The URL can be used to link to this page

WS-18-1174t'lA Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Permit NO. WS -5-18-1174 Permit Type: Windows/Shutters nrk Classfrrcation: Window/Door Replacem Permit Status: APPROVED Issue Date: 5/18/2018 1 Expiration: 11/14/2018 Aoulicant 9112 NE 10 Avenue 1132060030090 Miami Shores, FL 33138- Block: Lot: TYRONE COVERSON Owner Information Address Phone Cell SOPHIA COVERSON 9112 NE 10 AVE MIAMI SHORES FL 33138-3225 Contractor(s) Phone Cell Phone HOME OWNER Type of Work: REPLACE CURRENT WINDOWS WITH IMPACT No of Openings: 17 Additional Info: REPLACE CURRENT WINDOWS WITH IMPACT Classification: Residential Scanning: 3 Fees Due Amount CCF $4.80 DBPR Fee $4.05 DCA Fee $2.70 Education Surcharge $1.60 Notary Fee $5.00 Permit Fee $270.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $303.55 Valuation: $ 7,500.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -5-18-67392 05/03/2018 Check #: 2096 $ 50.00 $ 253.55 05/18/2018 Check #: 2100 $ 253.55 $ 0.00 Avauame inspections: Inspection Type: Window Door Attachment Final Review Building Review Buildina In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhprripre, I authorize the above-named contractor to do the work stated. May 18, 2018 Autho ized Sij?atlubig0APer / Applicant / Contractor / Agent Building Department Copy May 18, 2018 Miami Shores Village RIE Ct � � Building Department MAYO 1018 OS Q "\� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 �FBC 201-:::� BUILDING Master Permit No. Y vS _ ` �•l PERMIT APPLICATION Sub Permit No. FE—]BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 9112 NE 10 AVENUE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-003-0090 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): TYRONE L COVERSON &W SOP HIA Phone#:786-423-7991 Address:9112 NE 10 AVENUE City: Miami Shores State: FLORIDA Zip: 33138 Tenant/Lessee Name: Phone#:786-423-7991 Email: TLCOVERSON@AOL.COM CONTRACTOR: Company Name: HOMEOWNER Address: SAME AS ABOVE hone#: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 7, 5700.0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition ` Description of Work: REPLACE C ulekws Wttu polos wt A 114P1}CT Will tu00mi Specify color of color thru the: Submittal Fee $ Scanning Fee $. Technology Fee Structural Reviews $ (Revised02/24/2014) Permit Fee $ 03 CCF $_ Radon Fee $ DBPR $ —Train ing/Education Fee $ 1 CO/CC $ Notary: Double Fee $ Bond $ TOTAL FEE NOW DUE $ aS3 - S-:� Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged be4yn'to s day o '20by on me or who has produced tqo as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as APPROVED BY C Plans Examiner Zoning Structural Review Clerk (Revise d02/24/2014) MAHARAI K. GONZALEZ Print: =* My COMMISSION -;; c: ,T, EXPIRES: November 2,2020 Seal: ",gR; 4"••' Bonded Th,Notary Public Underwriters The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as APPROVED BY C Plans Examiner Zoning Structural Review Clerk (Revise d02/24/2014) 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:TYRONE & SOPHIA COVERSON DATE: 9112 NE 10 AVENUE Do hereby petition the Village cf Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 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 isnot licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under.an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial TLC 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial TLC 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself_from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts, Initial TLC 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial TLC 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. initial TLC 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. TYRONE & SOPHIA COVERSON 9112 NE 10 AVENUE MIAMI SHORES, FLORIDA 33138 Initial TLC 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 working on my property. My homeowner's insurance may not provide coverage for those injuries. 1 am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial TLC 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that 1 must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial TLC 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirementthat govern owner -builders as well as employers. I also. understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial TLC 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myNoridalicens6.com/dbpr/pro/cilb/index.html Initial TLC 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 for the proposed construction activity at the following address: 9112 NE 10 AVENUE MIAMI SHORES, FLORIDA 33138 Initial TLC 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial TLC 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 maybe in civil court: It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to.the local permitting agency is required when the permit is issued. Was acknowledged before me this day of qA q4 20 IS was personally known to me or who has TYRONE 9112 MIAMI SHORES, FLORIDA 33138 Miami shores V 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: r-9 J Qualifier weer Signature Date TYRONE & SOPHIA COVERSON 9112 NE 10 AVENUE MIAMI SHORES, FLORIDA 33138 TYRONE & SOPHIA COVERSON Print Name 5/1/2018 Property Search Application - Miami -Dade County OFFICE OF T! PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-003-0090 Property Address: 9112 NE 10 AVE Miami Shores, FL 33138-3225 Owner TYRONE L COVERSON &W SO PH IA Mailing Address 9112 NE 10 AVE MIAMI SHORES, FL 33138-3225 PA Primary Zone 0900 SGL FAMILY - 1901-2100 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,789 Sq.Ft Living Area 1,501 Sq.Ft Adjusted Area 1,645 Sq.Ft Lot Size 8,376.25 Sq.Ft Year Built 1937 Assessment Information Year 2017' 20161 2015 Land Value $226,494 $184,278 $125,979 Building Value $114,492 $114,492 $114,492 XF Value $1,216 $1,232 $936 Market Value $342,202 $300,002 $241,407 Assessed Value $131,548 $128,843 $127,948 Benefits Information Benefit Type 2017' 2016 2015 Save Our Homes Cap Assessment Reduction $210,654 $171,159 $113,459 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 PL OF BISCAYNE RIDGE PB 39-41 LOT 1 BLK 2 LOT SIZE 67.010 X 125 OR 17052-0673 1295 4 Generated On : 5/1/2018 Taxable Value Information 2017 2016` 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $81,548 $78,843 $77,948 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $106,548 $103,843 $102,948 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $81,548 $78,843 $77,948 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $81,548 $78,8431 $77,948 Sales Information Previous Price OR Book - Description Sale PageQualification 12/01/1995 $0 17052- Sales which are disqualified as a result of 0673 examination of the deed j 12/01/1988 $65,000 13915 - Sales which are qualified 1829 10/01/1987 $50,000 13432- Sales which are qualified 4244 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version 59' X 50 5/8' -41.90 +38.64 31' X 50 5/8' -4320 +39.82 -31' X 38 3/8' -43.'10 +4034 -31' X 50 5/8' -4320 +39.82 9' X 50 5/8' -41.90 +38.64 FLOOR PLAN 1/4' • 1'-0' TYRoNr-/SoPN "A CIVEkS704 clliZ NE 10 4qVFt4UE 1.SNoRES FL 33/ If'Oh, +"I 48S9 / /,$%f 8j X e,r/ 9r i 53 1/8' X 38 3/8' — � L--------------------------------- �----------------- ------------------ -3-11 X 63' -42.65 +3923 14' X -42.65 +3923 -31'X 50 5/8' -4320 +39.82 5 1/2' X 63' -43.42 +40.04 .s 19 1/8' X 38 3/8' -43.10 +40.34 59' X 50 5/8' -41,90 +38.64 31' X 50 5/8' ... . -4320 • • ; • • • +39.82 •�. :. ' • ••. : : RC. W41NEERING Roger Chavarria. P.E. FL.Lic. PE #50712 780 Tamiami Canal Rd, Miami,FL.33144 ASCE 7-10 Wild & Chpt 30, Project Title: Engineer: Project Descr: Description :. • .. WIND PRESSURES FOR NEW WINDOWS AT 9112 N.E.10th.AVE.. MIAMI,FL. Project ID: Printed: 12 MAY 2018. 2:51PM = C:\Users\RCENCrt\DOCUME-1\EN 1 -1 �r eonsgn17 Rtild:1o.17.8.2g.Ver..6.17.11.30 Calculations per ASCE 7-10 Analytical Values V : Basic Wind Speed per Sect 26.5-1 A. B or C 136.0 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 II All Buildings and other structures except those listed as Category I, III, and IV Exposure Category per 26.7 Exposure C MRH: Mean Roof Height 11.0 ft Lambda: per Figure 28.6-1, Page 305 1.21 Effective Wind Area of Component & Cladding 10.0 ft'2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 26.8 1.00 LHD : Least Horizontal Dimension -MRH)) 30.0 ft 3.00 ft 10' LHD max (0.04' LHD, 3, min(0., 0.4'MRH)) • •.. . a = max (0.04' LHD, 3, min(0.10,' LHD, 0.4 PSF entire vertical MRL ` Minimum Additional Load Case per 29.4,40= t6 on Design Wind Pressures ...... .. . Horizontal Pressures ... 44.62 psf Zone: C = • 29.72 psf • • • • • • • ...... Zone: A = 10.00 psf Zone: D = 10.00 psf • • • • • •••••• . • Zone: B = •••. . ..••. Vertical Pressures ... E _ 42.66 psf Zone: G = "" •' -29.72 psf • • •• •• • " • • •• • • • • • •••••• Zone: -27.88 psf Zone: H = -21.30 psf • • Zone: F = • • • . ••..•. Overhangs ... 59.80 psf Zone: Eoh = P Zone: Goh = -46.78 psf • • • • • • • • • • • • • • • • Component & Cladding Design Wind Pressures ' Design Wind Pressure = Lambda ' Kzt' Ps30 per Eq 30.5-1 Roof Zone 1 : Roof Zone 2: Roof Zone 3: Wall Zone 4: Wall Zone 5: Roof Overhang Zone 2: Roof Overhang Zone 3: Positive : Negative: Positive: Negative: Positive : Negative: Positive: Negative Positive : Negative 16.383 psf Minimum Additional Load Case per 28.4.4 =16 PSF -40.341 psf on entire vertical plane 16.383 psf -67.663 psf / ( `t 1639-3 ncf .14 .1 h7 W l u OU+� •• � i y r . a -101.785 psf ] 46T 5 IK 40.341 psf Lt f r f L -43.705 sf 40.341 psft1 -53.966 psf -61.468 psf � Irfz�-� 31�c�� A � � r -101.277 psf '%%"1+tt1r+►ril!` . o. 5 vo ` (AMS,,.,°+(•'•G� . RC, ENGINEERING Roger Chavama. P.E. FL.Lic. PE #50712 780 Tamiami Canal Rd. Miami,FL.33144 Project Title: Engineer: Project Descr: File = kSCE� 7-10 Wind forces Chpt 28, Pt2 & Chpt 30, Pt2 ENERCALC, IN Description : WIND PRESSURES FOR NEW WINDOWS AT 9112 N.E.10th.AVE.. MIAMI,FL. Project ID: Printed: 12 MAY 2018, 2:52PM Calculations per ASCE 7-10 Analytical Values V: Basic Wind Speed per Sect 26.5-1 A, B or C 136.0 mph Roof R'ise:Run Ratio 3:12 Occupancy per Table 1.5-1 II All Buildings and other structures except those listed as Category I, III, and IV Exposure Category per 26.7 Exposure C MRH: Mean Roof Height 11.0 ft Lambda: per Figure 28.6-1, Page 305 1.21 Effective Wind Area of Component & Cladding 11.60 ft"2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 26.8 1.00 LHD : Least Horizontal Dimension -MRH)) 30.0 ft 3.00 ft max (0.04 * LHD, 3, min(0.10 *LHD, 0.4*MRH)) • • • • • • a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4 • • • • • • • • • • • Minimum Additional Load Case per 2t*4X= Z PSF on enjjrjjertical plane • 'Design Wind Pressures ...... .. . • ...... Horizontal Pressures ... • Zone: A = 44.62 psf - Zone: C - 29.72 psf • • • • • • • • • •••••• Zone: B = 10.00 psf Zone: D = 10.00 psf • • • • • • ; • • • • • • • Vertical Pressures ... 42.66 psf Zone: G = • • • • • • -29.72 psf ..' ..' • • • • . ; • • • • • • • • • • • Zone: E _ Zone: F = -27.88 psf Zone: H = -21.30 psf ...... , • • . . . . ...... Overhangs ... • • • • • • 59.80 psf Zone: Goh = 46.78 psf ' ' • • Zone: Eoh = Component 8� tfaddi6q Desi n Wind Pressures Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.5-1 Roof Zone 1 : Roof Zone 2: Roof Zone 3: Wall Zone 4: Wall Zone 5: Roof Overhang Zone 2: Roof Overhang Zone 3: Positive : Negative: Positive : Negative: Positive : Negative: Positive : Negative: Positive : Negative: 16.217 psf -10.175 psf 16.217 psf -66.513 psf 16.217 psf -98.997 psf [40.047 psf423 psf 40.047 psf -53.385 psf -57.914 psf -92.371 psf Minimum Additional Load Case per 28.4.4 =16 PSF on entire vertical plane tig'I i� 6 3 t, , &Y w1kilAx RC, ENGINEERING Roger Chavarda, P,E. FL.Lic. PE #50712 780 Tamiami Canal Rd. Miami,FL.33144 ASCE 7-10 Wind' Project Title: Engineer: Project Descr: Pt2 & Chpt 30, Pt2 Description : WIND PRESSURES FOR NEW WINDOWS AT 9112 N.E.10th.AVE.. MIAMI,FL. Project ID: Printed: 12 MAY 2018, 2:52PM = C:1l1ssXRCENG-1 UME-1iENERCA-1 ur ,oaz9nl7 Rrri41,10.17.8 2g: Ver.6.17.11.30 -- - - Calculations per ASCE 7-10 Anal ` iCal Values V: Basic Wind Speed per Sect 26.5-1 A, B or C 136.0 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 11 All Buildings and other structures except those listed as Category 1, III, and IV Exposure Category per 26.7 Exposure C MRH: Mean Roof Height 11.0 ft Lambda: per Figure 28.6-1, Page 305 1.21 Effective Wind Area of Component 8 Cladding 12.840 ft^2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 26.8 1.00 LHD : Least Horizontal Dimension -MRH)) 30.0 ft 3.00 ft • • • • max (0.04 *LHD, 3, min(0.10 *LHD, 0.4'MRH)) • • a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4 • 0000 • • • • • Minimum Additional Load Case per 29A A =1$ PSF on pnVC vertical plane • Design WindPressures I • Horizontal Pressures ... 000000 • _ Zone: A 44.62 psf - Zone: C - 29.72 psf • • • • • • • • 0000.. Zone: B = 10.00 psf _ Zone: D 10.00 psf "" ' . • • 0000 . ••••• Vertical Pressures ...•••�•• G = �•• -29.72 psf .. • .. • ' ; 09•••6 Zone: E = 42.66 psf Zone: . 0 0 0 0: 0 Zone: F= -27.88 psf Zone: H= -21.30 psi 0 0. 0 0 0 0 0 Overhangs 0 0 0 • • • • • • 000000 ... Zone: Eoh = -59.80 psf Zone: Goh = -46.78 psf 0 0 0 0 0 • • • • Component & Claddin Desi n Wind Presres se ~` _ t • Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.5-1 Roof Zone 1: Positive: 16.088 psf Minimum Additional Load Case per 28.4.4 =16 PSF Negative: -40.046 psf on entire vertical plane Roof Zone 2: Positive: 16.088 psf Negative : -65.622 psf Roof Zone 3: Positive : 16.088 psf Negative: -96.837 psf Wall Zone 4: Positive : pfNegative: LE3i. psf Wall Zone 5: Positive : 39.819 psf Negative: -52.935 psf Roof Overhang Zone 2: -57.784 psf Roof Overhang Zone 3: -89.821 psf RC. ENGINEERING Project Title: Engineer: Project ID: Roger Chavania. P.E. Project Descr: FL.Lic. PE #50712 780 Tamiami Canal Rd. Miami,FL.33144 Printed: 12 MAY 2018, 2:52PM Fide = C:1UsersURCENCr.11D000ME-IIENERCA-1 ASCE 7-10 Wind ForCeS Chpt 289 Pt2 & Chpt 30, M ENERCALC, INC. 1981417,BuW"0.17.8.29;Ver.6.n.11-k Description : WIND PRESSURES FOR NEW WINDOWS AT 9112 N.E.10th.AVE.. MIAMI,FL. 1. 11,... - - _---- - - - - - - Calculations per ASCE 7-10 ' Ana cal Values V : Basic Wind Speed per Sect 26.5-1 A, B or C 136.0 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 11 All Buildings and other structures except those listed as Category I, III, and IV Exposure Category per 26.7 Positive: Exposure C Negative: Roof Zone 2: MRH: Mean Roof Height 11.0 ft Roof Zone 3: Positive : Lambda: per Figure 28.6-1, Page 305 Negative: 1.21 Positive : Effective Wind Area of Component 8 Cladding Wall Zone 5: 14.0 ft"2 Negative: Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 26.8 1.00 LHD : Least Horizontal Dimension *LHD, 30.0 It 3.00 ft max (0.04 *LHD, 3, min(0.10 *LHD, 0.4*M.RH)) ' " • • • • 0000 • • • • • • a =max (0.04 *LHD, 3, min(0.10 0.4*MRH)) _ T Minimum Additional Load Case per 28!4 1=16 PSF on.enine vertical plane.' Design Wilnd pressures • ...... .. . ...... Horizontal Pressures ... 44.62 psf Zone: C = ' 29.72 psf • • • • • • Zone: A = Zone: B = 10.00 psf Zone: D = 10.00 psf . ...:. • �' Vertical Pressures ... • • • • • • • • • • Zone: E = 42.66 psf Zone: G = -29.72 psf .. .. .: .... . Zone: F = -27.88 psf Zone: H = -21.30 psf .. . . . . • . . ...... Overhangs ... Zone: Eoh = 59.80 psf Zone: Goh = -46.78 psf i • ' :....: .. . • • Compdnent & Claddin Design Wind Pressures " ' Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.5-1 Roof Zone 1 : Positive: Negative: Roof Zone 2: Positive : Negative: Roof Zone 3: Positive : Negative: Wall Zone 4: Positive : Negative: Wall Zone 5: Positive : Negative: Roof Overhang Zone 2: Roof Overhang Zone 3: 15.967 psf Minimum Additional Load Case per 28.4.4 =16 PSF -39.925 psf on entire vertical plane 15.967 psf -64.788 psf 15.967 psf -94.816 psf 39.606 psf -42.999 psf 39.606 psf -52.514 psf -57.664 psf -87.435 psf RC. ENGINEERING Roger Chavarria, P.E. FL.Lic. PE #50712 780 Tamiami Canal Rd. Miami,FL.33144 Forces Chpt 28, Pt2 & Chpt 30 Project Title: Engineer: Project Descr: Project ID: Printed: 12 MAY 2018. 2:52PM = C:WsersIRCENG-11D000ME-1tENEitCA-1 Mr.- 190.42017. Wld:10.17.8.29. Ver:6.47.11.3 Description: WIND PRESSURES FOR NEW WINDOWS AT 9112 N.E.10th.AVE.. MIAMI,FL. MI l / n8'�1.(4a' V�i�B- s -� - - I - , "`t Calculations per ASCE 7-10 .. V : Basic Wind Speed per Sect 26.5-1 A. B or C 136.0 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 11 All Buildings and other structures except those listed as Category I, III, and IV Exposure Category per 26.7 Exposure C MRH: Mean Roof Height 11.0 ft Lambda: per Figure 28.6-1, Page 305 1.21 Effective Wind Area of Component 8 Cladding 16.0 ft^2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 26.8 1.00 LHD : Least Horizontal Dimension 30.0 ft • • • • a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) 3.00 ft max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MgH)) . 0000 ' • • • Desi h Wind Pressures Minimum Additional Load Case per 28.4.4 16 PS on entirwertical plane. •00.00 0J 0 0000•• Horizontal Pressures ... • • • • • • • Zone: A = 44.62 psf Zone: C = 29.72 psf • • • Zone: B = 10.00 psf Zone: D = 10.00 psf 0.0.0 • i • • • i • • •.•. • 0.000 Vertical Pressures ...• • • • • • • • • • ..' •' • Zone: E = -42.66 psf Zone: G = -29.72 psf • • • 0 • • • 0 • • • • • • Zone: F = -27.88 psf Zone: H = -21.30 psf • . • .. • • 0 • . . • .0 0000 Overhangs ... -.00.- Zone: Eoh = -59.80 psf Zone: Goh = -46.78 psf i . • 0 • :#099: •• . 0• • 0 • • • • Component 8 dii in N460 l nd Pressures •' • Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.5-1 Roof Zone 1 : Positive: 15.759 psf Minimum Additional Load Case per 28.4.4 =16 PSF Negative: -39.717 psf on entire vertical plane Roof Zone 2: Positive: 15.759 psf Negative : -63.351 psf Roof Zone 3: Positive: 15.759 psf Negative : -91.331 psf Wall Zone 4: Positive : 39.238psf Negative: -42.645 psf i 1 r1lf' N Wall Zone 5: Positive: 39.238 psf Negative : -51.788 psf Roof Overhang Zone 2: -57.456 psf Roof Overhang Zone 3: -83.321 psf RC; ENGINEERING Project Title: - Engineer:Project ID: Roger Chavarria. P,E. Project FL.Lic. PE #50712 780 Tamiami Canal Rd. Miami,FL.33144 Printed: 12 MAY 2018. 2:53PM Fk-=ClUws\RCEN 1. UMEI-1tENERCA-i ASCE 7=10 Wind Forces 0 28, Pt2 & -Chpt, 30, R2 ENERCALC, INC. 198 2017, euild:10.17,9.2Ek\W6.1711.30 Description : WIND PRESSURES FOR NEW WINDOWS AT 9112 N.E.10th.AVE.. MIAMI,FL. 11-1-1 -� — �- t calCalculations per ASCE 7-10 f`Values E V : Basic Wind Speed per Sect 26.5-1 A, B or C 136.0 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 II All Buildings and other structures except those listed as Category I, III, and IV Exposure Category per 26.7 Positive: Exposure C Minimum Additional Load Case per 28.4.4 = 16 PSF Negative: MRH : Mean Roof Height on entire vertical plane 11.0 ft Positive: 15.322 psf Lambda: per Figure 28.6-1, Page 305 Negative : 1.21 Roof Zone 3: Positive: Effective Wind Area of Component 8 Cladding 20.480 ft"2 Negative: -83.991 psf Roof pitch for cladding pressure Positive : 0 to 7 degrees Negative: User specified minimum design pressure r 10.0 psf Positive : 38.464 psf Topographic Factor Kzt per 26.8 Negative: 1.00 LHD : Least Horizontal Dimension 30.0 ft *see • • a = max (0.04' LHD, 3, min(0.10 " LHD, 0.4•MRH)) 3.00 ft max (0.04' LHD, 3, min(0.10' LHD, 0.4'M•RH)). • f • • • • • • • • 4 Minimum Additional Load Case per 28'4:4T6 PSF W1enZ12:tert1cal plant f Design Wind Pressures j .•.... Horizontal Pressures ... / f •;/ f • Zone: A = 44.62 psf Zone: C = 29.72 psf Lose: Zone: B = 10.00 psf Zone: D = 10.00 psf • • • • • • • • f • Vertical Pressures . , . • • • •. . • • • • • • • Zone: E _ -42.66 psf Zone: G = -29.72 psf • • • • • • • • • • • • • Zone: F = -27.88 psf Zone: H = -21.30 psf • • • • • • • Overhangs... • • . , Zone: Eoh = -59.80 psf Zone: Goh = -46.78 psf • • • • : • • • :**a*: Component &Cladding i3es gn Wlnd Ai$uies -- J Design Wind Pressure = Lambda ` Kzt' Ps30 per Eq 30.5-1 Roof Zone 1 : Positive: 15.322 psf Minimum Additional Load Case per 28.4.4 = 16 PSF Negative: -39.279 psf on entire vertical plane Roof Zone 2: Positive: 15.322 psf Negative : -60.322 psf Roof Zone 3: Positive: 15.322 psf Negative: -83.991 psf Wall Zone 4: Positive : 38.464 psf Negative: 41.900 psf r Wall Zone 5: Positive : 38.464 psf Negative: -50.259 psf Roof Overhang Zone 2: -57.018 psf Roof Overhang Zone 3: -74.657 psf J ?y�oNE,I- r CoE'aot'i c!i 1H3 AvEiut)F- . S lop. ` -FL:--3sttg RSPLACE.•) J# a od vJ,S -b00RS 4- SltuTTEeS M. SuoeE.s Vj*J-LgGG_.- SJOCr. OEM MAY X fiy vi flage FAPPROVEn •....• 4 ZONING DEPT BLDG DEPT �j • SUBJECT TO COMPLIANCE WITH ALL • • • � rIJ, •.••.• M7 �• •..•• ' _ ;STATC AND IiNTY,,#• (��E(�ULAT*. • . . . JS t kA is , «W. Toa 3 MIAMI- DADE MIAMI-DADE COUNTY tim PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv 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 belew. The Miami-Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserwthe right to have this product or material tested for quality assurance purposes. If this product -o materW.Ols to 0 0 0 0.. perform in the accepted manner, the manufacturer will incur the expense of such testing tend tlVAJ4� may - immediately revoke, modify, or suspend the use of such product or material within 1118illtrisdictitlh. •RER • • • • • • reserves the right to revoke this acceptance, if it is determined by Miami-Dade Mull* Product `Control Section that this product or material fails to meet the requirements of the applicable builllp-% codoko 0 • ' This product is approved as described herein and has been designed to comply 1• Flori**60 •Buildin ...•.• P PP � � P Y W�'l tb� to Building...,,. Code, including the High Velocity Hurricane Zone.- ..... DESCRIPTION: Series "SH-7700 (Flange Frame)" AI-uminum Single Hung WOM(pt, L.M.I. • • APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single bung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision D date%J?/0:/17, p=ePVed by;••••; manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami-Dade County Produr.t'Cbntrol 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: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) 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. TERMLNATION of this NOA will occur after the expiration elate 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 Oficial. This NOA revises NOA No. 16-1003.01 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. �.z NOA No. 17-1212.21 Expiration Date: December 27, 2021 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0-706.09) 2. Drawing No. L7700-0901, titled "Series -7700 Single Hung Flange Frame .Impact: Window", sheets 1 through 5 of 5, dated 05/27/09 with revision D dated I1/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading. per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • . . .... ...... along with marked -up drawings and installation diagram of an'alontium sing g hung • • window, prepared by Hurricane Engineering _& Testing, Inc., Testefwports Na.'MTI-....:. 09-2530A and HET149-2530B, dated 03/02/09, signed and •letded by Cavdido F.; • •.. ; Font, P.E. (Submitted under-AVA.No. W- M.09)' 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pCZM TAS'94 • 2) Large Missile Impact Tess per FBC, TAS 201.94.' ...... 3) Cyclic Wind Pressure Loading per FBC, TA6S•213;94 •� along with marked -up drawings and installation diagram of ari aluminum :46cjr.hung• • • • • • window, prepared by Hurricane Engineering & Testing, Inc .:, .aII 0Test IZevorts No.:.... HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2(Y6jA.0& B, HETI-08-2062A & B, HETI-08-2063- &B, HETI-08-2064A & B, dated 03/1.5/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0325.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water.Resistan.ce Test, per FBC, TAS 202-94 4) Lame Nlissile Impact Test per FBC, TAS 201-94 5) Cyclic Wind. Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and .FTL-2986, dated 04/0-31/01 .and 03/27/01, all signed .and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-1609.01) C. CALCULATIONS 1. Anchor verification.calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated. 05/28/09., revised on 01/18/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA _No.11-0705 09) 2. Glazing complies with ASTM E1300-09 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December 27, 2021 Approvai.Date: February 01,.2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued. to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB InterIayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chenlical•Compnny iMA) ...... for'their "Saflex Clear and Color Glass Interlayers" dated 091U-117, expiring oil • • 05/21/21. •••••• •• •••••• .... .... . . F. STATEMENTS • 1. Statement letter of conformance, complying with. FBC-6" EdWgia.g017), jand of no.. %. financial interest, dated November 17, 2017, issued by matmTmitizrer, •signad and*..... sealed by Thomas J. Sotos, P.E_ . . • • 2. Statement letter of no financial interest, dated 05/28/09. issued•8y m1uufkAurer,9 • • • • signed and sealed by Thomas J. Sotos, P.E. (Submitted underNJ_A,No. &.07.05.09):.... 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & 13"041td by Hurricane Engineering & Testing, Inc., dates_ 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted cinder NDA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-20030, HETI-08- 2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/1.5/08, signed and sewed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 16-1003.01, issued to Lawson Industries, Inc. for their Series "SH -7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.", approved on 12/15/16 and expiring on 12/27/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December 27, 2021 Approval Date: February 01, 2018 E-2 W t 10 V4' 0 MAX. ABOVE �- MEETING RAIL UI 7 -AT er MOE-ETyTIN > 9 7/B' WINDOW FLANGE FRAME WIDTH 13 3/4' A MAX. ILL MDx. D.L.O. Width . ... . . . 0 1 .. .. . . . n .. . N . . . . . . . . HIGH VELOCITY HURRICANE ZONE VELOCITY (AVEIZ) AND ASTM 1300-09. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . HIGH VELOCITY HURRICANE ZONE VELOCITY (AVEIZ) AND ASTM 1300-09. (A) 4 MAX. AT FRAME MEAD CB) NONE PER FRAME SILL THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) <O FRAME JAMBS (SEE SHEET 44) 13 3/4' MAx. D.C. rcNE 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING I A 6. 4 RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS . . ... . . . . .. . INSTALLATION ANCHORS.— (A) 4 MAX. AT FRAME HEAD (B)LANE PER FRAME SILL (C) FRAME JAMBS (SEE SHE n -x > } In 3I /+• 6•MAx. WINDOW FLANGE FRAME WIDTH �� 13111'1Yl MAX. O.C. 4 � Sh of 9 3/B' + MAX. ABOVE _ i� W� �RETiq� qIi[ L iIF t WINDOW WIDTH WINDOW BUCK WIDTH AVAILABLE AS OPTIONAL. UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION on W General Notes: (LIMITED TO LOADS ON SHEET' 4 OF 5) SERIES -7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME o � s312s' 1 AT -� 6' MEETIN INSTALLATIDN ANCHORS, WINDOW FLANGE FRAME WIDTH i RAILL -x > } In 3I /+• 6•MAx. WINDOW FLANGE FRAME WIDTH �� 13111'1Yl MAX. O.C. 4 � t EXT. L INT, FALSE DLDNIAI.�I C L INT. FALSE 5�Jn ARE LV/AL ===IAa�! D.L.O.�N, th -� By_ �L=-- 48 17 1q', BI I t WINDOW WIDTH WINDOW BUCK WIDTH AVAILABLE AS OPTIONAL. UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LOOTED TO L)ADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 5) General Notes: (LIMITED TO LOADS ON SHEET' 4 OF 5) SERIES -7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME o � s312s' OF THE FLORIDA BUILDING CODE (2014 -5th Edition & 2017 -8th Edition) INCLUDING INSTALLATIDN ANCHORS, t EXT. L INT, FALSE DLDNIAI.�I C L INT. FALSE 5�Jn ARE LV/AL WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT. 6 INT. FALSE COLONIAL 47�0� MLNTINS ARE APPLIED V/ 111"'��yiI�OV By_ �L=-- f y�SjEXT. uCONE ANDARE BUCK BUCK WIDTH V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 48" B: 78" EQUAL LITE ELEVATION WINDOW WIDTH WINDOW BUCK WIDTH AVAILABLE AS OPTIONAL. UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LOOTED TO L)ADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 5) General Notes: (LIMITED TO LOADS ON SHEET' 4 OF 5) SERIES -7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE s312s' OF THE FLORIDA BUILDING CODE (2014 -5th Edition & 2017 -8th Edition) INCLUDING INSTALLATIDN ANCHORS, WINDOW FLANGE FRAME WIDTH HIGH VELOCITY HURRICANE ZONE VELOCITY (AVEIZ) AND ASTM 1300-09. (A) 4 MAX. AT FRAME MEAD CB) NONE PER FRAME SILL THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) <O FRAME JAMBS (SEE SHEET 44) 13 3/4' MAx. D.C. rcNE 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING I A 6. 4 RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS AT - 4--T nF +' F P (' 2A. Tn BE REVIEWED BY BUILDING OFFICIAL - 6' A11 CORNERS _ j 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS, ANCHORS ON ALL WINDOW SIZ m2 a of cx. D.L.O. Width z ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED �I =:;48 11/16,T ._ ON SHEET 4. v✓ �'_' 0 ,E 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE z ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND J o %Ls E MAX. ABOVE ✓/ - o'er a TO BE REVIEWED BY BUILDING OFFICIAL. + o 1 a 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS Ts7 o 0 0 TYPES TABULATED HEREIN (SEE SHEET y3), AND FOR USE WITH DOUBLE GIA o > AT LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). ✓ Z �W'� 6' MEETING rim 6.) SEE SHEET 3 FOR LACK DETAILS & OPTIONS. RAILSy, cn �> 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. I 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SKEET 3. W 9.) EXT. &INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE �' 9Ma%� BELOW = . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . E CAULK m e r 0 p 3, z � z LAMINATED GLASS 12 1/4' MIN J Z _ _ . . ... . . . . .. . 1/4' TAPCON W/ 1 1/4' #14 S.M.S, W/ 1 1/4' MIN, EMBEDMENT INTO CONC. ALL WOOD BUCKS ENGINEERED SEPARATELY MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 A TO BE REVIEWED BY BLDG. OFFICIAL (jYP.) • • (SKOFLEVATION AT SHFjET #1 FOR MAX. FASTENER SPACING) —P.T WOOD BUCK NOT BY LAWSOQ I!� • • • FOR j1AX. FASJWER SSACIMM MUST SUSTAIN IMPOSED LOADS• • • • • • • • • SILICONE ADHESIVE 1 1/8' MIN BEDDING COMPOUND EDGE 1e D • • • • • • • • • • • • • z • INTERIOR :. ,C`�+I'+ ' . • 1 1 4' MIN. rid C` s . `' . .. AEMBE,DMENT •�. • • • • • � 1 •i/4•�MIA. 12 ••� E # • _ -_- - - -- EXTERIOR GRADE— a PERIMETER CAULKING O EXTERM PERIMETER A: r: d: EX WOOD BUCK GLASS .PT. WOOD BUCKS 16 ( 19 3 O t � e b SILICONE ADHESIVE 1/4' TAPCON W/ 1 1/4' EXT. GRAD: 18 MIN. EMBEDMENT INTO caw. M [ "(SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) BEDDING COMPOUND E CAULK m e r 0 p 3, z � z LAMINATED GLASS 12 1/4' MIN J Z _ _ EMBEDMENT N W = c --- 9 MIN. o)3a 4 '•. EDGE DISTANCE 9 I' MIN. #14 SMS, W/ 1 1/4' GE DIS7ANC MIN. EMBEDMENT INTO WOI INTERIOR (SEE ELEVATION Al SFEI MEETING FOR MAX. FASTENER SPAC RAILS 18 EXTERIOR EXT. GRADE _ EXT. c CAULK CAULK �' MIN, O EMBEDMENT 4 5 O S � 28 1 8 1 7 •' .. A i 19 O EXTERM PERIMETER A: r: d: EX WOOD BUCK GLASS .PT. WOOD BUCKS 1 t � e b 20 1/4' TAPCON W/ 1 1/4' 18 MIN. EMBEDMENT INTO caw. M [ "(SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) v~i c,O1p E - - m e r 0 p 3, z � z Z >> c 12 1/4' MIN J Z _ _ EMBEDMENT N W = c --- 9 MIN. o)3a _ -_- '•. EDGE DISTANCE 9 li _ EXTERIOR �l/J EXTERIOR GRADE PERIMETER CAULKING - -WINDOW FRAME VIDTH WINDOW INSTALLATION NOTES: 1. THE WINDUV FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 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 AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) MAX.Yp SIM �J ••.`yi �i. PRODUCT REVISED p., ceN U.d.••_ 8 .p1YCC aeviN Ne Florida . n0 O` j "8 2 6 Acceptance No I Z, {Z. Egti�s0 1an D3c)'.0 p By M anri Dade naaucl toauol o ✓� 0'• w� 4 , `tt�tfl • f11y11`, yFd a n 1 E B yyy . 3, z � z R1 mo€ S MAX.Yp SIM �J ••.`yi �i. PRODUCT REVISED p., ceN U.d.••_ 8 .p1YCC aeviN Ne Florida . n0 O` j "8 2 6 Acceptance No I Z, {Z. Egti�s0 1an D3c)'.0 p By M anri Dade naaucl toauol o ✓� 0'• w� 4 , `tt�tfl • f11y11`, yFd a 8 24 11 3 'SILICONE OPTIONS• DOW CORNING 899 ICNEE-XDREHEAD 5731 TREMCO SPECTRUM 2 Ob00' GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE 2 ITIDI GNHB BLED GL SS D6TA6 ml 1 I/8'ANNEALEDGLASSSTIC INTERLAYER 3 1/B' ANNEALED GLASS I haw J LAMINATED GLASS COMPOSITION - TYPE 3 ISS[ =a DEBCBapmN DB3CBD'17 1 1/8' ANNEALED GLASS ZfIP7=r==-. 2 0.090' PLASTIC IIITLRLAYER_ _ c _ SENTRYGLAS i 3 1/8' ANNEALED GLASS i'Tnaw LAMINATED GLASS COMPOSITION - TYPE 4 . ROl , DRIAILL11@11Ri D69CR@1170N AW ALEDImisLASS 1 ]/8' ANDEALID GLASS 4� i TROSIFDL PVB by Kvroray Anerka InG 2 0090' PLASTIC INTERLAYER 3 I/8• ANNEALED GLASS . . .. LAMINATED GLASS COMPOSITION - TYPE 5 ITEM mA88 D�CBiP'QON DHS'1II. LH@TATH D19C�ZION 1 1/8' XEAT-STRENGHTENED GLASS -_ 2 MO' PLASTIC INTERLAYER TROSIFOI PVB by Kuroray MMca Inc. 3 1/8' HEAT-STRONGHTENED GLASS oaw 11 '0 - DOW COIRNING 899 SC)fEE-MOREHEAD 5731 24 TRENCO SPCCTRUM 2 40.600' GLAZDfi DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE 8 TT®I G`Ass DB9CBPRON DPHIL L0014ATZ DESCRIPTION 1 1/90 HEAT-S71IENGK70ED GLASS 2 ID90' PLASTIC INTERLAYER .W4• IROS y PVB by 3 1/e' HEAt-INSULA T D AIR E PA GLASS "= '_ _ _ Iwrorny Merica Ino 4 1/4' INSULATED AIR SPACE i • �' --' 5 1/13' ANNEALED GLASS INSULATED !AMINATED GLASS COMPOSITION TYPE 7 129E GLM• DESCRO'no11 BE= LN@TASB DL9CIDPRON 1 I B ANNEALED GLASS 2 OD90' PLASTIC INTERLAYER 4' SAFLEX PVH by 3 1/8' ANNEALED GLASSS ' T EActrwn CMnkAI co. 4 1/4' DSIA.ATED AIR SPACE 5 1/e' ANNEALED GLASS Nlaia' GLAZING DETAILS AND OPTIONS NOTE: WINDOWS WITH GLASS TYPES "6 & 7' INSTALLED ABOVE 30ft IN THE HVHZ, THE I.G. IN THE EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH -THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chnpt— 24 Section 2411.3.3.7). . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . E 8 sg s p 0 . . ... . . . . ... A14 S.M.S. V/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE E1£VATBIND AF SHEET W • • FOR IMAX. WASiENER SPACI f) -. • • •• • • • INTERN& FISH • NOT PYO-AWFN �'DU IES, IN • • • i'�i p )LAS • •16TTERIOR ---------------- EXT. GRADE HACK BEDDING ( L VI BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER <TYPJ • ALUMINUM MULLION — SEE MULUON APPROVALS FOR MULUON TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SMALL GOVERN - INTERIOR 26 6 6 25 � 21 5 LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QIIAISFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. -N 12 X 3/4' S.U.S. EXTERIOR T~ EXT. GRADE PERIMETER (SEE ELEVATION AND CAULKING NOT BY DP TABLES FOR QUANTITY —VSGN INDUSTRIES', TO BE APPLIED BY OTHERS ( 1 B CTYPJ STUCCO OVER METAL LATH NAILED TO SHIM EXTERIOR GRADE PLYWOOD SHEATHING 12 S.D.S. X 1 1/4' L - EE ELEV. FOR SPACING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC- NCWOOD WOODFRAME INSTALLATION DETAIL ALUMINUM MULLION — SEE MULUON APPROVALS FOR MULUON TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SMALL GOVERN - INTERIOR 26 6 6 25 � 21 5 LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QIIAISFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. -N 12 X 3/4' S.U.S. SEE MULLION APPROVALS FOR FLAT HEAD, PHILLIPS. MULLION TYPE, SIZE AND MAX. (SEE ELEVATION AND DESIGN PRESSURE LIMITATIONS. DP TABLES FOR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE AND FASTENER SPACING)1/4' MAX. HUNG WINDOW OR MULL SHALL GOVERN SHIM 12 S.D.S. X 1 1/4' L - EE ELEV. FOR SPACING I NOTE: i 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: _ A) STEEL : Fy - 36 KSI MIN. —J (STEEL 18 GA. MIN. THICK - 0.048 EiIT):+RIOR PERIMETER WINDOW FRAME B) ALUMINUM : 6063-T5 MIN. SEALANT (ALUM. 0.078- MIN. THICK) EXTERIOR GRADE 2 EXTERIOR E 1 PERIMETER CAULKING FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL F PRODUCT REVISED w complying with Lhc Florida Building Code Ameptana 1% 1 - 21 2I EXpirstion Dem ) By Miami Dade Pmdw ConDd o a 5.'Pi E 8 sg s p 0 oz o W y & of � x Z a rc 2 p � •i m (i 0 Ej 4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY (PSF)-VIEW WINDOWS W/3H VENTS • • • •• • •�! �� • • • • • • DESIGN LOAD CAPACITY(PSF)-EQUALLITEIMMOWS C) ao 0 0 m O n h w ao 0 & .. O '� o < Z w Zo O N ` N �� U ? IC\) z .� K Cr 00. K F+ liz- Fa _ E., d P. � k' C7 z a Z V] EW C4 z o P o ] 0 o F a 19 w ca r `o o o o C WINDOW # Jamb Anchors +/- Pressures (psf) • INDQ1�l• # Jamb Anchors; +/- Pressures (PSO Glass T a GlassT a GlastT eo Type Type �p 4 5 •6 • • Glass Type Glass Type Glass Type Glass Type Glass Type Glass Type 2 3 4 5 6 7 WIDTH HEIGHT WIClCH HEIGHT 19 125 50.625 6 60.0 80.0 80.0• • 19 125e • 4 80.0 80.0 60.0 80.0 80.0 80.0 26.5 50.625 60.0 80.0 806 • •26 80.0 80.0 60.0 80.0 80.0 80.0 37 50.625 60.0 80.0 80.0 • • * • \ �• • _ � 0 0 0 • • 1�1- 37 26 60.0 80.0 60.0 80.0 80.0 80.0 42 50.625 60.0 80.0 80.0 42 26 80.0 80.0 60.0 80.0 80.0 80.0 48 50.625 60.0 80.0 80.0 so • •48 • • BO.D 80.0 60.0 _ 801.0 80.0 80.0 53.125 50.625 60.0 80.0 80.C• 19.125 59 6 60.0 80.0 80.0 00 53.126 26 _ BO.0 80.0 60.0 80.0 80.0 80.0 26.5 59 60.0 80.0 80.0 19.125 •38.375 4 80.0 80.0 8_0.0 80.0 80.0 37 59 60.0 80.0 80.01 • 26.5 •38.375 �~7 38.375 _60.0 80.0 80.0 60.0 80.0 80.0 80.0 42 59 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0__ 48 59 _ 60.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 53 125 59 60.0 80.01 80.0 48 38.375 53.125 38.375 SU.O 80.0 60:0 80.0 60.0 BO.0 19.125 63 s 60.0 80.0 80.0 80.0 80.0 60.0 80.0 -800 80.0 26.5 63 60.0 80.0 80.0 19.125 50.625 6 80.0 80.0 60.0 80.0 80.0 80.0 37 63 60.0 80.0 _ 80.0 jj I _ 26.5 50.625 801.0 80.0 60.0 80.0 80.0 80.0 42 63 '. 60.0 80.0 80.0- 37 50.625 80.0 80.0 60.0 80.0 80.0 60.0 48 63 '- 80.0 80.0 42 50.625 _ 80.0 80.0 __60.0 80.0 80.0 50.0 53.125 63 ^' _60.0 60.0 80.0 80.0 48 50.625 _ 80.0 80.0 60.0 60.0 80.0 SO.0 19.125 74.25'" 8 60.0 80.0 80.0 53.125 50625 __ 80.0 80.0 60.0 BQD 80-0 26.5 74.25Y• 60.0 - 80.0 80.0 19.125 59 6 _80.0 80.0 80.0 60.0 80.0 8Q0 80.0 37 74.25'l- 60.0 80.0 80.0 r7i 2.6.5 59 80.0 80.0 60.0 80.0 BU.0 42 74.25*' 60.0 80.0 80.0 37 59 - _8C.0 80.0 80.0 60.0 80.0 80.0 80. U_ 19.125 78 8 60.0 80.0 80.0 42 59 80.0 801.0 60.0 BO.0 80.0 26.5 7P 60.0 80.0 80.0 48 59 _80037 80.0 80.01 - - - 80.0 78 60.0 80..0 80.0 42 78 59.0 79.0 79.0 53.125 59 80.0 80.0 - - 80.0 DESIGN LOAD CAPACITY (PS F) - VIEW WINDOWS W/ 4H VENTS , - / // � 142 19.125 63 6 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 WINDOW # Jamb Anchors + / _Pressures (� Glass Type Glass Type 1 37 63 60.0 80.0 80.0 80.0 _ 80.0 80.0 60.0 _ _ 80.0 80.0 80.0 s3 WIDTH HEIGHT Glass Type 4 5 6 Id so.o 60.0 6o.0 80.0 80.0 eo.o m € Y� §N ass ,I '9 '255 n E a37 E53.125 �R19.125 E26.5 !t 8 y R 1 m o c S sloes=tosv s'r f`�O 2 UF.C.7 M 0 W-- .•" r w 4 .;j m f 4 • ~ 'SCI o U,`i sslss�N,` w a as 63 80.0 80.0 - - ---_- 80-0 19.125 59 6 60.0 80.0 80.0 53.125 63 80.0 80.0 - 80.0 2.6.5 59 60.0 8n.n .9nq 19.125 74.25 8 _ 80.0 BD0 60.0 ao.o eo.o 900 74.26 80.0 �s0.it 60.0 80.0 80.0w.0 - 80.0 59 60.0 80.0 80.0 37 74.25 42 59 60.0 80.0 80.0 42 74.25 80.0 - - - 80.0 _ _ 80.0 80.0 - - - 80.048 59 60.0 80.0 80.0 48 74.25 80.0 80.0 80.0 59 60.0 80.0 80.0 53.125 74.25 _- 74.0 77.0 - - BO,D 63 6 60.0 80.0 800 19.125 78 - 8 80.0 80.0 60.0 60.0 80.0 80026.5 63 60.0 80.0 80.0 78 80.0 80.0 60.0 80.0 80.0 80.0 37 63 60.0 80.0 80.0 APPROVED CONFIGURATIONS 37 78 __ 80.0 80.0 - - - 80.0 42 78 79.0 79.0 - - - 79.0 42 63 60.0 80.0 80.0 48 63 _ 60.0 80.0 80.0 48 78 71.0 71.0 71.01 „ „ „. i%!/ ,[vOUCTRrVISED �a cornplyiey- Budding co4ewi h he Florida Aaept--N. 11 -1%U -.7,1z &M'n Mu of Dace LE LITE zy� '0 n o y s o a 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 UN -EQUAL LITE 26.5 74.25 60.0 80.0 80.0 1APPROVED 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 //�,�% iN� �,.�% i� �"�(% i/U. 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 CONFIGURATIONS - EOUAL 42 Td 59.0 1 79.0 79.0 FRAME HEAD L-7701 O .5oo r.062 It 2651-) ( aoes-Ts ALwm+vu ) FRAME SILL �L-7702 l 2 1 ( a063 -T5 uUlmma ) dl FIXED MEETING RAIL L-7704 FRAME JAMB L -770q . _. C • . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 6063-T6 ALUMINUM 3 L-7803 o u 2 FIN FRAME JAMB 6063 -TG ALUMINUM 4 L-7704 w z 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 Y 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 ,r ... O • i i •^ q� i • • FRAM t'W COPNE�t VENT. INTERLOCK RAIL VENT BOTTOM RAIL L-7705 L-7706 O(6063 -Te A1marPy 1 O (6063-ra dw�mlrnt ) VENT JAMB RAIL L-7707 O(eons -T6 AUWMVU ) I-1375— A62 VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7539 L-7708 L-7711 L-4204 O6 O 16 17 .est ( 6063-76 ALvZNU)i 1 (6068 -Te AUnfiM) ( ooe3-ta Ju.u�u II .I 1 L -=a9 050 1 -H A13 BOB 1 .391 .115 —773--I� .773 6063-T6 ALUWNUY 1 • • • • •IBq�. jdQ • • FRAME S111 (D FRAME BOTTOM CORNER VENT TOP CORNER PIA VElli TOP RAIL 9 OVENT ROTTOu RAIL VENT BOTTOM CORNER FRAME & SASH CORNER DETAILS P26DUCT REVISED e3 --Plying witb Lhe Florida RWidiag Code Acap—NP -1L1 ,LI E.0'.6on 1 By Miami Daae Coomol y BILL OF MATERIALS a ITEM i PART # REQD. DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 W I FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 o u 2 FIN FRAME JAMB 6063 -TG ALUMINUM 4 L-7704 w z 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 Y 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 is 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 ^i e 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 9 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS 08 X 3/4' P.H. PHILLIP 10 FS -040 AS READ. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. It I L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 ✓ j W AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.230' PWS -005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.350' PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' L12PWS-003 HC -024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 ■ JAS REWD. GLAZING SILICONE SEE GLAZING 2 SHT. 3 2426 ■ 2 Laminated Glass SEE GLAZING DETAILS 25 HC -057-1 2 VENT LIFT LATCH MOLDED NYLON r27 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON ■ 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 r r ■ ■ 31 SM -5504 AS REQ'D.j JOINT SEALANT SM -5504 32 1 ■ JAS REQ'D. PERIMETER ACRYLIC CAULK OSI POI YSEAMSEAL P26DUCT REVISED e3 --Plying witb Lhe Florida RWidiag Code Acap—NP -1L1 ,LI E.0'.6on 1 By Miami Daae Coomol y a F O O w A N o V N W O O a:� a o v C o u W 0 2i >: w z s w = D min ^ R Iz O o Y O is o z � a, ^i e z O EQ s � - 1 a W E+ F =4 ✓ j W a w N V E ci o v �S o u N 0 s i Y is M IAM I-DADE MIAMI -DA DE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE _(N9 _ www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and re;;ulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section. to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or materialeWs to ...... perform in the accepted manner, the manufacturer will incur the expense of such tejt�tg gnd the*AJ may •. immediately revoke, modify, or suspend the use of such product or material within 4%4jyrisdidt�ojr ;RER ...• • reserves the right to revoke this acceptance, if it is determined by Miami -Dade "i" Product Control • Section that this product ormaterial fails to meet the requirements of the applicable 4L?i44i%Cg code.* e o e This product is approved as described herein, and has been designed to comply wilt "e FlorNelgttilding ..:... Code, including the High Velocity Hurricane Zone.- ":": .' ••••• DESCRIPTION: Series "HS -8700 (Flange --Frame)" Aluminum Horizontal Sliclijrg,%Vjndow- W1.I. "'0:' APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizon;l Rolling Flange impact....:. Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D, dated; 14MI/17, Qrepared by:,,..,,:manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the M.iam%bac% CoiM.Product• • Control Revision stamp with the Notice of Acceptance number and expiration date by the N iWI-Dade County Product Control Section. MISSILE IMPACT RATING: Large_ and Small Missile Impact Resistant LABELING: Eachh 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 provic'.ed 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. 17-0222.14 and consists of this pale 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. 'Z-' r NOA No. 17-1212.17 MIAMIDADECOUNTY 0112-61Z05 Expiration Date: April 11, 2022 14 Approval Date: February 01, 2018' Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal 0000 sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, pretwr,�• by • Hurricane Engineering & Testing, Inc., Test Reports No. HETI-104049 and • ... • • HETI-10-3051, dated 03/23/11, signed and sealed by Candido F *M1, P.E. • • • • • •: • 0000.. (Submitted under NQA yo. 11 -0705.10) . • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per RIC'I'AS 2A�.- 4 • along with marked -up drawings and installation diagram of •$ • s$ecime as of an .0:00o aluminum horizontal sliding window, XOX (1/4-1/24l' -Ind 173.4/3.1/3) 0000.. configuration, prepared by Hurricane Engineering & Testing, ]ic : Y -est Repotts No. •; HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, INTI -144743 and :00": HET -10-3225, dated 03/23/11, signed and sealed by Candido F 0Fent,-OP.E.0 0 0 0 ; • • • •; (.Submitted under NOA No. Il -iWV 10) 3. 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 horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NDA No. 11 -0 705. 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 an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11 -0 705.10) Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. • A � NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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 2411 3.2.1, TAS 202-94 along with marked -tip drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-21168; dated 02/28/08, signed and sealed by Candido F. Font, P.E. 0000 (Submitted under NPA No. 09-870#,85) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ... • • . ... 2) Uniform Static Air Pressure Test. Loading per78V TAS 2@2.94 0000.. 3) Water Resistance Test, pe- FBC TAS 202-94 • • • • 4) Large Missile Impact Test per FBC, TAS 201%1..' • • • • • • 0000 5) Cyclic Wind Pressure Loading per FBC, TAS•2g3.9 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202'94 along with marked -up drawings and installation diagram of 8 spgci0,m0ei00**.s of an ' aluminum horizontal sliding window, XO configuration, prepared by.Fenestj260iii• Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-30A•and rTL-W4, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by4'&S Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E-2 0000.. 0000.. 0090.. 00.00 0 0000. 0000.. . 0 0000.. 000000 0 • Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date, April 11, 2022 Approval Date: February 01, 2018 s Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol* Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color GIass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conEorrnance, complying -with the FBC 61h Edition (2017), dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos: P.E. (Submitted under NOA No. X2-07 08) 3. Laboratory compliance letter for Test Reports No. HETI-10-304f, IETI-10'-:SAA$, HETI-10-3049, HETI-10-30491, HETI-10-3050, HETI-10-3051,TMI-1Q,605jB, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-313Q,,hW1'I-10-3131, HETI-10-3223, HETI-1.0-3224, HET -10-3225 and HETI-10-3226.j[11 issue 1:X Hurricaine Engineering & 'testing, Inc., dated 11/09/10, 03/23/1 f am1-C4/25/1l..signed and sealed by Candido F. Font, P.E. (Submitted under AU4* o.11 870510) 4. Laboratory compliance letter for Test Report No. HETI-10-325;; :died by I'�hrfieane Engineering & Testing, Inc., dated 04/25/11, signed and sealed Zy Rafael 4. If�oz- Seda, P.E. (Submitted under .6dOA•No. X 1-V70? l0) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033; HETI-0.8-kQ4, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-?11-6A and HETI-08-2116B, issued by Hurricane Enginecring & Testing, Inc, dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing; Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/281102, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal Sliding Window — LM.I." approved on 04/13/17 and expiring on 04/11%12. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 F.-3 A Al .. .. -721Z.1� ria By Miami z \\ . . . . . . . .. .. . . . . . . . . ... . . . . .. . ••• O NOTE: X X0 1) REFER TO SHFET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR t4:RTiCAL CROSS-SECTION DETAILS "A, Al. B. & BI" REFER TO SHEET /3 31 FOR HORIZONTAL CROSS•-SECTICN DETAILS "C, D, & E" REFER TO SHEET M4 4) RErF3 TO SHEET 6 OF 10 FOR DESIGN ]AAD CHARTS AND NOTES. p h\q) - ioi333 =w.L -721Z.1� ria By Miami z \\ elk F _I B B1 •• O NOTE: X X0 1) REFER TO SHFET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR t4:RTiCAL CROSS-SECTION DETAILS "A, Al. B. & BI" REFER TO SHEET /3 31 FOR HORIZONTAL CROSS•-SECTICN DETAILS "C, D, & E" REFER TO SHEET M4 4) RErF3 TO SHEET 6 OF 10 FOR DESIGN ]AAD CHARTS AND NOTES. p h\q) IQ jL6 __ ;2 xal Lite i 3-I /3-1/3) NOTES' +` 1) RF.i'ER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FORM':.R i AL CROSS-SECTION DETAILS "A, Al, B, & Bl* REFER TO SHEET y3 - 41n NTAL r-RnSS-SECTION OF,TAILS "0, k' R' PrFv Tn, c FPT .a 4) REFER. TO SHEET B OF 1.0 FOR DESIGN LOAD CHARTS AND NOTES. P� Al - ioi333 =w.L -721Z.1� ria By Miami z \\ D F _I D IQ jL6 __ ;2 xal Lite i 3-I /3-1/3) NOTES' +` 1) RF.i'ER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FORM':.R i AL CROSS-SECTION DETAILS "A, Al, B, & Bl* REFER TO SHEET y3 - 41n NTAL r-RnSS-SECTION OF,TAILS "0, k' R' PrFv Tn, c FPT .a 4) REFER. TO SHEET B OF 1.0 FOR DESIGN LOAD CHARTS AND NOTES. P� Al NOTES: XDX - Un -Equal Lite (1/4-1/2-1/4 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & 131" REFER TO SHEET y3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D. & E" REFER TO SHEET 05 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS •�• ��: •; Gell Notes: • • • • • 1.)•;AWINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS • • • • • • • GPF�HE FLORIDA BUILDING CODE (2014 -5th Edition & 2017 -6th Edition, INCLUDING *00 HIIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS • • • 0 • • o • • • *OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL 03) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON •% • • • • • • • ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER • • • • • • • �(D.C.). AND AS TABULATED ON SHEETS 6, 7, or 8. • • • • • ••• .•*) 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.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABUt,ATED HEREIN (SEE SHEETs J6. 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET., #0._7 or 8). 6) WINDOWS WITH CLASS TYPES "A. C, OR G" INSfAL.LED ABOVE SOFT IN THE HVHZ. THE I.C. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 6.) SEE SHEET 9 FOR GLASS 'TYPES. 9.) SFE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. iD.) SEE SHEST 7 FOR DESIGN PRESSURES ON EQUAL -LTTE "XOX" WTNI)Ol - 11-) SEE SHEET 5 FOR DESIGN PRESSURES ON UN -EQUAL LITE 'XOX' WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETANS SEE SHEE:fS 3. 4, or 9 IO) t.- & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14�XT ) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TRMATFD AND - A?.fraOREpv (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET L'3.4 & 5 FOR DETALLS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. !C.) 3Et: SHEET g 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OFTIOAS. 17.) MULLING HORIZONTAL SLIDING WINDOWS AITH OTHER 'IYFES OF MIAM[-DADS COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACC`PTA6LF. SU'T THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO TiIz ENTIRE MULLED SYSTEM. 10.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE P.7NT[;DFLATED AND Z iAL, MEET SECTION 2000.3.4 OF THE FLORIDA BLD... riioOucrRBvlsed BWIdmB"'d"�Fbrida - ioi333 =w.L -721Z.1� ria By Miami z 1 D H 01111 NOTES: XDX - Un -Equal Lite (1/4-1/2-1/4 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & 131" REFER TO SHEET y3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D. & E" REFER TO SHEET 05 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS •�• ��: •; Gell Notes: • • • • • 1.)•;AWINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS • • • • • • • GPF�HE FLORIDA BUILDING CODE (2014 -5th Edition & 2017 -6th Edition, INCLUDING *00 HIIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS • • • 0 • • o • • • *OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL 03) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON •% • • • • • • • ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER • • • • • • • �(D.C.). AND AS TABULATED ON SHEETS 6, 7, or 8. • • • • • ••• .•*) 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.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABUt,ATED HEREIN (SEE SHEETs J6. 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET., #0._7 or 8). 6) WINDOWS WITH CLASS TYPES "A. C, OR G" INSfAL.LED ABOVE SOFT IN THE HVHZ. THE I.C. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 6.) SEE SHEET 9 FOR GLASS 'TYPES. 9.) SFE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. iD.) SEE SHEST 7 FOR DESIGN PRESSURES ON EQUAL -LTTE "XOX" WTNI)Ol - 11-) SEE SHEET 5 FOR DESIGN PRESSURES ON UN -EQUAL LITE 'XOX' WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETANS SEE SHEE:fS 3. 4, or 9 IO) t.- & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14�XT ) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TRMATFD AND - A?.fraOREpv (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET L'3.4 & 5 FOR DETALLS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. !C.) 3Et: SHEET g 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OFTIOAS. 17.) MULLING HORIZONTAL SLIDING WINDOWS AITH OTHER 'IYFES OF MIAM[-DADS COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACC`PTA6LF. SU'T THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO TiIz ENTIRE MULLED SYSTEM. 10.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE P.7NT[;DFLATED AND Z iAL, MEET SECTION 2000.3.4 OF THE FLORIDA BLD... riioOucrRBvlsed BWIdmB"'d"�Fbrida - ioi333 =w.L -721Z.1� ria By Miami z DA P.-' Coped TEST UNIT SIZE. III- X 63" INSTALLATION FASTENERS (A) 10 AT FRAME HEAD IT AT FRAME HEAD IF DP ABOVE 70.E (B) 10 AT EA. FRAME SUL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE 13 & p4. r— 85 3/8' OVERALL FRAC WIDTH 84 3/8' INTERIOR Ff•+ME•Vl1•TH — � TEST UNIT SIZE: 74' X 63' t.uTi FASTENERS • • • I : 45p6 I& REQUIREDIrATT•1 EEyCIAL �NG RC. , • FOR UNITS VTH LIP AHOVEi • • • • • • e AT N''RR�A�1ME HEAD IF DP ABOVE 70.( (B 8 AT EIC FRAME SILL 70PSF (j� )• • —lug( • • • ill' OVERALL FRAME WID-H 8 AT (•,DISE SILL D• DP ABOVE 70.0) LC AT `E A. TRAME JAMB 110' INTERIOR FRAMs: WIDTH r375' MAY Q: J REQUIRED AT MEETING RAILS REQUIRED A Al . S�E GERERAL NOTE /3 k J4. (C) 5 AT EA.. FRAME JAMB T— � *SEE CENERAL NOTE y3 Be ®4. t (TYPfGL Ar Max. DLO. W 1M..': D. C. Wtlth 24 } 4_• • • • • • • • • • • • • • •At 2. TWO ADDITIONAL ANCHORS REQUIRED V/ SILICONE AND ARE 'AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE �70PSF / - 75PSF (4 TOTAL) i XOX" WINDOW EQUAL LITE '• AL�CpRNER51 N,�Ta�gg C"SEE-VERTICAL CROSS -SECTION DETAILS 'A, AI. B, t Bl• AT SHEET M3 TEST UNIT SIZE 111• X 63' 2. SEE HORIZONTAL CROSS-SECTION DETAILS K, D. t E.AT SHEET- 45 TNSTALLATION FASTENERS * ill' OVERALL FRAME WID-H (A) 10 AT FRAME HEAD 110' INTERIOR FRAMs: WIDTH (14 AT FRAME HEAD W DP ABOVE 70.0) TWO ADDITIONAL ANCHOR^ J REQUIRED AT MEETING RAILS REQUIRED A Al co (C) 5 AT EA.. FRAME JAMB r--+D.Tet-1 4,� )- tz —( ( oD1 urx Q(:)— *SEE CENERAL NOTE y3 Be ®4. NOTES: ( "OX" REVERSED ) Q �J 1. SEE VERTICAL CROSS-SECTION DETAILS •A. Al, B, L 31• AT S: EET 431-4. N SEE HORIZONTAL CRASS -SECTION DETAILS 'C, D, L E" AT SWEET 44 13 1/4' O'. M. Mo . D.L.C. idth ANCHOR NOTES: } 7 fl 1. SAME ANCHOR SPACING AT HEAD t SILLEXT. t LWT. FALSE COLONIAL MUNT INS ARE APPLIED V/ - 2. TWO ADDITIONAL ANCHORS REQUIRED V/ SILICONE AND ARE 'AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE �70PSF / - 75PSF (4 TOTAL) i XOX" WINDOW EQUAL LITE '• AL�CpRNER51 N,�Ta�gg C"SEE-VERTICAL CROSS -SECTION DETAILS 'A, AI. B, t Bl• AT SHEET M3 TEST UNIT SIZE 111• X 63' 2. SEE HORIZONTAL CROSS-SECTION DETAILS K, D. t E.AT SHEET- 45 TNSTALLATION FASTENERS * ill' OVERALL FRAME WID-H (A) 10 AT FRAME HEAD 110' INTERIOR FRAMs: WIDTH (14 AT FRAME HEAD W DP ABOVE 70.0) TWO ADDITIONAL ANCHOR^ (B 0 AT EA FRAME SILL ) 1 REQUIRED AT MEETING RAILS REQUIRED A Al M - FOUNITS WITH DP ABOVE (14 AT FRAME SILL IF DP ABOVE 700) /- JCPSF VI H TAU (C) 5 AT EA.. FRAME JAMB r--+D.Tet-1 4,� )- tz —( ( oD1 urx Q(:)— *SEE CENERAL NOTE y3 Be ®4. M. Mo . D.L.C. idth } 7 fl 4 -'3 1 4 _ _--- 94 „1 n to i N o rn '• AL�CpRNER51 � � ^ 1 pL 1.SANE ANCHOR SPACING AT HEAD t SIL / ly 2. ANCHORS REWIRED l MUNT NSDIT ARE APPLIED W/ 2 H131/4- D.C. Z > J Z 51' ALL CQRND35) •13 DL. • 1/. O.c. _ f J p J 13 1— O.0 � u > z _ o 13-1/44, C.C. 5I 74. OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH TVD ADDITIONAL ANCHORS RE-IR:O AT MEETING RAILS FIX2 UNITS WITH DP ABOVE Al / 7DPs. U TDTAU 5' T � No ! ' �� D.L.O. iCth 4 -'3 1 4 _ _--- 94 „1 n to i N o rn '• AL�CpRNER51 � � ^ 1 pL 1.SANE ANCHOR SPACING AT HEAD t SIL / ly 2. ANCHORS REWIRED l MUNT NSDIT ARE APPLIED W/ 2 H131/4- D.C. Z > J Z AT MEETING V/ SILICONE AND ARE AT MEETING RAILS FOR UNITS WITH AVAILABLE AS nPT10NAL. co vo Oc C � DP ABOVE •/- 70PSF (a TOTAL) b v4• yl L2> 5"r SERIES -8700 HORIZONTAL SLIDING WINDOW :1-7 .T FLANGE FRAME ELEVATIONS - L.M.I. I- — -- - 5'!SL CORNERS) - - - — I j, V ANCHOR NOTES ' 1. SAME ANCHOR $PACING AT HEAD t SILL EXT. t INT. FALSE COLONIAL MUNTINS ARE 2. TWO ADDITIONAL ANCHORS REQIIRED AT APPLIED V/SILICONE AND ARE AVAILABLE as OPTIONAL. BOVENG•70PSF FOR 75PSF (4WITH TOTAL) "XOX" WINDOW - UN -EQUAL LITE NOTES: I . SEE VERTICAL CROSS-SECTION DETAILS "A. AI, B, t BI• AT SHEET Y3 2. SEE HORIZONTAL CROSS-SECTION DETAILS •C. D, t E' AT SHEEi 45 13 I/4. D.C. u 1/4' ac D4 13 1/4. OC _j 13 1/4' O.C. PRODUCT REV]SED 6i Cu@0•+PIYIDB wilA 1Le Florid• Bdvg Code eANlo -1 iI L. '� �.y.. w.Dn DAh D41e Rb L>_ By AFimti D Product Contrd a M 1 2! m 94 „1 n to i N o rn '• AL�CpRNER51 � � ^ 1 pL 1.SANE ANCHOR SPACING AT HEAD t SIL / ly 2. ANCHORS REWIRED l MUNT NSDIT ARE APPLIED W/ 2 H131/4- D.C. Z > J Z AT MEETING V/ SILICONE AND ARE AT MEETING RAILS FOR UNITS WITH AVAILABLE AS nPT10NAL. co vo Oc C � DP ABOVE •/- 70PSF (a TOTAL) b v4• nc � NOTES: ( "OX" REVERSED ) Q �J 1. SEE VERTICAL CROSS-SECTION DETAILS •A. Al, B, L 31• AT S: EET 431-4. N SEE HORIZONTAL CRASS -SECTION DETAILS 'C, D, L E" AT SWEET 44 13 1/4' O'. 5• 5"r SERIES -8700 HORIZONTAL SLIDING WINDOW :1-7 .T FLANGE FRAME ELEVATIONS - L.M.I. I- — -- - 5'!SL CORNERS) - - - — I j, V ANCHOR NOTES ' 1. SAME ANCHOR $PACING AT HEAD t SILL EXT. t INT. FALSE COLONIAL MUNTINS ARE 2. TWO ADDITIONAL ANCHORS REQIIRED AT APPLIED V/SILICONE AND ARE AVAILABLE as OPTIONAL. BOVENG•70PSF FOR 75PSF (4WITH TOTAL) "XOX" WINDOW - UN -EQUAL LITE NOTES: I . SEE VERTICAL CROSS-SECTION DETAILS "A. AI, B, t BI• AT SHEET Y3 2. SEE HORIZONTAL CROSS-SECTION DETAILS •C. D, t E' AT SHEEi 45 13 I/4. D.C. u 1/4' ac D4 13 1/4. OC _j 13 1/4' O.C. PRODUCT REV]SED 6i Cu@0•+PIYIDB wilA 1Le Florid• Bdvg Code eANlo -1 iI L. '� �.y.. w.Dn DAh D41e Rb L>_ By AFimti D Product Contrd a M 1 94 ANCHOR NOTES: �� 1 pL 1.SANE ANCHOR SPACING AT HEAD t SIL / ly 2. ANCHORS REWIRED l MUNT NSDIT ARE APPLIED W/ 2 AT MEETING V/ SILICONE AND ARE AT MEETING RAILS FOR UNITS WITH AVAILABLE AS nPT10NAL. (() DP ABOVE •/- 70PSF (a TOTAL) "XO" WINDOW EQUAL LITE. NOTES: ( "OX" REVERSED ) Q �J 1. SEE VERTICAL CROSS-SECTION DETAILS •A. Al, B, L 31• AT S: EET 431-4. N SEE HORIZONTAL CRASS -SECTION DETAILS 'C, D, L E" AT SWEET 44 M 5"r SERIES -8700 HORIZONTAL SLIDING WINDOW :1-7 .T FLANGE FRAME ELEVATIONS - L.M.I. I- — -- - 5'!SL CORNERS) - - - — I j, V ANCHOR NOTES ' 1. SAME ANCHOR $PACING AT HEAD t SILL EXT. t INT. FALSE COLONIAL MUNTINS ARE 2. TWO ADDITIONAL ANCHORS REQIIRED AT APPLIED V/SILICONE AND ARE AVAILABLE as OPTIONAL. BOVENG•70PSF FOR 75PSF (4WITH TOTAL) "XOX" WINDOW - UN -EQUAL LITE NOTES: I . SEE VERTICAL CROSS-SECTION DETAILS "A. AI, B, t BI• AT SHEET Y3 2. SEE HORIZONTAL CROSS-SECTION DETAILS •C. D, t E' AT SHEEi 45 13 I/4. D.C. u 1/4' ac D4 13 1/4. OC _j 13 1/4' O.C. PRODUCT REV]SED 6i Cu@0•+PIYIDB wilA 1Le Florid• Bdvg Code eANlo -1 iI L. '� �.y.. w.Dn DAh D41e Rb L>_ By AFimti D Product Contrd a M -n H ,. W P°s ,:fin` "u• 'l 0 0 I L NOI LtI I Id- S i�I[S 1dN01 Ld �'� 33NV1S10 3003 'ON (1 uops?dxg P �1'tiZl' ON��'raa,oy v N!W O41QWa8•sCldwmm v 1N3 CM%A3N larlaoNd NIW CdA 1) 33VdS WIHS <Q3I 038 S3I111NVn0 80J S3n8V1"OVO1 01 83338) 'ONO3 210 DOOM O1N1 NOI1V813N3d .Y/i 1 30 WfIWINIW V H11M . `'3NO3 01NI S83N31SVJ ':;NO:) G3^CdddV 10 SNOOdVl .Y/I '" .... 80 "Q00^ O1NI SM3N3S 'QM'80 SNS 21# 39 01 SBOHONV ' :3100 S?JOHDNd 'C381nb:pi loN 3LiY 319IHS %9/1 NVHL S$31 SI AHNOM4 80 A3118 3Hi u'NY 2NYS1 AMNIM 3H1 N33AWS dYJ 3H1. N3HA . ('dAl)S83H10 A5 '`%x R `94 `hq S133HS NlnVO 3098_% ?-'1U 131X3 (I3AWdV NV /M (13-IV3S 33 NO S18VH:) d0 33S M 3WV8J MOCNIM 3.11 JO 6i 13Wi213d '1X3 03SOd X3 3H1 2 3NO31lIS Hl?M (31lddV_ -- <"8ki) b3llV1SN1 ACONIN AS IVNOI1d0 - 83SI8-.1 US _MN Y 11 A 8313WI83d 36UN3 3Hl JnOHOn08H1 NnnV3 30VL'0 LZ '1x3 NV /M '.33. S-N3VO 39 Ol 30NVIJ 3WV8J I'MUNIM 3H1 I ::iei ok Xui,i.: J LV6iii xuaividi JI'd.L�7 @lOIiVI'�dLSNI ?PIMA (I00A - 1 — TV13(l 31VNN3i-IV (iDv 2i0I2131X3 <?Aii 33VdS 'XVW-'Yfl' I 03e; (ONIOVdS 83N31SVJ 'XVW 803 211 133HS lV NOUVA313 33S) CGO^ O1NI 1N3Wa3HW3 'NIW .Y/l I /^ 'S'W"S Yl# (dAl) Sb3H10 A9 C317deV 36 01 .S31b1S17UN1 NOSA.'l. .(H AN DNDI _�nV3 T 8213WI4:d 3QVb� '1X3 JNIHIVJH] UUUnA Id .fu Vd'J blJltl.JlXJ O1 03lJVN HlVI -IV-13W 83nO 033n1S ssv-ID a3t a�Ia:�1,Nr aNf10dWI.1J DNIaa: 3AIS3HOV 3N031 -11S 2JV3" 3]tldS WINS 09 000 40 • •• • • • • ••• • p a P • • • • • • • • • P p n •• ••• •• • • • •• p v QN3W0 .V. P 'NIW A W31SAS ONUVID 3H1 A8 • • • • WSOdWI•S(lVOI Ni-.'.SnS 1$ nW wiai Sn0NI • • • wstwl MH iON) OjWVi13 jt# nnEi a00^ '2 • • •• • • ("c&A ) nrR31 �JO '^O1H AS 3t AVA36 3H O1 R • • •• �l 1V8d.13S:33%33NwJW3 SNO?W 000^ lltl 'I-- • • • ••• • • • • ••• • • • •• •• • • • • • • ••• • • • ••• • • -NIW .t1/1 l (ONIOVdS 83N31SVJ XVW 803 211 133HS 1V NOIIVA313 33S) ONO3 O1N1 1N3W03HW3 MW �.0/l I /M NO3dV1 .b/l Z coi a m 0 a a c7 a 1 r Cc, a aja Id� n z v r C b ' `z o I F �] smw O c o z < 2 ^ Q Z O T f –0 0 o z Z n n o 0 £ n V m_ ! M 0 0 � A 0 0 I L NOI LtI I Id- S i�I[S 1dN01 Ld �'� 33NV1S10 3003 'ON (1 uops?dxg P �1'tiZl' ON��'raa,oy v N!W O41QWa8•sCldwmm v 1N3 CM%A3N larlaoNd NIW CdA 1) 33VdS WIHS <Q3I 038 S3I111NVn0 80J S3n8V1"OVO1 01 83338) 'ONO3 210 DOOM O1N1 NOI1V813N3d .Y/i 1 30 WfIWINIW V H11M . `'3NO3 01NI S83N31SVJ ':;NO:) G3^CdddV 10 SNOOdVl .Y/I '" .... 80 "Q00^ O1NI SM3N3S 'QM'80 SNS 21# 39 01 SBOHONV ' :3100 S?JOHDNd 'C381nb:pi loN 3LiY 319IHS %9/1 NVHL S$31 SI AHNOM4 80 A3118 3Hi u'NY 2NYS1 AMNIM 3H1 N33AWS dYJ 3H1. N3HA . ('dAl)S83H10 A5 '`%x R `94 `hq S133HS NlnVO 3098_% ?-'1U 131X3 (I3AWdV NV /M (13-IV3S 33 NO S18VH:) d0 33S M 3WV8J MOCNIM 3.11 JO 6i 13Wi213d '1X3 03SOd X3 3H1 2 3NO31lIS Hl?M (31lddV_ -- <"8ki) b3llV1SN1 ACONIN AS IVNOI1d0 - 83SI8-.1 US _MN Y 11 A 8313WI83d 36UN3 3Hl JnOHOn08H1 NnnV3 30VL'0 LZ '1x3 NV /M '.33. S-N3VO 39 Ol 30NVIJ 3WV8J I'MUNIM 3H1 I ::iei ok Xui,i.: J LV6iii xuaividi JI'd.L�7 @lOIiVI'�dLSNI ?PIMA (I00A - 1 — TV13(l 31VNN3i-IV (iDv 2i0I2131X3 <?Aii 33VdS 'XVW-'Yfl' I 03e; (ONIOVdS 83N31SVJ 'XVW 803 211 133HS lV NOUVA313 33S) CGO^ O1NI 1N3Wa3HW3 'NIW .Y/l I /^ 'S'W"S Yl# (dAl) Sb3H10 A9 C317deV 36 01 .S31b1S17UN1 NOSA.'l. .(H AN DNDI _�nV3 T 8213WI4:d 3QVb� '1X3 JNIHIVJH] UUUnA Id .fu Vd'J blJltl.JlXJ O1 03lJVN HlVI -IV-13W 83nO 033n1S ssv-ID a3t a�Ia:�1,Nr aNf10dWI.1J DNIaa: 3AIS3HOV 3N031 -11S 2JV3" 3]tldS WINS 09 000 40 • •• • • • • ••• • p a P • • • • • • • • • P p n •• ••• •• • • • •• p v QN3W0 .V. P 'NIW A W31SAS ONUVID 3H1 A8 • • • • WSOdWI•S(lVOI Ni-.'.SnS 1$ nW wiai Sn0NI • • • wstwl MH iON) OjWVi13 jt# nnEi a00^ '2 • • •• • • ("c&A ) nrR31 �JO '^O1H AS 3t AVA36 3H O1 R • • •• �l 1V8d.13S:33%33NwJW3 SNO?W 000^ lltl 'I-- • • • ••• • • • • ••• • • • •• •• • • • • • • ••• • • • ••• • • -NIW .t1/1 l (ONIOVdS 83N31SVJ XVW 803 211 133HS 1V NOIIVA313 33S) ONO3 O1N1 1N3W03HW3 MW �.0/l I /M NO3dV1 .b/l ..a �1. ALL WOOD BUCKS ENGINEERES SBPA:4TELY •'• • • • • • 2x WOOD BUCKS & TO BE REVIEWED BY BLDG. �FILtAi•Tr?.b • • •• • • • • BY OTHERS (TYP.' \ 2. WOOD BUCK AND FRAMING =NU� By ;WSON0 • • ' \ INDUSTRIES) MUST SUSTAIN LO& S i SED • • • • 'RT -1R FINISH_ BY THE GLAZING SYSTEM • • • • • • :I 21 23 • • L•MINgTED 0 ASS 1J � �" •• t/4' MAX. 33 •I '� •-SI!IC�NE•�DHES!yE a14 S.M.S. W/ 1 1/4' SHIM SPACE • •� • •B1�SING l;OMPU0NF1 MIN. EMBEDMENT INT❑ WOOD CTYP.) • • • • • • • UI1'1%RIIY)i' (SEE ELEVATION AT SHEET a2 FOR MAX. FASTENER SPACING)N, Q 17 \ 34) — 2X in 'I' MIN. ..EDGE CISTANCE� ., J <if EEEI{{K[K{-Calf !!f!f!flf.CCl� EXTERIOR WALLFINiSH BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED To EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT SY LAWSON INDUSTRIES, INC. U O q EXTERIOR n EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS CTYP) 73' MAX. —WINDOW FRAME BUCK WIDTH - 74' MAX. - —WINDDW FRAME FLANGF WIDTH - '10" WINDOW EQUAL LITE ( "OX" REVERSED ) 30 31 8 8 22 21 5 LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS, 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. WINDOW INSTALLATION NOTES: L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGi3UT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER CF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN I/B', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE a12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CDNC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) y �r d O F O G � � c 2, a n °p o n ) r7 a .PT. WOOD BUCKS N < e U - O o tr .. C L1. a � rn 1/4' MAX. 3 O n i 2'' SHIM SPACE 4 Z r h W W n (TYP.) Z O Z �a 0 1/4' TAPCDN W/ 1 1/4' Z o MIN. EMREDME(aT INTO CONC. (SEE ELEVATION AT SHEET 02 az o FOR MAX. FASTENER SPACING) Z `] O z 4 J p F ~ S CX O F It U 9 .7 EQBEDI4,LNT 1 I/8' MIN. % p� 1/1 k' a a y�. EDGE DISTANCE I " O o 40 1�y C x 4 � W j O O EXT. GRAD L> 1 n _ co tin CAULK rn g --------------------------------- z Ug PRODUCT REylg p BttHdug CodeMth me nmd. 'D,"P(moe No I •JCI i.t1 Ewpoatioa Date os 8y 1 D)a[k PradLct C—tl j • ... • ...0 0 see• N 12 X 1 3/4' S.M.S. • • • • 1 I/4' MIN. WOOD EMBED • • • ' • • • • • IS ELEVATION AT SHEET X2 • • •• • •• • •• • • FOR MAX. FASTENER SPACING) • • • • • • • CLEAR SILICONE ADFt$FVE• •• • • ' • • 1/4' MAX. 21 22 23 34 BEDDING COMPOUND • LRMINATCD GLASLO• ' ' SHIM SPACE ' CTYP.I 33 EXTERIOR 7 17 • • • ••• •• 5 S7 • •`3i' 31"• • • F 12 ci�_ 1/4' J \'�/ ------- EXT. GRADE O CAULK WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/B', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE M12 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) O WINDOW FRAME BUCK WIDTH -.-----WINDOW FrAME FLANGE WIDTH-- •'XOX" WINDOW EQUAL, AND UN—EQUAL LITE EXT. GRACE CAULK - i O WI > Z o l ) 3 z ) O � d a y • z� Z c CX O OT U a ui Z u j Z o O 5 EMBEDMENT v a l e p a a o 1 1/8' MIN. E u i EDGE DISTANCE A p.. O N_ U O 0 E xo z o 0 PRODUCT REVISED as tO100-8 with the FIQiC. Dtfli 8 Code Acxptanm No-1212.I'j �ita(ioo Dale ou Lr �w. By_L�- n4;.o,i Dbee Produ�y CoaVd I� Fi .PT. WOOD BUCKS e m i e a n W ( 1/4• MAX. M SHIM SPACE a •- N (TVP.) c a ! t m p N i J MOl 3 `� 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. z r o i m w (SEE ELEVATION AT SHEET 92 0 o Z 11 �? FOR MAX. FASTENER SPACING) X .. LL j 1/4• M EXT. GRACE CAULK - i O WI > Z o l ) 3 z ) O � d a y • z� Z c CX O OT U a ui Z u j Z o O 5 EMBEDMENT v a l e p a a o 1 1/8' MIN. E u i EDGE DISTANCE A p.. O N_ U O 0 E xo z o 0 PRODUCT REVISED as tO100-8 with the FIQiC. Dtfli 8 Code Acxptanm No-1212.I'j �ita(ioo Dale ou Lr �w. By_L�- n4;.o,i Dbee Produ�y CoaVd AI I� Fi co W ' N U £ c a ! t m w �? z LL AI Note1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES -E. & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES •A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 20 SILL RISER - OPTIONAL 1 APPLIED WITH SILICONE FOR DP ABOVE 70.0 PSF (-80.0 DP fty11CTREV)SED 88uildiiig '"�tLe Fkri4s ,Pt&nft No I -1242.17 91 6Q E'P�tico Ome 124 t. Lu h 3 I dill o • • nw y WINDOW WIDTH HEIGHT # # Jamb H & S Anchors Anchors Glass T + psf " K' (*2) - psf • • . . • Glass T * f • • +/+Prassures (pst) •'C" ( Glass Type - • + "D" * 2 - psf •. e"E * 3)- - psf Glass T + psf "F" * 3 - psf 24 24 • • 060 . . • . . • 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Note1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES -E. & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES •A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 20 SILL RISER - OPTIONAL 1 APPLIED WITH SILICONE FOR DP ABOVE 70.0 PSF (-80.0 DP fty11CTREV)SED 88uildiiig '"�tLe Fkri4s ,Pt&nft No I -1242.17 91 6Q E'P�tico Ome 124 t. Lu h 3 I dill o nw y WINDOW WIDTH HEIGHT # # Jamb H & S Anchors Anchors Glass T + psf " K' (*2) - psf • • 1 Glsss• + f • • • • • • - • • Glass T * f • • +/+Prassures (pst) •'C" ( Glass Type - • + "D" * 2 - psf Glass T + psf e"E * 3)- - psf Glass T + psf "F" * 3 - psf 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65. • • 15.0 • . •70. ZQ o 70.0 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 • • • 5 -' • a • 70.0_ 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 • 5.�1 • 7-0. (;---71).0 70.0 70.0 80.0 80.0 80.0 , 80.0 24 36 3 4 65.0 65.0 65.0• • 85.0• • •0. 79.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.070.0 7000.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 7 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.G 72 36 3 6 65.0 65.0 65.0 65.0 TO.O 70.0" 700 70.0 80.0 80.0 80.0 80.0 24 48 4 .4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 90.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.3 70.0 70.0 80.0 .80.0 _ 80.0 SO.G 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70_0 10.0 80.0 80.0 80 60 48 4 6 65.0 65.0 65.0 70.0 70.0 70.0 _70.0 70.0 800 80.0 80.0_ _84U' 80.0 72 r 48 4 _ 6 65.0 65.0 _65.0 65.0 65.0 70 0 .70.0 _ 70.0 _ 70.0 80.0 80.0 80.0 T 30.0 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 _24 36 r. M 5 '4 65.0 65.0 65.0 65.0 70.0 _70.0 70.0 70.0 80.0 80.0_ 80.0 48 60 5 6 65.0 65.0 _ 65.0 65.0 70.0 T 77.0 _70.0 70.0 70.0 _80.0_ 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 w 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - 26.5 Y 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 ' 80.0 80.0 B0.0 37 26 3 4 65.0 65.0 65.0 65.0 00.0 70.0 700 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 -26 3 6 65.0 65.0 65.0 65.0 70.0 _ 0.0 700 70.0 80.0 80.0 wo 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 800 37 FS 3.125 =.38.375 -"38.375 _ 4 4 4 6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70 0 _ j_ - 700 704 70.0 70.0 70.0 70.0 700 80.0 80.0 800 80.0 80.0 80.0 80.0 0 800 7n 26.5 .37s, 50.625 n 5 g 4 65.0 65.0 65.0 65.0 X5.0 65.0 65.n 65.0_ 70.0 _ 700 70.0 I 7n.n 70.0 7n n 70.0 gn r 80.0 an.n 80.0 R0.0 I 80.0 80.9 80.0 50.625 5 4 65.0 65.0 65.0 65.0 _70.0 -0.0 70. T-1 70.0 70.0 80.0 80.0- 80.0 80.0 _37 53.125 50.625 5 6 65.0 65.0 65.0 65.0 '70.0 T0.0 700 70.0 80.0 80.0 80.0 1 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 7D. D 70.0 70.0 80.0 80.0 800 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 1 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 _ 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65-0__I_____65-0 65.0 1 70.0 70.0 70.0 70.0 80.0 ' 80.0 ' 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 1 80.0 80.0 80.0_ 80.0 37 63 6 4 65.0 65.0 65.0 65.0 _ 70.0 70.0 70.0 70.0 1 80.0 1 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 1 80.0 1 80.0 1 80.0 80.0-- 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - I - - Note1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES -E. & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES •A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 20 SILL RISER - OPTIONAL 1 APPLIED WITH SILICONE FOR DP ABOVE 70.0 PSF (-80.0 DP fty11CTREV)SED 88uildiiig '"�tLe Fkri4s ,Pt&nft No I -1242.17 91 6Q E'P�tico Ome 124 t. Lu h 3 I dill o nw y x. n V o, a A V U I d `oj o �J°io1 o�f z w ry i p Z z 0 s 00 dE- ao 02 i c r_ 0 m LJ o U a i S•, i`m .] O E z = h r a L d N �� x. v n\ O p t D)I L U � j :.t 2 I dill �l �J°io1 o�f s �a^.. , iT t., c r•�3e,,r� .. .. . . ... . . . . • . . . . . . + i- Pressures (st) 0 3 0 . ... . . . . .. . 108 X36 3 11 - 52.0 52.0 65.0 __75.0 65.0 75.0 52.0 52.6 65.0 75.0 z m o 66 48 4 7 70.0 75.0 70.0 75_0 M65.0 750_ 65.0 75.0 52.0 52.0 65.0 1 75.0 ! =? 3 _ 72 48 4 7 70.0 75.0 70.0_ - 75.0. 65.0 75.0 65.0 75.0 52_0 52.0 655.0 r 75.0 84 _48 _ 4 _ 8 _ 52.0 52.0 66.0 75. ` 65.0 75.0 52.0 - _ 52.0 6° G I 75.0 96 48- 4 10 _ 52.0 _ 5"-0 _ 65.0 75.0 _ _ 65.0 _ 75.0 52.0 _ 54.0^ 65.J_ 75.6 .at s 1 08 »8 4 11 52.0 I 52.0 .65.0 15.0 65.0 75.0 52.0 520 65.0 5.0 \(Z z . 60 �00 5 7 52.0 52.0 e5.0 _75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 N v 72 _60. 5 7 - - 52.0 52.0 65.0 75.0 65.5 75.0 52.0 ! 5.%.IO 6_5.0 -�_ 75_i? _ I %'� (n o � 64 63 5 8 52_3 _-_ _5_2.0 - 65.0 75.0 65.0 7_75.0 52.0 _ 5J U 65.0 5.0 q`o 96 SU 5 10 - 52Q _ ri2A 65.0 _ 75.0 65.6-x '5.0 52.0 52.0 - -65.0 -'15 0- 108 60 5 1'1 - - 52.0 - 52.0 -- 65.0 75.0 65.0 75 G 52.0 52 D - -67.0 75,0 ��'� F o 2 74 26 - 3 7 80.0 80.0 8r,.0 1_ 80.0 65.0 75.0 65.0 75,t 52.G ;5? 0 65.0 75.0 ��} CO 74 38.3757 3 7 80.0 80.0 80.0 -_?_ - 80.0 65.G 75.0 6-5 C - 75.0 52,0 ' r ' 52.0 65.0 75.0 ;Q y 74 50.625 4 7 70.0 75.0 70.0 175.0 65,0_ 75.0 65.0 75.0 52.0 ? 52_0 _65.0 75.0 �I € 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0z 74 63 5 7 .52.0 62.0 65.0 1 75.0 65.0 75.0 52.0 � 520 85.0 75.0 �� 799.5 26-i 3 9 52.0 I 52.0 65.0 7G 0 65.0 75.0 _ 52.0 i75.0 79.F 3 5 5 4 9 .52.0�t ^'2 0 :)ti t: 7r: 0 65 0 _ 75.0 52.0 5 u_ J_ G; 0 75:0 °- 79.5 6u 5 4 9 52.0 1 52.J 65.0 75.0 65.0 75.0 52.0 1, 510 1 63.0 75.0 _79.5 5G 5 9 52.0 52.0 65.0 75.0 "05.0 75.0 52.0 _� 5?.0--5=.0 79.5 63- 5 3 J2.G 5 5.G 55.v 0 52.8 106.25 26 %' : 3 11 52.0 52.3' _ _65 0 75.0 65.0_ _ 75.0 52 0 I r 52.0 i 65.0 75.0 106.25 38.375 4 11 52.0 520 _65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o- 106.25 50.625 4 11 52.0 _ 62.065 .,? C 75.0 65.0 75.0 FJC 52.o _ _65.0 75.0 0I $ 106.25 58 5 11 52.0 52.0 - �=+5 Ci 75.0 65.0 _ 75.0 2.0 55.0 _52.G !-_5 75.G u 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 - 52.0 65.0 75.0 0� �? i 111 26 3 11 - 52.0 52.0 65.0 ?5.0 65.0 75.05_C _52.0 E5.0 75.0 " s� 111 38.375 4 11 52.0 52.0 _ 651-759 _ 65.0 _75.0 52.E _ _52.0 65.0 75.0 2¢� u t 111 5_0.625 4 11 52.0 52_0 ` 65.0 I .50 65.0 75.0 52 U 52.0 65.0 75.0 111 5B 5 11 52.0 529 65.0 7" 0 65.0 75.0 32.052.0 65.0 75.0 ` 11'i 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 5`l..0 rtBVTp Build. Notes 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C. & D-1 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F') AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G- INSTALLED ABOVE SOFT. �a a • DIGS/ N LO CAP CITY (PSF) -XOX WINDOWS with Un Equal Life (1/4-f/2-1/4) ' • • • • + i- Pressures (st) 0 3 0 FRAME SIZE # Jamb # H& S Glass T e "S" ' 2 G Inns T e'C'O'(-02)a T e D j� Glass Type "E" ' 3 Glass T e "F" ' 3 G lass T e "G" ' 2 WIDTH HEIGHT Anchors Anchors + sf sf • psf • st •+ psf • f + sf sf + sf sf + sf osf o 0 0_ 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M L- 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o e- a 84 24 3 8 80.0 80.0 8 0 80.0 65.0 75 _0 65.0 75.0 52.0 52.0 65.0 75.0 0 o ¢ a o 96 24 3 10 80.0 80.0 •30.0 • - • 6 �• I • •75.0 65.0 75.0 52.0 52.0 65.0 75.0 mon 2 3 w xo I 108 24 3 11 80.0 80.0 8U 0 •�• 804 • •EOE 15.0 65.0 75.0 52.0 1 52.0 65.0 75.0 60 36 3 7 80.0 80.0 8060 • • r. ' a _U •75.0_ 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 7 80.0 80.0. M. • 8,.0 • ! 66a• • •75.0 65.0 75.0 52.0 52.0 65.0 75.00 o Z 2 T Z 84 36 3 8 70.0 75.0 70.0 750_ 6.5.0 75.0 650 75.0 52.0 52.0 65.675.0 96 I 36 _ 3 10 70.0 75.0 70.0 ! 75.0 _ 85.0 75.0 65.0 75.0 52.0 _ 52.0 65_0_75.0 o o 108 X36 3 11 - 52.0 52.0 65.0 __75.0 65.0 75.0 52.0 52.6 65.0 75.0 z m o 66 48 4 7 70.0 75.0 70.0 75_0 M65.0 750_ 65.0 75.0 52.0 52.0 65.0 1 75.0 ! =? 3 _ 72 48 4 7 70.0 75.0 70.0_ - 75.0. 65.0 75.0 65.0 75.0 52_0 52.0 655.0 r 75.0 84 _48 _ 4 _ 8 _ 52.0 52.0 66.0 75. ` 65.0 75.0 52.0 - _ 52.0 6° G I 75.0 96 48- 4 10 _ 52.0 _ 5"-0 _ 65.0 75.0 _ _ 65.0 _ 75.0 52.0 _ 54.0^ 65.J_ 75.6 .at s 1 08 »8 4 11 52.0 I 52.0 .65.0 15.0 65.0 75.0 52.0 520 65.0 5.0 \(Z z . 60 �00 5 7 52.0 52.0 e5.0 _75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 N v 72 _60. 5 7 - - 52.0 52.0 65.0 75.0 65.5 75.0 52.0 ! 5.%.IO 6_5.0 -�_ 75_i? _ I %'� (n o � 64 63 5 8 52_3 _-_ _5_2.0 - 65.0 75.0 65.0 7_75.0 52.0 _ 5J U 65.0 5.0 q`o 96 SU 5 10 - 52Q _ ri2A 65.0 _ 75.0 65.6-x '5.0 52.0 52.0 - -65.0 -'15 0- 108 60 5 1'1 - - 52.0 - 52.0 -- 65.0 75.0 65.0 75 G 52.0 52 D - -67.0 75,0 ��'� F o 2 74 26 - 3 7 80.0 80.0 8r,.0 1_ 80.0 65.0 75.0 65.0 75,t 52.G ;5? 0 65.0 75.0 ��} CO 74 38.3757 3 7 80.0 80.0 80.0 -_?_ - 80.0 65.G 75.0 6-5 C - 75.0 52,0 ' r ' 52.0 65.0 75.0 ;Q y 74 50.625 4 7 70.0 75.0 70.0 175.0 65,0_ 75.0 65.0 75.0 52.0 ? 52_0 _65.0 75.0 �I € 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0z 74 63 5 7 .52.0 62.0 65.0 1 75.0 65.0 75.0 52.0 � 520 85.0 75.0 �� 799.5 26-i 3 9 52.0 I 52.0 65.0 7G 0 65.0 75.0 _ 52.0 i75.0 79.F 3 5 5 4 9 .52.0�t ^'2 0 :)ti t: 7r: 0 65 0 _ 75.0 52.0 5 u_ J_ G; 0 75:0 °- 79.5 6u 5 4 9 52.0 1 52.J 65.0 75.0 65.0 75.0 52.0 1, 510 1 63.0 75.0 _79.5 5G 5 9 52.0 52.0 65.0 75.0 "05.0 75.0 52.0 _� 5?.0--5=.0 79.5 63- 5 3 J2.G 5 5.G 55.v 0 52.8 106.25 26 %' : 3 11 52.0 52.3' _ _65 0 75.0 65.0_ _ 75.0 52 0 I r 52.0 i 65.0 75.0 106.25 38.375 4 11 52.0 520 _65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o- 106.25 50.625 4 11 52.0 _ 62.065 .,? C 75.0 65.0 75.0 FJC 52.o _ _65.0 75.0 0I $ 106.25 58 5 11 52.0 52.0 - �=+5 Ci 75.0 65.0 _ 75.0 2.0 55.0 _52.G !-_5 75.G u 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 - 52.0 65.0 75.0 0� �? i 111 26 3 11 - 52.0 52.0 65.0 ?5.0 65.0 75.05_C _52.0 E5.0 75.0 " s� 111 38.375 4 11 52.0 52.0 _ 651-759 _ 65.0 _75.0 52.E _ _52.0 65.0 75.0 2¢� u t 111 5_0.625 4 11 52.0 52_0 ` 65.0 I .50 65.0 75.0 52 U 52.0 65.0 75.0 111 5B 5 11 52.0 529 65.0 7" 0 65.0 75.0 32.052.0 65.0 75.0 ` 11'i 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 5`l..0 rtBVTp Build. Notes 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C. & D-1 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F') AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G- INSTALLED ABOVE SOFT. �a a mg Co&- --W.I811011 �0 � l.. �.aLC ?N _y' 7: \ IL"• L*' An ' ` � ALami ade Aodaet C,xurul ; 20 SILL RISER - OPTIONAL I 1 APPLIED WITH SILCONE FOR DP ABOVE +70.0 PSF 1 2 1 (+80.0 DP nAX.) i IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. - - II -Ea ua� 1 Lite •• •• • • • •• •• • • • • • • • • • • • • • 000 • • • 0 000 • • Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON. WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A. B. C. & D-) 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A. C. OR G" INSTALLED ABOVE 30717. Baildmg Cade .'m^'.•°'° Accept. -N.11, ItIZ-11 may'.• "�41v Ezpiratiaa Ik�te ZY Pu,,, ,n + •• d-°•••tiy1 - _ g). • a d •DJFSIGN L AD CAPACITY (PS F9 - XOX WINDOWS with Equal Lite (7/3-1/3-1/3) I 20 \ APPLIED WITH SILICONE I FOR OP ABOVE +70.0 PSF o�.��' (+80.0 DP MAX.)Q..,,�,\•\••"%�•-''/,.�;,=`��.?=��I [r] • • : • ' • ^ • • • t 7 # Pressures (pst) z c z FRAME SIZE # Jamb # H 8t S Glass Type "B" (' 2 a pe " ' K* 2) Slass TNpe; '; V 2)1 Glass Type "E" (' 3) Glass Type "F" (• 3) Glass Type "G" (*2) WIDTH HEIGHT Anchors Anchors + psf - psf ' + Of -vsf + p • � •. I)sf + psf - psf + psf - psf + psf psf .0 w � 3 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ;-, "' . 3 F-"CY 72 24 3 9 80.0 80.0 .0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N 2 a °- 84 24 3 9 80.0 80.0 • 80.0• • .0 • • 5.0 • 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m p n S . Z W o Q o z � a v x m 60 36 3 7 70.0 75.0 78.0• ;730 •. $$.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 • •70.0• 7,5.0 . ; • 75.0 65.0 75.0 52.0 52.0 65.0 75. D o ; Z z z 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.065.0 75.0 a z F °0 o O 0 60 48 4 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 � z M a � 84 ._ 48 4 9- - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 n fir, e a v F 60 ,. 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 _ - 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75._0 52.0 52.0 ES.0 75.0 �j�. a F , �84 _ _ a -`I 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ® U1 a C' O a a 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �W 53.125,1 38.375 4 6 80.0 60.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 g 53.125' 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0_ 75.0 52.0 52.0 _ 65.0 75.0_ h 53.125 58 5 6 - - J- 52.0 52.0 65.0 75.0 65.0 75.0 52:0 52.0 65.0 75.0 F 53.125 63 5 6 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �i �j U) Q Z Oji o ` 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 I 7,A.1- 38.375 4 9 - - 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 -74 50.625 - . 4 9 - 52.0 52.0 65.0 75.0, 65.0 75.0 52.0 52.0 65.0 75.0 d 74 ; 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m 1 74 x- 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 F 79.5:. 26 „ 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 4 9 70.0 75.0 Z)/-. UP :3,!:.0 00.0 /0.0 60.0 75.0 oL.tl JG.0 o0.0 /5.0 r w 79.5: 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 _ 79.5 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ u 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a o< 6 z z 84 26 .3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 << p o , .o 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m 84 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 , 52.0 5.0 sesstrer,.�! Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON. WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A. B. C. & D-) 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A. C. OR G" INSTALLED ABOVE 30717. Baildmg Cade .'m^'.•°'° Accept. -N.11, ItIZ-11 may'.• "�41v Ezpiratiaa Ik�te ZY Pu,,, ,n + •• d-°•••tiy1 - _ g). • a d SILL RIS�9'-u bf'FItP E"�� I 20 \ APPLIED WITH SILICONE I FOR OP ABOVE +70.0 PSF o�.��' (+80.0 DP MAX.)Q..,,�,\•\••"%�•-''/,.�;,=`��.?=��I [r] IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Equal Lite d O LAMINATED CLASS COMPOSITION - TYPE B• TTEY CLASS DMXMPTION DETALL IAYINAn DESCRIPTION 1 1/e' ANNEALED (A•zT 2 CD90' PLASTIC INTERLAYER _ _ _.-_ +4SAFLEX PVB by 3 1/8' ANNEALED GLASS E9atnon CHe^ka c LAMINATED CLASS COMPOSITION - TYPE D = ITEM I CLL9S DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS 2 ➢093" PLASTIC INTERLAYER _ T{ TRpSI.'Ul. PVB by -4- K�re�ny nervca. InC. J 1/8' MEAT-SIRENC'TTENEO LAMINATED CLASS COMPOSITION - TYPE E GLASIP S DESCRIPTKIN DETAIL uNIM DESCRIPTION HEA?-STRENC: TERFD CLASS - 2 609'1• °LAST [C"1niERL aTER _ _ _ _ SAfLEX PVt by 3 _IIre' HEAT-STNENGHIENED u'LAST>- LAMINATED GLASS COMPOSITION - TYPE F – nEN 4IASS DESCRIPTION DETAIL .NATE DSCRIPIIDN ANNEALECGLASS 2 0.090- PLASTIC INTERLAYER TROSIF0. AVB by KKAMy erkA, Inc 7 1/B' ANNEALED GLASS 1 AJ+C 19 to F =�_ •SILICONE -OPTIONS': ' -"'-`�T OOV CORNING 899 SCHNEE-TRREWAD 5731 33 0690' TRENCDSPECTRUM 2 TLAZING DEATH INSULATED LAMINATED GLASS COMPOSITION TYPE A xs_: •NI ^ 1/8' ANNEA ED GLASS.1- 2 OC90' PLASTIC NTERLAf--R 1� © , PERIMETER— .#L SKLEX PVB by 3 1/B' INSULATE GLASS = : �}' SEALANT _— r Festoon [nentcol c0 A I/4" INSULATED AIR SPME - - -- 1 5 I1W ANNEALED CLASS (•) I 1 B7'B� _-_ _ INSULATED LAMINATED GLASS COMPOSITION TYPE C ItEy CLASS DESCRIPIION UETAIL LATINATE DESCRIPTION 1 1/8' ANNEALED GLASS 2 0090' PLASTIC INTERLAYER - —© 1/( ++� 3 1/B- ANNEALED GLASS iROSIFOL PVB by 4 1/4• INSULATED AIR SPACEO– Illy 11,611. Inc. 5 1/8' ANNEALED GLASS <+L 1 INSULATED LAMINATED GLASS COMPOSITION TYPE C TTEY CLASS DESCRIPTION DETAIL LAMINATE DESCEIPTION 1 I1W TEAT-STRENGHTENEC GLASS 1 2 0.090' PLASTIC INTERLAYER Q Afr 3 1/B' NEAT-TTRENGHTENED GLASS TgpSIF[L PVI Ay 6]�C KurOray AKrkA. Inc. I/4• INSULATED AIR SPACE _ = 5 1/8' ANNEALED GLASS (+>1 (K) VINDOWS WITH GLASS TYPES 'A, C. OR G- INSTALLED ABOVE 30r T. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS I PRESSURES OF — MULL SHALL GOVERN • • • ��'''MMM l2 X 3/+' S.O.S. / `LAT �# PH ••• 1. ALL STEEL IN CONTACT MW ALUM. 10 BE PAINTED OR PLATED. (SEE IILEVAT�lyl A7 SHE' /2 SI # ALUAINLAI "Il LION — *R MAX. FA•'ENER ACI G AND TABLESTOR OMAN TA A) STFEL . Fy - 36 KSI MIN. SEE MULLIDN•APPROVA"FOR • J4 INTERIOR MULLION TYPi• SIK AND AIX. 'SILICONE WYIONS', (ALUM. 0.078' MIN. THICK) . . . . . . . . . . FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 ---------------- 1 VENT MEETING RAIL 6063 -TES ALUMINUM 6 L -77D7 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-76 ALUMINUM LAMINATED CLASS COMPOSITION - TYPE B• TTEY CLASS DMXMPTION DETALL IAYINAn DESCRIPTION 1 1/e' ANNEALED (A•zT 2 CD90' PLASTIC INTERLAYER _ _ _.-_ +4SAFLEX PVB by 3 1/8' ANNEALED GLASS E9atnon CHe^ka c LAMINATED CLASS COMPOSITION - TYPE D = ITEM I CLL9S DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS 2 ➢093" PLASTIC INTERLAYER _ T{ TRpSI.'Ul. PVB by -4- K�re�ny nervca. InC. J 1/8' MEAT-SIRENC'TTENEO LAMINATED CLASS COMPOSITION - TYPE E GLASIP S DESCRIPTKIN DETAIL uNIM DESCRIPTION HEA?-STRENC: TERFD CLASS - 2 609'1• °LAST [C"1niERL aTER _ _ _ _ SAfLEX PVt by 3 _IIre' HEAT-STNENGHIENED u'LAST>- LAMINATED GLASS COMPOSITION - TYPE F – nEN 4IASS DESCRIPTION DETAIL .NATE DSCRIPIIDN ANNEALECGLASS 2 0.090- PLASTIC INTERLAYER TROSIF0. AVB by KKAMy erkA, Inc 7 1/B' ANNEALED GLASS 1 AJ+C 19 to F =�_ •SILICONE -OPTIONS': ' -"'-`�T OOV CORNING 899 SCHNEE-TRREWAD 5731 33 0690' TRENCDSPECTRUM 2 TLAZING DEATH INSULATED LAMINATED GLASS COMPOSITION TYPE A xs_: •NI ^ 1/8' ANNEA ED GLASS.1- 2 OC90' PLASTIC NTERLAf--R 1� © , PERIMETER— .#L SKLEX PVB by 3 1/B' INSULATE GLASS = : �}' SEALANT _— r Festoon [nentcol c0 A I/4" INSULATED AIR SPME - - -- 1 5 I1W ANNEALED CLASS (•) I 1 B7'B� _-_ _ INSULATED LAMINATED GLASS COMPOSITION TYPE C ItEy CLASS DESCRIPIION UETAIL LATINATE DESCRIPTION 1 1/8' ANNEALED GLASS 2 0090' PLASTIC INTERLAYER - —© 1/( ++� 3 1/B- ANNEALED GLASS iROSIFOL PVB by 4 1/4• INSULATED AIR SPACEO– Illy 11,611. Inc. 5 1/8' ANNEALED GLASS <+L 1 INSULATED LAMINATED GLASS COMPOSITION TYPE C TTEY CLASS DESCRIPTION DETAIL LAMINATE DESCEIPTION 1 I1W TEAT-STRENGHTENEC GLASS 1 2 0.090' PLASTIC INTERLAYER Q Afr 3 1/B' NEAT-TTRENGHTENED GLASS TgpSIF[L PVI Ay 6]�C KurOray AKrkA. Inc. I/4• INSULATED AIR SPACE _ = 5 1/8' ANNEALED GLASS (+>1 (K) VINDOWS WITH GLASS TYPES 'A, C. OR G- INSTALLED ABOVE 30r T. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS I PRESSURES OF — MULL SHALL GOVERN • • • ��'''MMM l2 X 3/+' S.O.S. / `LAT �# PH ••• 1. ALL STEEL IN CONTACT MW ALUM. 10 BE PAINTED OR PLATED. (SEE IILEVAT�lyl A7 SHE' /2 SI # ALUAINLAI "Il LION — *R MAX. FA•'ENER ACI G AND TABLESTOR OMAN TA A) STFEL . Fy - 36 KSI MIN. SEE MULLIDN•APPROVA"FOR • J4 INTERIOR MULLION TYPi• SIK AND AIX. 'SILICONE WYIONS', (ALUM. 0.078' MIN. THICK) DESIGN PRES•URULIMIATIGVS. DOW CORNING 899 6063 -TES ALUMINUM (ALUM. O.Oie MIN. T•IOK) SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 • FRAME FXD. JAMB LAMINATED CLASS COMPOSITION - TYPE B• TTEY CLASS DMXMPTION DETALL IAYINAn DESCRIPTION 1 1/e' ANNEALED (A•zT 2 CD90' PLASTIC INTERLAYER _ _ _.-_ +4SAFLEX PVB by 3 1/8' ANNEALED GLASS E9atnon CHe^ka c LAMINATED CLASS COMPOSITION - TYPE D = ITEM I CLL9S DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS 2 ➢093" PLASTIC INTERLAYER _ T{ TRpSI.'Ul. PVB by -4- K�re�ny nervca. InC. J 1/8' MEAT-SIRENC'TTENEO LAMINATED CLASS COMPOSITION - TYPE E GLASIP S DESCRIPTKIN DETAIL uNIM DESCRIPTION HEA?-STRENC: TERFD CLASS - 2 609'1• °LAST [C"1niERL aTER _ _ _ _ SAfLEX PVt by 3 _IIre' HEAT-STNENGHIENED u'LAST>- LAMINATED GLASS COMPOSITION - TYPE F – nEN 4IASS DESCRIPTION DETAIL .NATE DSCRIPIIDN ANNEALECGLASS 2 0.090- PLASTIC INTERLAYER TROSIF0. AVB by KKAMy erkA, Inc 7 1/B' ANNEALED GLASS 1 AJ+C 19 to F =�_ •SILICONE -OPTIONS': ' -"'-`�T OOV CORNING 899 SCHNEE-TRREWAD 5731 33 0690' TRENCDSPECTRUM 2 TLAZING DEATH INSULATED LAMINATED GLASS COMPOSITION TYPE A xs_: •NI ^ 1/8' ANNEA ED GLASS.1- 2 OC90' PLASTIC NTERLAf--R 1� © , PERIMETER— .#L SKLEX PVB by 3 1/B' INSULATE GLASS = : �}' SEALANT _— r Festoon [nentcol c0 A I/4" INSULATED AIR SPME - - -- 1 5 I1W ANNEALED CLASS (•) I 1 B7'B� _-_ _ INSULATED LAMINATED GLASS COMPOSITION TYPE C ItEy CLASS DESCRIPIION UETAIL LATINATE DESCRIPTION 1 1/8' ANNEALED GLASS 2 0090' PLASTIC INTERLAYER - —© 1/( ++� 3 1/B- ANNEALED GLASS iROSIFOL PVB by 4 1/4• INSULATED AIR SPACEO– Illy 11,611. Inc. 5 1/8' ANNEALED GLASS <+L 1 INSULATED LAMINATED GLASS COMPOSITION TYPE C TTEY CLASS DESCRIPTION DETAIL LAMINATE DESCEIPTION 1 I1W TEAT-STRENGHTENEC GLASS 1 2 0.090' PLASTIC INTERLAYER Q Afr 3 1/B' NEAT-TTRENGHTENED GLASS TgpSIF[L PVI Ay 6]�C KurOray AKrkA. Inc. I/4• INSULATED AIR SPACE _ = 5 1/8' ANNEALED GLASS (+>1 (K) VINDOWS WITH GLASS TYPES 'A, C. OR G- INSTALLED ABOVE 30r T. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS I PRESSURES OF — MULL SHALL GOVERN • • • ��'''MMM l2 X 3/+' S.O.S. / `LAT �# PH • 1. ALL STEEL IN CONTACT MW ALUM. 10 BE PAINTED OR PLATED. (SEE IILEVAT�lyl A7 SHE' /2 SI # • •• *R MAX. FA•'ENER ACI G AND TABLESTOR OMAN TA A) STFEL . Fy - 36 KSI MIN. L-7703 (STEEL 18 GA. MN. THICK - 0.048') INTERIOR 8) ALUMINUM 6067-T5 MIN. 2 (ALUM. 0.078' MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL 6063 -TES ALUMINUM 3 L-7701 • FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 ---------------- EXTERIOR GRATE— —WINDOW FRAME PERIMETER CAULKING EXTERIOR E2 FRAME MULLING 'DETAIL SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX DESIGN PRLSSURL LIMITATIONS. NOTE: THE LOWER PRESSURE $ OF THE WINDOW OR WILL SHALL GOVERN 1/4' MAX. 1 12 S.D.S. X 1 1/4' L. SHIM (SEE EUVATgN ATSHEET 12 [INTERIOR FOR MAX. FASTENER SPACING) f— WINDOW FRAME NOTE: EXTERIOR 1. ALL STEEL IN CONTACT MW ALUM. 10 BE PAINTED OR PLATED. REQD. 2. METAL Sl'RUCTJRES- REMARKS A) STFEL . Fy - 36 KSI MIN. L-7703 (STEEL 18 GA. MN. THICK - 0.048') FRAME HEAD 8) ALUMINUM 6067-T5 MIN. 2 (ALUM. 0.078' MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL PRODUCT REVIS® B" complying with 14e Fluid. BWfdirg Code A Il Ly By MLmy Dade IP/DdItR Codd Y HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM / PART / REQD. DESCRIPTION REMARKS I L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 L FRAME SILL 6063 -TES ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063 -TES ALUMINUM 6 L -77D7 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-76 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063 -TES ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS RECD. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 12 FS -006 AS REWD. FRAME ASSEMBLY SCREWS RB X'3/4 P.H, Plill_LIPS 13 FS -040 AS REQD. INSTALLATION SCREdS 414 SMS F.H./PHIL. 14 L-7531 AS RE -J -D. VINYL PUl.3 !/!'-WA. BU13 83033 15 PWS -003 AS REO'D. FIN SEAL WGAfHERSTRIP .187" ,'.230 16 PWS -005 AS REO'D. FIN SEAL WEATHERSTRIP 19.' w x 350' h 17 PWS -009 AS REO'D, FIN SF_AI_ WEATHERSTRIP 97' w x .310' h 18 L-7711 AS REO'D. GLAZING BEAD ( INSULATED) 5063-75 ALUMINUM 19 PWS -00i AS REO'D. PILF F GLAZING BEAD JFQ 20 L-8706 AS REQD. SILL R(SER ADAPTER 6063-f5 ALUM OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH STAINLESS STEELY 24 • 2 _SPRING_ SILL/JAMB JOINT GASKET 1/16' CLOSED CEJ_ FOAM 25 FS -341 2 SILL RAIL ASSEMBLY SCREW 148 X 2 1/4' P.H./PHIL. 26.1 HC -044-1 2 WEEP FLAP L BAFFLE �. 26.2 HC- 1 X WEEP OPFN CELL. FOAM PAD 71.12' X 1/2' X 2' L. 27 HC -040-1 2 SASH ROLLER E HCUSINC �. 29 HC -026-1 1 FRAME 0. MESH 29 x �SCRFEN 1 ACHMEN? SCREW LT LIP K8 % 5/B'3D HC -058-1 2 NT SWEEP LATCH Mr>LDEO !:YLUN – 31 NC -059-I2 -- VENT SWEEP LATCH ~DIE CASI METAL 32 L-8830 I X Anchor _ FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 M 2 LAMINA -TED GLASS See DetRI3 B L.H. OF sheet 9 34 AS REO'D. GLAZING SILICONE Cee DPtoils E L.M. Of sheet 9 35 OPTIONAL AS REO'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5504 AS REO'D. JOINT SEALANT 37 AS RED'D. I PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT REVIS® B" complying with 14e Fluid. BWfdirg Code A Il Ly By MLmy Dade IP/DdItR Codd Y c $ z n h n m h U o e R. iti A. o o IRE m 0 N Z F Z u o O z O C, J Z ? Co = d 0D 3E a ! m 0n a e a c II �U e z o H F- o O F 1C/I W J p V z .. .. . . . .. .. . . . . . . . . . . . FRAME HEAD L-7703 �� FRAME FIXED JAMB L-7701 • • • SILL TRACK OL• -5702 • • • • • FRO AMBF AVJ • • ' j ,. OO • • Q , •• •• • • •\ FRAME TOP CORNER C Q 2.643 • • • .730 • . , • • • t—stri5 • • • ••mop • • • \ • •• • • • \ • •• •• t• o o �' ° n m h w o 'n ce o z .-. I Z z 3 a 0. o JyI • • •; 262 + I.-L{39� _ • LI • • LI ! TwNI.G i0H• • 1� i • • • • • • + • 1 z I� • F=AMi11EAQ _ ANT T� Rul Fw:1AEJ.9Ai9 v i > h w o Z p w Z o] � a A I W w C7 n 'Z �3 Q w � y --� Oji O FRAME SILL L-8701 FRAME VENT JAMB L-8703 14166 _ I 2 }�C) Z -4 Z. o� �I F' AM!. BOTj QM l:ll Rjv'J•-F FRAVE MEE'IN^ u V VENT SPRING LATCH 7b33 ' P374 _ ES43 I \ \ F4FME SILL VENT i �K Rui O o zo 6 P455 yF1,pp TOP/BCTT0IS RAIL L-7707 VENT VENT INTERLD K RAL L-7705 FIXED MEETING RAIL 7 T r4 VENT 8(1TTOu 4Nj e 1 FRA- S:L� - M[[ri=vim- rtNIL-\rvMc c_ILi. (LLL4) I� �� W _ 262 I 7.OG2 I 1270 1304 1373 � VFNT 90TTO11 CDRNER - e A62L16.5u FRAME & SASH CORNER ASSEMBLY DETAILS Z, N E VENT JAMB RAIL L-7706 SILL ANCHOR CLIP L-6830 GLAZING BEAD SILL RISER ADAPTER s,''.. ... O GLAZING BEAD L-770819 L-7711 L-8706 2200 1450 262 • 294 270 i 230 250 �� PRODUCT REVISED•yam P13� th the FlpfA� A --Ft mNo 11 1.11 Ezpi-ti Da 061i� 1 }niy w r: a. .W us e .. (�• �� ' F `�1 T� + 1 E794 L233 .773-I .773 -y1-230 Miami Dads PmGn Ct♦w� 1.., G MIAMI'DUE MIAMI—DADE COUNTY, FLORIDA Qwjaw PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOAN.D AND CODE ADMINISTRATION DIVISION - T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA.) www.miamidade.eov/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) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code.• • • •. This product is approved as described herein, and has been designed to comply with th$ FlgAja BuiIdi" Lode,...... including the High Velocity Hurricane Zone. • • .' • • • • • ......see• DESCRIPTION: Series "LaPorte" 8'-0" Outswing Glazed Aluminum French Doors.r.I•,nI. • APPROVAL DOCUMENT: Drawing No. FD 2003 Rev G, titled "La Porte—Impact F6At"Put SyviRgoDoor",:"••; sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/1'r?/02 and last revised*r:Nov 21, 201fesigned••o•.0 and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County .Product Control Sectp �evisio&%tat* with • • • • the Notice of Acceptance number and Expiration date by the Miami—Dade County Product CAMgl Section " • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact.htesistant •.•„• Limitations: : .'. • 1. See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock option” DP in sl^t % • • • •" 2. See glazing details in sheet 5. For the glazing detail #2 (The 1/8 temp lite is oriented at exterior sideltl ilssulated • 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 1 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 I. Chanda, P. E. MIAMI DA�4COUNTY�� ....sl 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 1:/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 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-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. .... (Submitted under NOA No. 11-0202.03) • ° • • • • • • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202X94' • • ...... .. . ...... 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 E w*• ing Pfanoli door,.... prepared by Hurricane Engineering & Testing, Inc., Test Report's' Nd.: HE jJ—Q9; 2623; • : • • HETI-09-2645, HETI-09-2624 and HETI49--2646, issued on lo/al/;009, 'sijridd and • • •:- sealed -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 24 1 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, HETI44-1896 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 tinder 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 HETI-02—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 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: ,lune 05, 2018 Approval Date: February 01, 2018 E-1 ' . ,. s ♦ �.a. ode � 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) Nater Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic 'Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI42-1726, HET142-1728, HETI-02-1736, HETI-02-1742, HETI-02- 1763 and HETI-02-1755, issued on 01/14/2003, all signed and sealed by Rafael E. Droz— Seda, P. E. (Submitted under ,NOA No. 03-0219.01) C. CALCULATIONS 0.00 1. Anchor verification calculations and structural ana:.ysis, complying with fOC,, preparad by tho ..... manufacturer, dated 12/12/02 with the latest revised dated 07/02/10 ried and sgajed by •, .'.. Thomas J. Sotos, 0000.. P. E. • • • • ... •• � • (Submitted under NOA No. 10-0128.04) • • • . ; • • • • 2. Glazing complies with ASTM E1300-98/ 04 • • • • • • • • 0000. 0000.. • 0000. 0000 0000 0000.. D. QUALITY ASSURANCE .. • • : 1. Miami—Dade Department of Regulatory and Economic Resources (RI;R).' • 0000.. 0000.. E. MATERIAL CERTIFICATIONS •' • • • • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their 01Kdraray 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 Safle:i, 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 int. -rest 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 NDA No. 12-0.127.23) te,1,,—:� � , U, -.�,a -- Ishaq I. 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 (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 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) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI49- 2645, HET149-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI42—T095, HETI-02—T090, HETI4291253, HETI-02-1726, HETI42-1728, HETI42-1736, IIETI-02-1742, MTI42" 1763 and • • • • • HETI-02-1765, issued by Hurricane Engineering & Testing, Ind,,, �jjed 04714M and00 0 • • • 03/08/04, all signed and sealed by Rafael E. Droz—aeda, P. E. 096:60 • 0000 :0000. (Submitted under previous NOA No. 05—I116.06) 0 6 0000 000066996 0000. 0000.. 6 G. OTHERS 0000 1. Notice of Acceptance No. 134328.11, issued to Lawson Industries, jjic. fpr their .ries "La • Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", approved can 0t/06/13 .and expiring...;. on 06/05/18.00 0 • • • 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 (6th 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).� Ishaq I. 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. y NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 16-1.117.01 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 (6�h 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 # 14-0908.07, expiring 06/05/18. ...... .. . ...... .... ...... .... .... ..... haq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . L-903 LII -090 2 FRAME JAMB 6063-T6 ALUMINUM • • • 4 L -9D4 LII -096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-906 LII -092 . . ... . . . . .. . 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 & SILL. 145 1/2' Max Unit Vklth Sidetite ssemce anchor apecfag Swing Panel WWth of am Panel Vldth IMPACT FRENCH OUT -SWING DOOR BILL OF MATERIALS MOE / DRW'Q # PART / RF.QD. DESCRIPTION RRVARRC • • • 1 L-901 LII -098 I FRAME HEAD 6063-T6 ALUMINUM • • 2 L-902 LII -097 I FRAME SILL 6063-T6 ALUMINUM • • 3 L-903 LII -090 2 FRAME JAMB 6063-T6 ALUMINUM • • • 4 L -9D4 LII -096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-906 LII -092 2 x panel PANEL TOP L BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 LII -091 I x Panel HINGE STILE 6063-T6 ALUMINUM 7 L-905 LII -094 I x panel LOCK STILE 6063-T6 ALUMINUM • • • 8 L -9D9 LII -095 2 x panel TOP L BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM • 9 L-911 LII -085 AS REG'D. 1/4 ROUND ALUM. BEAD - 7/16' 6063-T5 ALUMINUM • 10 L-912 LII -087 AS REO'D 1/4 ROUND ALU4 BEAD - 3/8' 6063 -TS ALUMINUM • • 11 FD -624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-15 ALUMINUM 12 VWS-001 TP 3286 AS REGD. Bulb Vinyl Vts'p.-Tenn Plastics, Inc, See Material Composition at Sheet 6 13 PWS -001 AS REOD. VTS'P. E TOP/BOTT. RAILS Schlegel FS - .187'w. X 210'h. 14 PVS-002 • AS REDD. WTS'P, • FRAME HEAD L JAMB Schlegel PS - .187'w. X .330'h. 15 L-910 LII -089 2 x pone(( STRIKER MOUNTING PLATE 6063 -TS ALUMINUM 16. FD -619 FD -619-1 2 x panel STRIKER -PLATE 6063-T5 ALUMINUM 17 FD -631 LII -036 AS REGI. GLAZING ADAPTER 6063-T6 ALUMINUM 18 HC -001 SF -5502 2 x Panel DELTA FLUSH BOLT C4 TOP L BOTTOM OF LOCK STILE) 19 FD -621-2 HC -024/025 S. SET DEER LOCK / DEAD BOLT SET KWIKSET - SeHws 690T COMBO 20 FD -621-2 HC -024/025 I SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Serles FB350 COMBO 21 FD -621-2 HC -024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO 22 I FS -035 AS REWIL Frame Install, Screw - Head (See Notes at she t 4 of 6) 23 r FS -035 AS REQ11 Frame Install. Scre - Janb/SI((l (See Nates at sheet 4 of 6) 24 FS -026 8 FRAME ASSEMBLY SCREW M12 X 3/4' PH,-PHL 25 FS -012 AS REGD. JAMB ADAPTER SCREW M10 X 3/4' P.H.-PHI. 26 FD -634 -LO-171 AS REO'D. 1/4 ROUND ALUM. BEAD - 11/16' 6063 -TS ALUMINUM 27 FS -043 8 GLAZING ADAPT. ATTACK SCREW •8 X 1 1/4' FH -PHI, 28 ■ FS -049 2/Pant Double Rall Assembly Screw 3/8'x2 1/4' Hex Screw L Nut 29 AS RE(r)). NEUTRAL CURE SILICONE Schnee -Morehead SM -5731 30 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 31 ■ ■ AS REG -D. NEUTRAL CURE SILICONE Trenco S-500 32 �fg�M AS REND. Lanlnated Glass see Pg. 5 Dupont - Sentry Glass Plus 'J3 ■ AS REG'D. Laminated Glass see Pg. 5 Dupont - PVB 34 AS REG'D. Lanlnated Glass see Pg. 5 Soflex - PVH .L HC -(A2- 21P. PANEL ASSY ALUM. HLA)G 1 t. c'x e'z lib' ibbwJ ALUKl 36 HC -004 2/Ponet Panel Ass'y Full Lenght Rod 3/8'Dla.-20D Rod, Plate, Flange Nut 37 FS -Oil B HINGE- ATTACHMENT SCREW 1110 X 3/4' P.H. / PHI. 38 r FS -044 12 SIDELITE ATTACHMENT SCREW Mfg X V PH/PHIL. - (17' OC Max.) 39 HC -006 52PP05ODG14 6/Janb I/2' Dia. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 40 HC -007 G2PP0073GII 2/Panel 7/8' Dla: Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 41 r HC -010 I/BOLT FLUSH BOLT SRL Plug - Nylon 6-6 SUNC13PLASTICS Inc, Rockwell M-79 42 L-913 1_II-086 AS REQ D. 1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM 43 r ■ AS REWD. INT FALSE APPLIED MUNTIN 1.25' X .022' STUCK ALUMINUM 44 L-915 FD -623 AS REG'D. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long 45 L-916 .1_II-117 AS REO'I1. FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM 46 FD -635 HC -050 1 TWO-POINT FLUSHBOLT LOCK OPTIONAL ( FOR -/- 760 psi DP) 47 FD -626 FD -626-1 2/Panel FLUSH BOLT GUIDE ALUM, ANGLE 1 1/2'x I 1/2'x 1/8' Alun 6063-T5 48 FD -627 FD -627-1 2/Panel 2 -Point Lack Bolt Guide ANGLE 3'x 3'x 1 1/2'x I/6' Alun. 6063-T5 49 r r AS RECD. Joint Sealant- White Colored 'Purvis Co.' Super Seal 50 F➢ -638 HC- 1 SET LOCK ACTIVE HANDLE L TRIMSET ASHLAND MW5201A-A 51 FD -637 HC- 1 SET MULTIPOINT LOCK ACTIVE ASHLAND MW5110-STACT5 52 FD -640 HC- 1 SET LOCK PASSIVE HANDLE L TRIMSET ASHLAND MW5201A-P 53 FD -639 HC- I SET MULTI -POINT LOCK PASSIVE ASHLAND 6V5110-STPAS4 54 F➢ -641 HC- 2 x panel Muitt-POInt Lock Bolt Guide NYLON 6-6 Rockwell M scale 79 33 ■ FS- 4/Guide dt Guide Attachment Fastener M6 x 1/2' P R/PHIL. 56 FD -612 HC- I x Lock Lod. Top Mount Adapter NYLON ADAPTER 57 FD -643 HC- I x Lack Lock Bottom Mount Adapter INYLON 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 & SILL. (at sicietlte) 1). QUADS SrAGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUATIs•rRc UNITS WITH AND WITHOUT SIDE=S 3). MAX. FRAME SIZE 145 1/2"w. Y 95 3/4"L_ OXXO 4). EXT' & INT FALSE COLONIAL MUlITIMN APPLIED W/SHSCONE. 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 6). MAL DAYLITE OPENING WIDTH = 25" 7). MAX. DAYLITE OPENING HEIGHT = 83 1/0- 8). ME ELEVATION AT SHEET 1016 FOR MAX. ANCHOR SPACING 0). ALL DILIENSIOPIS SPECIFIED An IN INCHES 10). NO HURRICANE bHUITERS ARE REQUIRED U 'o k d _1 5' I v+ i- ee a . 61 4 V-2• r- v - -•1 ar. / 5 3/4' (max. a a nc ( o.c t L/ active pant) in -.Alva panel) NOTE: Same anchor spacing "OXXO" EXTERIOR ELEVATION at frame head & am NOTES: 1). THIS PRODUCT IS DESIGNED AS PER FLOR!D.4 BUILDING CODE (2014 -5th EDITION & 2017 - 8th EDITION). 2). GLASS MEETS REQUIREMENTS OF ASIM-LI300 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 & 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. 6 NCHORING R C PRODUCf REVWeb 145 1/2' Max Unit Vklth Sidetite ssemce anchor apecfag Swing Panel WWth of am Panel Vldth • • •• ••• ) Al < 33 13/16' max. ) A L(35, 3/16' max, • • • S' • • 4107— 1). MAX. DP - ±86 PSF W/ (4) Surface Bolts & Gloss Types A, B, C & D. 858' (SEE LOCATION DETAILS O SHEET 3 OF 6) 2), MAX. DP - ±76 PSF W/ 2 -Point Lock (active)+ (2) Surface Bolts at Inactive THOMAS J. SOTOS 6 fC, JM.,.., �. 4 u = 3). MAX. DP = t76 PSF W/ Flat Sill & must be used ■here water infiltration is PROFESSIONAL ENGINEER kfa•' Prod" COMMA not required or opening is protected by overhang ratio greater than one. FL LIC, #,66225 4). MAX. OP = ±86 PSF W/ Multi -Point Lock (1-active)+(1-passive) at Inactive y� r �� '_•♦�G �S�';��5 _�- �� To T�--� ® Oa �- VFI$V/ 1\\Cil 8501 NW 90th St. Revised cam Ravtned to comply w/ FBC2007 &added 01/22/10 Amhl� DA 33166 •'; Malt -Point 01/27/11 ND ST I S C. (305 696-8860 blca Revised to con w 2010 FBC Ply / 1B YANOFLCTURSR OP QOAflFY ALUMINUM •INDOYS AND CUSS DOORS ir Revised to comply w/ 2014 FBC Revised to comply w/ 2017 FBC Meme ttaee Pet eleee wrt CYeywry se,M./Ye4.t 1M,x sA..c NOA APPI(OVAL IMPACT FRENCH DOOR I OF 6 a E of :mow` C P,: ��. dI '. 11 �L lT SEE SEE 0PT 3 ALTONNATE BOL' )NS 6AT�/ A.aew as a s /20/ Nelson Era.. 01/20/12 a.La. \ 25. Max, DLD Widt /•J g• / \ IS �• _ � �' • C /�i% D � / D /moi c•N NIZ // / // A = m S Active Inactive m x2 x3 aF du a+ o =N S J y t C� ie2 21 6 112' dead -bolt / mq W Sidelite \ / e �fg�M 4xk sej, .L B 'Z 3 / SF MATE BOLT 0 AT SMELT Side 1 3 ite bottom °738' 5 6' 13 1/8' 6' �3/4 I/ 6' 6' 6' V4 (at sicietlte) 1). QUADS SrAGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUATIs•rRc UNITS WITH AND WITHOUT SIDE=S 3). MAX. FRAME SIZE 145 1/2"w. Y 95 3/4"L_ OXXO 4). EXT' & INT FALSE COLONIAL MUlITIMN APPLIED W/SHSCONE. 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 6). MAL DAYLITE OPENING WIDTH = 25" 7). MAX. DAYLITE OPENING HEIGHT = 83 1/0- 8). ME ELEVATION AT SHEET 1016 FOR MAX. ANCHOR SPACING 0). ALL DILIENSIOPIS SPECIFIED An IN INCHES 10). NO HURRICANE bHUITERS ARE REQUIRED U 'o k d _1 5' I v+ i- ee a . 61 4 V-2• r- v - -•1 ar. / 5 3/4' (max. a a nc ( o.c t L/ active pant) in -.Alva panel) NOTE: Same anchor spacing "OXXO" EXTERIOR ELEVATION at frame head & am NOTES: 1). THIS PRODUCT IS DESIGNED AS PER FLOR!D.4 BUILDING CODE (2014 -5th EDITION & 2017 - 8th EDITION). 2). GLASS MEETS REQUIREMENTS OF ASIM-LI300 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 & 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. 6 NCHORING R C PRODUCf REVWeb ). A 0 LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL as msplyl•g wilk the FI -46 LIMITATIONS: 1"-21 Artpta6ee No 17'/Z12•di 1). MAX. DP - ±86 PSF W/ (4) Surface Bolts & Gloss Types A, B, C & D. HLp)4grsa Dste y-4 (SEE LOCATION DETAILS O SHEET 3 OF 6) 2), MAX. DP - ±76 PSF W/ 2 -Point Lock (active)+ (2) Surface Bolts at Inactive THOMAS J. SOTOS 6 fC, JM.,.., �. 4 u = 3). MAX. DP = t76 PSF W/ Flat Sill & must be used ■here water infiltration is PROFESSIONAL ENGINEER kfa•' Prod" COMMA not required or opening is protected by overhang ratio greater than one. FL LIC, #,66225 4). MAX. OP = ±86 PSF W/ Multi -Point Lock (1-active)+(1-passive) at Inactive y� r �� '_•♦�G �S�';��5 Re �� To T�--� ® Oa �- VFI$V/ 1\\Cil 8501 NW 90th St. Revised cam Ravtned to comply w/ FBC2007 &added 01/22/10 Amhl� DA 33166 •'; Malt -Point 01/27/11 ND ST I S C. (305 696-8860 O * Revised to con w 2010 FBC Ply / YANOFLCTURSR OP QOAflFY ALUMINUM •INDOYS AND CUSS DOORS ir Revised to comply w/ 2014 FBC Revised to comply w/ 2017 FBC Meme ttaee Pet eleee wrt CYeywry se,M./Ye4.t 1M,x sA..c NOA APPI(OVAL IMPACT FRENCH DOOR I OF 6 a E of :mow` C P,: ��. dI '. 11 �L lT '""'"" Nelson Braze ° 1'1/o%iv "La Porte" Impact" French Out—Swing Door A.aew as a s /20/ Nelson Era.. 01/20/12 a.La. FD -2003 G TON 110 7/8' Max UHt Width $wingOPTIOALNS ATT SRNAHEET T Pnriel Width ��3 of 6 . . ... . . . ... 7 N-25, �2 PL I idtI 5 whI V II-_ I IIA I Hax. ni Wldt . C II . D II, . . II . "0" ELEVATION 6 +86.0 35 3/1G' I ±76.0 ±76.0_ -I1 II II . H d . . . . Ac�ve I II I II /__IL ctive II - 1-� 7 _ -- II " . . ... . . . ... 7 N-25, �2 PL I idtI 5 whI V I I� I 5 ±66.0 ..5 3,•'16' ±76.0 +76.0 +76.0 � it D411 • X1..0 r-' . . . . . . . . . . "0" ELEVATION 6 +86.0 35 3/1G' I ±76.0 ±76.0_ . . ... . . . . .. . ALTERNATE BOLT OPTIONS AT SHEET Sof 6 "OXO" ELEVATION 145 1/2' Ha. UK Width SEE ALTERNATE EET BOL7 OPTIONS AT SH - S < I t Width 33 1/16' nnx.) •I A - A�icepMarr�N. - z} •05 PonwWidth ( 35 3/16' nnx. I _ L 7I� 7 N-25, �2 PL I idtI 5 whI V I I� I 5 ±66.0 ..5 3,•'16' ±76.0 +76.0 +76.0 � it D411 • X1..0 r-' 6 +86.0 11 3/1G' +7F,.^u. i760 +76.0 S +BGA 17 'a/16' +76.0 ..+y6.0 _76.0 I- 6 +8b.0 23 3/16' 76.0 +76.0 +76.0 __Il II -71 11- 1B -B__. I. `f6) \ SALTERNATE BOLT SEE .ALTERNATt 8CLT `-EE ONS AT SMU:f - OPRCIG AT SHM- 30 L4' pJllI IDo II "0" ELEVATION 6 +86.0 35 3/1G' I ±76.0 ±76.0_ ` o c " I II I II II ctive v d s Active II " - II H II SEE ALTERNATE BOLT-- / OPDONS AT SHEET Sof 6 "OXXO" ELEVATION ANCHOR NOTES - 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. FASTENERS 4 F6 FOR INSTALLATION L% 74 1/2.' Max Unit Vidth 38 5/8' Ha 38 5/8' Mux FUnit Width Unit Width $IdeLlte SEE ALTERNATE BOLT x ggEEEE ALTERNATE LT Parr�ol Vldth J of AT SHEET O aPilAST AT SHE • 3353/}6' nnx. ) A i • 1 1N 1- �t ; -w--7 e "OX" ELEVATION APPROVED CONFIGURATIONS 1. AJ_ ELEVATIONS ARE A GRAPHICAL REPRESENTATION VEINED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SUCONE AND ARE AVAILABLE AS OPTIONAL 3. PA.NELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT .:G DOCK 'dTTHOI,T INSECT SCREEN. DOUBLE �Ri;TTOt4 2 V 140D17C1' RhrP�ie` NUIe'BEB. NEL DP PADP ( PSF } IGEAS TYT ALTIIAL NII6 Gi.a.'S G1e33 GIwSS - I MORS I'A' & '6" (INcus) TYPE B' TYPE 'C' TYPE 'D' /11181 I .`/-(PSP) TIDIi'a • +/_(YSY} r/ -(PIF) 4/-(P3F) •I 25'3 - MM- 0_Width, - A�icepMarr�N. - z} •05 II - EfWrAWe Gltt R@ i • 5 ±66.0 ..5 3,•'16' ±76.0 +76.0 +76.0 � it D411 • X1..0 r-' 6 +86.0 11 3/1G' +7F,.^u. i760 +76.0 S +BGA 17 'a/16' +76.0 ..+y6.0 _76.0 I- 6 +8b.0 23 3/16' 76.0 +76.0 +76.0 __Il II -71 11- 1B -B__. I. `f6) \ SALTERNATE BOLT SEE .ALTERNATt 8CLT `-EE ONS AT SMU:f - OPRCIG AT SHM- 30 L4' 30/5 ELWATION tAl "OX" ELEVATION APPROVED CONFIGURATIONS 1. AJ_ ELEVATIONS ARE A GRAPHICAL REPRESENTATION VEINED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SUCONE AND ARE AVAILABLE AS OPTIONAL 3. PA.NELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT .:G DOCK 'dTTHOI,T INSECT SCREEN. DOUBLE �Ri;TTOt4 2 V 140D17C1' RhrP�ie` NUIe'BEB. NEL DP PADP ( PSF } IGEAS TYT ALTIIAL NII6 Gi.a.'S G1e33 GIwSS - I MORS I'A' & '6" (INcus) TYPE B' TYPE 'C' TYPE 'D' /11181 I .`/-(PSP) TIDIi'a • +/_(YSY} r/ -(PIF) 4/-(P3F) a arrP�T4RY the TCliia I - A�icepMarr�N. - z} •05 IDJOQIIJJppLL BAILTGM - EfWrAWe Gltt R@ � HRTL - L,G 6 Half 5 ±66.0 ..5 3,•'16' ±76.0 +76.0 +76.0 10 1/4' 16 1/4' 22 1/4' 93' 6 +86.0 11 3/1G' +7F,.^u. i760 +76.0 S +BGA 17 'a/16' +76.0 ..+y6.0 _76.0 I- 6 +8b.0 23 3/16' 76.0 +76.0 +76.0 28 1/4' `f6) \ SALTERNATE BOLT SEE .ALTERNATt 8CLT `-EE ONS AT SMU:f - OPRCIG AT SHM- 30 L4' 30/5 ELWATION To! 6 "0" ELEVATION 'JAPOrta' WACT FRENCP. O;TLSDING DOOR - DESIGN LOAD CHART 140D17C1' RhrP�ie` NUIe'BEB. NEL DP PADP ( PSF } IGEAS TYT ALTIIAL NII6 Gi.a.'S G1e33 GIwSS - I MORS I'A' & '6" (INcus) TYPE B' TYPE 'C' TYPE 'D' /11181 I .`/-(PSP) TIDIi'a • +/_(YSY} r/ -(PIF) 4/-(P3F) a arrP�T4RY the TCliia I - A�icepMarr�N. - z} •05 IDJOQIIJJppLL BAILTGM - EfWrAWe Gltt R@ � HRTL - L,G 6 Half 'JAPOrta' WACT FRENCP. O;TLSDING DOOR - DESIGN LOAD CHART Pim wum/enGir A ILIAL SUR ( (IN,. }_ CE)I'H • SEICET • NUIe'BEB. NEL DP PADP ( PSF } IGEAS TYT ALTIIAL NII6 Gi.a.'S G1e33 GIwSS - I MORS I'A' & '6" (INcus) TYPE B' TYPE 'C' TYPE 'D' /11181 I .`/-(PSP) TIDIi'a • +/_(YSY} r/ -(PIF) 4/-(P3F) I10 1/4' 1161/ I _ ±66.0 11 3/16' I 76.0_ 176.0 +7_6.0 -_I 96.7 �173/LS +76.3 7tiC +76.0 -11th ICZ 1/4- 23 1/r 30 1/4' /i '(5l ±76.0 /6.0 +76:0 �5 1 +BG7 2S 3/1�t76C �6.0 +76.0 5 386.0 31 3/16'176.0 t76.3 ±76.0 34 1/4' 5 ±66.0 ..5 3,•'16' ±76.0 +76.0 +76.0 10 1/4' 16 1/4' 22 1/4' 93' 6 +86.0 11 3/1G' +7F,.^u. i760 +76.0 S +BGA 17 'a/16' +76.0 ..+y6.0 _76.0 I- 6 +8b.0 23 3/16' 76.0 +76.0 +76.0 28 1/4' `f6) 6 +_86.0 29 3/16' 6.0 ±76.0 ±76.0 !-�6.0 30 L4' 6 *86.031 3/16' +76.0 34 1/4' 6 +86.0 35 3/1G' I ±76.0 ±76.0_ • O PARENTHES6 INdC j Or AHCHOHS AT PRAIi'E"JAuB� ou4um� "" LA17. S lJ 1 tl850 NW MEDLEY, FLLORIDAt33166 _(ffTM7U-SrIE:S. INCA (305) 696-8660 1LUWFACTURSR OP QUALITY ALUYTNUAt WLNDOFS AND CUSS DOORS w cmc 1~t'`" liw. -5/16' 7APCON V/ 1 1/2' MIN EMBED. (SEE NOTES BELOW FOR SPACING) (P,T.) WOOD HOCK ��I/4' MAX. SHIM TYP. Side(ite . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Mini un (� 10 Edge ISIStance u=DPW"wiu 6k Flatus, Active A.— ' AX SHIM AX Inactiv., �-1 j• -- MIN EMBE➢ . . ... . . . . .. . • • • • • •VitRIOR moi' • • • • • • • • • • • • • • • • • • •LOjK TILE • • MULLION �• 19192— • • :-Cl f 1 I/4' MIN -EDGE III TYP DLO Width 74 Pane( Width IP O O MIN EMBED. TYP 18 46 Active O7TERIOR SNE —RSIDE Inactive Active Innctive \y / EEI'IIQOR SIDES r 1 B MIMOR �E E3 L_J LOCK STII.ES WITH FLUSH BOLT LOCK S=S WITH TWO–POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE }32 OPTIONAL -- RAIL DETAIL o Active k • • • *m., ,EXTESIDE „OXXO• UNIT WIDTH —5/16' TAPCDN V/ 1 22 I11Z SE E ELEVATION AT —1 SHEET I OF 6 FOR SPACING 4 3 2' MULLION JAMB Sill SILL 12 12 23 ,..,y. Height ^'} 1 };•MIN "ENDED. INTO 3500 PSI CONC. (TYP.) 1 1/4• 11/2' D TAPCON V/ 1 KINENDED. (MIN. EDGE DISI.) (SEE SHEET -1 DF 6 - FOR LOCATION AND SPACING) }32 OPTIONAL -- RAIL DETAIL o Active k • • • *m., ,EXTESIDE „OXXO• UNIT WIDTH SIDE 1 _jII W DVt'MCM MC 6• Active I Inactive �13 -Po t ��\> i 45 No my / / 1/�elgh�l I LltE!: 40 7/1 OPTIONAL., SILL ,',�,t''•^ `•�l �' MIN EMBED, INTO Ie 3500 PSI CONC. (TYP.) s/16• ELCD TAPCDN V/ OPTIONAL BOLT ® BOTTOM RAII. I 1/4• 11/2 MIN EMBED. ( SEE DETAIL E3 FDR MOUNTING LOCATION) (NM. EDGE onJ 23 Two -POINT MULTI -POINT FLUSH HOLT & l•1 FLAT SILL NOTE: MAX. DP - 275 PSF MAX. DP . 266 PSF TWO-POINT LOCK LWTATIONS: DODRS L SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. OPTIONAL LOCK 1). MAX. DP = 286 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76.0 P.P DESIGN LOAD AND _ Surface Bolts & Gloss Types A, B, & C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE T30MAS J. SO OS 2). MAX. DP - 276 PSF W/ 2 -Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF P@OFESQ ECN �NEER Lock (active)+(2) SuAace Bolts O Inactive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. ti, ♦Z '' •`';• %' rr Relied Notes: d T,eT� ® �a T „'� `~4SR•=GsrGL Revised to comply w/ FBC2007 • added 1[/,�DOi V,Y/ 1 \\7// 8501 NW 90th St. 5 Insulated Chum 01/22/10 MEDLEY, FLORIDA 33166 •:* Ashland Malt -Point Lock 01/27/11 IND9T1-211 ZNC. (305) 696-8560 Revised to comply w/ 2010 PBC MINUFACrU"R OF QVALrrY ALUULVVV •INDOIS AND CLASS DOORS WE ReYlsed to comply w/ 2014 PBC n .. s..r raw ca.= rrw cey. y s.w/MWaa TYw sA..e TE OF :� �^� to comply e/ 2017 FBC NOA APPROVAL IMPACT LRENCX DOOR 3 OF 6 Nelson Erasn ;,/01%19 "La Porte" Impact" French Out -Swing Door •` 3R..r�.g^ ~'•'e �` Nelaoa Eraao O1 20 12 lv �1 s..•., aaFa..e.. Nrn.e." a,eww N.=.s..: B.w.bo t«.a DATE_- - a.ta. FD -2003 0 —5/16' TAPCDN V/ 1 1/2' MIN EMBED. 1'D" T) WOOD BUCK SE E ELEVATION AT (SEE NOTE 3, SHEET 1) SHEET I OF 6 FOR SPACING 4 3 1. SEE ELEVATION AT SHEET 1 OF 6 FOR MULLION JAMB 6 17 6 38 # t9 12 12 23 %/ // -. Sldetite \ I 1 L/4' Mini un (� 10 Edge ISIStance u=DPW"wiu 6k Flatus, Active A.— ' AX SHIM AX Inactiv., �-1 j• -- MIN EMBE➢ SIDE 1 _jII W DVt'MCM MC 6• Active I Inactive �13 -Po t ��\> i 45 No my / / 1/�elgh�l I LltE!: 40 7/1 OPTIONAL., SILL ,',�,t''•^ `•�l �' MIN EMBED, INTO Ie 3500 PSI CONC. (TYP.) s/16• ELCD TAPCDN V/ OPTIONAL BOLT ® BOTTOM RAII. I 1/4• 11/2 MIN EMBED. ( SEE DETAIL E3 FDR MOUNTING LOCATION) (NM. EDGE onJ 23 Two -POINT MULTI -POINT FLUSH HOLT & l•1 FLAT SILL NOTE: MAX. DP - 275 PSF MAX. DP . 266 PSF TWO-POINT LOCK LWTATIONS: DODRS L SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. OPTIONAL LOCK 1). MAX. DP = 286 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76.0 P.P DESIGN LOAD AND _ Surface Bolts & Gloss Types A, B, & C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE T30MAS J. SO OS 2). MAX. DP - 276 PSF W/ 2 -Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF P@OFESQ ECN �NEER Lock (active)+(2) SuAace Bolts O Inactive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. ti, ♦Z '' •`';• %' rr Relied Notes: d T,eT� ® �a T „'� `~4SR•=GsrGL Revised to comply w/ FBC2007 • added 1[/,�DOi V,Y/ 1 \\7// 8501 NW 90th St. 5 Insulated Chum 01/22/10 MEDLEY, FLORIDA 33166 •:* Ashland Malt -Point Lock 01/27/11 IND9T1-211 ZNC. (305) 696-8560 Revised to comply w/ 2010 PBC MINUFACrU"R OF QVALrrY ALUULVVV •INDOIS AND CLASS DOORS WE ReYlsed to comply w/ 2014 PBC n .. s..r raw ca.= rrw cey. y s.w/MWaa TYw sA..e TE OF :� �^� to comply e/ 2017 FBC NOA APPROVAL IMPACT LRENCX DOOR 3 OF 6 Nelson Erasn ;,/01%19 "La Porte" Impact" French Out -Swing Door •` 3R..r�.g^ ~'•'e �` Nelaoa Eraao O1 20 12 lv �1 s..•., aaFa..e.. Nrn.e." a,eww N.=.s..: B.w.bo t«.a DATE_- - a.ta. FD -2003 0 ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR 1t IB # t9 ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION %/ // -. \ FASTENERS TYPES. u=DPW"wiu 6k Flatus, Active Inactiv., _-"-= 0. M ,.,,.... o /'l lid n SIDE 1 _jII W DVt'MCM MC 6• Active I Inactive �13 -Po t ��\> i 45 No my / / 1/�elgh�l I LltE!: 40 7/1 OPTIONAL., SILL ,',�,t''•^ `•�l �' MIN EMBED, INTO Ie 3500 PSI CONC. (TYP.) s/16• ELCD TAPCDN V/ OPTIONAL BOLT ® BOTTOM RAII. I 1/4• 11/2 MIN EMBED. ( SEE DETAIL E3 FDR MOUNTING LOCATION) (NM. EDGE onJ 23 Two -POINT MULTI -POINT FLUSH HOLT & l•1 FLAT SILL NOTE: MAX. DP - 275 PSF MAX. DP . 266 PSF TWO-POINT LOCK LWTATIONS: DODRS L SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. OPTIONAL LOCK 1). MAX. DP = 286 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76.0 P.P DESIGN LOAD AND _ Surface Bolts & Gloss Types A, B, & C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE T30MAS J. SO OS 2). MAX. DP - 276 PSF W/ 2 -Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF P@OFESQ ECN �NEER Lock (active)+(2) SuAace Bolts O Inactive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. ti, ♦Z '' •`';• %' rr Relied Notes: d T,eT� ® �a T „'� `~4SR•=GsrGL Revised to comply w/ FBC2007 • added 1[/,�DOi V,Y/ 1 \\7// 8501 NW 90th St. 5 Insulated Chum 01/22/10 MEDLEY, FLORIDA 33166 •:* Ashland Malt -Point Lock 01/27/11 IND9T1-211 ZNC. (305) 696-8560 Revised to comply w/ 2010 PBC MINUFACrU"R OF QVALrrY ALUULVVV •INDOIS AND CLASS DOORS WE ReYlsed to comply w/ 2014 PBC n .. s..r raw ca.= rrw cey. y s.w/MWaa TYw sA..e TE OF :� �^� to comply e/ 2017 FBC NOA APPROVAL IMPACT LRENCX DOOR 3 OF 6 Nelson Erasn ;,/01%19 "La Porte" Impact" French Out -Swing Door •` 3R..r�.g^ ~'•'e �` Nelaoa Eraao O1 20 12 lv �1 s..•., aaFa..e.. Nrn.e." a,eww N.=.s..: B.w.bo t«.a DATE_- - a.ta. FD -2003 0 5/t TAPCON W1 1 1/ MIN EMBED. SEE BELOW FOR SPACING INTERIOR SME -I . (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) eb 3 /Q AMB19 20 21 LOCK STILE 46 6 7 TB 15 2 17 12 11 (�) N 1/4' - O E AX SHIP 11/2. MIN EMBED. UNIT WIDTH SHEET I OF 6 FOR SPACING MIN EMBED LOCK STILE 3 0 -;T LAMATE GLASS EXTERIOR SIDE 7 6% 4t Tv 1 -5/16' TAPCON W/--5/16' -:4 (EDGE DIST.) 00 0 EXTERIOR SME T 400 1 1/2MIN EMBED. (SEE NOTES FOR SPACING) 11/4' MIN EDGE DIST' 1 112' MIN EMBED. SEE NOTES FOR SPACING (MIN.EMER.) TYR 42 L _j G 2� 122) .TYP M _J INTERIOR SIDE WD.1 1/2, MIN, -I x (P.T.) WOOD B1jCK 1 1/4* K (SEE EMBED I 10 37 MIN EMBED Ll IYP V TYP. NOT T 3, SHE TYP (�) N 1/4' - O E AX SHIP THOMAS J. Sol PROFESSIONAL EN( FL LIC. .552 I x (P.T.) WOOD BUCK E: (SEN13TE 3, SHEET 1) INTERIOR SME 0LOCK STILE JAMB 19 20 21 A _x" - UNIT WIDTH EX'IrERIOR SIDE EffMOR SIDE (ii ) INTVRIGR SUE CS /� LOCK SMILE Active ::2TEiO01? SIDE E02 t1G eS WT,mort ams Inartive 5/16' TAPC13N V1 11/2. MIN EMBED. UNIT WIDTH SHEET I OF 6 FOR SPACING MIN EMBED LOCK STILE 3 0 -;T LAMATE GLASS EXTERIOR SIDE 7 3 Tv 1 -5/16' TAPCON W/--5/16' -:4 (EDGE DIST.) TAPCON V/ EXTERIOR SME 1 1/2MIN EMBED. (SEE NOTES FOR SPACING) 11/4' MIN EDGE DIST' 1 112' MIN EMBED. SEE NOTES FOR SPACING (MIN.EMER.) TYR 42 L _j G 2� 122) .TYP M _J INTERIOR SIDE WD.1 1/2, MIN, -I x (P.T.) WOOD B1jCK K (SEE EMBED ISEF. NOTE 3, SHEET 1) MIN EMBED Ll IYP V NOT T 3, SHE TYP 18 t D, I, MAX. A/4' MAX. SHIM TYP. HEAD 4_4 SHIM TYP. HEAD 13 12 13 2.2 I. CA) 13 T, 2 8 <8 V�-s 23 C2) 2' S14deiflte Height Sl r, 1pht SILL -18 �t Screw A 05— C5 r_; 1, .C,.� e each i,. of j b., 27 1B • 11 . e 2 total per eid.11 t 3500 PSI CONC. (TYP.) 5/16' ELCO TAPCON I, INTERIOR SIDE THOMAS J. Sol PROFESSIONAL EN( FL LIC. .552 I x (P.T.) WOOD BUCK E: (SEN13TE 3, SHEET 1) INTERIOR SME 0LOCK STILE JAMB 19 20 21 A _x" - UNIT WIDTH EX'IrERIOR SIDE EffMOR SIDE (ii ) INTVRIGR SUE CS /� LOCK SMILE Active ::2TEiO01? SIDE E02 t1G eS WT,mort ams Inartive 5/16' TAPC13N V1 11/2. MIN EMBED. SEE ELEVATION AT SHEET I OF 6 FOR SPACING INTERIOR SIDE LOCK STILE 3 0 -;T LAMATE GLASS 7 3 -:4 (EDGE DIST.) EXTERIOR SME 1 2 (MIN.EMER.) TYR 42 L _j G 2� 122) Z 4 0. M _J INTERIOR SIDE EXTERIOR SIDE ' 18 2 13 12 13 12 23 2' SILL Height Sl r, 1pht SILL 1 MIN EMBEDI ';j! MIN E.E. INTO • P 3500 PSI CONC. (TYP.) 5/16' ELCO TAPCON W1 , /4 11/2' MIN EMBED. N '14. !E DIST.) SEE SHEET I OF 6 FOR SPACING) (y IN. EDGE DIST.) THOMAS J. Sol PROFESSIONAL EN( FL LIC. .552 I x (P.T.) WOOD BUCK E: (SEN13TE 3, SHEET 1) INTERIOR SME 0LOCK STILE JAMB 19 20 21 A _x" - UNIT WIDTH EX'IrERIOR SIDE EffMOR SIDE (ii ) INTVRIGR SUE CS /� LOCK SMILE Active ::2TEiO01? SIDE E02 t1G eS WT,mort ams Inartive 5/16' TAPC13N V1 11/2. MIN EMBED. SEE ELEVATION AT SHEET I OF 6 FOR SPACING INTERIOR SIDE LOCK STILE 3 19 20 q. 21 7 ActCve -:4 (EDGE DIST.) 1 2 (MIN.EMER.) TYR L _j G 2� 122) EXTERIOR SME KrrMOR SDDS: G3 31, INSjAjLAn0N_FA$TENERS -NO I'll M:J: 'lX RUCK' PF�.HlPrf) FAIT k'1-0 LLt!G-!P HEAL?: 1/16: X 3 1/2" Long TAPCON(-I JAMB: 5%16 X 2 3/4' Long TAPCON(') M MULLIONS- 5/16- X 2 1/4' Long TAPCON(-) HEAD: 5/16' X 3' Lonq TAPCONt-) JAMB: 5/16" X 2 1/4 Long iA8CZN(-) MULLIONS: 5/16' X 2 1/4" Long TAXON(-) (al TAPCON LML_*1UXD_MZRkQQX7 AT S11.1 * 1/16" TAFQON INTO 3500 PSI 314Q. MN. NM ALL FASTENERS W/ 1l2" VIN, EMBEDMENT. 11/4' WIN. EDGE DISTANCE do ,1/4_IdAX. _itllhi_Sf'A.S+E ANCHOR YIELD STRENGTH Fy-155ksi ANCHOR ULTIMATE STRENGTH Fu 177ksi -ALL TAPCON LENGTHS -L- SPEC= ARE MMIMLIKS SEE ELEVATION AT SUREET 1 of 6 FOR ANCHOR MAL SPACING AND LO New,unon Notes: eto�, Revised to ..-ply w/ FBC2007 It added 8501 NW 90th St. �'11 lmnliated Gla. 01/22/10 MEDLEY, FLORIDA 33166 LA WSON - AaMand Mult-Point Lock 01/27/11 (11N AD U � TRIES, ES.- (305) 696-8660 Revised to comply w/ 2010 FBC MANTAPACIVRER! OF QUAUrY ALVWNDW WZNDOWS AND CLASS DOORS Revised to comply wl 2014 FBC =.�,A'j— —_ 1-d,.C=- I= - Revised to comply w/ 2017 FBC NOA DOOR 4 OF 8 OF W;w Aw jVNelson E- 17 "La Porte" impact" French Out—Swing Door / AV M_. Nelson Erato OL/20/1- Bft-- -2003 FD . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . • • • • • • • • 000 .__... _. SI➢ELITE AnAO1MENT alai GROVE C. / �R INTERIOR SIDE / KM S2 1/4 LT(EVS e32 � .-. ........ .. OLD tR x r Ph,•HIL. � • • • 17 Gleadng Adopter Arminr susys .ze . . . IDCEA� • i'S/e'_Glazing Depth etz : t/4• aM✓nn- • • • • • • • • • • • 29 30 }t Silicone vlwr.casTwP TACE ur -.— • • • • • • Caulking /III • • • J • — / • • • • • • • •• 0N ti .r....9 ISA6 2 [aminated Glass - \ Types 'A', "B"B* or 'C' sD.L r•�[a�• DDM♦ •ra • • by : (see bel—) TER! (SES .ABLE V! CGRRESPUNDING SED 2T L17 +C LIF T �E;l I dtAZING TYPE a DESCRIPTION) t-1/4 Round FRAME ASSEMBLY DETAIL • • • • • • • • • • 3 33 34 Beed Q to srsn • • • IF 'aI'`. • • • • E'ACTERIOR SIDE sPDvn n • • • • • • SILL SEALANT DETAIL DETAIL #1 MOM HEADER TO BE SEPLED SIMILAR TO SILL L6T DOOR ___.aNGE ST:A' SENTRYGLASS by- Kuraray America, Inc, LDT On' B. RDSIFOL PV9 by: Kuraray America, Inc AMn ;,* pu IMTEQa C' eAFLEX PV9 by- Eastman Chemical ComTHREADED- 3/B' OIA I �!'NTERIOR SIDE MDEEATTAv�taM I 17 Glazing Adapt r —'Gin 9Dcone ME Luc -- , �/ sv+Evs ' i I 5/18' .aminated Glass- e l 29 30 s1 110 x 3/4' wi/PHIL /a Types 'D' a 'E' 33 (34} G1 ng Depth by (nee below)�Q HINGE ATTACHMENT --------- Al -' LOVER .. /DETATIS Acc— Mos / ,.. t( ILSEE TABLE V/ CORRESPONDI.4G --_ I [ GLAIING TYPE a DESCRIPTIO.. PRE-RaCMED / j I c.� M.[ LER HAND HIW.. LEAF 110 BEER STDE I I /L'= Ii 1/4' anln �d Air ace . �I/ I 1/8' Temp. Glans + - STILE 1,oTIOM / MOISE ATTA[aeEMT MEM N0 INSULATED SPACER paceeal'-- Glazing Dead susys em -M vAnsa Dura Sent SrlAV pSaPocer 1/ e10.1/4• FM .E- PANEL ASSEMBLY DETAIL PILNo. G12-2514-351" zs / 612-2514-35EXTERIOR GLAZING DETAII. # AC'ESS MaE cava( or 'D' - SAFLEX PVH by, Eastman Chemical Co. 'E' - SENTRYGI-ASS by Kuraray America, Inc. �pi I,n is mz�A t' I sn6•t Rb {TuLL¢ STEn rw INTOSMS OR JLL. UMi,.t,ML S�RL'r;; 14 SMS UR "Fir DRILLING SCREWS IMO MIETAL STRUCTIRE INTO METAL STRUCTURE 4(SEEh=.^.R :FAf.ING) (SEE NOTESFDR SPACII(G) D'uE DIST. II ((3TT5 MIND L NIN EDGE DIST, II (fy --F�36 NKS1 MINSALUMINUM TUBE MULLION STEEL TUBE OR COLUMNREFER TO APPROVED (STEEL IN CONTACT V/ ALUM.m"M,�MIAMI-DADE NOA 3DrTO BE PLATED OR PAINTED)el n+oress Motel TNdwecc _� I A, 1/4' MAX. SHIM r it 1/� SHIM TYP. 1 1/4• MIN 5/16' ELCO TAPCON V/ EDGE DIST.' 1 1/4' MIN EDGE DIST. 1 1/2' MIN EMBED. TYP { f 5/16' TAPCON W/ IT INTO (SEE NOTFS FOR SPACING) I (SEE NOTESEMBED, FOR SPDC 2 A90' SentryGlass Interlayer 3 3/1G' Mneded• TO DE 3 KSI MIN) 2x (P.T.) E�r1 1 1/2 1 ill- DrIAM i-- 39 1 WOOD BUCK (SEE GEN. NOTE 43) (GIN. E0.)'• (NIN. LtRitD 2 .090• TImSIFOL PVH Interlayer L 3 1/8' A—Med .340 0 A Laminated Glatt/ b Solutia lase a Ce— ff[ NOTE OPTIONAL INSTALLATION TO MDR FRAME (TYP.) 1/4' MAX. SHIM TYP. DETAILS MAY APPLY JAMB AND/OR FRAME MEAD FRAME INSTALLATION OPTIONAL a 1/4' MAX SHIM TYP. DETAILS 1 1/R' Heat-Strrengthwed Mass 2 .090' SafleicPVB Interinyer GLAZING TYPE & DESCRIPL1jS GLAZING TYPE & DESCRIPTIQNS .940 OLA. IsminateO Glans by Soiutiw -Glass `f e. D .468 0 A Laminated Glass by Du ant - Glass Trne 'A' IT= DESCRIPTION L DETAM 32 v 6• 1 3/16' Armeoled 2 A90' SentryGlass Interlayer 3 3/1G' Mneded• .540' 0 A Laminated Glass bv Du ont - Glass TyM 'B' LipaDESCR*a*0N 4 1/4' INSULATED AIR SPAT. -f. l I —e, _ — DrIAM i-- 39 1 ve• Ameaea �_�� Aabland Yvlt-Point Lack 01/27/11 2 .090• TImSIFOL PVH Interlayer L 3 1/8' A—Med .340 0 A Laminated Glatt/ b Solutia lase a Ce— ITp1 D33CIETON DEEAD�- 94 =-- �' _� -__-_ 09Ma' J 1 1/R' Heat-Strrengthwed Mass 2 .090' SafleicPVB Interinyer __ _ 3 L/8' Heat-Strergthened Mass GLAZING TYPE & DESCRIPL1jS HINGE ASSEMBLY DETAIL .940 OLA. IsminateO Glans by Soiutiw -Glass `f e. D ITT[ O1'3C[ii—ION + 139TALL 1 Il� W 14-t -St—mothered C:ns-, I-• — -- .4 - 2 _ 29V S.FL•x FVB In•.Mayer1"I" 3 1/8' H�eat-Strenptl, l Glass -4 JtW, 4 1/4' L SULATED AIR NPW' ( a9.a_j 34 5 1/6' TEMPERED GLASS .340 O A ?Aminated Glass by 'Solutio - Glans a E ITp1 DESCRIPTION DETAIL 1 1/8' Hent-Stregthe—d Glass © vY _ 2 .090' S—tryLlnss Interlayer 3 1/8' H—t-St-ryth'—d Glsss- 4 1/4' INSULATED AIR SPAT. -f. l I —e, _ — 5 I/8' TEMPERED GLASS I ft"vCP REV18ft :e eampb* xyY lite vjnA* bowing Cade AeceparaNel-IZ12.0i- E*emumI%le G P'udael c-sat,r, MOMAS J. SOTos —1 HINGE ASSEMBLY DETAIL RESSION ENGU?M 11 ( #FD -824-2 FL C. 55225 Revision Notes: _ Seri -d to comply w/ FBC2007 k added �� T,a T� �a T \E7/J 8501 NW 90th St. V1g,// 1C.•• _e1jpip` -' '� O F •• s Insulated Glsss 01/22/10 1 MEDLEY, FLORIDA 33166 • •'; Aabland Yvlt-Point Lack 01/27/11 1V D T -J S T I E S . N C . (305) 696-8660 O ,* Revised to comply w/ 2010 PBC MANUFACTURED OF QUALITY AWALINUM PZNDOYS AND CLASS DOORS Embed to comply w/ 2014 FBC s..,o enema poo cr.� Ar.4 art sAnF s.ro/Re4.a ree.c sA..e Q' = Revised to comply w/ 2017 FBC NOA APPROVAL IGPACT FRENCH DOOR5 of 6 S T OF �� ''N'r'P NelsonErazo '11/0"01/17 - "La Porte" Impacts' French Out—Swing Door • � �•L p� •�2,�` n.a, sr Nelson Era:a D•• at/20zo/lz S . �# •'`,�O tN Setilw n.ts. Pm< AAedrr. D"Re(a0 NvwMr. RMrYw LAIwD FD -2003 G At!!!l T n i 35 p_ II is '/ MULTI -POINT LOCK. ACTIVE 8 ? I CYLINDE LLCK e °4 TUR i+ o KNO 50 51 LACTIVE fMANDLE f1 I (• t TRIHSET1. I 1 8 .o >4 0 52 53 PASSIVE HANIILE-� L TRIMSET .076 -1I-�r 3.5 I 078 50 m• �• .875 X62 t : • om• 460 I .096 '•• • • -L+� • ark 1.7150 1 I/2 • 17 • 1.254) 0091 .•91,* I- .07a .127 GLAZING ADAPTER66 QUARTER ROUND FLUSH BOLT AND #L•-910 (11/16') BEAD O LOCK., • #�-834 PANEL HINGE STILE 49 ANGLE GUIDE #L-907 • 060 • • • • • • • • , #FD -627-1 • • • • • • • • • • • •119• .726 4.187 r• • •1 • - I 098 1.500 - I- 2.031 � i M--� •808 L12a HINGE LEAF QUARTER ROUND 1.750 .075 11 pis -908 10 (3/67 BEAD I r #1-912 43u 1.500 1-.070_--- 5.05 INACTIVE --PANEL -•060 �� PANEL LOCK STILE FLUSH BOLT I ;5�, .655 #L-905ANGLE GUNS i ,835 1 1/2' IANG ,88 '-r #FD -825-1 �(i 1.75 -- 1.75G 1 0QUARTER ROUND I 9 (1/4') BEAD J - .125 1.250 #L-011 1 •072 J L0.198 X65 045-j _ HALF ROUND 062 I 4.000 FALSE MUNTIN RAIL ADAPTER .072 42 .500 A-913 O #L-909 A94 SMELITE PANEL ALUMINUM PLATE 35 2' LONG _0 .930 N m _1 I --STAINLESS STEEL HOLT W xa> 53/16. O.D. SSS x+I- 7psfJ n) 3/H• [L0. SSS (./- 86G0 0 psi) ISINACTrVE-PANEL FLUSH BOLT #HC -001 Flexible VinAIFPJCICO p sitl Dn-Toem Plastics Inc. FPJC Bleck Compouxd No. 7200-75 2.0100 PHYSICAL 3/8' O.D. ASTM NO. 3/B' O.D. 75 D-7240 n� 1.45 STEEL BOLT Teaile Sumgb'PSI STEEL BOLT • . . . • . Optional Multi -Point Locks .goo (+/- 66.0 pst DP) OPTIONAL 46 Two -POINT LOCK Active Lock P-1- Lock LOCK #HC -050 ASHLAND #W5110-STACTS ASHLAND #V5110-STPAS4 76.0 psf DP) HANDLE 6 TRIMSET HANDLE 6 TRIMSET Spwific Gravity ASHLAND gW52OIA-A AS#W5201A-P .076 -1I-�r 3.5 I 078 50 m• �• .875 X62 t : • om• 460 I .096 '•• • • -L+� • ark 1.7150 1 I/2 • 17 • 1.254) 0091 .•91,* I- .07a .127 GLAZING ADAPTER66 QUARTER ROUND FLUSH BOLT AND #L•-910 (11/16') BEAD O LOCK., • #�-834 PANEL HINGE STILE 49 ANGLE GUIDE #L-907 • 060 • • • • • • • • , #FD -627-1 • • • • • • • • • • • •119• .726 4.187 r• • •1 • - I 098 1.500 - I- 2.031 � i M--� •808 L12a HINGE LEAF QUARTER ROUND 1.750 .075 11 pis -908 10 (3/67 BEAD I r #1-912 43u 1.500 1-.070_--- 5.05 INACTIVE --PANEL -•060 �� PANEL LOCK STILE FLUSH BOLT I ;5�, .655 #L-905ANGLE GUNS i ,835 1 1/2' IANG ,88 '-r #FD -825-1 �(i 1.75 -- 1.75G 1 0QUARTER ROUND I 9 (1/4') BEAD J - .125 1.250 #L-011 1 •072 J L0.198 X65 045-j _ HALF ROUND 062 I 4.000 FALSE MUNTIN RAIL ADAPTER .072 42 .500 A-913 O #L-909 A94 SMELITE PANEL ALUMINUM PLATE 35 2' LONG _0 .930 N m _1 I --STAINLESS STEEL HOLT W xa> 53/16. O.D. SSS x+I- 7psfJ n) 3/H• [L0. SSS (./- 86G0 0 psi) ISINACTrVE-PANEL FLUSH BOLT #HC -001 Flexible VinAIFPJCICO p sitl Dn-Toem Plastics Inc. FPJC Bleck Compouxd No. 7200-75 2.0100 PHYSICAL -L ASTM NO. D1 c :crHudmta•A',IOsa 75 D-7240 S-ift Grnity 1.45 D -7o2 Teaile Sumgb'PSI 1640 • . . . • . • . • .goo Iecaa Brittler-, -31.0 D-746 '2. FPVC wh te: Command Na. -,?67-75 PHYSICAL ASTM NO. Duoeder Hardness'A',l0sx 75 D-2240 Spwific Gravity 1.45 D-792 Tensile Strength, PSI 1640 D-638 Ultisalc Elonguioa, % 325.0 D638 Mxdolts@ 10M/.Elmgatim, PSI .076 -1I-�r 3.5 I 078 50 m• �• .875 X62 t : • om• 460 I .096 '•• • • -L+� • ark 1.7150 1 I/2 • 17 • 1.254) 0091 .•91,* I- .07a .127 GLAZING ADAPTER66 QUARTER ROUND FLUSH BOLT AND #L•-910 (11/16') BEAD O LOCK., • #�-834 PANEL HINGE STILE 49 ANGLE GUIDE #L-907 • 060 • • • • • • • • , #FD -627-1 • • • • • • • • • • • •119• .726 4.187 r• • •1 • - I 098 1.500 - I- 2.031 � i M--� •808 L12a HINGE LEAF QUARTER ROUND 1.750 .075 11 pis -908 10 (3/67 BEAD I r #1-912 43u 1.500 1-.070_--- 5.05 INACTIVE --PANEL -•060 �� PANEL LOCK STILE FLUSH BOLT I ;5�, .655 #L-905ANGLE GUNS i ,835 1 1/2' IANG ,88 '-r #FD -825-1 �(i 1.75 -- 1.75G 1 0QUARTER ROUND I 9 (1/4') BEAD J - .125 1.250 #L-011 1 •072 J L0.198 X65 045-j _ HALF ROUND 062 I 4.000 FALSE MUNTIN RAIL ADAPTER .072 42 .500 A-913 O #L-909 A94 SMELITE PANEL ALUMINUM PLATE 35 2' LONG _0 .930 N m _1 I --STAINLESS STEEL HOLT W xa> 53/16. O.D. SSS x+I- 7psfJ n) 3/H• [L0. SSS (./- 86G0 0 psi) ISINACTrVE-PANEL FLUSH BOLT #HC -001 Flexible VinAIFPJCICO p sitl Dn-Toem Plastics Inc. FPJC Bleck Compouxd No. 7200-75 2.0100 PHYSICAL -L ASTM NO. D1 c :crHudmta•A',IOsa 75 D-7240 S-ift Grnity 1.45 D -7o2 Teaile Sumgb'PSI 1640 D638 Ulriesb Ek gatioc, % 340.0 D638 MoJulxs@ IOM/, Em*m, Psi 765.0 D638 Iecaa Brittler-, -31.0 D-746 '2. FPVC wh te: Command Na. -,?67-75 PHYSICAL ASTM NO. Duoeder Hardness'A',l0sx 75 D-2240 Spwific Gravity 1.45 D-792 Tensile Strength, PSI 1640 D-638 Ultisalc Elonguioa, % 325.0 D638 Mxdolts@ 10M/.Elmgatim, PSI 765.0 D-638 Im Brittknms, -30.0 D-746 PROFESSIONAL ENGINEER FL LIC...; 45225 4.500 1.7 50 II II .687 .065 FRAME HEAD 1.812 -f #L-901 1.250 1 "iI II '00 II r .064 .064 2.0100 ��._ III---"'! -L t----- 1 - 4.500 FRAME SIU. i2 -/ ;L-902 .082 - 100 1.612 fir. -i .136 105 PANEL TOP & BLBOTTOM oe RAIL I 3 FRAME JAMB O #L-903 Ii i .066 .063 214 4.500 - I 04 JAMB ADAPTER ----- kL-904 - 4.349 - rI .too I ~IZ ° I-- 4.066--�•... OFRAME HEAD SHEAR PLATE #L-915 NOTE: 1. ALL SPECIFIED ARE IN INCHES Rx: Won Not-: 2.688- 2. SEE ELEVATION AT SHEET 1 OF 9 FOR ELEVATION NeLoa H1Y20 01/20/11 r .500 7 'I 0�r,� ANCHOR O.C. MAX. SPACING AND LOCATIONS FRODiIL F RRVIBEdT I) -4.500 In cwopg4st wlth the gor41 IAw slLt 45 p4I7_ j #�M918 j*) NOTE: J % ` 1 fr • 3 Rx: Won Not-: Revised to comply w/ FBC2007 k Adde Insulated Glass 01/22/10 Ashland Mutt -Point Loch 01/27/11 Revised to comply w/ 2010 FBC Revised to comply w/ 2014 FRC Revised to comply w/ 2017 FBC ��m"& Nelson Hra:cOF 11/01/1, NeLoa H1Y20 01/20/11 a k-> - REFER TO DETAIL- 'B3' AT SHEET # 3 OF 6 LA /� ®'�4 ON MEDLEY, NOTES AND LIMITATIONS. 8501 NW LJl �1 / Y 1`.J' O tl MEDLEY, FLORIDAt33166 I DUS-r Im-1 INC. (305) 696-8660 YANUFICTURER OF QUALITY ALUMINUM IINDOFS AND CUSS DOORS Cts : , -PACT N: MENC lM.tr- lem� Slrt NOA APPROVAL IMPACT I7(ENL`tt DOM a OF e "La Porte" Impact" French Out -Swing Door Asoaa..: FD -2003