INSULATED GLASS RN DD8L7iQZI0N COMPOSITION E F DRUZ _-.-- 1 - - - I 1 1/e' ANNEN.ED GLASS - 2 0-090' SAREK PVD by, Enstnnn lTMlcnl c4 3 VD' AWCAL.0 GLASS 4 1/4' INSULATED ADR SPACE DESIGN LOAD CAPACITY - PSF LAMINATED INSULATED GLASS COMPOSITION TYPE G itDY D '/9f.0P'190N DBSAD. f 3/16• HEAT-STRENGHTENED GLASS wWWW DUCK DIMS GLASS TYPE 'A' GLASS TYPE 'D" GLASS TYPE 'D' CLASS TYPE 'IC GLASS TYPE 'l~ GL.98 TYPE 'G'k'D' WIDTH LENGTH EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT: (+) I INT. (-) EXT. (+) I INT. (-) I EXT. (+) INT. (-) 16-1 /8' 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 25-1/2" 66.00 68.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 36" 25' 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 47" 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 52-t/8' 66.00 66.00 86.00 68.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 62' 66.00 66.00 66.00 1 66.00 60.00 1 60.00 60.00 80.00 57.00 57.00 60.00 60.00 18-I/a" 66.00 66.00 66.00 86.00 60.00 60.00 60.00 6o.00 57.00 57.GO 60.00 60.00 25-1/2" 66.00 66.00 66.00 60.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 36" 37-3/6" 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 80.00 60.00 47' 66.00 86.00 68.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 52-t/8" 66.00 65.00 Oa -00 88.00 80.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 62" 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 18-1/8' 66.00 88.00 88.00 ee.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 25-1/2" 66.00 66.00 88.00 66.00 60.00 60.00 80.00 60.00 57.00 57.00 60.00 60.00 36' 49-5/8' 66.00 66.00 66.00 68.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 47' 68.00 66.00 68.00 66.00 60.00 60.00 60.00 50.00 57.00 57.00 60,00 60.00 52-1/8" 53.00 53,00 52.00 52.00 60.00 60.00 - - 57.00 57.00 60.00 60.00 62" _ _ _ _ 60.00 60.00 _ _ _ _ 60.00 60.00 18-1/8" 66.00 WOO 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 25-1/2' 66.00 x6.00 66.00 80.00 60.00 60.00 Bozo 57.00 57.00 60.00 60.00 38" 57. 0 66.00 68.00 60.00 60.00 60.00 60.00 57.00 57.00 80.00 60.00 4J' Ml 0 52.00 52.00 60.00 60.00 - - 57.00 57.00 60.00 60.00 52_1/8•60.00 60.00 _ _ _ _ 60.00 60.00 62' _ _ _ 60.00 60.00 - _ _ _ 80.00 60.00 18-1/8' 66.00 68.00 86.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 25-1/2" 66.00 88.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 36" 82" 57.00 57.00 52.00 52.00 00.00 60.00 - - 57.00 57.00 60.00 60.00 47' _ _ _ _ 60.00 60.00 - - 57.00 57.00 60.00 60.00 52-1/8" 62" - - - - 60.00 60.00 - - - - 60.00 60.00 _ _ _ _ 60.00 60.00 - _ _ _ 60.00 60.00 18-1/8' woo 66.00 66.00 66.00 60.00 60.00 60.00 1 60.00 57.00 57.00 60.00 60.00 25-1/2' 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 36' 73. 53.00 5320 52.00 52.00 60.00 60.00 - - 57.00 57.00 60.00 60.00 47' _ _ _ _ 60.00 60.00 - - - - 60.00 60.00 52-1/8" _ _ _ _ 60.00 60.00 _ _ _ _ 60.00 60.00 62' - - - - 60.00 60.00 - - - - 60.00 60.00 18-I/8" 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 $7.00 57.00 60.00 60.00 25-1/2' 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 36' 73-1/4' 53.00 53.00 52.00 52.00 60.00 60.00 - - 57.00 57.00 60.00 60.00 47' _ _ _ _ 60.0060.00 - - - - 60.00 60.00 52_1/8• - _ _ _ 60.00 60.00 L W 3 J WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON A: ASTM E1300-04 5 l6 LAMINATED G COMPOSITION - TYPE A I= CLAW 0, __ -DRAG, I V8' ANWALED GLASS - •� 2 6098' TROS60L. PVD bP K -.y An k , Inc. NK 3 1/D' ANNEALED GLASS 5 18 I.AYINATED OLSS COMPOSITION -TYPE H tlpl OSYB ➢DDCDIPTImi D8T1II 1 HREAT-STRENGRITEHE➢ QASS 0A 4` y Kuroroy Ann'Icn, [rc. 3 1/8' HEAT-STRENGIREIED GLASS - 7 IB LAMINATED GIASS COMPOSITIO - TYPE D RAI 0488 DmC@!p(AM -:� 1 3/16' HEAT-STREWHTENED �=-_-=__ Y 8090' TROSIFOL PV8 bP IAr KurnrA AA icn, Inc. E 1 3 3/16• HEAT -STI LAMINATED INSULATED GLLSS COMPOSITION TYPE E II1W ( DRAH. 1 IAP AIDEAlED GLASS -- --- Y Klrorn Awerlcn, Inc. __ __`® __L 3 I/D' AHDEALEII GLASS --- 4 1/4' INSULATED AIR SPACE- IAMMTED INSULATED GLASS RN DD8L7iQZI0N COMPOSITION E F DRUZ _-.-- 1 - - - I 1 1/e' ANNEN.ED GLASS - 2 0-090' SAREK PVD by, Enstnnn lTMlcnl c4 3 VD' AWCAL.0 GLASS 4 1/4' INSULATED ADR SPACE 5 t/Y KAT-StRENFNTENED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G itDY D '/9f.0P'190N DBSAD. f 3/16• HEAT-STRENGHTENED GLASS 2 0090' TR6SFOL PVD br Kurnrn AMrica, !rc. _ __ w -_ ---- ) 7 3 3/16' HEAT-STRENGHTENED GLASS 4 1/4' INSULATED AR SPACE 5 3/16' AN EAL- GLASS L&MMM INSUL&TED GLASS I= RVBCD>P}!ON 1 VB' ANIEA ZO GASS 2 OD90' SAFLE% PVD by E-1- 0-4-1 ca 3 t/e' ANNEALED GLASS 4 VV 24SLLATED AIR SPACE 5 3/16' ANNEALED &*S • • • COMPOSITION TYPE H Drum • • •- • • LAMP ATED 4 TYPE W SLICOHE 0.60 GLAZINGW DEPTH GLAZING TOP O CIRCULAR WDWS. & SQ./RECT, WOWS. LAN11MTm 6 NsuuTHn TYPE 'G • M GLAZING DEPTH 5 SLIGOINE LAMINAM INSLIATED GLAZIW DEM TYPE 'E It F" uNNATED3 YOtROI➢HDC TYPE '0' s=C E O.W GLAZING DFPTN AMINATED 2 HORROUm TYPE A • 6' SILICONE 0.600' GLAZIW OEPTH TYPICAL GLAZING DETADSS • • lQO�IICI�N51BA1 >K �8(I�yl•[ WII� t)1! �iM�Yi m Q6 ya�tA•q�jYDLyNo-(�%�Z�Z'�2- p 0+/9 • • • • • • • o • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 :1 x D: C'S Ck IAN DESIGN LOAD CAPACITY - PSF 5 IB LAI@IAT]iD GLASS C01m051TION - TYPE A RNTED 4 TYPE b• WINDOW DUCE DIMS CLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'D' GLASS TYPE •E' CUSS TYPE 'F GLASS TYPE ver - DVS DRRI�oN DITAa � :t VDTH LENGTH EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) DR. (+) INT. (-) EXT. + INT. I t/e• ANNEALED GLASS = _ _ - ( ) (-) EXT. (+) INT. (-) 2 Daw TRoWM PVD by' ___ __-__-� sD_Icac Q 23" 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 80.00 80.00 Kuroro Anarkq Tric - __- 3 I1W ANNEALED GLASS ` en 2D" 88.00 66.00 68.00 86.00 60.00 80.00 60-00 60.00 37.00 57.00 80.00 60.00 M c0 h O 35' 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 (L600 5 16 LAM@IATED GLA33 COMPOSPIRON -TYPE B DEPTH 4I' 15' 88.00 66.00 66.00 66.00 60.00 60.00 80.00 80.00 37.00 57.00 60.00 60.00 1SD11 GLUM DiB�@IIOR MAIL CIAZGLNG STOP N O 0 A t 47' 66.00 86.00 68.00 86.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 t Ve• NurSTRE11Ci1TE1ED GLASS _ TT O CIRCULAR WOWS. 'r 33" 66.00 66.00 86.00 88.00 80.00 60.00 60.00 60.00 57.00 57.00 60.00 80.00 2 •Kir y� _ _ _ _ 1 & SQ./RECT. WDWS. 3i M 1 aais Z Z 'u 59` 66.00 66.00 86.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 80.00 60.00 3 I1W HEAT-STROW44TEWCO GLASS 23' 88.00 86.00 88.00 68.00 60.00 80.00 60.00 80.00 57.00 37.00 60.00 80.00 NsuUT� 6 0 o C O 29' 68.00 65.00 66.00 66.00 60.00 60.00 60.00 60.00 37.00 57.00 60.00 60.00 RW 18 «IALMINAoDLA93 COMPOSITION - ! � D T1PE 'G • Hi' m C4 35' 68.00 66.00 56.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00- 60.00 _ 41" 47' 86.00 66.00 66.00 88.00 60.00 60.00 60.00 60.00 57.00 57.00 80.00 60.00 1 3/16' 4EAT-STRENGNTETED GLAS a"6' c=P SRICDNE2 DASD' TRIDSITDL PVD 6r--� _ 47' 66.00 86.00 66.00 66.00 60.00 60.00 80.00 60.00 57.00 57.00 60,00 60.00 Kunarvy Anenka, Inc. __ 53" 57.00 57.00 52.00 52.00 60.00 60.00 - - 57.00 57.00 60.00 60.00 3 3n6• NEAT-sTRENGNTLTED CLAS T -- - - - -- 59' 53.00 53.00 52.00 52.00 60.00 60.00 - - 57.00 57.00 60.00 60.00 LAMINATED INSULATED GLASS COMPOSITION E E• 23" 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 n,� DbL> t DETAIL GLAZING DEPTH 29' 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 I I/6• ANNEALED CLASS 5 35" 66.00 66.00 66.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 2 1-a PP�r,P=a Inc --'_=� y4 FF+H Cl 41" 59" 57.00 57.00 52.00 52.00 60.00 60.00 - - 57.00 57.00 60.00 80.00 3 VD• ANNEALED Gi.ASi - _ _ T - 0 i 4 V4• DISU.ATER AIR SPACE Hq _ I (�^+CI 47 53.00 53.00 52.00 52.00 60.00 80.00 - - 57.00 57.00 80.00 60.00 1 ... �D� eo.Do BD.00 - - - - 60.00 60.00 5 VHr ANNEALED CLASS Taq �c3� 80.00 60.00 - - - - 60.00 60.00 LAMINATED INSULATED GLASS H;OMPOSI110N TYPE F M � 1 0 2J' 68.00 66.00 66.00 66.00 80.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 TI'DI SDR DRAG. LAIDt1A7rD W [-� 29' 86,00 66.00 66.00 66.00 60.00 160-60- W_ 50.00 60.00 57.00 57.00 60.00 60.00 I 1/D• ANKEALED GLASS MULATED GLAZING DEPTH JS" 55.80 55.80 52.00 52.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 2 OD90• SAPLEx PVD bN y4. T1PE 'E A F' E"tnan Ch-. -- 1•� 6 41' 71' _ _ _ _ 80.00 _ _ _ _ 80.00 80.00 _ __ - _�- a 1/8• ANNEALED fLA42 I - _ __ 1 47' _ _ _ _ 60.00 _ _ _ - 60.00 60.00 4 t/v INSIXATED AIR SPA¢ T ININNTED J SS' _ _ _ _ 60.00 - _ _ _ 80.00 60.00 5 VD• HEAT-STRENGXTIE ED GLASS INOIIOUTi4C 60.00 0 - - - - nPE �60.00 60.00 LAMINATED INSULATED GLASS COMPOSITION TYPB GS1L.xAN[88.00 68.00 68.00 66.00 60.00 80.00 60.00 57.00 57.00 60.00 60.00 tm DR�ST6x DET'4¢29'66.00 66.00 66.00 66,00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 I 3n6• NUT-STRCNG47ENED 35' 53.90 53.90 52.00 52.00 80.00 - - 57.00 57.00 BO.DO 60.00 DDVD• TflOS1igL PVD brO60D•41' 73' _ _ _ _ 60.00 - - - - 60.00 60.00 KW'0�a ANn9ca. I-fLAi1NG ilI7+TX3 3/16•T-STRENG117QED CLAS 47' _ _ _ _ 80.00 _ _ _ _ 60.00 80.00 4r�3• 60.00 _ _ _ _ 60.00 60.00 5 3/16• ANNEALED GLASS I 2 S60.00 - - - - 60.00 60.00 OONDtIORc 6 C R (AMINATED INSULATED GLASS COMPOSITION - ; 23' 66.00 66.00 88.00 66.00 60.00 60.00 60.00 60.00 57.00 57.00 60.00 60.00 I 'A k 6' SILICONE ' u 29' 54.70 54.70 52.00 52.00 60.00 60.00 - - 57.00 57.00 60.00 80.00 Zt>a� �� 35' ANNEALED GLASS 83' - - - - 60.00 60.00 - - - - 60.00 60.00 2 � PVD - bl, a^° .v4• .. � 41' _ _ _ _ 60.00 60.00 - - _ _ 60.00 60.00 Eaainon CMHIICU ca 35e snv _ 47" - - - - 60.00 80.00 _ _ _ 60.00 60.00 3 V8• ANNEALED GLASS =- ---_ GLAZING DEP7X << m v ♦ 1/4• B43ULATED AIR SPACE `O'--- �Y 23' 66.00 86.00 68.00 86.00 60.00 80.00 60.00 80.00 s7.00 57.00 60.00 60.00 5 3n6• ANNEALED T ---- T�oIGAL �Iye7ING DETAILS jE 29' 95• 49.70 49.70 52.00 52.00 60.00 80.00 - - 57.00 57.00 60.00 60.00 • • • • • • • • • `a 35" - - - - 80.00 00.00 - - - - 60.00 60.00 • • • • • • • • • 11fi1111f 41" - - _ _ 60.00 60.00 - _ _ _ 60.00 60.00 • • • • • • • • • • �t5��`4u �i�fffl�I • • • • • • • CiAEy9gpy oq S' , ,..'�ijl 23" 57.00 57.00 52.00 52.00 60,00 60.00 - - 57.00 57.00 60.00 60.00 • • • • • • • • • r lq wkk at t7aAit1 ® v�''9�,. � !• 29' 107' - - -' - 60.00 80.00 - - - - 60.00 60.00 fIHDWg4'ad gpsn Pl2�' `• /'' 1• 35' - - - - 60.00 60.00 - - - - 60.00 60.00 �I�HwLa•41➢L -/z1�• 'L a. hl `'rte civ O �r y] PU 23" 33.00 53.00 52.00 52.00 80.00 60.00 - - 37.00 57.00 60.00 60.00 • 000 • • • • 4• (,GH., �5 j z'• ,y] u] 29` 119" - - - - 60.00 60.00 - - - - 60,00 60,00 • • • • •� 3s' - - - - 60.00 60.00 - - - - ao.00 60.00 • • • • • • • • • • • � ,s '�'''•, •. �W 4A rq J NOTE: • • • • • • • • • • • • • • • • ci GLASS CAPACITIES ON THIS SHEET ARE BASED ON • •� A: ASTM E1300-04 A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • % •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS AME AMD ITEM PART � QUANTITY DESCRIPTION MATERIAL REMARKS H00 lARKS vq�Aza' ;:ww.k5S" 1 L-4301 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16" GLOSS) Vt• x rtxwFRAME 6063-T6 - - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - •�r 7O npo 4 L-4204 AS REOD. GLAZING BEAD AT CIRCULAR WDWS. 6063-TS - `�\`d 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - �� I = y 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS �.` P.H. I !I Z 812-25H-357 AS READ. "TruSeal" Duro-Seal Swiggle Spacer Black - 1/4" Air Spacer FR.MF JMN W(�I � 63 s 4.mcoO V8 9 VWS-004 AS READ. 10 PWS-001 AS READ, GLAZING VINYL BULB - TEAM PLASTICS PILE WTS'P SEAL FLEX PVC Material Composition Below Zj p� 03 187" w. k .150 h. CIRCULAR W94DOWs OR MDER CORNERS . cow4 R CDNuK w 9E 00 11 DC-899 AS REOD. GLAZING SILICONE + DOW CORNINGco OR SQUARE WINDOWS 12 PL 75.6020 AS REDD. GLAZING SETTING BLOCK I SOFT PVC 1/8" X 1/8" X 2" O O o I FRAME RADIUS JOINT FRAME END CORNER z a 5 ~ k FRAME CORNER & JOINT FN.IbM FPVC Caw on-T,m"P4 Ws_In5. + I: DETAILS +. Fwa erdc CmWmmd No.7ma7dcr FRAME CORNERS, OR JOINTS SEALED WITH A COLORED PHYSCAL ASIM NO. SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR o C waam.xaaaeA,lo...a 75 D1240 SILICONE 9peedn [hairy 40 6392 'tjh L ElmmmA 1610 D639 01timYe IDo100%&1% 310.0 0639 MdWa r�100%Emgaim, PSL 7650 D6 ti' a [V O O eriru®A G i WINDOW FRAME XTR ION DET T1 S -31.0.O D-7474 6 PVC V*dt. C-W—d No.7247 � r. � ay 1 O k MYSICAL ..NO. Drto..tmHadr.w'A',10— 75 D-2240 t 2 43 310 9pmde On.:ty IA5 D792 T—U3tu4f P91 1640 Dd39 re UlnaFJ-MP!i.A % 325 0 D639 W .253 Modu100% Flapmm,P91 765.0D-09 lm(d' .040 ora0eueg _30_0 D 746 a F .062 .28f TYP. 250 391 Y 3 W i 33 s -050 TYP. _T SEE MUWON APPROVALS FOR 3/4' S.DS. MULLION TYPE, SIZE AND MAX. C .BOB .773 F- EAD, PHILLIPS. DESIGN PRESSURE LIMITATIONS. EVATIDN AND �WODUCC1zHV16EY %MrW9 y ES FOR QUANTITY 1 I//4' MAX, �y�9yy%ex%11 tYe 4>IMl.1t '•e• n ,r�i r • 8 I�,509 Z GLAZING STOPTENER SPACING) I_ SHIM Ae Z y g N FRAME HEAD/SILL/JAMB I �!-LZ�L.Z�I 5 C IOR INTERIOR (� }g ` 2 ,850.040 _1 TYP. � IW fX SEE2ELEV.SFOR SPACING 272 FRAME `"-'4664 WIND(W FRAME • •GLAZING STOP (CIRCULAR WDW.) GLAZING STOP (3/8" & 13/32" GLASS) IOR EXT MOR:do • • • • • • • • • • • ..., 3� •,•'�'!� .310NOTE: .850ow— LIS _1 .9920 050 2 TYP. THE LOWER PRESSURES OF WINDOW OR MULL SHALL GOVERN`�p 1. ALL STEEL IN CONTACT WITH • • • • • • • • • • ALUM. TO BE PAINTED OR PLATED. • • • • • • qpi° «: �' `�� 'y,`5 R1 . '-- a O b+�u U. 111 050 • 2. METAL STRUCTURES: • • • • • • • • • • • • p7 o J- 3 , TYP. (STEEL OR ALUM. 1/8• MW. THICK) • • • • • • • • • • • „�,;: o - - .684 5 .800 6 A) STEEL : Fy - 36 KSI MIN. • • • • • • • • • • • • • • • • • �., ko ' _` . �Y INSULATED GLAZING STOP INSULATED GLAZING STOP 8) ALUMINUM : 6063-TS MIN. t . (5/16" Laminated Insulated Glass) (7/16" Laminated Insulated Glass) MLTLUON & METAL STRUCTURE ATTp .HL4ANT ntMt eTt. 'rr.-^ 64° d A • • • • • • • • • • • % •• • • • •• •• ••• • • • ••• • • M AMF MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 3EPAATMENT OF REGULATORY A" ECONOMIC RESOURCES ;DyRN j 1 Rn5 SW 26 Ctreaf ncc m 20R BOARD AND CODE ADMINISTRATION DIVISION T(786).315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidRdtgov/economy Lawson Industries, Inc. 8501 NW 90`6 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade.e6tlfttiv RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by1he'Author1ty Having Jurisdiction (AHJ). 0 • _ • This NOA shall not be valid after the expiration date stated below. The Mijt�jjade Couqty Prodyet Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami-vDade Coun412 reset'iJL"': the right to have this product or material tested for quality assurance purposes! If # is proAd or material • • • fails to perform in the accepted manner, the manufacturer will incur the expense of ;net testing gnd•the AIN • • may immediately revoke, modify, or suspend the use of such product or materM Ofthin thdit1brisdictidtV •: • RER reserves the right to revoke this acceptance, if it is determined by MiSumi:-Dade Coun% Product Control Section that this product or material fails to meet the requirements of the appli� able bjkdkig code. • • This product is approved as described herein, and has been designed to comply.wh ,•the Florida. Building • •; Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision `B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E., bearing the Miami Dade County Product Control Section 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, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-1204.12 and consists of this page 1 and evidence pages B-1, E-2, E-3 and E--4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14-0908.02 MIAMIDADECOUNTY� Expiration Date: February 13, 2018 • , �� l3 Approval Date: May 07, 2015 Page 1 Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB ITTT+`.11 A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 with the latest revision `B", dated 04/15/15, signed and sealed by Thopzas 1. Soto,- B. oto;B. TESTS • 0000•• ...i 0000•• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading Y I'ItBC, TAS 202-94....: along with marked -up drawings and installation diagrM; of aV • tOumingr&. . ` SGD, prepared by Hurricane Engineering & Testing, Inch. Rest Reports No.'e... HETI-11-3269, dated 05/16/11, HETI-11-3292, dated 10f2.0/4.1, HE94-Ii 3234, •:- dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12•'41140, dated' 10/12/12, '. HETI-12-4051, dated 06/13/12, HETI-12-4053 and ; HFtih-12;496+1; dat;e`d•` 09/24/12, all signed and sealed by Rafael E. Droz--Seda, P. E.'..0 : •.. :0000: (Submitted under previous NOA No. 12-1204.12) • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203--94 along with marked up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11 3330, dated 01/16/12, HETI-12-4052, dated 07/10/12, HETI-12-4054 and HETI-12 1065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 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 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-11 3292, dated 110/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (----0 (Submitted under previous NDA No. 12-1204.12) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-1 Lawson Industries, Inc. N091 rCE OF ACCEPTANCE: 1EVIDENCE ST.JBNSITTED B. TESTS (CONTINUED) 5.. 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 0000 5) Cyclic Wind Pressure Loading per FBC, TAS.203-940...' 009006 6) Forced Entry Test, Type "C" sliding dont, trade; 1.0 -,-per FBC •; 2411.3.2.1, TAS 202-94 and per ASTM FE42' 04 along with marked -up drawings and installation diagram . pp Alurginur Sliding • •; Glass Door, prepared by Hurricane Engineering & Testir4.I0., Tett B.eport No... HETI-11-3313, dated 10/20/11, signed and sealed by Rafae4 C;•Dloz-SedV f E. --:--o (Submitted under previous NOA No. 12-1204.12) 00 00 "" 000000 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -?r:': 2) Uniform Static Air Pressure Test, Loading per. FBC, 7AS202-9.4 3) Water Resistance Test, per FBC, TAS 20W4 : • • � • 0 • 4) Large Missile Impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis) Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL•--3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916,10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916,11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/,17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass IntQtl' firs with PET Core" dated 06/19/14, expiring on 12/11/18. •.. • • • 4. Notice of Acceptance No. 14---0423,16 issued to Eastman Chenti+aal ComIlady (MAJ.;. for their "Saflex HP Clear or Color Glass Interlayers" dated;06/19/14, expiring -on �; 04/14/18. 5. Notice of Acceptance No. 14-0423,17 issued to Eastman CAriwCal Comljjigy (NfAj::. for their "Saflex Clear and Color GIass Interlayers" dated •46/19/14,Uxpiring.pn.. 05/21/16. •••••• • 6. Technical data sheet of flexible vinyl compound FPVC 72677�5 (WWta& FPLC• * • 7200-75 (Black), published by Team Plastics. Inc./ Bayshor0.yirij1 Compounds, Inc.... F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letters of no financial interest, independence, conformance and complying with FBC 2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. (Submitted under previous NOA No. 12-1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11 3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01%16/12, HETI-11-3330, dated 01/16/12, HETI-12-11040, dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI-124051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-124053, dated 09/24/12, HETI-12-4054; dated 09/24/12, HETI-124064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-3 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. ' Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI-11-3270, HETI-11-3271, HETI-11 3272,HETI-11 3274, HETI-1"275, HETI-11-3291, HETI-11-3292, HETI-I1 3307, HETI-11 3313, HETI-11-3314, HETI-11 3329, HETI-11-3330, HETI-12--4040, HETI--12-4041, HETI-12--4051, HETI-12-4052, HETI-124053 , HETI-12-4054, HETI-124064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed aril*Ualed by Rafael E. Droz-Seda, P. E. • • • • • • (Submitted under previous NOA No. 12-1204.12) ' ' • ...... .... ...... 5. Proposal issued by Product Control, dated 03/30/12, signed bylatttie D. -Gascon, P. • • �; 6. (Submitted under previous NOA No. 12-1204.12) • 7. Proposal issued by Product Control, dated 03/13/08, signed tj; Isbaq Chan j•r. E. • • • • (Submitted underprevious NOA No. 11-0518.03) • 00.0' • 8. Laboratory compliance letters issued by Fenestration Testing h atony, Inc., for Test •; Reports No.'s FTL-3078, dated 01/10/02, signed and sealed'by Ldis Fi$We&,.E" P. • • - (Submitted under previous NOA No. 021126.04 .. 0000.. 9. Laboratory compliance letters issued by Fenestration Testing Laboratol oldc., for Test • Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD 9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. Jaime D. Gascon,P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-4 �E_� 1D 2T - RP R" POCKET (LEFT POCKET OPP� 1:'011 f. Ili aFl -t62D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW NOTE /5 2D/2T — LP/RP X .. IMPACT SLIDING GLASS DOOR I y o F I SEE BELOW y� NOTE /5. 1 General Notes: 00 u1 a O C! O '7 o a• a• a• c 1 .0 .0 •Q It a• a• Vol r 3D/3T y - XXX RP or XXX SEE BELOW NOTE•/1 4%3T - XXXX or 4D/2T 'I LP-XXXX or RP-XXXX or LP-XXXX-RP �..12T] 4D/2T - LP/RP 4D/3T - LP LEFT POCKET SHOWN (NKAT! POCKET OPPOSITE) LP- XX or - Jy4IES 1) 8 OF 14 FOR RGLAZNR TO SHEETSTIO G OPTIONS AND OP CHARTS. 4D 2T - LP 2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN 31/37 FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 3) REFER- TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES, 4) PANEEL STACK E E K CONFIGURATIONS ARE REV5) FOR POCKET WALLS SEE GENERAL 3D/3T - LP NOTES !ID & 16. RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 60 •-0 o- 2D/2T - XO �21/IT- OX DOOR 114iES: 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. �1oil' !11 I I m 30/2T — OXO 4D/2T — OXXO 3 & 4 DOOR NOTES: 1) REFER TO SHEETS 5 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. SERIES: SGD-9200 .. IMPACT SLIDING GLASS DOOR y o i o General Notes: F u ° O C! O REQUIREMENTS OF THE 5th EDITION (2014) FLORIDA BUILDING CODE INCLUDING 011 i x. 11%001�;f HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. • O 0 4 -c o- o a• a• a• a• t 1 IIJ `� •p '#� '4 •apl SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND Ij 0 AS TABULATED ON SHEETS 2, 5, & 8 of 14. 4%3T - XXXX or 4D/2T 'I LP-XXXX or RP-XXXX or LP-XXXX-RP �..12T] 4D/2T - LP/RP 4D/3T - LP LEFT POCKET SHOWN (NKAT! POCKET OPPOSITE) LP- XX or - Jy4IES 1) 8 OF 14 FOR RGLAZNR TO SHEETSTIO G OPTIONS AND OP CHARTS. 4D 2T - LP 2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN 31/37 FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 3) REFER- TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES, 4) PANEEL STACK E E K CONFIGURATIONS ARE REV5) FOR POCKET WALLS SEE GENERAL 3D/3T - LP NOTES !ID & 16. RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 60 •-0 o- 2D/2T - XO �21/IT- OX DOOR 114iES: 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. �1oil' !11 I I m 30/2T — OXO 4D/2T — OXXO 3 & 4 DOOR NOTES: 1) REFER TO SHEETS 5 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. SERIES: SGD-9200 .. IMPACT SLIDING GLASS DOOR y o General Notes: T.) THIS DOOR SYSTEM I3 DESIGNED AND TESTED TO COMPLY W/ THE O C! O REQUIREMENTS OF THE 5th EDITION (2014) FLORIDA BUILDING CODE INCLUDING C A HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. • O 0 4 THIS PRODUCT IS IMPACT RESIS'T'ANT. (SHUTTERS NOT REQUIRED) : ul 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING 1Q RESISTS THE SUPERIMPOSED, LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. ;wx4 Z It 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON AIL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND Ij 0 AS TABULATED ON SHEETS 2, 5, & 8 of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE pp ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. y r� USED IN DESIGN ) 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS OF ANCHORS INTO WOOD ONLY. B.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS Y 2, 5, & 8). p 7J FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6, 7, 9, 10, �\ �J a & 11 OF 14. 8.) ELT. & INT. FALSE COLONIAL MUNTINS ARB OPTIONAL & AND TO BE APPLIED TT l f1 c W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND h G ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC 5th EDITION (2014) CHAPTER 24, 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH IDLED pppK CO I PANELS, ALL MOVINO PANELS. INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED T( PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLLON APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS 0 3, 4, 6, 7, 9, 10, &1t OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS A s o TO BE PAINTED OR PLATED AND SHALL MEET THE 20t0 FLORIDA BLDG. CODE. r N S 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 6 OF 14, REFER" TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. > t 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL 16.) POCKET WALLS SHAM BE UNDER SEPARATE APPROVAL AND TO BE n `" s REVIEWED BY THE ENGINEER OF RECORD (EOR). c qhs B LAMINATED GLASS 8 LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR 3 u LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. < 44 ai • • • • • • • • • • • • • 0111111Tftl" I, Ao N C O ,`•�' N 6i PRODUGT>cnvy�D Nwf Ub PlariAd• • dc • • �/pl �11ff ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT FT./iN. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 6/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0 (WITH STEEL) 8/0 56.7 65.0 56.7 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT FT./IN. I MAN. EXT. (+) INT. (-) EXT.. (+) INT. (-) EXT. (+) IHT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0. 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76,7 85.0 75.0 75.0 8/0 (WITH STEEL) 6/8 F76-7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 Mm STEEL) 8/0 65.0 65.0 65.0 65.0 X X X X 98 3/8" MAX. DOOR WIDTH 13 1/4- MAX. CLUSTER OF SPACING LIMITATION- TyP. A 4 ANCHORS C AT STILE ENDS McMn not to e■aaA HEAD/SILL 10 1/2" O.C. of Door, _ emallor than 60" In w th. A 6" r r --I � REMRCING 44RT AT LEFT X O 1TES: % % % 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX. -0 4- 1 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50. A MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 - 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 - 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEEP 1.) LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. BULB VINYL 17 -BULB NNYL- 7@ BULB VINYL t7 13/1L S. HEAT STREN'0 GLASS 3/18" HEAT STREN'0 CLASS J/18" HEAT STREN'D CLASS AT STREN'D GLASS 090 RRER AYER .090 PV9 INTERLAYER .090 SAFLEX HP PVB SAFLEX DuPont Sa ArrMyCIoomaa by: DuPont Butocke by: Clear or Color Glass Interlayeror Color Glass krterlayar EI. DuPont OeNemaars h Co., Ine. LU EI. DuPont DeNemours &Co:, Inc. w try: Solutio. Ina. lice Mc• •3/18' HEAT STREN'D CLASS m3/16" HEAT STREWO GLASS m 3/16' HEAT STREWD GLASS m41' HUT 4MIN'D4GLALS 9••Z Z Z••SILICONE SXJCONE Ln SILICONE ;ICO.ESCHNEE-MOREHEAO $731 SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 •HNK-MDREWAla 5761TOREMCO SPECTRUM 2 \ TR TRE'MCp SPECTRUM 2 ING 899 DOW CORNING 899 \ TREMCO SPECTRUM 2 DOW CORNING 899 \4'V! CORI•NEMOO Crn8i9 UM 2• • • • N GLA33 TYPE 'A' GLASS TYPE In, C- ARC TYPE ' GLAZING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 03 MX 42a In U g 7/16" LAM. GLASS � C� 14 W t 1 �i tE k� \ p M W M , o a D rn rn rn REMRCING 44RT AT LEFT X O 1TES: % % % 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX. -0 4- 1 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50. A MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 - 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 - 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEEP 1.) LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. BULB VINYL 17 -BULB NNYL- 7@ BULB VINYL t7 13/1L S. HEAT STREN'0 GLASS 3/18" HEAT STREN'0 CLASS J/18" HEAT STREN'D CLASS AT STREN'D GLASS 090 RRER AYER .090 PV9 INTERLAYER .090 SAFLEX HP PVB SAFLEX DuPont Sa ArrMyCIoomaa by: DuPont Butocke by: Clear or Color Glass Interlayeror Color Glass krterlayar EI. DuPont OeNemaars h Co., Ine. LU EI. DuPont DeNemours &Co:, Inc. w try: Solutio. Ina. lice Mc• •3/18' HEAT STREN'D CLASS m3/16" HEAT STREWO GLASS m 3/16' HEAT STREWD GLASS m41' HUT 4MIN'D4GLALS 9••Z Z Z••SILICONE SXJCONE Ln SILICONE ;ICO.ESCHNEE-MOREHEAO $731 SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 •HNK-MDREWAla 5761TOREMCO SPECTRUM 2 \ TR TRE'MCp SPECTRUM 2 ING 899 DOW CORNING 899 \ TREMCO SPECTRUM 2 DOW CORNING 899 \4'V! CORI•NEMOO Crn8i9 UM 2• • • • N GLA33 TYPE 'A' GLASS TYPE In, C- ARC TYPE ' GLAZING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 03 MX 42a In U g �-I � C� 14 W t 1 �i k� li In U g g 14 W s . . ......... 14 s TYPICAL ANCHORS W PAIRS SEE ELEV. FOR SPACING 1 • '2"'M4 4. ... (MIN. 3&,9ED.) 9%1.6'' 2" 'MFN.. . • ° . •' I MIN. ' . TVR TYPICAL ANCHORS W PAIRS 1' Min. hSMEEELEV.FOR SPACING dge ist. BUCK3/d (NW. EIAFD. . [� J- TYPICAL ANCHORS IN PAIRS STRUCTURE _ SEE E1iV. FOR SPACING 18 15 a N 1' Min O Edge Dist. Typ.) I 4 (EE TES FOR SPACING) 10 I ! 17 t I - L- • I _ I: I. 7/16' -LAMINATED GLASS \ • f NOTES: 1) REFER TO SHEET 2 OF 14 • • • FOR GLAZING OPTIONS AND DP CHARTS. •• I 2) REFER TO SHEET 4 OF 14 = d aO FOR HORIZONTAL CROSS-SECTION DETAILS. • I' I' 3) REFER TO SHEET 2 OF 14 W a FOR MAX. ANCHOR SPACINGS. = J METAL W n w = }} 1 ALLLUM. STEEL LBE PAJMTED OR PLATED. f Edge is 2. METAL STRUCTURES: = I I cn SEE ELEV. FOR SPACING 13MINUM : 6063-T5 MIN. (A)LIALU0.078` MIN. THICK) I I encI :N h Krn W 1 I I 1/18' or t/8' y t9 In J I I ! 5 ADHERED TO SILL SILL RISER w ,W N 10 RILLLL SILICONE II I OF UNIT N O 21 19 14 �N ^�(n A: w • •� • • 0 4 • �i PROD= REVISED [�!a •v • 2. MIAI. � ' IZM) •° • coatplyloB wkh Qn Fl, C.. P- 1/4' TAPCON or APPROVED EQUAL BY EOR Blifi l�Cbdo ' V/ 1 3/4' MIN ENDED. INTO 32 Kai Conn • 67Looeptmw Ne FROM CORNERS t SEE ELEVATION AT SHEET Nan-SMin14 Non-Malalbc - 2 OF 14 F13R MAX. SPACING TYPICAL ANCHORS IN PAIRS amt. of Minimum 5 Kai SEE ELEV. FOR SPACING M1 sda Prodlln Con TYPICAL ANCHORS IN PAIRS STRUCTURE a SEE E1iV. FOR SPACING a O c as o • a • \ • Nob C • • • •• •• • • 4 K � •• •• ••• • • • ••• 7m1 _ Z1 METAL SeL971aR ATLAGHMEe1T D1ITAU NOTB: n w = 1 ALLLUM. STEEL LBE PAJMTED OR PLATED. O. Edge is 2. METAL STRUCTURES: = TYPICAL ANCHORS INA) STEEL : Fy ••36 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.1057 SEE ELEV. FOR SPACING 13MINUM : 6063-T5 MIN. (A)LIALU0.078` MIN. THICK) h 2% Wood Beek S.b4trola or • W ood Str tura •/ (SG) MIAMI -IDE COUNTY SPacific G ly .55 min. (Typ.) APPRV MULLION y 1 SEE SEPARATE MOA if 2 a N 3 4" Min. Edge Dist. WOOD SUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or IGSONRY' min. ANCHOR OPiTONS HUD-SUL JAMB amb4dm Rdse OWL Comm" ELCO ULTRACON 1/4' 1/4' 1 3/4' 1- 2.85 Kai BUILDER 1/4' - 1 3/4' 4' 3.2 Kai MALDEX - 3/16" 1 3/4• 3' 3.2 Kai ANCHOR TYPE CHART IN BX HOOD BUCK min. ANCHOR OPTI014 BLD-9JiJ. JAMB LRmbadmaa Sd•e DLL 8t Woad ELCO ULTRACON 1/4' 1/4' 1 1/4• 1' .55 SQ BUILDEx 1/4' t/4' 1 1/4• 1' .Ss 50 SALS. (lnlo 2x) 1 /12 1 #12 1 1 1/4' 1' .55 SG 1,/4" D I I FI EX SE1 F • DRIL IN • -REINS INTO METAL STRUCTURES STEFJ.•: 1;,.* YI_N.,!(Fy - 36" KSI MIN.) AWMINUM : *18 . THI. 141F (8083-=5 Witf (SfE&L IN CPITACT•1MTHOALUMINOM 90 YE PLATED OR PAINTED) jn.40 • • • • • • • • INA�PPROWW MIAIIONS 4N0 S;IMI5PV4)• TYPICAL EDGE DISTANCE (1/4') INTO CONCRETE AND MASONRY - 1' MIN. (ELCO ULTRACON) 41/41" CONCRETE ATJ•AASONRY -4' MIN. (ITW BUILDEX) 16'7MNT0 CONCRETE AND ♦(LSONR� 3 01&.•(IIW BUILDEX) D STRUMIRE 1t MIN. • • • • OZ tqo M STRUCTUTw r3/=• 1lIN. • • • • FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I TYPICAL ANCHORS IN PAIRS SEE B". FOR SPACING •.:.� •: o ~ i Z ro q v TYPICAL ANCHORS 1N PAIRS SEE ELEV. FOR SPACING M 4j y s m MAX. IM 1/4" MAX. SHIM a 0,n q ; 4' A Tn a • Z • • • • MF:TA�, gTEUCF1iRR &TTA HMENT DET 11g'1'RUGFItrtR &TTA HMENT DET 1t. es J NOTE 1 3/4 1. ALL STEEL IN CONTACT WITHALUM. (4w. EMWO.) TO BE PAINTED OR PLATED.�.ei'i 2. METAL STRUCTURES: . T. 1'1� UC1' V%ft • • Wird �I�K PlytAB "or! il;il A) STEEL : Fyy - 36 KSI MIN. STRUCTURE (STEEL'12 G/l MW. THICK - 0.10578) iMETAL ALUMINUM : 6063-T5 MIN. �r aU ProduetC (ALUM. 0.078' WN. THICK) ,v r t� 0 w ^1 d/4• WN. E4BEDJ NOTES: 1) REFER TO SHEET 2 OF 14 F" N FOR GLAZING OPTIONS AND DP CHARTS, e `�"I� a 1CN. ANCHORS IN PAM 2) REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 1 . ELEV. FOR SPACING 3) REFER TO SHEET 3 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 • MAX C O FOR MAX. ANCHOR SPACINGS. h iHIM . 1 /4" SHIM TYPICAL ANCHORS IN PARS S EE ELEV FOR SP _ ` i : e 28Y WOOIZ BUCK woodoR �_1 I/c_� Uurn.— Onl. NOT REoo. ow 6/0 x e SIZES SSE ON SHEET 2 OF, 14 2D 2T — XO Wi] EXTERIOR ShO / ( ) DOOR WIDTH 2D/2T — OX (Reversed) MAX. •.:.� •: . Z s m • • • • es 1 3/4 (4w. EMWO.) 01:��"_• • • . T. 1'1� UC1' V%ft • • Wird �I�K PlytAB "or! il;il �r aU ProduetC • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W,j LLTc:;clrte.�sA cl ...LL OCki �O) N 196 1/4" MAX, .� _ 4�. ao o- in 0 d q a N E A JV o OXXO ;s z W e R f!] Z Q � Q W IL Q o 31 a RNi CV .r zo a Ch 4 g -a ti OXO 0, S� R O APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) ��. O A BULB v9m n F o 3/1 T STREN'0 GLASS ke, CA p .090 PVB INTERLAYER I �1 DUPONT t DONE ou ` W E.I. DuPont D•Nemoun k Co. Inc. F< $ Z Co 3/18" HEAT STREN'D GLASS W SILICONE K Y SCHNEE-YOREHEAD $731 x U $ g C a aO DOW CORNING 899 q� C N TREAICO SPECTRUM 2 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. o S 4 DOOR - TWO TRACK as 8 • "•OXXO" TYPICAL ELEVATION LAMINATED GLASS M TESTED UNIT LARGE MISSILE IMPACT • GLA99 TYPE 'H' DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. x BULB v3/1 : HEAT STREWD CLASS 090 INTERLAYER c 8 0 d DuPant-Sa.tryGloaa ly. E.1. i 4 • m y.� DuPont 0&Nantour• k Co., Inc. a' OCD 3/16' HEAT STREWO GLASS BROW TB 9B p : • • • • • ,,,``,AIti111 to,, rn SILICONE Bulla Cbao ��•�g,.••••• �� SCNNEE-MORENEAD 573t No `c, �� 'pT DOW CORNING 899 ppp�. (��• • Q •y, 6:'�� ry N TREMCO SPECTRUM a • • • • • • • 0 y C1 0 l3' j : o 40 C '� :W O:. Z..N cDo �' ••P,AN�11EL•W d(. D.LO.: • • • • • • .hc0: � •5/Y X 6/8 =/4" X 74- 4 I •4y0 X Q/8 P /4..X 76- • • AI i GLASS TYPE 'A' 4y/11 X�8/8=55-33/4r k 74-3/;f • • �A��p••• •• �� GLAZING DETAILS 3/0 X 8/0 = 44 -3/4"•X 90-3/4" • A 4/0 X 8/0 = 44-3/4" X 90-3/4" DESIGN LOAD CAPACITY ••• 13". MAX. TYP. DOOR WIDTH �� OF AT HEAD/SILL 4 ANCHORS 6" MAX. 7YP. - AT STILE ENDS �� - PSF GLASS TYPES 'A' OR '8' CORNERS ••• AHEAD/SILL DOOR HEIGHT 'T•�"• STANDARD 3II.i. 2-1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 3/6 4/0 4/6 4/11 8/8 40.7 60.0 56.7 A 1 1 , 60.0 40.7 60.0 56.7 60.0 60.0 80.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 q )/18' OVERALL LAY. GLASS 1 60.0 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/8 4/0 8/0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 fi0.0 60.0 40.7 60.0 56.7 60.0 fi0.d 60.0 1 60.0 1 =�i.�o C2 Y � w n o 1 �mao. 1 1 N N 1 Y 1 So d +�• STEEL RDr�oRaNc N 1 AS REOD. X � X � 44 3/4" MAX. HnTFs• 50" MAX. 1) REFER TO SHEETS 8 k 7 OF 14 O.L. OPG. PANEL WIDTH �. MAX FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 6 OF 14 ••• • - PSF GLASS TYPES 'A' OR '8' • • ••• PµNO�M�TM Fr./IN. DOOR HEIGHT 'T•�"• STANDARD 3II.i. 2-1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 3/6 4/0 4/6 4/11 8/8 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 80.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/8 4/0 8/0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 fi0.0 60.0 40.7 60.0 56.7 60.0 fi0.d 60.0 40.7 60.0 56.7 60.0 60.0 60.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M I I I I 0 �yOy TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING .. e... I" MRN. : n .. N TYPICAL ANCHORS W PAIRS 1 " Min. SEE EIkY. FOR SPACING dge. ViSt. X BUCK 1 3/4' d : 4 a L TYPICAL ANCHORS W PAIRS SEE ELEV. FOR SPACING "28Yk Subetrota or MKI-04DE COUNTY •/ (SO) am .55 min. APPR•D MULLION (NN. EYlEIED.) (TYP•) SEE SEPARATE NOA MttM�w �� i -' -- PRODUCT RBVTSED �� 1 -�7/16'-LAKINATED GLASS U -'E l NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. a tr w Ie In wa wLn,n o J W In S SILL or 1/8• <w M SILL RISER ED WITH N w D CLEAR SILICptd: FULL LENGTH N OF UNIT SILL ) I � EBM4" 2 < N Min. e ist. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONIC. or MASONRY min. AMMOR OPTION$ HEAD -BDL JAMB Embedmaa Edge DIaL CO.Mte ELCO ULTRACON 1/4• 1/4' 1 3/4 1• 2.85 Kai BUILOEX 1/4' - 1 3/4• 4• 3.2 KN BULOEX - 3/18' 1 3/4• 3' 3.2 Nei ANCHOR TYPE CHART IN ZX HOOD BUCK min. ANMR OPTIONS BRAD -BHC JAMB Imbedmen Edp DLt. 2z limd ELCO ULTRACON 1/4' 1/4' 1 1/4' 1' .55 SG BUILDEX 1/4' 1/4' 1 1/4' li. .55 SG S.M.S. (Into 2X) /12 {12 1 1/4• 1- .55 SG I t9 INTO METAL STRUCTURES 27 I STE": V.%A. WN. Ty - 36 KSI MIN.) 3 I AWMINUM : 4/8,T4Wf?46013 15 %litf 14 _� ® (SIE L IN Cb0:TAC`T•MTH- LUMINV 00 K PLATED OR PAINTED) 0 00 2 M Its! APPROYEO 'MUkdDNS • • • - • • • • • • • • • • • • .••.. A� sEM.sP�{• w TYPICAL CM_C MCT1NlC (1/4-) INTO CONCRETE AND MASONRY + 1' MIN. (ELCO ULTRACON) 41/4-1 Wp CONCRETE AT LOSONRY - • MIN. (1TW BUILDEX) v • .' .. : p 1' WEEP NOTCH • // 4 . •� AT EACH END ( 16'•INTO CONCRETE AND WSONRSt'3-j11i1•(fTW BUILDE'X) 01s- 3FyBED.) 4• 2'• M 1/4' •TMCDN or APPROVED EQUAL BY ISR TYPICAL ANCFNOItS • W D STRUQW@ - 10 MIN. • • • • Typ, W/ 1 3/4' MIN. EMBED. INTO 3R KzI Conc, 0 6' 2 PER CUP ~ • 39 'e ' FROM CORNERS t SEE ELEVATION AT SHEET • ByjO MF/� S�RU�h)ft€ 3/•4' .. 5 OF 14 FOR MAX. SPACING 4BRALAM, • • • • Nan-Sbrink, Non -Metallic TYPICAL ANCHORS IN PARS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL Clwl W MNlmum s Ki SEE ELEV FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • i / . i O� I ABT' 1. STRUCTURE ATTACHMENT DET TIA � .30 a 1. ALL STEEL IN CONTACT WITH a 5/4" Min. ALUM. TO BE PAINTED OR PLATED. c AgeD' tls 2• METALSTRUCTURES: KSI MIN. 1 TYPICAL ANCHORS IN PAIRS (STEEL 12 CA MIN. THICK - 0.105' SEE ELEV. FOR SPACING 8) AL "NUM : 6083-T5 CON. (ALUM. 0.078' MW. THICK) "28Yk Subetrota or MKI-04DE COUNTY •/ (SO) am .55 min. APPR•D MULLION (NN. EYlEIED.) (TYP•) SEE SEPARATE NOA MttM�w �� i -' -- PRODUCT RBVTSED �� 1 -�7/16'-LAKINATED GLASS U -'E l NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. a tr w Ie In wa wLn,n o J W In S SILL or 1/8• <w M SILL RISER ED WITH N w D CLEAR SILICptd: FULL LENGTH N OF UNIT SILL ) I � EBM4" 2 < N Min. e ist. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONIC. or MASONRY min. AMMOR OPTION$ HEAD -BDL JAMB Embedmaa Edge DIaL CO.Mte ELCO ULTRACON 1/4• 1/4' 1 3/4 1• 2.85 Kai BUILOEX 1/4' - 1 3/4• 4• 3.2 KN BULOEX - 3/18' 1 3/4• 3' 3.2 Nei ANCHOR TYPE CHART IN ZX HOOD BUCK min. ANMR OPTIONS BRAD -BHC JAMB Imbedmen Edp DLt. 2z limd ELCO ULTRACON 1/4' 1/4' 1 1/4' 1' .55 SG BUILDEX 1/4' 1/4' 1 1/4' li. .55 SG S.M.S. (Into 2X) /12 {12 1 1/4• 1- .55 SG I t9 INTO METAL STRUCTURES 27 I STE": V.%A. WN. Ty - 36 KSI MIN.) 3 I AWMINUM : 4/8,T4Wf?46013 15 %litf 14 _� ® (SIE L IN Cb0:TAC`T•MTH- LUMINV 00 K PLATED OR PAINTED) 0 00 2 M Its! APPROYEO 'MUkdDNS • • • - • • • • • • • • • • • • .••.. A� sEM.sP�{• w TYPICAL CM_C MCT1NlC (1/4-) INTO CONCRETE AND MASONRY + 1' MIN. (ELCO ULTRACON) 41/4-1 Wp CONCRETE AT LOSONRY - • MIN. (1TW BUILDEX) v • .' .. : p 1' WEEP NOTCH • // 4 . •� AT EACH END ( 16'•INTO CONCRETE AND WSONRSt'3-j11i1•(fTW BUILDE'X) 01s- 3FyBED.) 4• 2'• M 1/4' •TMCDN or APPROVED EQUAL BY ISR TYPICAL ANCFNOItS • W D STRUQW@ - 10 MIN. • • • • Typ, W/ 1 3/4' MIN. EMBED. INTO 3R KzI Conc, 0 6' 2 PER CUP ~ • 39 'e ' FROM CORNERS t SEE ELEVATION AT SHEET • ByjO MF/� S�RU�h)ft€ 3/•4' .. 5 OF 14 FOR MAX. SPACING 4BRALAM, • • • • Nan-Sbrink, Non -Metallic TYPICAL ANCHORS IN PARS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL Clwl W MNlmum s Ki SEE ELEV FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" SHIM 1111111M. O NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 6 OF 14 1/4" SHIM FOR TYPICAL ANCHORS AND NOTES 4) REFER TO SHEET 5 OF 14 MAX. �. FOR MAX. ANCHOR SPACINGS. 1 �1 I� e ---f --- SCREENS OPTIONAL — 1 r — — — OEXTERIOR 4D/2T — OXXO SCREE -4 6RI6NAL ('2 TYPMM. ANCHORS IN PARS Li' SEE ELEV. FOR SPACING EXTERIOR 3D' /2T — OXO 1 3/4' . euee•. o m � 2; e 1/4" SHIM MAX. e q ^� v x i M p' •1 s am90 A DO = o {g a RR a ' • PROI Wr REVISED g 'Sy • bi o •'yy.' ti y kgQQ� � O ONa ..7 .. F co Illy %m goat O 6 111;.r.;atii4 10 02 • • • • •.: . • • '•• C 4-. t' n O Dail Lo WO lvoo suck 2; e 1/4" SHIM MAX. �� z i s {g g 4 a ' • PROI Wr REVISED g 'Sy • m ykmwAhLhaFkW& ' : • gugd Godo 8 $ S — �• �• • Mimd obhoduaCon{ro17 111;.r.;atii4 10 • • • • •.: . • • '•• C 4-. t' n O Dail Lo i.,•',;• ui in L Z OD.l OPG. i PANEL WIDTH • • • 1 -o/•4 • J �; O r • • • • . • fill It ua a POCKET WALL a• �i �SEE.NOTE /3. TYP X -RP or LP -X () I 1 $ DP CAPACITY - PEP (E 1/4' SII].) / n Y N GLASS TYPE 'B' 3/16- HEAT STREMD GLASS a INT. (-) M. OgO pyg INTERUYER 0 3 by. SOLUM Inc. or DuPont Butocite by: E.I, aI�N DuPont DeN•moura & Co. Inc. oupont Butadb w ) lluPont-SanfryGbea by: �.I. DuPont DeNemcun & Co.. In 0 Y.'` PANEL WIDTH 1 �� a• 1 a• I � a, + � iN 6• •o afN I C r i • � � 'r d- � •d 12/0 (3DR) (W/ 2 STEEL) XX or XX -RP or LP -XX or RP -XX -LP 56.7 APPROVED APPROVED � F � Intl oRoauaContr t�v O u i 0 6 aa -0 -0 _ POCKET WALI SEE NOTE 1: (rPIXXX or RP -XXX or LP -XXX 189 3/4 TEST DOOR WIDTH w/ SINGLE dt NON -POCKET MAX. WIDTH 191 1 13 1/4" MAX. TYP. AT HEAD/SILL CLUSTER OF 4 ANCHORS B" MAX. TYP. POCKET WALL AT STILE F11D5� / �,� wrnndcu N cnRNFRs t -SEE NOTE 13. L DP CAPACITY - PEP (E 1/4' SII].) / BULB mtm 17 GLASS TYPE 'B' 3/16- HEAT STREMD GLASS 3/16' HEAT STREMD GLASS INT. (-) '1 « OgO pyg INTERUYER a} r by. SOLUM Inc. or DuPont Butocite by: E.I, aI�N DuPont DeN•moura & Co. Inc. oupont Butadb w ) lluPont-SanfryGbea by: �.I. DuPont DeNemcun & Co.. In 0 Y.'` PANEL WIDTH 1 �� a• 1 a• I � a, + (w/ -o •o •-0 N I N 8/0 i • � � 'r d- •� •d 12/0 (3DR) (W/ 2 STEEL) 3/0 X 6/8 = 31-1/2" X 74-1/4" xXxX or RP-XXXX or LP-XXXX or RP-XXXX-LP 4/0 X 6/8 = 43-1/2' X 74 -1/4 - 3/0 X 8/0 = 31-1/2" X 90 -1/4 - 56.7 APPROVED APPROVED CONFIGURATIONS X 8/0 43-1/2" X 90 -1/4 - Intl oRoauaContr ♦,\\\\\peL _ < cn j o. O oo na 0 n 0- 7/16. OVERALL IAM. GLASS 1 1 STEEL. REINFORCING 1 AS REDD. 1 a lX O 63 - X I X N X I X IN - F FI N 1 /1) 48 3/4" MAX. 43 1/2' MAX. 49 1/8- MAX. REFER TO SHEETS 9. 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. D.L. OPG. L DP CAPACITY - PEP (E 1/4' SII].) / BULB mtm 17 GLASS TYPE 'B' 3/16- HEAT STREMD GLASS 3/16' HEAT STREMD GLASS INT. (-) '1 « OgO pyg INTERUYER a} r by. SOLUM Inc. or DuPont Butocite by: E.I, aI�N DuPont DeN•moura & Co. Inc. oupont Butadb w ) lluPont-SanfryGbea by: �.I. DuPont DeNemcun & Co.. In 0 Y.'` PANEL WIDTH 1 �� a• a• a• a- � a, PANEL MAX. D.L.O.: (w/ -o •o •-0 •d �� (1/01 (S�) 8/0 a• d- •� •d 12/0 (3DR) (W/ 2 STEEL) 3/0 X 6/8 = 31-1/2" X 74-1/4" xXxX or RP-XXXX or LP-XXXX or RP-XXXX-LP 4/0 X 6/8 = 43-1/2' X 74 -1/4 - 3/0 X 8/0 = 31-1/2" X 90 -1/4 - 56.7 APPROVED APPROVED CONFIGURATIONS X 8/0 43-1/2" X 90 -1/4 - WITH 8c WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) DP CAPACITY - PEP (E 1/4' SII].) BULB 17 BULB mtm 17 GLASS TYPE 'B' 3/16- HEAT STREMD GLASS 3/16' HEAT STREMD GLASS INT. (-) 090 PVD InlerWyer SoMx CP-SoFbx d: Sotbx HP OgO pyg INTERUYER a} r by. SOLUM Inc. or DuPont Butocite by: E.I, aI�N DuPont DeN•moura & Co. Inc. oupont Butadb w ) lluPont-SanfryGbea by: �.I. DuPont DeNemcun & Co.. In 68.0 m 3/16' HEAT STREWD GLASS OONDD 3/18• HEAT SLRENb CUSS 8/0 (2DR) 2 �) SIUCONE SILICONE N 56.7 DOW CORNING 899 (w/ DOW CORNING 899 • (1/01 (S�) 8/0 56.7 68.0 GLASS TYPE 'A' GLAZING DETAILS GLASS TYPE 'B' FOR TYPICAL ANCHORS AND NOTES. 4 DOOR - THREE TRACK 3) FOR POCKET WALLS SEE GENERAL NOTES "XXXX" TYPICAL ELEVATION 115 & 18 AT SHEET 1 OF 14. TF -1 UNIT 48.0v • 68.0 ` :� ,� a •:: ••0 •0 • • •• ;r, N 0 c In LU 68.0 66.0 (")68.0 (")88.0 V c 16/0 (40R) 8/0 53.3 60.0 53.3 0 • 80.0 60.0 • :0.0 • 06?0 • • (W/ I STEEL) • • • • • 16 2 (��) 8/0 53.3 68.0 53.3 �.0 •68.0 6:.0 • 688.0 0 • • (•) 2dr/3dr DOORS MEET +76.7 $ -78.0 DP w/ 'Dupont 0.090' SGP Laminate ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DP CAPACITY - PEP (E 1/4' SII].) NOMINAL DOOR SIZES GIASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT FT./IN. Fr./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (20R) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 8/0 (2DR) 2 �) 8/0 56.7 68.0 56.7 6810 , (w/ REVIykBwh • (1/01 (S�) 8/0 56.7 68.0 56.7 "too, 12/0 (3DR) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 48.0v • 68.0 ` :� ,� a •:: ••0 •0 • • •• ;r, N 0 c In LU 68.0 66.0 (")68.0 (")88.0 V c 16/0 (40R) 8/0 53.3 60.0 53.3 0 • 80.0 60.0 • :0.0 • 06?0 • • (W/ I STEEL) • • • • • 16 2 (��) 8/0 53.3 68.0 53.3 �.0 •68.0 6:.0 • 688.0 0 • • (•) 2dr/3dr DOORS MEET +76.7 $ -78.0 DP w/ 'Dupont 0.090' SGP Laminate ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. • DP CAPACITY - PSF (S- Sus) LAMINATED GLASS GLASS TYPE 'A' GLASS TYPE 'H' LARGE MISSILE IMPACED T XT. (+) INT. (-) EXT. (+) INT. (-) REVIykBwh Nhe Florid• 68.0 68.0 68.0 68.0 a8dl•y Code�/� wvw No.Cr ' ac 68.0. • 69FO 0 je.D• • w• _ Intl oRoauaContr ♦,\\\\\peL 48.0v • 68.0 ` :� ,� a •:: ••0 •0 • • •• ;r, N 0 c In LU 68.0 66.0 (")68.0 (")88.0 V c 16/0 (40R) 8/0 53.3 60.0 53.3 0 • 80.0 60.0 • :0.0 • 06?0 • • (W/ I STEEL) • • • • • 16 2 (��) 8/0 53.3 68.0 53.3 �.0 •68.0 6:.0 • 688.0 0 • • (•) 2dr/3dr DOORS MEET +76.7 $ -78.0 DP w/ 'Dupont 0.090' SGP Laminate ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W4 O �W 1" Min. 1/4' TAPCON or APPROVED EQUAL BY EDR TYPICAL ANCHORS IN PAIRS Edge Dist. V/ 1 3/4' MIN EMBED. INTO 32 Ks, Cone SEE ELEV. FOR SPACING 9 16' FROM CORNERS t SEE ELEVATION AT 39 SHEET 8 OF 14 FOR NAIL SPACING. ♦ • -4 •dr- _ . 1 3/4. •. d u V .. ♦ ! d d; 'd A. (INN. E`4BEO.I ' • .: .t ; • • 14 • - ' . d� 161." ra .. _ . ___.-�•- _ 1 4 MAX. GAP LRLN. 11 n 17 VOGOP.TICK • a :: �! ^`•C TYPICAL ANCHORS IN PAW! SEE ELEV. FOR SPACING - C pa, 18 TYPICAL ANCHORS IN PAIRS N07'C: SEE ELEV. FOR SPACING 1. ALL STEEL IN CONTACT WITH Z C ALUM. TO BE PAWED OR PLATED. 15 2Bf Wood Buck SuSstrole 2. METAL STRUCTURES:win CLEAR 50.ICONE Wood Wood u c w u (SG) TYPICAL ANCHORS IN PAIRS A) STEEL : Fy - 36 KSI MIN. �( a B UiG CSD SPI o'X'-7Yu m n. SEE E7F/. FOR SPACING i (STEEL 12 GA. MIN. THICK - 0.105') • (TYPE/�� I `� (Ku 6063 0.0 M8••MiN. HICK)AW. (MRL €MBEO.) GLASS I NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 k 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO. SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. of U) Ln PRODUCTREVISL'D Lj ea 6aRIp1yLo8.rGr uw ri«IHu �IWn Bn9aigCbdoNo VI � ♦ N 1/8- SILLi•1 ADHERED WITH UI A1' d—w L•mlfn CLLLC�L1EAR SILICONE w 1 FULL LENGTH OF UNIT SILL U) S `: 4 •� J -1/4' TAPCON or APPROVED EQUAL BY V/ 1 3/4' MIN EMBED. INTO 3.E Ksl Cm FROM CORNERS L SEE ELEVATIW AT SM 8 11F 14 FOR MAX. SPACING. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 71HEM TO THE BUILDING 5IRl1CTl1RE- TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or Mn.2 min. ANCHOR OPTIONS BIAD-81111 JAI® l�e6adman omrate ELCO ULTRACON 1/4- 1/4' 1 3/4- .85 Kai BULDEX t/4' 1 3/4' Kai 3/4' ,2 KN ANCHOR TYPE CHART IN ZX WOOD BU CE min. CHOB OPTIONS ECAD-811L JAM EmMdInen US* DLL La: 11604 Elco ULTRACON 1/4' 1/4' 1 1/4- 1• .55 s0 BIIILOEX 1/4• 1/4- 1 f/4' 1. .55 SG S.M.S. (into 2X) I /72 /12 1/4" DRI FI EYc F ORI 1 IN • SCREWS INTO METAL STRUCTURES STEEL : 12. 2A. MIN. (Fy - 36 KSI MIN,) ALUMINUM : 1/0 Nk. PI"N'.� (8088-T5 ♦UN41 • • (STEEL IR CONTACT WITH •L mitiM. 0 %E JILA}ED OR PAINTED) INTO APPMVED +lyl+.lokoo V SPNCB4 e • TYPICAL EDGE DISTANCE • • • • (1/4') INTO CONCRETE AND MASONRY - I. MIN. (ELCO ULTRACON) (1/4'),INTO•CgjCRETE AND D MASONRY - 4- MIN. ((TW BUILDEX) (31?8-)R TO CONCRETE;AND M&"Y - 3• MIM. (f% BUILDEX) INTCP jft STRUCTURE s•1• MIN• • • • INTO MFJAL SrVCTARE d 3/14'014. • • • • • • • • • SEAIATSi • • • • • • • • FRAME AND VENT CORNERS* AND•INSTALLATION SCR9RS AT SILL SEALED WITH WHTE/ALUMINUM COLORED SEALANT. I -GAGE COUNTY t'D MULLION SEPARATE 1404 h r -i Y i2 �$ C c a v z ap ")•o .y a c c') m 3 a V CS ul _ at< S n q A O N 18 TYPICAL ANCHORS IN PAIRS N07'C: SEE ELEV. FOR SPACING 1. ALL STEEL IN CONTACT WITH Z C ALUM. TO BE PAWED OR PLATED. 15 2Bf Wood Buck SuSstrole 2. METAL STRUCTURES:win CLEAR 50.ICONE Wood Wood u c w u (SG) TYPICAL ANCHORS IN PAIRS A) STEEL : Fy - 36 KSI MIN. �( a B UiG CSD SPI o'X'-7Yu m n. SEE E7F/. FOR SPACING i (STEEL 12 GA. MIN. THICK - 0.105') • (TYPE/�� I `� (Ku 6063 0.0 M8••MiN. HICK)AW. (MRL €MBEO.) GLASS I NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 k 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO. SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. of U) Ln PRODUCTREVISL'D Lj ea 6aRIp1yLo8.rGr uw ri«IHu �IWn Bn9aigCbdoNo VI � ♦ N 1/8- SILLi•1 ADHERED WITH UI A1' d—w L•mlfn CLLLC�L1EAR SILICONE w 1 FULL LENGTH OF UNIT SILL U) S `: 4 •� J -1/4' TAPCON or APPROVED EQUAL BY V/ 1 3/4' MIN EMBED. INTO 3.E Ksl Cm FROM CORNERS L SEE ELEVATIW AT SM 8 11F 14 FOR MAX. SPACING. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 71HEM TO THE BUILDING 5IRl1CTl1RE- TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or Mn.2 min. ANCHOR OPTIONS BIAD-81111 JAI® l�e6adman omrate ELCO ULTRACON 1/4- 1/4' 1 3/4- .85 Kai BULDEX t/4' 1 3/4' Kai 3/4' ,2 KN ANCHOR TYPE CHART IN ZX WOOD BU CE min. CHOB OPTIONS ECAD-811L JAM EmMdInen US* DLL La: 11604 Elco ULTRACON 1/4' 1/4' 1 1/4- 1• .55 s0 BIIILOEX 1/4• 1/4- 1 f/4' 1. .55 SG S.M.S. (into 2X) I /72 /12 1/4" DRI FI EYc F ORI 1 IN • SCREWS INTO METAL STRUCTURES STEEL : 12. 2A. MIN. (Fy - 36 KSI MIN,) ALUMINUM : 1/0 Nk. PI"N'.� (8088-T5 ♦UN41 • • (STEEL IR CONTACT WITH •L mitiM. 0 %E JILA}ED OR PAINTED) INTO APPMVED +lyl+.lokoo V SPNCB4 e • TYPICAL EDGE DISTANCE • • • • (1/4') INTO CONCRETE AND MASONRY - I. MIN. (ELCO ULTRACON) (1/4'),INTO•CgjCRETE AND D MASONRY - 4- MIN. ((TW BUILDEX) (31?8-)R TO CONCRETE;AND M&"Y - 3• MIM. (f% BUILDEX) INTCP jft STRUCTURE s•1• MIN• • • • INTO MFJAL SrVCTARE d 3/14'014. • • • • • • • • • SEAIATSi • • • • • • • • FRAME AND VENT CORNERS* AND•INSTALLATION SCR9RS AT SILL SEALED WITH WHTE/ALUMINUM COLORED SEALANT. I -GAGE COUNTY t'D MULLION SEPARATE 1404 E+. CQ E» V O) ul I it li �I hI It�+ SCREEN D61Y2 PANEL. SCREEN IaW PANEL (OPTIONAL) (OPTIONAL) D EXTERIOR EXTERIOR DOM WIDTH (142 1/2') PERIMETER BUCKS NOT BY LAWSON IND. SUSTAIN IMPOSED LOADS 3D/3T — XXX ,7-/116'-H.S. LAMINATED GLASS _._CLEAR SILICONE ADHESIVE SCREEN DDON PANEL (OPTIONAL) D EXTERIOR DOOR WIDTH (96') 2D/2T — XX I .). 't:/ 1 STEEL BAR RE= ON ;.. SIZES AS LISTED N DP CHART w// PRESSURES `_ • -'+ SHOWN (SN SHEET B OF 14 BASED.) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. i'•y' 'H2 X I" FA/PM.-SAS. W/ 1 1/4' RLN. ENDED. INTO EX P.T. WOOD BUCK (SEE SHEET 19 FON FASTENER NOTES AND ELEVATION AT SHEET • B FOR FON FASTENER SPACING ) iT• Yi� WOOD BLOCKS NOT BY LAWSON IND, MUST SUSTAIN IMPOSED LOADS N to V Q J ago � a 4'" A ooi co =n:E R O AR SILICONE ADHESIVE . 1320.. NG COMPOUND o N LAMINATED GLASS O CQO ..I CQ03 oO P u) t 11 1 2/4' MIK EKKIL INTO 2X 2 STEEL BARS MOD. ON O II BLOCK ME SHEET 119 SrZES AS USTED IN DP FOR FASTENER NOTES AND CHART W/ PRESSURESELEVATION AT SHEET It 8 FOR' FOR FASTENER SPACING SHOWN ON SHEET 8 OF 14m� / -�-- IL SCREEN D61Y2 PANEL. SCREEN IaW PANEL (OPTIONAL) (OPTIONAL) D EXTERIOR EXTERIOR DOM WIDTH (142 1/2') PERIMETER BUCKS NOT BY LAWSON IND. SUSTAIN IMPOSED LOADS 3D/3T — XXX ,7-/116'-H.S. LAMINATED GLASS _._CLEAR SILICONE ADHESIVE SCREEN DDON PANEL (OPTIONAL) D EXTERIOR DOOR WIDTH (96') 2D/2T — XX I .). 't:/ 1 STEEL BAR RE= ON ;.. SIZES AS LISTED N DP CHART w// PRESSURES `_ • -'+ SHOWN (SN SHEET B OF 14 BASED.) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. i'•y' 'H2 X I" FA/PM.-SAS. W/ 1 1/4' RLN. ENDED. INTO EX P.T. WOOD BUCK (SEE SHEET 19 FON FASTENER NOTES AND ELEVATION AT SHEET • B FOR FON FASTENER SPACING ) iT• Yi� • "-MpTHH � �' a soda A ;. "• 3`2802 N ;� � :S�' •�` �% _._ ..... n.n •TIL � • • • • • • (MIN. EYDED.) • • • • s N to V Q O ago � a 4'" A ooi co =n:E R O inM N 1320.. o N O CQO a P� CQ03 oO P u) t • "-MpTHH � �' a soda A ;. "• 3`2802 N ;� � :S�' •�` �% _._ ..... n.n •TIL � • • • • • • (MIN. EYDED.) • • • • s A 1/4* MAX. SHIM 1/4' TAPCON or APPROVED EOUAL BY EDR V/ L 3/4• NINA ENDED. INTO 32 Ksl Cont 6' FR0M CORNERS L SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING 1J --------------------------- NOTE: CLEAR SILICONE ADHESIVE STEEL OARS READ. AS BEDDING COMPOUND LISTED N DP C,NRT W/ PRESSURES SHOWN ON SHEET 8 OF 14 ------------------ _ --�--- + SCREENS OPTIONAL EXTERIOR GRADE O EXTERIOR PERIMETER CAULKING TEST DOOR WIDTH (190 5/8h 4D/3T — XXXXP TYPICAL ANCHORS IN PAIRS S N PAIRS SEE ELEV. FOR SPACING SPACIK 1/4" MAX. 1/4" MAX. SHIM SHIM --------------------- AWL EMBED. , �-i 4 • O 812 X 13/4' F.N./PHL SMS '`,p: W b y x W/ 1 1/4' MIN. EMBED. INTO (y+ C SEETOPTVJWAIOISTALLA710N FOR POCKET WALLS �i < e 1 O x 8 DETAILS AT SHEET 12 OF 14 > a SEE GENERAL NOTES a O Q d oc 015 T 16 AT � C Q SHEET D SHEET 1 OF 14. yOy1A o 14 O 18 (ECCE DW.)a0 S 9L (7 Q z G O pN Qq� y pN� 18 j y U] S < Lf Q) o --------- k10, Z. civ $ — — — — --- -------------- 1� POCKET NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND OP C1WRIS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL. CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. - 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. k '1 �. META). crR )ac A7TAGI!)[ENT DEP n. • • • • • • • • : : • • • ``�y ,• # ; ......... 4��f •• o I. ALL S OLS P � D OR PLATED. • • • • • • • • •.: : • . •. • y0 c�i O p _ N J • • (, to METAL 2 ETAL STRUCTURES: -- - - - • i.11f -. � K- Q STRUCTURE A) STEEL . P 36 KSI MIN. - - Z 5TEEL GA _ ( 12 MIN. THICK - 0.105' VISED 8) ALUMINUM : 6063-T5 MIN. • • • • jsRODU Y'11�' R8� •) �•' y; (A)LJM 0.078" MIN. THICK) ________________ ____ _•= == 31uTdb8C�o .rte • 2 �'O�ti� .... g�� ------------------ --- --- •- •� --? �!j nail l SCREEN DOOR PANEL •py ' • • • • • • d (OPTIONAL) MI L Contrd • \ 10 • ••• • • •• •• INTERIOR 1 3/4" MIN. NOTE: EMBED. ° 1. FOR ANCHOR TYPES SEE NOTES AT SHEETS 3, 6, & 9. iY 2. FOR POCKET WALLS SEE GENERAL ' NOTES %15 & 16 AT SHEET 1 OF 14. •_,�' TYPICAL ANCHORS AT 8' O.C. ° SEE ELEV. 1 FOR SPACING z� w SGD-9200 HILL OF MATERIALS - 2 & 3 TRACK FRAME ITEM ; PARR / QTY. DESCRIP990N REIIARKB I L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi-Slhie) 6063-T6 ALUMINUM 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063 -TS ALUMINUM 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 I X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALL04INUM 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 I PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063 -TS ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PWS -016 AS REQ'D. BOTTOM RAIL WTST ULTRAFAD #QB6757DK 15 PWS -009 AS REQ'D. PANEL TOP RAIL WTS'P .187'x.310' (7830-6001-1) 16 PWS -003 AS RELIT. FIN SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) 17 VWS-004 AS REWD. BULB VINYL (FPVC) 1/4' O.D. 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 19 HC -046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. BOT. RAIL 20 FS -003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H./PHIL. 21 AR -008 2X PAUL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 22 FS -042 AS REOD. 'C' TRACK ATTACHMENT SCREW #10 X V SMS F.H./PHIL. 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS -011 1 X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL. 25 AR -020 ■ INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) 26 AR -021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) 27 AR -024 9 INTERLOCK STEEL REINFORCEMENT 3/8' X V (36 KSI) 28 HC -047 l MORTISE LOCK HARDWARE W/ HANDLES i KEEPER 29 aE 1 x Panel 7/16' Laminated H.S. Glass See GLazft Detalls 30 L-9022 x ASTRAGAL PANEL SILL CLIP 6063 -TS ALUMINUM 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM 32 SM -5731 ■ NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC -899 AS REQ'D. NEUTRAL CURE SILICONE Dor Corning 899 34 x i< NEUTRAL CURE SILICONE Tremco Spectres 2 35 HC -045 2 NYLON PLUG ( .480' HOLE) RIGID PVC 36 HC -043 2X PANEL NYLON TOP GUIDE ' RIGID PVC 37 FS -005 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 1/2' PJA PHILLIPS 38 FS -013 AS REO'D. PANEL ASSEMBLY SCREWS #10 X V P.H. PHILLIPS 39 FS -014 AS REGD. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. 40 PL 75.6020 AS REQ'D. I GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. 41 M - ISCREEN PANEL x 42 SM -5504 AS REQ'D. I JOINT SEALANT Schnee -Morehead 5504 43 Of ■ PERIMETER CAULKING 13SI'POLYSEAMSEAL 44 r I PRODUCT LABEL R INTERIOR 1 3/4" MIN. NOTE: EMBED. ° 1. FOR ANCHOR TYPES SEE NOTES AT SHEETS 3, 6, & 9. iY 2. FOR POCKET WALLS SEE GENERAL ' NOTES %15 & 16 AT SHEET 1 OF 14. •_,�' TYPICAL ANCHORS AT 8' O.C. ° SEE ELEV. 1 FOR SPACING z� w n � z o � e$ O v n m y (y+ w 7INTERIOR G &0. yv O 1617 ooz O 31 mad h p cep Z O S A p0 N ON 17 �� F 80pe B % 4 LC c EXTERIOR < CQ EEL DAR REQO. LISTED W/ OP ABOVE F1 POCKET DOOR HOOK ATTACHMENT DETAILS FIe789Y FPVC Care ten -Tang w io PHYSICAL A$rMNO. Daomaer Herder•'A',10m 75 D-2240 3t 1.45 D•792 TeuOesme0,P3I 1640 D-638 UWab Fj..paoe,% 3400 D438 Mdolw@ 100% ElmBdm, PSI 765.0 D-638 IoNalklidesm31.0 D•716 EXTERIOR �'.� • - TYPICAL ANCHORS ••• ASTM NO. 35 75 �, AT 8' O.C. sped kia-iO• 1.45 D-792 Tmassumd4Psl SEE ELEV. D-638 Ultlwb Eb4pil04% 325.0 D438 FOR SPACING 765.0 N 1/4* MAX. •30.0 D1746 SHIM 1 3/4" MIN. n � z o � e$ O v n m y (y+ w 7INTERIOR G &0. yv O 1617 ooz O 31 mad h p cep Z O S A p0 N ON 17 �� F 80pe B % 4 LC c EXTERIOR < CQ EEL DAR REQO. LISTED W/ OP ABOVE F1 POCKET DOOR HOOK ATTACHMENT DETAILS FIe789Y FPVC Care ten -Tang M. FPVC Mack: Oamsiound Na 720.78 PHYSICAL A$rMNO. Daomaer Herder•'A',10m 75 D-2240 spmifp Om5ly 1.45 D•792 TeuOesme0,P3I 1640 D-638 UWab Fj..paoe,% 3400 D438 Mdolw@ 100% ElmBdm, PSI 765.0 D-638 IoNalklidesm31.0 D•716 4. WWW- Compound No, 7367 PAMCAL ••• ASTM NO. DaomeUrHrdw• -A-,10 w 75 D-2240 sped kia-iO• 1.45 D-792 Tmassumd4Psl 1640 D-638 Ultlwb Eb4pil04% 325.0 D438 MoMYs@ 100%l3mpdm, PSI 765.0 D-08 f BrFtloat •30.0 D1746 PRODUCFREVISED n complyis0 WM the I%Iktm Buildln6 Code /y A Mmo No W ,Z • • • • • oMDa .!Q••• • • • Mlel d do Produol Cuotrol • .• • •. • • - • • A �d • • • • • 0 0 0 • ••• • • • • •• •• •0 • • • A �d 3.625----j 062 1.0001 3 � h ••• 1.000 � a 1,594--1O • FRAME HEAD 3:500 •376 1.218 < o v oma.. O1 O 00 A " 8 • I~ r.62 0 t .000 1.5001 L.5.41 • h , , _ 08 • • I I • • msa N TWO TRACK HEAD -1 AT SHEETS 8. k 9. •6871- O p MULTI -SLIDE FRAME HEAD FRAME JAMB PANEL TOP CORNER N 12 .090 �I� 1.687 094 FRAME TOP CORNER 1� m 2,280 os2 1.750 1. 132 os2 1.590 TWO TRACK FRAME ]� l a O �4FRAME 150 'A � � 0 a SIL 1.619 O INTERIOR INTERLOCK _ `�..,� � c 1 890 .390 A 1.619 1.2� 062 .150 <; YY .062 2.000 062 9 2.798 2.039 1.590 1.132 G C o ry g -III .890 4 1.197 1,197 0 PANEL BOTTOM CORNER I gg s o» g a ." .094- 094 1.687 PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK I 8 8 6� 2.686 180 1.044 844 2.280 094 1.617 c FRAME BOTTOM CORNER , $ b s m 616 to 062 1.842 1.710 • • • • • • • ••• • • •• •• •i • • • i i ttsiurgryr ,attp "r fa1jl�i�i `ted '• '��j�Ai h CLASS STOPLOCK STILE 1.655 Q ASTRAGAL STILE ••• • • ••i • • • •• p p� off a tL p Z •>L �+ ¢:Q .0 � 531 524 r 580 .875o7o PRODUCT REVISED m �dr1oa with dw Florida - Buitdto; Cada nvorytooieN•loifio O, �2 • • • .. . ;•; :.• : ; ? R9 kt''i�'S�'•......• it , .0 o ' O; G .- .' : 0 P `, 3.000 1.250 ®3 .125r� .'124 •• • • :• M{ovd OoMi° • • : •, • • • • g , ufl► FIXED PANEL CUP ASTRAGAL RETAINER SILL RISER • A ••• • • • • ••• • •• •• • • • • • • 5.244 070 .OL 1.500 11.5941' .086 FRAME HEAD .090- 1 .082 2.250 500 5.748 FRAME SILL 12 1.000 .062 376 5.0941.218 .sae 13 FRAME JAMB S7 Pocket `P' Hook .500 1.250 JI. Q INTERLOCK REINFORCING .500 �---) 0 ASTRAGAL REINFORCING .375 T7 1.250 INTERLOCK REINFORCING .527 ,00 .670 21 - 'C." CLIP •• ••• ••• ••• • • ••• �:cq cel C, A:>� PRODUCT REVISW NCO •• nplyi.y wi �e • •• • • Q Buildloi eoae Q� 0 • • • �O'y �, ad ••• • • • • •••