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WS-04-22-906Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-04-22-906 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date:05/06/2022 Expiration:11/07/2022 Location Address 174 NW 107 Contacts ANDRES AND JAEL GOSDENOVICH Owner HOMEOWNER 174 NW 107 ST, MIAMI SHORES, FL 331684309 HOME OWNER Other: 3057585920 JL-22@hotmail.com Description: REPLACE 3 EXISTING WINDOWS WITH IMPACT Valuation: $ 2,150.00 WINDOWS Total Sol Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DEPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $9.00 Technology Fee $3.25 Windows/Shutters Fee $80.00 Total: $148.65 Contractor Inspection Requests: 305-762-4949 Payments Date Paid Amt Paid Total Fees $148.65 Credit Card 04/08/2022 $50.00 Credit Card 05/06/2022 $98.65 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating�d ru ion and zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner ! Applicant / Contractor / Agent Date May 06, 2022 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION [�(BUILDING ❑ ELECTRIC ❑ ROOFING Master Permit Sub Permit �.°R 0 S 2U4.4 FBC 20 I✓S-0`I- 22- 9o(o ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP -'7 CONTRACTOR DRAWINGS I_ 4 7 JOB ADDRESS: W W (0 "' City: Miami Shores County: Miami Dade Zip: 8 Folio/Parcel#: I 2-I3(O — COSL OZ--Sc> Is the Building Historically Designated: Yes NO `__� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 5+reLe+- OWNER: Name' ((Fee Simple Titleholder):, )0. A C- 05deP?0 VI C,Lt Address: Phone#: i(J' 0-?l5 sAs: 1-74 �LU 0} rJ City: o ILrkm J hGy;? S State: C l Zip: 3 3 62*9 Tenant/Lessee Name: 11 Phone#: Email: C.JM CONTRACTOR: Company Name: Phone#: Address: City: Qualifier Name: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: Value of Work for this Permit: $ �.i k 521 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: Specify color of color thru tile: —Zip: ❑ Demolition Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ _ (Re ised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City Sl 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 Signatur OWNER or AGENT CONTRACTOR The foregoing Instrument was acknowledged before me this day of >TF �' 20 2Z by J Q21 C105 din o d t G hwho is personally known to me or who has produced f5t— �� Vcrs l_ i as Identification and who did take an oath. NOTARY PUBLIC: Sign: u (-� ` n2 VN✓� —nn Print: `tiAfa� vivianneYao Seal: _°` 4R Comm.:HH222410 ' Expires: Jan. 31, 2026 Notary Public -State of Florida 'gnnn��o The foregoing Instrument was acknowledged before me this 0 day of "r—i ( , 20 ZZ by Jad %sdenoyl can who is personally known to me or who has produced -05i— .7DV (✓e� L-` c as identification and who did take an oath. NOTARY PUBLIC: Sign: � vV Print: V V enn,e as^'pYPuer�0 meiiTfafe� Seal: ;4� Comm: HH222410 �, �'= Expires:Jan.31,2026 Notary Public -State of Florida ssrarrrsrrrrrsrrsrrrrssrsrtsss...... s/srrr.,r�ssrsssrrrrrrrsrssrsss APPROVED BY Plans Examiner Structural Review (Revised02/24/2014) Clerk 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 p NAME: I x `i��1/ C L';` \ DATE: L4_ O—�Z ADDRESS: Ia �l lV� lG ��1 MIC�,�tt J�1L•'t �'� ''�LJ Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means thatyou must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 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 S: 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 S(� 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 T%- 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial �. 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working an my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial •--� �c• 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. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial �(G 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 I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial' 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.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware o , and c en to; an owner -builder building permit applied for in my name and understands that I am the party legally and f' ciall risible for the proposed construction activity at the following address: Initial'' ' 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 r>- Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this QlV day of 20 Z ByV G1fA 4191M( VIM who was personally known to me or who has Produced the 'cense r s luenTITI tion. HERY _• MYCOMMISSION li HH 26 _.,. Amp.- ; EXPIRES:Aprl 1212026 i. OWNER NOTARY Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.qov 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). novel gement: J ! �psC1Q6�o��ck difer wnerSignature Date Print Name For Forms and Applications click here: http://bidg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01282021 Windows Doors Shutter Checklist Pace 2 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.4ov Windows / Doors / Shutter Checklist Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Copy of Miami -Dade County BORA Approved wind load chart, or generic wind pressure calculations or site specific calculations signed and sealed by Florida Licensed Engineer. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY ON SINGLE FAMILY HOMES OR TOWN HOUSES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS IN EXPOSURE ZONE "C". WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Rev01282021 Windows Doors Shutter Checklist Page 1 of 2 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-008-0230 Property Address: 174 NW 107 ST Miami Shores, FL 33168-4309 Owner ANDRES GOSDENOVICH &W JAEL Mailing Address 174 NW 107 ST MIAMI SHORES, FL 331684309 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths I Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,649 Sq.Ft Living Area 1,273 Sq.Ft Adjusted Area 1,455 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1950 Assessment Information Year 2021 2020 2019 Land Value $227,119 $206,472 $206,472 Building Value $101,268 $101,268 $101,268 XF Value $2,047 $2,072 $2,096 Market Value $330,434 $309,812 $309,836 Assessed Value $163.371 $161,116 $157,494 Benefits Information .. . Benefit Type 2021 2020 2019 Save Our Homes Assessment $167,063 $148,696 $152,342 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25.000 $25,000 $25,000 Homestead Civilian Disability lExemption $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NGS MIAMI SHORES EXT 4 48-20 r 7 BLK 205 r SIZE 75.000 X 122 199174426 09 2001 1 Generated On: 4/8/2022 Taxable Value Information 2021 2020 2019 County Exemption Value $50,500 $50,500 $50,500 Taxable Value 1 $112,871 $110,616 $106,994 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value 1 $137,871 $135,616 $131,994 City Exemption Value $50,500 $50,500 $50,500 Taxable Value 1 $112,871 $110,616 $106,994 Regional Exemption Value 1 $50,500 $50,500 $50,500 Taxable Value 1 $112,871 $110,616 $106,994 Sales Information Previous OR Book- Price Qualification Description Sale Page 00000- Sales which are disqualified as a result 01/01/2002 $0 00000 of examination of the deed 19917 09/01/2001 $120,000 Sales which are qualified 4426 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.govtinfo/disciaimer.asp https://www.miamidade.gov/Apps/PA/propertysearch/ 4/8/2022 m(nm N3 7 C c O Q cr— n N n—M n — 3. o�o0 :,00M0 0 N p N C IO !+N a Garage 2 -3- HR 111" X 50" NOA 22-0118.01 +65.00 PSF -75.00 PSF �-�10' 6' �: 4"— b, Family Room JAEL GOSDENOVICH 174 NW 107 ST MIAMI SHORES FI Scope: WINDOWS REPLACEMENT FOR SAME SIZE IMPACT -2- HR 111" X 62" NOA 22-0118.01 +65.00 P5F -75.00 PSF -1- HR EGRESS 53" X 50" NOA 22-0118.01 -+65.00 PSF J 00 Master Bedroom N O Living Room — "v c_ . 3' 2' 8' 8" _ Main Bathroom tt�,� ai - l — w _ Kitchen Dining Room 12' 7 1 Bedroom 2 ' 9' 2" --4 11, 9" . . • : : • • •• • • IS 4" a N u N `m' Miami -Dade County Wind Load Chart for Openings Based on ASCE 7-16 for Detached One- and Two -Family Dwellings and Multiple Single -Family Dwellings (Townhouses) with a mean roof height <- 30 feet 175 mph (3-second gust) /Exposure C/ Ka=.85, / Pressures in PSF / ASD These tables are to be used only for one- and two-family detached dwellings and multiple single-family dwellings (townhouses) with a mean roof height of 30 feet or less. They are to be used for replacement windows. These tables can be used for French doors, sliding glass doors, solid doors, and for sectional (overhead) garage doors. They may not be used for roll -up doors due to catenary forces acting on the supports that must be checked. The pressures are provided in pounds per square foot (psf) for allowable stress design (ASD). A positive (+) pressure acts towards the structure; negative pressure (-) acts away from the structure (suction). The width of zone 5 is the 'a' distance; it is either 10% of the least horizontal dimension of the structure - or - 0.4 times the mean roof height, but not less than 4% of the least horizontal distance -or- 3 feet. It is measured from the corner of the structure. Note that 3-feet is not the default value, it is the minimum width. To determine the least horizontal dimension' inscrib42 bbx around the entire structure and use the smalldfAUMnsiort bf the resulting rectangle. ...... Windows The effective wind area of a window is based on the size of a single pane of glass Likewise, a'sliding glass door or French door would use the size of one of the leaves, not the size of the opening. Garage Doors The wind area of a sectional door is based on the size of a single panel, usually no more than 14" deep, and the width of the door. Dual Pressure Zones A common placement for a garage door is near a corner of a residence, which would put a portion of the door in zone 5, leaving the remainder in zone 4. You can select the door based on the zone 5 pressure, or you may use a weighted average. For example, if you have a 10-ft wide door and 2-ft are in zone 5, the zone 5 suction is -50 and the zone 4 suction is -42: ((2 x 50) + (10-2) x 42))/ 10 = (100 + 336)/10 = 436/10 = -43.6 psf. (Round up to -44 psf) If a window is placed in zone 4 and zone 5, use the zone 5 pressure. Aon (ftz) 15 ft Mean Roof Height 20 ft Mean Roof Height 25 ft Mean Roof height 30 ft Mean Roof Hei ht Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40 54 43 46 43 57 45 48 45 60 46 62 20 38 42 38 50 41 44 41 53 43 46 43 56 44 58 50 36 39 36 45 38 42 38 48 40 44 40 50 t24 42 52 100 34 37 34 42 36 40 36 44 38 42 38 46 39 48 500 30 33 30 33 32 35 32 35 33 37 33 37 35 38 Wind analysis per MecaWind Pro V2335 MIAMI•DADE MIAMI-DADE COUNTY - PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildine 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 -Dada County ProBbactC'ontrol...... Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade bounty) reserve -the right to have this product or material tested for quality assurance purposes. If this product ot?flotfial faiV;crperform.... : in the accepted manner, the manufacturer will incur the expense of such testing and t VAM may imdlediately,,,, •; .... revoke, modify, or suspend the use of such product or material within their jurisdietnon.. RER.re'serues the' ' right to revoke this acceptance if it is determined by Miami -Dade County ProducQNV**rpI Section gnat thiso 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 theFJeada Building Code, including the High Velocity Hurricane Zone. • . : .. . ...... DESCRIPTION: Series "HS-8700 (Flange Frame)" Aluminum Horizontal SlidSnp.Windowr- L•.M.I. ; APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Jmpact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision G, dated 01/07/22, prepared by manufacturer, and signed and sealed by Thomas J. Soros, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. )MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 20-0813.06 and consists of this page I and evidence pages E-1, E-2, E-3, E-4, E-5 and E-6, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 22-0118.01 MIAMI-DADE COUNTY Expiration Date: April 11, 2027 Approval Date: February 24,2022 2/14/22 Page I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's 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 F dated 07/31/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 20-0813.06) 0600 B. TESTS 0 0 0 00000 000000 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ° a a ° e 0000 a ° 2) Uniform Static Air Pressure Test, Loading ptT C TA80202-94 ° ° ° ° e ° 3) Water Resistance Test, per FBC TAS 202-940 ° ° ° ° o ° ° ° ° o 4) Large Missile Impact Test per FBC, TAS 2(Y10 904 ° ° 6600 0 0 0 ° 00000 5) Cyclic Wind Pressure Loading per FBC, TAPS 241-94 ° ° ° a a o a a ° b) Forced Entry Test, per FBC 2411 3.2.1, TA30202 94 ° a ° ° ° ° 000000 ° along with marked -up drawings and installation diagram of a s1roiUMS-8700 flange ° ° frame aluminum horizontal slidingwindow, XO and XOX con i ur tions ° I� eyed b ° ° ° ° ° ° g �� P° Y ° Fenestration Testing Laboratory, Inc., Test Report No. FTL-10715, dated 05108119, o ° ° ° ° signed and sealed by Idalmis Ortega, P.E. ° ° ° °° (Submitted under NOA No. 19-0708.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 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-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens 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-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) Manuel Perez, P.E. Product Control Ex a r NOA No. 22418.0 Expiration Date: April 11, 7 Approval Date: February 24, 2022 E - 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 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 (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, all dated 03/23/11, and signed and sealed 000000 y an I o F. Font, P.E. ° ° 00000 (Submitted under NOA No. 11-0705.10) ° 00 ° o 0000 ° ° 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20r-90 ° ° ° ° ° ° ° ° ° ° 2) Cyclic Wind Pressure Loading per FBC, TA ° T-94 ° ° ° ° °° along with marked -up drawings and installation diagram of 4 4;tninurn, 6Qjiazzontal ° ° ° ° sliding window, XOX configuration, prepared by Hurricane FAIineering & 'Testing° ° o ° ° ° Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed am Sealed by°Rafael E? ° ° ° ° ° °° ° ° ° Droz-Seda, P.E. ° °° ° ° ° °° ° °°°°°° (Submitted under NOA No. 11-0705.10) ° .000 ° ° °° ° 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ° ° ° ° o 00 ° v ° ° ° ° o 2) Uniform Static Air Pressure Test, Loading per FBC TAS N2 94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 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-08-2116B, all dated 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) Manuel Perez, P. . Product Control Exa r NOA No. 22- 18.01 Expiration Date: April 11. Approval Date: February 24, 2022 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fene§V@i Ti 000000 Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-306 Ana FTL-3M4, 0 ° dated 12/06/01, 12/ 11 /01 and 01 /28/02, respectively, all signed*&Td Isbaled by°Luis e ..... . OOODOO O O O Antonio Figueredo, P.E. e 0 e o e O 000a 0e00 o O (Submitted under NOA No. 02-0227.05) ° ooeo 0000 00000 e ° OOOOOe °O O O.000 0 0 0 0 0 C. CALCULATIONS 00 00 ° ° ° 906000 0000• o 0 1. Anchor verification calculations and structural analysis, compl0in with FBC, prepared 60000 by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 apd ugdated Qn°Q(b25/lf. ° 0 � ° os signed and sealed by Thomas J. Sotos, P.E. e e e 00 0 eseo ° ° (Submitted under NOA No. 12-0127.08) O ® e 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Clear and Color Glass Interlayers" dated 08/06/20, expiring on 05/21 /21. Manuel Perez, P.E. Product Control Exa r NOA No. 22- 18.01 Expiration Date: April 11, Approval Date: February 24, 2022 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 71" Edition (2020), dated August 03, 2020, issued by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 20-0813.06) 2. Statement letter of no financial interest, dated June 24, 2019, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-0708.09) °°°° 3. Proposal No. 18-1697 issued by the Product Control Section, dated January P1 .20 19, o ° Y ° ° ° signed by Manuel Perez, P.E. ° ° 0° 6600 ° 0 (Submitted under NOA No. 19-0708.09) °O°o a ° o °°°•°° ° ° 4. Laboratory compliance letter for Test Reports No. HETI-10-3647-MTI-10-3048, o ° o ° o HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3®5j o 1ETI-4).0 )P52B, ° ° ° ° ° ° HETI-10-3053, HETI-10-3056, HETI-10-30579 HETI-10-31342 KETI-10reM 31, 000000 HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10-M2*,°all issues by ° ° ° o C ° Hurricane Engineering & Testing, Inc., dated 11 /09/ 10, 03/23/ 9 Y I= 04/25/ 1 P, signed ° ° and sealed by Candido F. Font, P.E. ° ° o ° ° ° P ° ° (Submitted under NOA No. 11-0705.10) ° ° 0 ° a 00 ° m 00000 5. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Mmlicane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0705.10) 6. Laboratory compliance letter for 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-08-2116B, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 7. 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 01/28/02, and signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 19-0708.09, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange Frame)" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/01 / 19 and expiring on 04/ 11 /22. Manuel Perez, P. . Product Control Exa r NOA No. 22- 18.01 Expiration Date: April 11. Approval Date: February 24, 2022 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision G dated 01/07/22, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 , ° ° ° % 0 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 2W--94 0 0 0 0 00 along with marked -up drawings and installation diagram of 3 spgqiijgns ofia o aluminum horizontal sliding window, XO configuration, preparoday.Nationalo Certified Testing Laboratories, Test Report No. NCTL-210-4148s®ladateq 0&®4/21, signed and sealed by Douglas J. McDougall, P.E. 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 O 0 0 0 0 C. CALCULATIONS 00 1. Anchor verification calculations and structural analysis, complying v;ith FBC, 0 prepared by Lawson Industries, Inc., dated 05/28/09, revised otg 07`I Q and b 1 /25712 and updated on 01/12/22, signed and sealed by Thomas J. Sotos;P.E° o00 00 2. Glazing complies with ASTM E1300-09/12/16. 0 00 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 11/19/20, expiring on 07/08/24. 2. Notice of Acceptance No. 21-0216.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Interlayers - Clear and Colored for Glass" dated 04/29/21, expiring on 05/21/26. E-5 000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. . 00000 0 0 0 0 0 0 0 000000 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . . Manuel PerdP.E.Product Control ExNOA No. 22-Expiration Date: April 1 Approval Date: February 24, 2022 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 71" Edition (2020), dated January 12, 2022, issued by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated January 12, 2022, issued by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 3. Proposal No. 19-1433 issued by the Product Control Section, dated January 15, 2020, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 20-0813.06, issued to Lawson Industries, Inc. fot their. Series "HS-8700 (Flange Frame)" Aluminum Horizontal Sliding°V�iondow — Lo M� I., approved on 10/08/20 and expiring on 04/ 11 /22. oo°°°. ° 0000 0 0 0 0 0 0 0 O 0000 O 0 O O O O O O O O 0 O 00 O 0 00 O O O O O 00 00 0 0 0 0 ° 00 Manuel Pert18.0 . Product Control Er NOA No. 22-Expiration Date: April Approval Date: February 24, 2022 E - 6 0 0 0 0 0 0 ° 0 0 000000 O O O O O O O O O O 0 0 0 0 0 O O 0 0 0 0 0 O O O O O o 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 AM B B1 D 11 0 0 000 0 0 0 000 00 00 0 0 0 00 00 0 0 0 0 0 0 0 0 0 o a 0 a 0 000 0 0 0 0 o a o 0 0 0 0 0 0 000 o 0 0 0 000 141�4'�VJ -C B B1 NOTE: oX I I X0 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS -A, At, B. & Bl" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al B B1 ON I XCX-Equal Lite 1/3-1/3-1/3) NOTES: L) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS -A, Al. B. & B1- REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al B Bt 0 0 0 0 0 0 0 0 000 a o 0 0 NOTES: SOX - Un-Equal Lite (1/4-1/2-1L 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS -A, Al, B, & Bl- REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS -D, & E- REFER TO SHEET #5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS 0 0 0 0 0 0 0 0 0 0 0 o a o C o 0 0 0 000 0 0 0 0 0 0 0 o a 0 0 0 0 a 0 000 oG'�Tl.��e�l Dotes: u� � 0 0 0 o o b) THISoWINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS o Caq 0 0 0 OFOTHE FLORIDA BUILDING CODE (2017-6th Edition & 2020-7th Edition, INCLUDING w 0 q z 0 0 0 0HIW 9ELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS +0 Co CO, IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) BUILDING M to E o 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ,: RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 0 0 0 0 0 00THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. as c i ca 0 0 0 0 3.f &NCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON 0 •j 0 '� 0 0 0 ' WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER z y o a o (OcC.), AND AS TABULATED ON SHEETS 6, 7, or 6. Z w c Z a z 0 0 0 0 0 4.p RNCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o 0 Z ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND OFFICIAL. o`no a w z o TO BE REVIEWED BY BUILDING GLASS TYPES a w 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED CD z TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE ti z LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES -A, C, OR G" INSTALLED ABOVE 30FT. z IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. O 7,) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. y e 8.) SEE SHEET 9 FOR GLASS TYPES. a Z 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. ® a 0 w 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE -XOX" WINDOWS. o a w 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 9. � 04 W � a l2.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or a 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE p d 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED 'N (BY OTHERS), PRIOR TO WINDOW INSTALLATION, (SEE SHEET p3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET B 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. ~ 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT ell THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ? ' " ENTIRE MULLED SYSTEM. o 0 0 44c -°• 4 u x c ^ b $ • npp Uo 01 $ppt � 3 rn O O O a ,� • x z x • Co. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 22-0118.01 Ex Iratton Oate• 4J� 1 2 ,'Z7 By: Nitam ade Produgt`C trot ts n Ci t0 w Ii : F� n' . .... . . .... .... . ...... ... . ..... : . ....... .... TEST UNIT SIZE: lit' X 63" • 85 3/8. OVERALL FRANF• dIpTH • TILES •••IAVe INSTALLATION FASI'ENERB 84 3/8• INTERIOR FRAM•WFNTH• • • • Atnf'I�YEK (A) 10 AT FRAME HEAD (1{ AT FMYE HM IF DP ABOVE ]0.0) `VD AD.ItIR10. M]I�MR�s • • • • K IieKOlSAVI 'AVA • • • • • (8) 0 AT ja. FRA • • (C) 8 Aj - ER/ (B) to AT u. rune Slu. A Al - IDP5 a TmAH • • • se&cjppuy (la AT FRAYB SILT. IF DP ABOVE VtLO) (C) 5 AT EA. FRAME TAYB � 1- MAA S.w �5, JRS. Owi. Ry .SEE GENERAL NOTE /3 k 0. •� Lq •µcCn11w11 • e Y 'r ff EBI4:/ m nv{•¢c mo��3= T1 O_ • O 4 UiC[ION LUtESr 1.:NE AXON SFMIM �'^�"�• k 2. iv0 AOrIITIVIAL 4ElIMiT L rt \ AS HEAD i SILL REOJIREB-yyyyJ// / 1}Ni IISIHi. llkE EO V/'� / * V/ Ary0 AAE 3 V m mT :EONVFx6 RAm1�S Spl lNP1iMS VI1X RVAILA0.0 AS WTIUIK. ILARLE AX[ "XOX" WINDOW EQUAL LITE FTR NUTES L SEVERLIGL CR622-SECIIOH DETAILS -A. A1, B, L 81• AL SKEt O E. SEEf N1RIZ(NITK CROSS-SCCi1W DETAILS 'C, D, L E' AT SHEET 15 111' OVERALL FRAME WIDTH 110• INTERIOR FRAME WIDTH TWOADDITIONL AMENDS' RCDNRED AT MEETING RAILS A At ,OR WU2T INW ABOVE S. r- 70PSr U D, �"" ,rWs��a�,+ .•�— (Wan' oc� _ I S• LO E A u . 24 ]/a', 1 I_ j 8 � B B 1 ' 333p 12 1 MTFe y t{ t/f la' OVERALL FRAME WIDTH S' 73' INTERIOR TRANS WIDTH A A7 _ K O $ AB r—N' .Ile IJ k /a. ryv. Rcl C Z 7 m y 3 S. RANVL�Ar�J . N'AI ' 3 F w. u TS 0.a. c 'i IS >/B' DO Z U W E e $ uIn. 04. 'oo� s z m b � %� D 'r ^ tl C� � 3 '! I' u' 8 nc 0 < i ® v 0 m x� _L o °1 ANCHIlR WILES, Exi. L Ixi, xL$E IyOXIAL '^ q m L $NIE MfIQ1 SEMIN6 AL MEAD L SILL Wry1INMTLO V/ '/, X0" WINDOW EQUAL LITE. .1 SILL A5 AND iBELW m I OX" REVERSED 1 NOLEP I. SCE VERTICAL SADSS-SECTIOx LEt S 'P, nI. B, L at' Ai SM1LE' A] •Ti 2. SCE HCRIEWTAL CROSS-SELSIM DETAILS'C, 0, L E' T THCEi { HN 73' INTERIOR FRAME M1PLHDISu1lATI0M GSRN¢F9 IA1 R Ai S OFAHEAD REWIPEO ii NEE9NGR.L. (D AT PRAYB N8A0 IF DP ABOYB i0.0) - O AI FOR 70PS Mill IF ABOVE (BI B AT G. TMY6 9W. /- ]OPSr (. TDLNJ �T (B AT PPIJ18 91LL IP OP Ason 70.0j rW W o EHAIR (CI•�6rCL48RAL Not k /{. ryANS MAT�P 3• MSi�ODR A,) a u .E ralM PRODUCT REVISED n A I Plya vMO Ib Fl•dd. t9 In' ec com CC Vo vc h, lO". Mon-Mw. 22- 0170.01 E / I EARIT.AlaR Pat•- 4I71/2027 vv Itt // B 1 /A 1 : � % +i „ C mi.. etla ProtluC1'C trol j[e o E V m nc B B1 uvl•nc. o'` I. SAME ANCHOR SPACING AT HEAD {SILL EST, { INi, FALSE CDLWIK WNNpT ARE 2 M ADDITIONAL w.LNMS PEWOED a� APPLIED /SlLftpE AND ARE AVAILA0.0 L SUE {NLISHt SPKING AT IGO {SILL MEETING RARS ;DR ITS VIM BP AS MTIM4" E TWO ADOPIWIK NS14RS RECUIIEO AeovE >msr / - ivsF a TDTK> "XOX" WINDOW - UN -EQUAL LITE AL rEETlxO•?AnS FO! wlrs vITH -XO" 'WINDOW EQUAL LITE ro ABOVE - 7asF a mina ` OX' REVERSED NOTLS L SEE VERTIGL CROSS-SECTION DETAILS 'A. At. B. L BP AT SHEET 93 WILFR, L SEE VERTIGL CROSS-SECl1ON DETAILS 'A. 0. A I S. SEE MOIRdTAI. [ImTS-SECTIOI OCTAILS 'C. O. A E' AT LEET MT a SEE HOItIZDNTM. CROSS-SECr1ON DCIAILA ' . D. { E' 1/4' TAPCON W/ 11/4'—� MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/A' MTN. W y t] - V z > J X mfL k J) E 0 a a � � 3 0 0 000 0 0 0 00• 00 Do • O 0 00 o O O 0 O 0 • 0 O O O O O O O 0 0 0 0 e O O a e 0 0 O O O • O 0 0 0 0 O O O O O O O 9 0 4 O O —1. ALL WOOD BU&S TNG.NEERED SLIPARATBLY O o 0 r \ 6 TO BE REVIE f D 63Y *dL& EWFMIAL• (TYI?) 0 e 2. WOOD BUCK AUD 6RAMIle(Cm(NOT JY 1*4WJONo 0 e 0 0 INDUSTRIES) MUSToSUSTAINd_OADS If SE 0 000 0 0 0 BY THE GLAZING SYSTEM MIN. ENd" a 4 4' 00 o a 0 01% 000 •o v • a O • O a P • O v d' 0 004 a 0 a o to a e• 0 0 0 00 0 0 0 0 0 0 04 0• o s• 0 0 0 0 0 009 00 1/4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR AMINATED GLASS B1 III IL EXT. GRADE CAULK a A e e 4 n "'ti' v 1 1/8' M[N. .- fTr[• fitcT n�,ri 1' • ; 1 STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON_ INDUSTRIES, INC. 2X 1' MIN, 2x #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 7,• (Mal. EMBED.) TYP. EXT. GRADE PERIMETER J L 1/4' MAX. CAULKING NOT BY SHIM SPACE LAWSON INDUSTRIES'. (TYP.) TO BE APPLIED BY OTHERS (TYP.) EXTERIOR INTERIOR Al , V N ALTERNATE DETAIL t' ! !' '•, ;� WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. T GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 20 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO HI -RISE SILL- OPTIONAL BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK FOR DP ABOVE +70.0 PSF BY OTHERS (TYP.) 080.0 DP MAX.) SEE DP CHARTS ON • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR SHEETS 04, 25, S R6. MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. 13 ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR ED I/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) 4 1/4' MAX s SHIM SPACE e (TYPJ 11/4' MIN. •• . " PRODUCT REVISED EMBEDMENT • a as complyingg with the Florida a 4 . Ba[tdEng Co a 4 A NOA-No. 22-0118.01 l: l tl D t x ra on s o 4/1112027 By: Ulam sdo P►oduct'C trol o e to M � � A 4 0 at 040 U O o (n in C4 m �0 W O 1 Z >•• azso (q c 2'. p y o Gc, 4 a`no a ` I> 3 < z c y qa O o 0 co .a 1>U V c H W VI O cn m � Ida o x� O U a a 47 > v a 3 at at z 0 0 000 0 0 0 000 00 00 o a 0 00 00 0 0 0 a a o 0 0 0 0 0 0 0 0 000 0 0 a 0 0 0 0 a o 0 0 0 0 000 0 0 0 0 000 I. ALL WOOD BUCKS ENGINEERED SE ARAT LY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFaLIl� ® p 0 0 YP•) p o O 0 9 0 0 0 BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY bAWS0% o 0 0 0 0 0 INDUSTRIES) MUST SUSTAIN LOAKS a(MROSFsD o 0 0 o e o :RIOR FINISH BY THE GLAZING SYSTEM o 0 0 0 0 0 0 0 0 nTMFRC) v 0 0 0 000 0 0 0 21 23 LAMINATED GLASS 33 0 00 00 —0 SIQICIINEG AI�HESIV5 0 0 �'�> •: 1/4• MAX. #14 S•M.S. W/ 1 1/4' SHIM SPACE ° ° BE°DDRIG aCORPiJUND ° MIN EMBEDMENT INTD w00➢. (TYP.) o 0 0 Go 0 0 (SEE ELEVATION AT SHEET 42 2X ,. 17 0 ° 0 0 34 0 0 0 oR 00 FOR MAX. FASTENER SPACING) 1/4' T V MIN. EDGE DISTANCE EXTERIOR WALL FINISH J 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 BY LAWSON INDUSTRIES, INC. O v E EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) 30 . 31 8 8 22 21 5 LLYL:: 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 QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. G EXTERIOR 0 73' MAX. —WINDOW FRAME BUCK WIDTH- 74' MAX. —WINDOW FRAME FLANGE WIDTH- '10" WINDOW EQUAL LITE ( "OX" REVERSED ) 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 (TYP.) 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 1/8% SMUS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 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) y a O 0 o �to C4 z Jam M 03 O H �o U o .PT, WOOD BUCKS K g +4 v e. 1/4' MAX. SHIM SPACE (TYP.) c o Z Cr4 z 0 La x Z rQ� 1/4' TAPCON W/ 1 1/4' s o MIN. EMBEDMENT INTO CONC. z (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 0 )x a O 0 O 1 1/4' MIN. �® Z S '=----= EMBEDMENT a O LV e . o 1 1/8' MIN. a .. EDGE DISTANCE C o w a EXT. GRADE •- ::' a. Wa CAULK ;:>: F _ ! I c (n t» 0 U q c0 x.2 3 v W L W ~ W G W W N " a r� • Y z.. z C ��tbtlf I { IJq!! t 94 14 fa colt LL PRODUCT REVISED as cam lying with the Florida x '•r o •. Building Cod° 'Aa (, �, NOA-No. 22-0118.01 m I ; •.,;. Ex Irntion Dato 411112027 F a 'if '1�-� ey'''� -� ,• I Miaado Produ trol m A 0 0 000 0 0 a 000 0e 00 0 0 0 00 0e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 000 =# 12 X 1 3/4' S.M.S. 0 0 0 0 0 0 1 1/4' MIN. WOOD EMBED 0 0 0 0 0 0 0 0 0 0 0 (SEE ELEVATION AT SHEET #2 e 0 o 00 0 0 0 0 0 0 0 0 0 0 00 0 000 0 FOR MAX. FASTENER SPACING) o 0 o 0 0 0 0 CLEAR SILICONE A�I}�SIVE o e o 0 0 0 o e e 1/4' MAX. 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS SHIM SPACE 1/4' MAX. (TYP.) 33 SHIM SPACI EXTERIOR (TYP.) �� 00 0 0 00 000 00 0 0 MOO 0 S % 0 0 0 O o e_ o0 0 0 1/4' u EXT. GRADE EXT. GRADE CAULK - CAULK INDOW FRAME BUCK WID y o A ' PT. WOOD BUCKS q z Q r n Co (i) O M ° Nato v c o a , d a o' o a Z co 3 1/4' TAPCDN W/ 1 1/4' Z (q W kz MIN. EMBEDMENT INTO CONC. j z' o t7 (SEE ELEVATION AT SHEET #2 a W q Q Ix FOR MAX. FASTENER SPACING) 00 a L� '?r G l 1/4' IN. O N R EMBEDMENT Ic R: o °- e a 1 1/8' MIN. � 'U 6 U EDGE DISTANCE N rq rn fA o WINDOW FRAME FLANGE WIDTH I lit $ , "XOX" WINDOW EQUAL AND UN —EQUAL LITE _ _ o WINDOW INSTALLATION NOTES: ^ Ch 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. u W v GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE r BY WINDOW INSTALLER (TYP.) n x 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 sus`` S � � MASONRY IS LESS THAN 1/8% SHIMS ARE NOT REQUIRED. ; E E ANCHORS NOTE: .1�' ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR tt1tF7T1l. 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., ''; WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ��`�',.,._••" CONC. 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Mw.-thICN) • • I� t ... : • 2 L-8701 I FRAYS SILL 6063-T6 ALUMINUM b b 3 L-770I 1 FRAME F%D, JAMB 6063-T6 ALUMINUM n u y U F 02 SHE LGwER PRESSURES OF If NNDCAN OR MULL SHALL GWFfw INTERIOR 4 L-))04 1 FRAME FIXED HEFTING RAIL 6063-T6 ALUMINUM e by 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM _ • • 6 L-)TW 1 VENT tOP/BOTTOM RAIL 6063-76 ALUHIWM m n < L-8703 I FRANC VENT JAMB 6063-T6 ALUMINUM i i a R HO zq it : 1 9 L-T)06 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM • • II F • • • 9 L-8702 RAMS SILL TRACK 606]-TS PLAINER - m n ! to O 10 L-8705 I 1 I FRAME SILL RETAINING CLIP 6063-i5 PWNINUN : Po c — J 11 L-7708 AS RIOT. I GLAZING BEAD (3/8' l 6063-i5 ALUMINUM t2 FS-906 AS REO'D. FRAME ASSEMBLY SCREVS LB % 3/4' PH PHILLIPS R O w EXTERIOR GRADE WINOOw FRAME U FS-040 AS REDO. INSTALLATION SCREWS 014 SMS F.M/PHII- y G PERIMETER CAULKING 11 L-79I AS REO'D, I VINYL BULB 1/4' DIP. BULB 13033 < z EXTERIOR IS PVS-003 AS REOT. FIN SEAL WEATHERSTRIP .MOT' [ K .230' h � O 3 �2 FRAME MULLING DETAIL 16 N PVS-005 PVS-009 AS REDID. AS REO'D, FIN SEAL WEATHERSTRIP FIN SEAL WEATHERSTRIP LIST' ...350' h LISP . a .300' h y ® 4 la p 5 } aj SEE uUL O. APPRORAlS FOR NUWON ttNO 52E DESIGN PRESSURE IMITATIONS. 18 19 20 L-77LL PWS401 a AS REO'D, AS RIOT. • GLAZING BEAD ( INSULATED) PILE B GLAZING BEAD • 6063-f5 ALUMINUM .187' . • A50' h • K H c a O NOTE: THE LONER PRESSURES Of E L NERt 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-15 ALUMINUM F z THE WYIDJ'M OR MOIL 9W11 COhRN MULL SMALL � IH' MRX. / Tx SOS. % 1 I/(L 22 HC-OS)-t 1 2 VENT MROEO SPRING LATCH MOLDED NYLON F�'� 4 S SHIN C. EIE4ATIR1 Ai PEEL IT INTERIOR FORE .. "dDE/'U sPpN') 23 24 'l L-0523 1 . LATCH 2 LATCH SPRING SILL/JAMB JOINT GASKET STAINLESS STEEL t/16' CLOSED CELL FOAM ; 25 FS-041 2 SILL RAILASSEMBLY SCREW .B % 2 1/1• PH/PHIL. 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SEALANT 'Se • AS REO'D PERIMETER ACRYLIC CALI d USE PYSEAHALSE i mb m d C: gg mmby PRODUCT REVISED + iem ce1i'j, io wll e.i9 Ch the Florida m? - NOAIH- 22-0119.01 E. "THIN. OAT.. Ai•m/po.e Proel wl ' tn op 1 ( o �M wC7 t�sy W ] z C Lh 01 - 00 O O e 0 w n w w w s.w r� O � N z w g a 0 WM —m 3 Jtjob t L+ O dic °m N wN 0 3p N O7 0 V � d PROFESSIONAL ENGINEER FL uc. # 65226 !l `l r J. uo 1 1� O ^N .N W� a ' 0 J CWO rA N V V z i z1 r, � [zi 1 1F0 Ir-} �---( T AeWeM. M�ewr C. Compgonu r/ FBC Stn Edition (2014) and ASTM E1 -09 D. Compianee w/ FOC 61n EdAio. (2017) E. Added net. Hi Sip w/ new Track r. Compikwme ■/ FOC 7th Edition (2020) G. Added Wax.'XO or OX' Sim 74" x 74 1/ n.ww-% aw ow a N. ERA7.0 O6 /30/SO/ Am"d Aw A.& AMeefr N. ERAZO 0! 09 A.W.I.. Le gf G Beew o:oo 0 00 'Ica) � 6000 0 N O 0 z o z o 00 ON C� 00:6eon 00 O O O 0 oe 00 'O 000000 00 O 0 LA WS ON MEDLEY. FLORI AT 33166 PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS HS-8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW EXTRUSION DETAILS & CORNER ASSEMBLY DETAILS tame Ay►rertw t/te.eerr °'.n`'r Air.i.r L8700-0901 tA..a 10 OF 10 000000 a O e 000600 0 0 0 0 0 0 0 0 0 0 00000 e 0 00000 006000 0 0 0 :o0eso : o 000000 e o