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WS-10-22-2661Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: WS-10-22-2661 Permit Type: Windows/Shutters Work Clossih2atlon: Window/Door Replacement Permit Status: Approved Issue Date:10/25/2022 Expiration: 04/25/2023 Location Address Parcel Number 1125 NE 92ND ST, Miami Shores, FL 33138 1132050270380 Contacts Agustin Emcarnacion TRS Owner FHIA LLC Contractor 1125 NE 92ND ST, Miami Shores, FL 33138 WAYNE BURNETT chillie4@aol.com 3044 sw 42, HOLLYWOOD, 33312 Business: 9547924415210 PERMITS@FHAPRODUCTS.COM Inspection Requests: Description: WILL REPLACE WS-03-22-719 REPLACING 3 Valuation: $ 4,642.00 305-762-4949 WINDOWS Total Sq Feet: 0.00 Fees Payments Date Paid Amt Paid 25% Renewal Fee Total Fees $32.50 J$3250 Credit Card 10/25/2022 $32.50 Total: Amount Due: $0.00 Building Department Copy In considerationhe issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertai1�jlnd in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Villagg this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permifor ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulon and zoning. Futhermore, I authorize the above named contractor to/do the work stated. 0( .1 spl- %L Authorize ignature: Owner / Applicant / Contractor / Agent Date October 25, 2022 Page 2 of 2 2193596 BUILDING PERMIT APPLICATION rn]BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 CENTERED BY: OCT 19 Z022 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Lo( FBC 20 w3,lo'ty' & Master Permit N Sub Permit No. ❑ ROOFING REVISION ❑ EXTENSION QRENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1125 NE 92 ST City Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3205-027-0380 Is the Building Historically Designated: Yes NO X Occupancy Type: RESIDEWFAL Load: Construction Type: WNDO SAND DWRS Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): SHIRLEY ENCARNACION „-----. 1125 NE 92 ST 954-283-0681 City: MIAMI SHORES State: FLORIDA Zip: 33138 Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FHIA, LLC Phone#: 954-884-8500 Address: 3801 SW 30TH AVE City: HOLLYWOOD State: FLORIDA Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: State Certification or Registration #: CGC061890 Certificate of Competency M N/A DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit: $ 4,642.00 Square/Linear Footage of Work: 30 Type of Work: ❑ Addition ❑ Alteration Description of Work: RENEW PERMIT WS-03-22-719 Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ ❑ New ❑■ Repair/Replace ❑ Demolition Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ Co/Cc $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ 32• -� Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City NIA State N/A Mortgage Lenders Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A N/A 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 low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded noticemencement must be posted at the jab site for the first inspection which occurs seven (7) days after the building permit is is a In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature1� Signature All 71 NJ OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this Is day of Qr%JX)Vri 20 as by SHIRLEY ENCARNACION who t rsonaltyyy o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ,O Notary Public State of Floriae Miguel A Mercado y My Commission HH 101149 OwaO� E,Pires 04/19/2025 MW IN %.IYIYIVIrt}rtrtrtrtrtrtrtirtrt}rti APPROVED BY The foregoing instrument was acknowledged before me this IR day of () p%prr .20 as by WAYNE T. BURNETT who is ersonally o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: i}}} nRrt}iitiii}3333}}rtrtY Plans Examiner y+•w. Notary Public State of Florida `; Miguel A Mercado My Commusion HH 101149 cr w Expires 04H 92025 tii334itiiiitii Zoning (Revised02/24/2014) Structural Review Clerk 2193596 F - ADDRESS: 1125 NE 92 ST MIAMI SHORES FL 33138 PERMIT NUMBER: WS-03-22-719 To whom it may concern, OCT 19 2022 BY: Please use this letter as a formal request to renew/extend permit WS-03-22-719. FHIA LLC has been in communication with our customer, but due to the manufacturer delays, we have been unable to complete the required inspection to close out the permit. Th ou, Wayne T. Burnett CGC061890 Notary rnvare ana t,onfidential FHIA LLC, 3801 SW 30 AVE HOLLYWOOD, FL 33312 www.FHIARemoodeling.com Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 1125 NE 92ND ST, Miami Shores FL 33138 Contacts ..�.,.. .�.,. _ .,....,,,:.�. .a..�.. - Permit NO.: WS-03-22-719 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date: 03/29/20221 Expiration: 09/29/2022 Parcel Number 1132050270380 a Agustin Emcarnacion TRS Owner FHIALLC Contractor 1125 NE 92ND ST, Miami Shores, FL 33138 WAYNE BURNETT chillie4@aol.com 3044 sw 42, HOLLYWOOD, 33312 Business: 9547924415210 PERM ITS@FHAPRODUCTS.COM Description: REPLACING 3 WINDOWS !-Valuation: $ 4,642.00 Ins ection Requests. 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $12.00 Technology Fee $3.25 Windows/Shutters Fee 580.00 Total: $153.25 Building Department Copy Payments Date Paid Amt Paid Total Fees $153.25 Credit Card 03/29/2022 $103.25 Credit Card 03/22/2022 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform t e work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, st t ments or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all wor o y either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, I WS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the for regulating construction and zoning. Futhermore, I et-� will be done in compliance th all applicable laws to do the work stated. � zZ Authorized Signature: Owner / Applicant / Contractor _ / Agent Date March 29, 2022 Page 2 of 2 ENTERED A3�`° Miami Shores Village MAR 2 2022 ti` Bu10050 Nilding Departm.E.2nd Avenue, Miami Shores, ent R BY: Tel:(305)795-2204 Fax:(305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 3I FBC 20 Zo BUILDING Master Permit No. WS--0 22--7 9 PERMIT APPLICATION Sub Permit No. FE]BUILDING ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ORENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1115 NE -1 a, UT 2 City: Miami Shores County: Miami Dade Zip: J.313�i Folio/Parcel#:{)0; 11-30105-0311-03r6o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type:�'"d"41;4Iood Zone: BFE: FFE: r 1 OWNER: Name (Fee Simple Titleholder): �7lr lr ✓1CCk*_f161C10 J'1 Phone#: °15y-I83-66$1 Address: 11025 NE Cfg S T City: MShores ores State: FLORIDA Zip: 3318$ Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR: Company Name: FHIA, LLC Phone#: 9548848500 Address: 3044 SW 42 STREET City: HOLLYWOOD �I /� State: FLORIDA zip: 33312 Qualifier Name: W6wr1Q. -T 6 U(r11�Q ++- Phone#: State Certification or Registration #: Certificate of Competency #: N/A DESIGNER: Arch itect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit: $ & e� Square/Linear Footage of Work: Typeof Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: REPLACING 3 WINDOWS / Specify color of color thru tile: Submittal Fee $ Permit e $ CCF $ CO/CC $ Scanning Fee $ R on Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ z Bond $ TOTAL FEE NOW DUE $ O • ZS (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Mortgage Lenders Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A N/A 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 ft. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature A T Signature OWNERorAGENT F-' CONTRACTOR The foregoing instrument was acknowledged before me this of uO 20 )�, by S �1r41s� L—OCA&P301 e+ SZI , ho is personal) own to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: Seal: APPROVED BY ABDIEL RICARDO CASTILLO Notary Public • State of Florida Commission W HH 108536 My Comm. Expires Mar 23, 2025 as The foregoing instrument was acknowledged before me this I-+- day of H 70 29- by WAYNE T BURNETT who is personally known me or who has produced d t— -f AG4-hs identification and who did take an oath. NOTARY PUBLIC: £_[L Print: M Sea i rrrtrrrrrrrrrrrrrrr Plans Examiner Structural Review Poftu Notary Public Slate of Flonde Y'%Miguel A Mercado r My Commission HH 101149 �7p dF Expires 04119/202.5 Clerk r (Revlsed02/24/2014) Summary Report Property Information Folio: 11-3205-027-0380 1125 NE 92 ST Property Address: Miami Shores, FL 33138-2934 AGUSTIN ENCARNACION TRS AGUSTIN ENCARNACION AND Owner SHIRLEY ENCARNACION REVOCABLE TR SHIRLEY ENCARNACION TRS 1125 NE 92 ST Mailing Address MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ 0101 RESIDENTIAL -SINGLE Primary Land Use FAMILY: 1 UNIT Beds I Baths I Half 4/3/0 Floors 2 Living Units 1 Actual Area 3,999 ScI Living Area 3,009 Sq.Ft Adjusted Area 3,110 Sq.Ft Lot Size 9,375 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value $364,750 $354,750 $354,750 Building Value $241,960 $242,186 $242,412 XF Value $40,721 $41,110 $41,498 Market Value $637,431 $638,046 $638,660 Assessed Value $360,451 $355,475 $347,483 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Cap Assessment Reduction $276,980 $282.571 $291,177 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 5 53 42 BAY LURE PB 44-63 LOT 26 BLK 2 LOT SIZE 75.000 X 125 OR 14691-3386 0890 1 Generated On : 2/21/2022 Taxable Value Information 2021 2020 2019 County Exemption Value 1 $50,000 $50,000 $60,000 Taxable Value 1 $310,451 $305,4751 $297,483 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $335,451 $330,475 $322,483 city Exemption Value 1 $50,000 $50.000 $50,000 Taxable Value 1 $310,451 $305,475 $297,483 Reglonal Exemption Value J $50.000 $50,000 $50,000 Taxable Value 1 $310,451 $305,4751 $297,483 Sales Information Previous Price OR Book- Qualification Description Sale Page O612612017 $100 30593-4666 Corrective, tax or QCD; min consideration 12/10/2015 $100 29891-1908 Corrective, tax or QCD; min consideration 05127/2015 $100 29676-2745 Corrective, tax or QCD; min consideration 08/01I1990 $185,000 14691-3386 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser Miami shores V11age Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax (305) 756.8972 In�sPection requirements for: Windows, Doors, 5 lights or Fixed Glass (claddink) 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 mi 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: (2uaIifier/Owner Signature Date eta /l C � r'/I cQ.C/gam Print Name Miami shores V11age Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection regWrements for: Windows Doors Skylights or Fixed Glass (claddingi 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: Sh El1C a rr7 a.Ci 6ualifier/Owner Signature Date Print Name Page 1 of 8 FHIA, LLC License`No. CGC 061890 / Q844818 3801 SW 30th Ave. Hollywood, FL 33312 F FLORIDA HOME IMPROVEMENT ASSOCIATES Home Improvement Contract Broward: 954-792-4415 Miami Dade: 305-545-4469 Fax:954-792-2170 Web: www.fhiaremodeling.com Email: infoOfhiaremodeling.com Shirley Encarnacion 954-283-0681 Date: 02/07/2022 1125 NE 92nd St chillie4@aol.com Rep: Nestor Villarreal Miami Shores FL 33138 This Contract is made and entered into this date of 02/07/2022 by and between FHIA LLC, a Delaware Limited Liability Company known as ("Contractor" or "FHIA, LLC'), and Owner(s) named above of the property located at the address listed above known as ("Owner"). The Contractor agrees to perform the work described below at the property listed above: 1) Remove existing units to be replaced (Note: Removed items likely to be damaged.) 2) Prepare opening as necessary to receive replacement units. 3) Total number of windows being installed 4) Total number of doors being installed 5) Work NOT to be completed: No Interior or exterior painting. 6) If applicable, remove the following shutter panels, and/or security bars. (specify) 7) Special Instructions: Customer is taking advantage of the CWS manufacturer warranties lifetime frames, lifetime glass, lifetime hurricane and accidental breakage, 20 years delamination. Customers taking advantage of the quantity and volume discounts. 8) Cleanup job debris and provide necessary permits and insurance. If applicable, in the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. 9) Additional Work: (No finish work other than normal installation is to be done unless noted below) A Shirley Encarnacion(Customer's Initials) Homeowner's Association NO Total Contract Price (including all discounts) $4,642 Warranty: Contractor will provide provide warranty information to Owner within 30 days after completion and final payment. Schedule: Contractor Shall Commence the work 7 days after execution of this Contract (The "Commencement Date) and shall endeavor to complete all work hereunder within 150 days after the commencement date. Miscellaneous: This Contract and the accompanying worksheet contain the entire agreement between the parties. By signing this Contract, Owner agrees and acknowledges that it has received the accompanying worksheet. This Contract may not be changed orally but only by a Change Order or other written amendment signed by both parties. The waiver by any parry of a breach of any provisions of this Contract shall not operate or be construed as a waiver of any written amendment or waiver of any subsequent breach by any party. You the buyer, may cancel this Contract at any time prior to midnight on the third business day after the date of this Contract. This space intentionally left blank FHIA Retail Price Wholesale Club Discount Initial Visit Discount Dollar Discount Total Contract Price (including all discounts) Deposit Deposit Form of Payment Balance Due Balance Form of Payment ' All discounts are final. No additional promotions apply.'"* LTA 1I0 Window Style Glass Type Location Interior Color Exterior Color Window Style Glass Type Location Interior Color Exterior Color Window Style Glass Type Location Interior Color Exterior Color Single Hung White Inner -Layer Garage White White Single Hung White Inner -Layer Garage White White Single Hung White Inner -Layer Garage White White Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Page 2 of 8 $5,615 $562 $404 $7 $4,642 $1,392 Cash $3,250 Cash Custom Window Systems 1 Included 36 X 37 Custom Window Systems 1 Included 36 X 37 Custom Window Systems 1 Included 36 X 37 No party shall be liable or responsible to the other party, nor be deemed to have defaulted under or breached this Agreement, for any failure or delay in fulfilling or performing any term of this Agreement (except for any obligations to make payments to the other party hereunder), when and to the extent such failure or delay is caused by or results from acts beyond the impacted party's ("Impacted Party') control, including, but not limited to, the following force majeure events ("Force Majeure Events'): (a) acts of God; (b) a natural disaster (fires, explosions, earthquakes, hurricane, flooding, storms, explosions, infestations), epidemic, or pandemic; (c) war, invasion, hostilities (whether war is declared or not), terrorist threats or acts, riot or other civil unrest; (d) government order or law; (e) actions, embargoes or blockades in effect on or after the date of this Agreement; (f) action by any governmental authority; (g) national or regional emergency; (h) strikes, labor stoppages or slowdowns, delays in the receipt of materials or supplies, or other industrial disturbances; and (i) shortage of adequate power or transportation facilities. The Impacted Party shall resume the performance of its obligations as soon as reasonably practicable after the removal of the cause. In no event may either party terminate this Agreement in the event of a delay, shortage or stoppage in the supply of labor, materials, or supplies. Any of the other Force Majeure Events may be the basis of termination of this Agreement upon 14 calendar days' written notice to the other party, but only if notice is received before the Force Majeure Event has ceased. (Customer's Initials) / This space intentionally left blank �CEIvSD n m Nm cc0a- 3 � m v oa^� a m m m a_ a � v to j m _ _ _ _ _ i •€ � — _tea ��%F2 s — n g e� - �'., mb�� 6`gs be �e Psas°°>su '-u`£'--: S$ob�` eNeN�bm bu g�gffiag ��gd•$¢ la b tiauau su=w=$S %ob $beb..eue uo im boo_ 2 n • � Ya �n ° n�n pn � • e _ - _ B IL n Mnla Jill ir 19 v O 53 gs® 515a o =uae$o$o$We b_� o o --w� � s gg p ea �nit �m m aP 10 S S • � aaa- L0 '$4o ab�Nm mb�`N_�oaoa aa� a' _ 4 egeo • e 000000 0000 • • 0 0 0 0 0 e e 0 0• 0 000000 0 0 o oo 00 •goes• 0 0 0 0 000000 000000 0 00 g••o 0 0 0 0 o 0 • 00600 00 0 0000 0 0 00000 0 00 000009 o g • 000000 00 a go 0e 0 0 e ••sggs 0 0 0 0 000000 0 0e 0 e 0 0 0 0 0 00 • • e 0e0000 • 0 0 0 0 0 00 o 00 0 0 0 00 0 F 1A DIAGk ,SHEET F&NnMTM •""•" �". �►�to«sse►-trsspw+ovo0s0ssRaR MUSURWOTEOI MEASMDAn AtslSSOolswRaiOs TONY 2/21/2022 . CUSTC�AD'S KWE FHA iiii6mCimsm rYPEtfF PWP©M R04 H*EG ItOOR I+E MR TOTAL * OAP FLOORS ENCARNACION 2193596 1 HOUSE 1 22.5 IIAND2 2 N p n rm . w �.J a � rn D G) rW -_ ,m C,�x V 0 V V v G± co 0000 ii O O O 0000 000 O O O O 2 � 00 0 0 0 0 0 0 00.0420 00 00 ooe Q z o00000 0 0 -i o00 oeoo 00 0 0 .,� 0 ° 0 e o 000y-� 0 00 000 0 ooeo 00 0 000 0 0 0 0 eo 0.0- 0 00 000 0000dp o 0 0 0 0 O 00 a 000 1-" 0 0 0 C e ° o 0 ee O v ° ° 000 �.. 00 0 00 0 0 o 0 0 e eo Z rn „n O N 01 Q O D O .p to � v 00 O 0 °° 0 00 e 0 0 0 00 0 D so 0 )o 0 PRODUCT APPROVAL NUMBERmo:�:°:000600 06000: s 0 0 0 0 0 0 oeoo 16177ml 0 ooaoo o 0 0 00 00 eo0o0o 0 o e 0 0 OPENING IDENTIFICATIONS; 1-3. SH 0 00 0 0 0 0 0 0o 00 0 o ® o 0 00 0 00 0 0 0 0 0 00 00 0 0 0 0 0 00 000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0 0 00000 000000 0 0 0 oesoe0 0 0 0 0 0 0 0 0 0 0 0 0.o 0 0 0 �• • 00 0 0 0 • • • 000000 • • 0 00 0 0 0 0 0 0 0 00 0 000000 0 0 0 0 000000 0 0 0 00 00 0 00 0,00000 0 0 0 0 0 000000 00 0 00000 0 0 0000 O 00 00000 0 O 0 O 0 0000 00 0 0 0 000000 000000 0 0 O O 000000 00 00 000000 0 0 0 0 •• • 0 O 0 • 0 • •' 0000 000000 0 0 0000 -t 'r1-' s °%^':` ^- nx.:e� -oera xoea Aagll Dane oaneonlalDla rAxrAdroava db' ,,��PraductApproval USER: publkUser PIDduct AppMo I M nu > Pro_qua ar APPIKasgn Searcn> ApakA n Ce[ > Appa[atbn Detail FL # FL36177-R3 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc • • • .��. .... ... .• Authorized Signature Jay Lathrop , • • • , jlathrop@cws.cc •""' • • • • ...... �....� Technical Representative Jay Lathrop • • Address/Phone/Email 1900 SW 44th Ave � � � Ocala, FL 34474 • � � • • � � (352) 368-6922 Ext 291 " • • • • • , , • .. jlathrop@cws.cc • ,' . Quality Assurance Representative Jay Lathrop • . • • � • Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category indows Subcategory Ingle Hun Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2030 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence F1-_16177_113COI_EvalReport8 L2D.pdf Referenced Standard and year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 ASTM E1886-13a 2013 ASTM E1996-17 2017 PA TAS 201/202/203 1994 Equivalence of Product Standards CertlFled By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Licensed Professional Engineer or Architect FL16177R3 Equlv_B100 LM Eauivalency_pdf Method 1 Option D O8/08/2020 08/09/2020 O8/19/2020 10/13/2020 FL # Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes F1-16177_R3 II CWS-812D.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports •' Other: SH-8100 PVC Impact, no sill anchors required. Safety FL36177_R3_AE_EvalRePQrt812b.pdf • • • • .. glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent ftosPa(ty: Yes , complies to ASTM E1300. • • ' cock NUR • • o • • ' •••• • •• ••••• •••••• •• • ••••• Contact Us :: 2501 alaY Stone Ro,3d Tallahas FL 32399 phaP_e' a50-49)=1�24' • • ' • • • • • • •••-a• ' The State of Fla Me k an Aa/UO employer. ht 20aT-2a13 sta f Fbdtl :: PrNa 5[acem as CQOYd9 ry en[::AwssbNv gatemen[:: lie(und SWlemen[ • • •• • •-ae�• Under al is t law, small addresstead, az are pubE records. by If phone or by t want your a-maP address have anleasetl b response [c pubic -tern 7, MA. * uA fit to S elachonk malts , Floridaentity. statutes, contact the office 1 by phone or by kensmes boameal rider youhap have any.S. must provide pbaze co tact ome a].1395� aPu�t}ent [o Se q fie. `fh sma FbStatutes, a u,md fOctober I, mmu ication w h theed under Chapter rem F.S. mustsam public Decor`. If u d net wish toaup rt� RaS{ one. Thee ass provided maybe usednt withor anial communication with the b email However to the addresses are pubic record. If you en m wish t haplmy a personal address, pkaze provide the Department with an email address which can be made available . to [he public. To datermbe r you arc a Rensee and>Chapter 955, F.S., please click here . Product Approval Acoapts: a ® 2 ro p Credit Card Safe or,®o 0 0 0e6000 0000 0 0 0 0 o e eo 0 0 0 0 000000 00 00 0000e0 O 0 0 0 000000 000000 0 0 O 00 0000 0 v O 0 00000 00 O 0066 O 0 ooeeo 0 00 006000 0 0 0 0 0 000009 00 0 00 00 0 o e eo'seo 0 o e o o00o,:0 0 e0 0 0 0 0 0 0 o ee 0 e 0 0 e 00 0 es 0 e s� ee 0 rrURINER ENGINEERING & CONSULTING,INC. Equivalence of Product Standards 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 August 6, 2020 Product Description: Series 8100 PVC Single Hung Windows LM Impact, as detailed in Installation Instructions and Evaluation Report CWS-812D Manufacturer. - Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 0 0 0 0 O 0 O O o000 Equivalent Standards: ° 00 ° ® 0 O O 0 O ASTM E 1886-02 or 04 or 05 equivalent to ASTM E 1886-13a and ° 0 ° ° ° 0 900 ° 00 ooeoeo ASTM E 1996-02 or 04 or 06 or 09 equivalent to ASTM E 1996-17 0 0 ° O 0 ° °0 O O O O 0 0000 O 00 000000 00 0 O O O O 0 0 O 0 0 O Assessment: O O The products indicated above have been tested to ASTM E 1886-02/04/05 aid A9TM & 1996- 02/04/06/09. I have determined that for the indicated products as defined ircthe. ludicaid 0 a° Installation Instructions and Evaluation Reports, that this product testing is equivalent tbri t0b. performed for ASTM E 1886-13a and ASTM E 1996-17, as referenced in the 71` Edition (2020) Florida Building Code. aT�t����i�� v- .....,. No.58201 w � = � AU � STATE OF 00 11110�� 8/6/2020 Lucas A. Turner, P.E. FL P.E. 58201 Lucas Turner 2020.08.06 16:06:56 -05,00, 000000 s 0 0 000000 O O 000000 o a 00000 0 O 00000 000000 0 0 0 O' Oo00 O 0 000000 O 0 eeoo 0 0 000000 0000 0 a 0 p 0 p0o 0 00 0 00000e 0 0 0 00 00 O00000 0 e 0 00e000 000000 0 O 00 0000 p 0 o 0 0 0 00000 00 0 0000 0 0 00000 0 00 e00000 0 0 0 0 0 000000 00 O 00 00 O 0 p 000000 0 O O O a000C.0 a ee e e p 0 0 O O 00 0 e e 000000 0 oe e e 0 o ee p o 0 e e ee 0 URNER ENGINEERING & CONSULTING, INC. 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812D August 04, 2020 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the7`, Edition (2020) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Trc Trl, Camden, TN 0 e e 2) Approval drawing CWS-812D, signed and sealed by Lucas A. Turner, P.E.° e ° 0 0 e e 0 3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified TestingeEab®ratorip&, ° o Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed:' W 201/2U2/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and MA/CSAIVf/i.t.2/A440°08 4) Supplemental Calculations to support CWS-812D, signed and sealed by LutH 0Turacr, te. Installation: Units must be installed according to approval document CWS-812D00 e o ° e ° ° 00 ° ooe000 0 0 0 0 Limitations of Use: This product: e e ° e ° 0 0 0 • May be used in O/X configuration in sizes and with max. glass DLO heights a�s°sl�wn ip°CV�S- 812De e e ° °° • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 f1 in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Kuraray Butacite PVB Interlayer per Miami -Dade NOA 19-0305.02, • Requires Quanex or Veka white rigid PVC framing per Miami -Dade NOA 17-0206.10t or 17- 0228.041 t I have evaluated the interlayer and framing materials in these Kuraray, Quanex, and Veka NOAs and find that they comply with the requirements of the 7`h Ed. (2020) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner ` * No. 582°'WOP 2020.08.06 ='° o%= 08/04/2020 � 0 * � ~ Lucas A. Turner, P.E. 15:02:24 .1' STATE OF �1 FL PE #58201 -05,00' 000000 0 0 0 e 0 0 0 e 0 ° ° O o 0 0 0 0 0 ° 0 0 0 0 0 0 0 00000 000000 0 0 0 00000 0 O 00ooeo 0 O 0000 0 0 000000 0000 O 0 0 0 0 0 0 0 0 -0 00 0 O 0 0 000000 00 00 •0000• O O O O 000000 000000 0 0 0 0• 0000 e O 0 0 0 00000 00 0 000• 0 0 00000 0 00 000000 O 0 0 0 0 000000 0o 0 00 00 0 0 0 000000 0 0 0 0 000000 0 00 0 0 0 0 0 0 0 00 0 0 0 000000 0 •O 0 O O O 00 0 00 O 0 0 00 0 p O 0 O e O 0 OO O O O O O O O O O O O 0 0 O O O O O O O O O O O O O O O O O O O p O O O O O O O O O O 0—��—Vol SINGLE HUNG - LARGE MISSILE IMPACT 63" MAX. OVERALL FLANGE HEIGHT 61 314" MAX. UNIT HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..... 1 GLAZING DETAIL.................................2 SECTION VIEWS.................................3 EXTRUSIONS & B.O.M........................4 ANCHOR SCHEDULE & NOTES ......... 5 INSTALLATION DETAILS....................6 B 0 00 0 0 00 00 0 0o 0 oe v oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p p 0 0 0 0 0 0 0 0 0 0 000 oeo 000 000 �53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH e 0 0 00 0 0 0 00 e q' O 0 0 O O O O 47 11/16' GLASS DLO 0I0 0 0 0 0 0 0 0 0 0 g 0 0 0 0o p 0 O g o 0 0 0 0 0 o0 A °O pi o o e o 0e o0 I 1 OI B 26 13/16" I GLASS DLO 1 1 I 30 3/16" 1 MAX. SASH HEIGHT v 1 GLASS n I DLO I3 6 I 1 C s A 45 1/16" Fes— GLASS DLO 48 3/8" MAX. SASH WIDTH GENERAL NOTE, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X". 8100 PVC SINGLE HUNG 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST z ¢ 3 PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. <O Z wa Uj oz S. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED UUj a zcccm?L ¢ <n � >. O Ir � m IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. z �z i 2 a Ccc w 0 O WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD 0 O I-- O (j ¢ = H M ANCHOR CALCULATIONS. Z Co ai Z z j U a H 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE a OU — F- z U 2 z 0 U_ U w0 NOT REQUIRED. ¢ § ¢ w � 0 z 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT p 0 } a O USED AT FIXED MEETING RAIL AND JAMB. 0. Z= a 0 p co F- 8. SERIES / MODEL DESIGNATION SH-8100. a = ~ w = oc u}i W :;: 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: o_ I- o- a X a OPERABLE SASH, 0 - FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 111111!// ``���J�gATfJ���ij�� 11. EXTERNAL WEEP SLOT s 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. No.58201 W= U= STATE OF MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING wft 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPAC Lucas Turner 2020.08.06 14:50:45 -05'00' 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 SHEET -DESCRIPTION- GENERAL NOTES AND ELEVATIONS DRAWN B ATE: BAT 06/18/12 DWG I. i REV.: CWS-812 D SCALE: SHEET 1:15 1 OFIS QUANEX DUR/ CARDINAL XL I KODISPACE 4! I.G. SPACER 14 0 0 000 0 0 0 000 00 00 0 0 0 00 00 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 0o0 0 0 0 0 ooe 0 000 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 O 0 O o 0 00 718" OVERALL INSULATED GLASS 1/8' ANNEALED OR TEMPERED 7/16" AIRSPACE 5116' LAMINATED GLASS 1/8' ANNEALED .090" PVB INTERLAYER 118" ANNEALED PURFECT GLAZE "H" OR SIKAFLEX 552 1/2' GLASS BITE O 00 O O 00 000 00 0 0 0 0 0 0 0 0 0 0 0 0 o O O O 0 00 O 0 0 0 0 0 00 0 0 0 Y O 0 O 0 0 o O 00 O O O 0 0 0 0 0 00 QUANEX DURASEAL or, CARDINAL XL EDGE or, KODISPACE 4SG TPS I.G. SPACER 14 ' 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5116" LAMINATED GLASS 1/8" ANNEALED .090' PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE "H" OR SIKAFLEX 552 112" GLASS BITE WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 t WWW.CwS.Cc 8100 PVC SINGLE HUNG IMPACT a z ¢Z3 ¢ woCI w Z0Z WM- a ¢�3>-0M3:@ w t-w Z 1.-3Mx Z ZZM<WWOO U U�pVaI=--u~ia Z cn _ Z oO5cr;z�c:i`—» ¢ Fzw0 0 W 0 ¢ w Oa U)aprwaN Z—wOn Pa=WO M Nwi \�111 t! If Ill/ A TORN I No.58201 *' STATE OF �� SASH LITE 8105/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez TIC Trl Camden, TN 38320 PH. 941.380.1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG p: REV.- CWS-812 D SETTING BLOCKS PER FBC 2411.3.3.1 SCALE. SHEET 1:1 20176 0000 0 O 000000 0000 O 0 O O O O 0 O O 0 00 O O 0 0 000000 00 00 000000 O 0 0 0 000000 000000 O O 0 00 0000 O 0 0 0 a 00000 00 o 0000 0 0 00000 0 00 000000 0 0 0 0 0 000000 00 0 00 00 0 0 0 000000 0 O O o 000000 0 00 0 0 O 0 0 0 0 00 0 0 0 000000 0 0 0 0 0 0 00 0 00 0 0 0 Oo 0 INTERIOR SECTION A -A 0 0 000 0 e 0 oe o 0 0000 00 00 0 eo 0 0 0 0 0 0 0 0• o 0 0 0 000 0 0 0 0 0 0 0• 0 0 0 e 00: 0 0 0 0 ENTERIOR O O O 000 000 O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e 0 0 0 0 0 0 0 0 45 0o03 •0 000 0 00 0 0 00 oaa a 0 0 0 0 0 o 0 0 oe o 0 0 Oo 0 0 0 0 0 0 0 00 0 e 0e SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. Ou'voyffl. WINDOW SYSTEMS al 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 81 oo PVC SINGLE HUNG IMPACT a i 3 az3 z w-W-,o <Wow W ZoZ x=zl= w aw3Zwwoo �33x O►-OU ¢=Hw U UHF-Zal-cna z o 0 5 z55w } e=zW20Ou-z < PP -I=O z 00�}�30cd zow�0pav P CL a � ~� W�WN a- a ¢ a `N.N� PL TY4��ii�i %N b �%CEffe y* No.68201 C * j t'ITATE OF 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380.1574 SECTION VIEWS BAT 06/18/12 DWG a: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 D 20, 25-26. 36-37, 44. 51-52. 55.56, 64. 67-68 !SME: SHEET 1:2 3OF6 sz I 1--:s4L-3 WstP., 0.279 x .157 back FinSeal, Gray 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Steel 38 P-3768 #8 x 0.625 Ph PH SMS Steel 39 P-4051W #8 x 1.250 Ph FH TEK, Wht. Steel 40 P-4264W 98 x 314 FH PH w/#6 Head, TEK, Wht. Steel 44 P-3342 Seam Sealer, SM-5504 45 P-5588 Cap Plug, 1/2" Hole Nylon 47 P-3438 Sikaflex 552 or Purfect Glaze "H" 48 P-5615 Set. BM., 85 Dur., 1/8" x 1" x 2" Lg. Rubber 51 P-3881 Temporary Lbl. NFRC/DP) 52 1 P-3613 CWS Lbl. (I 53 Sash SEE SHEET 2 54 Fixed SEE SHEET 2 56 P-3281 Spacer 62 P-3218 Screen Frame, Horiz. Alum 63 P-3218 Screen Frame, Vert. Alum 64 1 P-3321 Screen Frame Comer Key I Plastic 65 1 P-3581 Screen Cloth. 18 x 16 Fiberglass I Fihamlass 0 0 0.0 a. o 00 0 000 00 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 p n n w__,D w e_ O O 000 O O O O O o 0 3 1/8' 0 0 0 0 0 0 0 1 o D o e 0 e o 0 o • o 0 • 0 3 0 0 0We 0 0002 3/4° 1 518"" l� 1/16" 00 o s 0 e0 000 0o �- PVC FR4. o 0 0 0 0 oP\ j; *•SH P&J- FLANGE a &AIUSTiILE H-6228 H-622 0 o 0 o e 0• o 0 0 0 0 0 0 0 0 000 00 1 3/16" 7/8" - 9/16•, �Q 3 1 5/6" i=� 1116• L 0 REINF, IMPACT HOOK -1112 PVC SASH RAIUSTILE H-6225 1 Sl1 s' 0 718" 1/16" PVC SASH STOP - 6025 5/16- 13 REINF. S-2129 t v1s• 7/16" 18 I 1/16" PVC SCREEN CATCH S-6226 3!, 15r16" REINF. H-2123 vinyl rean Pull Tab Alum 5" reen $ rin , SS SS T--@ r= of -, 0.270 x .187 back RnSeal, Gray 7/8" I1116" cm. Fixed Rail Alum } per, Fixed Rail Vinyl IMPACT HOOK Intorcement, Impact Hook Alum S-1577 x 1/2". Pan Head. TEK I Atnal LINE ITEMS NOT USED: 5, 7, 11, 15.17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 2 3/16" ;417— t 5!a"s;j 8 1116" PVC SASH MTG RAIL H-6224 1 9/16" 2 1/8• MTG RAIL H-2121 T-- L1 1/a" ,3/16"� �I PVC MTG RAIL COVER S-6228 f 51 --O 1/16"- REINF. SASH MTG RAIL H-2124 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 @14111 11 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 - —1 1/16' 1%� 19 1/16 PVC SCREEN SUPPORT S-6227 7/8• 14 I PVC GLAZING BEAD S-6237 I WINDOW SYSTEMS is 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT IQ- Z 3. <Z3 Z W-w.lo ¢wQu�I w Z 0 Z cc != I- o ¢w3Zo��z Q z��?Z >- 30w-=O? cc Q != z aca�rnU vi w �c}nawU) wownI- FUj - ~ao_ Wa=O awCn a 3. CC �A TU�/Il��'' 6w& %N * No. 58201 *� STATBOF 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: 'DATE: BAT 06/18/12 DWG •: REV.: i CWS-812 D SHEET 1 '9 w r% ' i • a 4 i Does 000000 6000 O O 0 o O O O O • 0 00 0 0 O • 000060 o• 00 000000 0 0 0 O 000000 000000 0 0 0 00 0000 0 0 0 0 0 00000 00 0 0000 0 0 00000 0 0• 009000 0 0 0 0 0 000000 00 0 00 00 0 0 0 686000 0 0 0 0 000000 O o• 0 0 0 0 • 0 0 00, • 0 0 000000 0 0 0 O O O 00 O 00 0 0 0 00 O o 0 eo s o00 0 0 0 0o 0 00 a o00 e0 0 0 0 0 0 0 0 0 0 0 0 e o 000 0 0 0 0 0 000 0 0 0 0 000 6- MAX. (TYP.) }�-� -y��-- - D -t— 1$ MAX. O.C47YP.) o 0 0 0 0 o e o 0 6" MAX. (TYP.) o 01 0 0 61 Is0 0 IQ 10 1/2" MAX. O.C. (TYP.) L_ 4" (TYP.) —� to t�z- - — r MAX. O.C. (iYP.) ]T- 4- (TYP.) o 1 a ooa oso 000 000 , I 00 0 0 0 00 000 00 , 0 0 0 0 o e o 0 e 000 0 0 o e o0 0 0 0 0 0 o e 0 0 0 0 0 0 0 o s a o 00 I 0 0 o e o Goo 00 I , 1 I X , , 1 ^ 1 4- (TYP.) NO ANCHORS REQUIRED IN SILL J 4fooA_bN[Q LAYOUT - (FLANGE) —SEE NOTE 2 INSTALLATION ANCHOR (TYP.) iMTG WIL NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6. j owa WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT a z 3 <Z3: t- owo wwoo w ZoZ Err-ZE o ¢w�zo�x O OI-O ¢=00 FCC C3 U(HZCLPU)a Z ozDC6ZSUV cc OLu8) 2 < v~ia~_Zvi w Oo�v}iowc0-nw rr z0- , 20. O O wH0 W=ccco 0. o- M (L J,S A T(/�,Z�/// NO. 58201 W STATE OF 8/05/2020 xx 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A. TURNER, P.E. BE PROTECTED TO PREVENT REACTION. FL PE # 58201 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 2428 Old Natchez Trc Trl TN 38 Camden, 320 3874 SPECIFIED IN TABLE 1, SHEET 6. PH. 941-TN 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. :, ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1" FOR WOOD AND METAL. (DRAWN BY: 'DATE: 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG #: �REV.: 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-812 �scAl ,, D FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) : � SHEET 1:15 5OF6 o e 000060 0000 o 0 0 0 0 0 0 0 • 0 00 0 0 0 e 000000 00 ee 0000eo 0 0 o 0 000e00 000600 0 0 o 00 0600 0 0 0 0 0 00000 o0; 0 0000 0 0 00000 0 eo 040000 0 0 0 0 0 000060 0'0 0 00 00 0 0 • 000000 0 0 O 0 0000eo 6 00 0 0 0 0 0 0 0 00, 0 0 0 000000 0 0 0 0 0 o 00 0 00 0 0 0 o0 0 0 as a 0 0 O 0 00 a 0 O 000 0 a 0 e 0 0 0 0 0 a of 0 0 0 0 o 000 0 o O_9 a O 000 a a a O O O 000 O O O 0 Oe0 TYPICAL HEAD ANCHORAGE -t--- MIN. EDGE DIST. 0 000 0 0 0 0 SEE TABLE 1 0 0 0 0 0 0 0 0 0 o e 0 e o 0 0 0 0 0 0 SUBSTRATE BY OTHERS o 0 0 0 0 0 0 SEE TABLE 1 T o 0 0 0 0 0 0 0 MIN. EMBEDMENT 0 0 ooe 000 000 oeo PERIMETER SEALANT SEE TABLE 1 BYINSTALLER INSIDE AND OUT 0 0 0 0 0 0 0 coo 0 0 SEALANT BEHIND J_ �I o 0 • a o 000 o o a e o o o 0 as 0 0 FLANGE BY INSTALLER 1/4" MAX SHIM o 0 0 a a 0 0 0 0 0 0 e e e 0 0 0 0 00 0 0 0 0 o ao0 00 INSTALLATION ANCHOR SEE TABLE 1 CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. SEALANT BEHIND 1/4" MAX SHIM FLANGE BY INSTALLER -\ bll__14lT1C'i C2 INSIDE PERIMEAND OUTTER LAY/Z� V/� MIN. EMBEDMENT BY INSTALLER SEE TABLE 111, SUBSTRATE BY OTHERS / / / SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 A VERTICAL SECTION _ 6 TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. 2.0 KSI MIN.) 3116" ITW TAPCON 1 1/2" 1- HOLLOW OR GROUT -FILLED CMU 1 1" 2" CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1" 1" GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN, SOUTHERN PINE (G-0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1 3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16' 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125 7/16" 0 MIN. EMBEDMENT SEE TABLE 1 -SUBSTRATE BY OTHERS 1/4" MAX SHIM SEE TABLE 1 I _ I MIN. EDGE DIST SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 (Cwbmffl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 81 Go PVC SINGLE HUNG IMPACT i a Z aZ3 Lt- Irl, �// w a Q ZoZ �Fgw Q 3row3m PEIMETEBYRNSTALRE SEALANT Z I- _ 2 7 F- W INSIDE AND OUT 0 0 U) O Z D- P 0) a SEALANT BEHIND FLANGE BY INSTALLER o < Z- U) Z Z I- � Co Z V V1 Z --Su- >- P—w200u-z ¢3 ul-=o- rBBl HORIZONTAL SECTION 6 Q 2 a }O � V � Z uj 3 TYPICAL JAMB ANCHORAGE !- w 1} 0 O 2 20wvnowU)w Fr Z 0 wr00 MMM>- ``t`tt-tr{UA. to%Z / * No.58201� �t STATE OF 8/05/2020 t1 LUCAS A. TURNER, P.E. PERIMETER SEALANT FL PE # 58201 BYINSTALLER 2428 Old Natchez TrC Trl INSIDE AND OUT Camden, TN 38320 / C l HORIZONTAL SECTION PH.941-380-1574 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ioRAwN BY: DATE:: BAT 06l18/12 - MIN. 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED Dwc s: REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 D SHOWN FOR FLANGE WINDOWS. SME: SHEET 12 60F6 t, 0000 0 0 000000 0000 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 000000 00 00 000000 0 0 v 0 000000 006000 0 0 0 00 0000 0 0 0 0 0 00ee0 00 0 0000 0 0 00000 0 00 000eoo 0 0 0 0 0 000000 00 0 00 0o 0 0 0 000eoo 0 0 0 0 000000 0 00 0 0 0 0 0 0 0 00 0 0 0 000000 0 0 0 0 0 0 00 0 00 0 0 0 00 0