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WS-17-170I u 3/�/ice .✓Bs-p 7-0 I Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 F�ORtDp' Permit No. W5-1-17-170 Permit Type: Windows/Shutters Pen 'tv. rlk Classification: Window/Door Replacefn Permit Status: APPROVED issue Date:1130/2017 1 Expiration:07/29/2017 Project Address Parcel Number Applicant 11028 NW 2 Avenue 1121360020260 Miami Shores, FL 33168-4304 Block: Lot: CORY A BROWN Owner Information Address Phone Cell CORY A BROWN 11028 NW 2 Avenue (913)269-1610 MIAMI SHORES FL 33168- 11028 NW 2 Avenue MIAMI SHORES FL 33168- Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Type of Work: REPLACE 9 IMPACT WINDOWS & 4 DOORS No of Openings: 13 Additional Info: REPLACE 9 IMPACT WINDOWS & 4 DOORS Classification: Residential Scanning: 3 Fees Due Amount CCF $16.20 DBPR Fee $3.45 DCA Fee $3.45 Education Surcharge $5.40 Permit Fee $230.00 Scanning Fee $9.00 Technology Fee $21.60 Total: $289.10 Valuation: $ 26,739.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-1-17-62688 01/30/2017 Check #: 30939 $ 239.10 $ 50.00 01/23/2017 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me oft s permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity it the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume respo si ili for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBI DOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT; certify thaalllIth�Nregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo n Futhermor , I ut a contractor to do the work stated. January 30, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy January 30, 2017 1 Miami Shores Village - � • Building Department RFCEIVED 5�� me 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Q--f Tel: (305) 795-2204 Fax: (305) 756-8972 41 INSPECTION LINE PHONE NUMBER: (305) 762-4949 154-1 FBC 20 144 BUILDING Master Permit No. WS-1-17-JR O PERMIT APPLICATION Sub Permit No. FE-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION N EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11028 NW 2ND AVE City: Miami Shores County: Miami Dade Zip: 33168 Folio/Parcel#: 11 -2136-002-0260 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):�� 49d �►`-' Phone#: (113 " Z6rj 0 Address: 1 t OZ 9 -6't-- rz').`� Z oc'�; City: MIAMI SHORES State: FLORIDA Zip: Tenant/Lessee Name- N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT ASSOCIATES Phone#: 9547924415 Address: 3044 SW 42 STREET City: HOLLYWOOD State: FLORIDA Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: State Certification or Registration #: CGC061890 Certificate of Competency #: N/A DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A '24Value of Work for this Permit: $33g— L7 Square/Linear Footage of Work: Zip: N/A Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ElDemolition Description of Work: J� P49 i rtr-'� -r W11 5 1 -1 a - 10 Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $, Double Fee $ Bond $ TOTAL FEE NOW DUE $ ,-' f —A\� Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Mortgage Lender's Name (if applicable) Mortgage Lender's Address N/A City N/A N/A State N/A Zip N/A Zip 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 on 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 ozu& OWNER or AGENT The foregoing instrument was acknowledged before me Is day of "�� 20 by who is erson own to me or who has produced Signature CONTRACTOR The f regoing instrument was acknowledged before methis day of �0�� 20 a by wht Is personally wn to as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: / NOTARY PUBLIC: ---7 Sign: v Sign:_ Print: (DJ Print: Seal: .. MY COMMISSION # GG095745 Seal: �� EXPIRES April 19, 2021 APPROVED BY Plans Examiner MY COMMISSION # GG095745 EXPIRES April 19, 2021 ********************************************* Zoning Structural Review (Revised02/24/2014) Clerk FLORIDA HOME IMPROVEMENT ASSOCIATES �- JOB ADDRESS: 11028 NW 2nd Ave APPLICATION NUMBER: WS-1-17-170 Please use this letter as a request for permit extension, giving time for installation and to schedule inspection. Respectfully, "Iffirl, Wayne Thomas Burnett Private and Confidential Florida Home -Improvements Associates, 3044 SW 42nd Street Hollywood, Fl. 33312 www.fhaproducts.com Er CG Er • •[- F r-I ul Certified Mail Fee ru43 $ Extra Services & Fees (check bar, add me as approprwe) O ❑ Return Receipt (Aardoopy) $ O ❑ Return Receipt (electronic) $ Postmark 0 ❑ Certified Mail Restricted Delivery $ Here C:3 ❑ Adult Signature Required $ ❑ Adult Signature Restricted Delvery $ O Postage CO $ rJ Total Postage and Fees a rq Sent To ��: C�CpY o I� �r �t BnlypYY�_ - � i h � lyn I N % Certified Mail service provides the following benefits: ■ A receipt (this portion of the Certified Mall label). for an electronic retum receipt, see a retail is A unique identifier for your mailplece, associate for cssistance. To receive a duplicate ■ Electronic verification of delivery or attempted return receipt for no additional fee, present this delivery. USPS&postmarked Certified Mail receipt to the ■ A record of delivery pncluding the recipient's retail associate. signature) that is retained by the Postal Service"' Restricted delivery service, which provides for a specified period. delttery to the addressee specified by name, or to the addressee's authorized agent important Reminders. Adu@ signature bervice, which requires the ■ You may purchase Certified Mall service with signee to be at least 21 years of age (not First -Class Mail®, first -Class Package Service®, available at retail). or Priority Mail° service. ■ Certified Mail service Is notavallable for intemational mail. ■ Insurance coverage is riot available for purchase with Certified Mail service. However, the purchase of Certified Mal service does not change the Insurance coverage automatically included with certain Priority Mail items. ■ For an additional fee, and with a proper endorsement on the ma!piece, you may request the following services: - Return receipt service, which provides a record of delivery pncluding the recipient's signature). You can request a hardcopy return receipt or an electronic version. For a hardcopy return receipt, complete PS Form 3811, Domestic Retum Receipt; attach PS Form 3811 to your mz!lplece; Adult signature restricted delivery service, which requires the signee to be at least 21 years of age and provides delivery to the addressee specified by name, or to the addressee's authorized agent (not available at retail). ■ To ensure that your Certified Mail receipt is accepted as legal proof of mailing, R should bear a USPS postmark If you would like a postmark on this Certified Mail receipt, please present your Certified Mall Item at a Post Office' for posbnarWng. If you don't need a postmark on this Certified Mail receipt, detach the barcoded portion of this label, affix it to the malp!ece, apply appropriate postage, and deposit the mailpiace. IMPORTAM: Save this receipt for your record& PS Form 3800, Apra 2ols (Reverse) PSN 753092-Ooe-W47 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 3/29/2018 To: Current Owner 11028 NW 2 Avenue Miami Shores, FL 33168-4304 Permit: WS-1-17-170 Address: 11028 NW 2 Avenue Miami Shores FL33168-4304 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, Ismael Naranjo (CBO) Building Director X\90 BUILDING PERMIT APPLICATION Miami Shores Village Building Department AR 22 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 M Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20t Master Permit No. WS I - (-A - I -to FE-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR ❑ EXTENSION CANCELLATION [:]RENEWAL ❑ SHOP DRAWINGS JOB ADDRESS: 1�O7_?� N W /,r rA City: Shores County: Miami Dade Zio• _ 11Miami Folio/Parcel#: 6 L - Z`�'�E] W2— C Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): l ' C)N A Ad City: MIAMI SHORES State: FLORIDA Zip: Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT ASSOCIATES Phone#: 9547924415 Address: 3044 SW 42 STREET City: HOLLYWOOD State: FLORIDA Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: State Certification or Registration #: CGC061890 DESIGNER: Architect/Engineer: N/A Address: N/A Value of Work for this Permit: $ 19,602 Type of Work: ❑ Addition ❑ Alteration Certificate of Competency #: N/A Phone#: N/A City: N/A State: N/A Zip: N/A Square/Linear Footage of Work: ❑ New ■❑ Repair/Replace ❑ Demolition Description of Work: •� ��ar� 1��71I ��i:• Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ Bor,rLing Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A Zip 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 issued. In the absence of such posted notice, the inspection will not b pproved and a reinspection fee will be charged. Signature Signature VWNtK or AbtN I ''"' CONTRACTOR The foregoing instrument was acknowledged before me this V-3 day of^�� 20by Cob g",-) o is personally k n to me or who has produced The foregoing instrument was acknowledged before me this (� day of �`--�� 20 (1 by o is personally k wn to as me or who has produced identification and who did take an oath. identification and who did take an oath. as NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: vM�� S� Print: lv>S►'ti.5^ JASMIN M VEGA Seal. A Seal: :_'• {;'��: JASMIN M VEGA MY COMMISSION # GG1475G MY COMMISSION # GG147563 EXPIRES October 01, 2021 Of FL. EXPIRES October 01, 2021 APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk 1/24/2018 Property Search Application - Miami -Dade County � OFFICE OF THE PROPERTY APPRAISER a-z- b 3gy�Qj�- Summary Report --Zq �qus Property Information Folio: 11-2136-002-0260 Property Address: 11028 NW 2 AVE Miami Shores, FL 33168-4304 Owner CORY A BROWN Mailing Address 11028 NW 2ND AVE MIAMI SHORES, FL 33168-4304 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 Floors 1 Living Units 1 Actual Area 1,346 Sq.Ft Living Area 1,104 Sq.Ft Adjusted Area 1,265 Sq.Ft Lot Size 8,211.25 Sq.Ft Year Built 11945 Assessment Information Year 2017 2016 2015 Land Value $176,706 $147,802 $147,802 Building Value $98,316 $99,050 $71,551 XF Value $19,829 $19,829 $15,029 Market Value $294,851 $266,681 $234,382 Assessed Value $293,349 $266,681 $189,838 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap IAssessment Reduction 1 $1,5021 1 $44,544 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description SHORELAND HGTS PB 43-85 LOT 23 LOT SIZE 65.690 X 125 OR 14073-1781 0489 1 COC 21631-0166 08 2003 4 R`�)-- (A �ft - 0 u' s Generated On : 1/24/2018 Taxable Value Information 20171 20161 2015 County Exemption Value $0 $0 $0 Taxable Value 1 $293,349 $266,681 $189,838 School Board Exemption Value $0 $0 $0 Taxable Value 1 $294,851 $266,681 $234,382 City Exemption Value $0 $0 $0 Taxable Value 1 $293,349 $266,681 $189,838 Regional Exemption Value $0 $0 $0 Taxable Value 1 $293,349 $266,681 $189,838 Sales Information Previous OR Sale Price Book- Qualification Description Page 05/22/2015 $375,000 29707 Qual by exam of deed 1053 06/19/2013 $215,500 28702 Qual by exam of deed 4573 05/17/2013 $160,000 28659- Qual by exam of deed 2336 08/01/2003 $0 21631- Sales which are disqualified as a result of 0166 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/Avww.miamidade.gov/info/disclaimer.asp Version: FLORIDA HOME IMPROVEMENT ASSOCIATES ✓ JOB ADDRESS: 11028 NW 2 AVE MIAMI SHORES, FL 33168 PERMIT NUMBER: WS-1-17-170 To Whom This May Concern, Please use this letter as a request to cancel permit #WS-1-17-170 for a job located at 11028 NW 2 ave, Miami Shores, FI 33168. The home owner has opted out to cancel the installation therefore cancelling all executed contracts with Florida Home Improvement Associates. pectfully, Wayne Thomas Burnett CGC #061890 JASMIN M VEGA My COMMISSION # GG147563 ,;�•w�;,o, EXPIRES October 01, 2021 Private and Confidential Florida Home -Improvements Associates, 3044 SW 42nd Street Hollywood, Fl. 33312 www.fhaproducts.com Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 03-29-2018 Permit Number: 17-170 Rejection Comments: Based on a drive by inspection, I was able to see that the windows for this property were replaced. This permits needs to be renew and inspections will have to be performed. Thank you. Ismael Naranjo, BO Building Director Email: bo(a,msvfl.gov BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED 017 BY�R71_ " ,-.YTh FBC 20 Master Permit No. J I — 7 Sub Permit No. FE-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �j W Z C> " City: Miami Shores County: Miami Dade Zip: 351 (O:y Folio/Parcel#: ) - ZI, co - ('x)z - oz(p (-) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Cnr4 Phone#: '713 • 2G 9. ao to Address: 11 hv� N ,y Z Q �_e City: LA_�C41 1 C7�.1.or1 p� State: Zip: .�� Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration #: CGC061890 DESIGNER: Architect/Engineer: N/A Address: N/A Certificate of Competency #: 33312 hone#: N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit: $ '? (qn q Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace El Demolition Description of Work: REPLACE �M 'f n � t •� ca ((�� , � \ CV O a rj Specify color of color thru tile: 2 Submittal Fee $ ( Permit Fee $ Z3 220 CCF $ 2 O Scanning Fee $ C71 Radon Fee $ J �s DBPR $ 3 • S Technology Fee $ ca0 Training/Education Fee $ Structural Reviews $ S'C-f'o CO/CC $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ / Bonding Company's Name (if applicable) N/A Bonding Company's Address City N/A N/A State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A Zip 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 issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �4 A OWNER or AGENT The foregoing instrument ways acknowledged before ee-7me this day of —► t n 20 / by C4-,) who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ZPFY PUB Seal: * MY C0M,411SSI0,J # FF 164915 EXPIRES: October 1, 2018 7h., P,•: :4 CON-��►ilk �� ..al,. The foregoing instrument was acknowledged before me this day of _ 20 0 by T who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: GO`�p10 �NPMPP� s� \e 02Aa��02 0 Sign: J� ob"o # G� G23 2 S4\ ''..((,, Noy m�s •ices �No� Print:" Seal: APPROVED BY Ql—x Z� af% Plans Examiner ########################### Zoning Structural Review (Revised02/24/2014) Clerk 1/5/2017 Property Search Application - Miami -Dade County OFFICE OF THF PROPFRTY .� APPRAISER Summary Report Property Information Folio: 11-2136-002-0260 Property Address: 11028 NW 2 AVE Miami Shores, FL 33168-4304 Owner CORY A BROWN Mailing Address 11028 NW 2ND AVE MIAMI SHORES, FL 33168-4304 0800 SGL FAMILY - 1701-1900 SQ Primary Zone Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 Floors 1 Living Units 1 Actual Area 1,346 Sq.Ft Living Area 1,104 Sq.Ft Adjusted Area 1,265 Sq.Ft Lot Size 8,211.25 Sq.Ft Year Built 1945 Assessment Information Year 2016 2015 2014 Land Value $147,802 $147,802 $88,025 Building Value $99,050 $71,551 $69,526 XF Value $19,829 $15,029 $15,029 Market Value $266,681 $234,382 $172,580 Assessed Value $266,681 $189,838 $172,580 Benefits Information Benefit Type 2016 2015 2014 Non -Homestead Cap Assessment Reduction 1 1 $44,544 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description SHORELAND HGTS PB 43-85 LOT 23 LOT SIZE 65.690 X 125 OR 14073-1781 0489 1 COC 21631-0166 08 2003 4 Generated On : 1/5/2017 Taxable Value Information 2016 2015 2014 County Exemption Value $0 $0 $0 Taxable Value 1 $266,681 $189,838 $172,580 School Board Exemption Value $0 $0 $0 Taxable Value 1 $266,681 $234,382 $172,580 City Exemption Value $0 $0 $0 Taxable Value 1 $266,681 $189,838 $172,580 Regional Exemption Value $0 $0 $0 Taxable Value $266,681 $189,838 $172,580 Sales Information Previous OR Sale Price Book- Qualification Description Page 05/22/2015 $375,000 29707 Qual by exam of deed 1053 06/19/2013 $215,500 28702 Qual by exam of deed 4573 05/17/2013 $160,000 28659 Qual by exam of deed 2336 08/01/2003 $0 21631- Sales which are disqualified as a result of 0166 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp Version: Florida Home Improvement Associates License No. CGC 0618901 OB44818 3044 SW 42nd St., Ft Lauderdale, FL 33312 F Florida 1�011'IeimprOmneM WT AssOCiates Orlando: 407-472-8381 Broward Tel: 954-792-4415 Miami Dade Tel: 305-545A469 West Palm Beach Tel: 561-241-3600 Jacksonville Tel: 904-701-4415 Fax:954-792-2170 Job#^2n T / ` Websne. WWW.FHAPRODLIUS.COM 0 1 t d e.t t�j Email: INFOSFNAPRODUCTS.COM o In Name: /� Home Phone: •/ 0ai 1410 Bus. Phone: 3 7 W-60)y /BaCb Address n City State Zip µ This Contract is made and entered into this *71 day o*named 20L by and between Florida Home -Improvement Associates, Inc, a Florida corporation ("Contractor' or "FHA"), and owner( above of the residence located at the address listed above ("Owner"). The Work. Contractor agrees to perform the work described below: 1) Remove existing units to be replaced. (NOTE: Removed items are likely to be damaged.) 2) Prepare openings a cessary to receive replacement units. 3) WINDOWS: FHA Energy Storm Saver _ Simonton Vinyl Insulated Install aluminum Insulated, _ Aluminum Non -Insulated Energy Storm Saver— Aluminum Insulated, _ Aluminum Non -Insulated Directions are viewed from the Inside. On sliding glass doors Active and Fixed Paneb are identified. On casements and single French doors the hinge Is Identified Right Hinge and left Hinge. On Double -French Doors the more active door is Identified Impact: (v) Non -Impact: ( ) Color.. White: t/ Tan: Bronze: Grey: Mill -Finish: StC ( ) No( ) Ste dard Double Huna t Qty_ Casement mv7— Pkture Window Qty L Other Qty_ Cust A A FrxEo FA AF LJi RH oc� a Slldina Glass Door AF FA FAAF AAF FAA Qty_ Qty_ Qty_ Qty_ Qty— RH ) ( Qty tF,,hDAA RQt1r_ Qty Glass: �a � � ff4l VIA ; J a L&10,12 INITIAL HERE—) «U Warranty: Meoi(facturees Warprity s rat upon compepion./ /) _..A .►.. n If applicable, Cleanup Job dEbris'and provide necessary permitandlnsuranre., If applicable, in the eventthat Contractords uoable,for.whateyer reason:tq obtain proPer,permits.,prior tg commencement of any work, Contractorshali refund any previous payment and.this transact(pmshali:be automati allycancelled. (No finish .wg*otber thgq rloiMaylastallation Is io/be done gross n$tetybelow.l • r Schedule: Contractor shall commence t work within Pdays after execution of the Contract (the "Commencement Date') and shall endeavor to complete all Work hereunder within days after the Commencement Date. Contract Price $ The TOTAL PRICE for all Labor and Materials (including arty applicable discount) is $ t�v Sales T. able) Down Payment $. 00 Balance Payable " $' Do Total Contract Price $ Contractor will provide to Owner a Final Waiver and Release of Lien and Contractors Final Affidavit to Owner, substantially similar to the forms included in chanter 713. Florida Statues (2005). Circle one: (YES or NO] Owner elects to apply for financing of the above -statue lump sum amount. If yes is circled, see financing agreement and related documents Notice to theOwner, N financing Is being obtained by owner: a). Do not sign this home•improvemem contract (Including financing documents) in blank. b). You are entitled to a copy of the co, trset at the time you sign. peep H to protect your legal rights. c). The financial documents attached to this home Improvement contract may contain a mortgage or otherwise create a lien on your property that could be foreclosed on if you do not pay. Be sure you understand aN provisions of the contract and financial documents before you sign. miscellaneous: Thai contract contains the entire contract of the parties. It may not be changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above written. You the Buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attac ed notice of cancellation form for an explanation of this right. Owner: or A gror: FH UOUA By: Cont;(lac (Sig at re of Owner) (Na & Title) (Signature of Owner) D64 Home Owners AssociatfQ11 Name: Phone#. YES ( NO ff l) Building Name: REC JAN 5 ® o BY: a pec ngineering uhants, Inc. 4��I NEFq, a 5 gSW30A e, Suit. 420 , Bo n B ,FL 334320 p a a A # 009217 5 I (GCp - GCp Intstuctions and limitations of Use P : = q h V (mph) 175 1620 FBC for HV H4 or Fig. 26.5-1a Risk Category 11 Table L5-1, page Exposure C Section 26.7 Kd 0.85 Table 26.6-I, page 250 KA 1 Figure 26.8-1, page 252 GCpi 0.18 -0.18 0,55 pitch ofroof 3/12 14.0 degas theta 14.0 dcgr- -Elva" 23 2017 Wind Velocdes in South Florida Dadc Broward Palm Beach Risk Cat. 1 165 156 156 Low risk to human fame, shads Risk Cat.2 175 170 180 Single Farnil Rcsidmcrs Risk Cat. 3&4 1.: IRO IRO Essential Facilities 1 Charts rovide wind ressures based on the mean roof he' lit. And shall rsoI exceed 60'-0'. 2 Design press are for an enclosed builindi shudera or other im ct resistance protection r uired . 3 User shall determine the mean roof he' hL Eave he ht + Roof Peak . 4 End zone distance is the lessor of 10% If.th, 10% of width, or 40% of the mean roof he lit and not less than 3'-0" 5 If 50% of a com nent o in a rticular zone than that com neat o considered to be in zone with the ma' r of the area. If uestionable then lace in Zone 5 8 Each com neat, window, door, mullion has a tribute area that o area d be used. Area o(com vents to rounded down but shall not be less than 10 sf. 7 For NOA's that r uire a Kd=1.0 then multi I the values toted herein b 1.18. B Wind pressures are based on Allowable stress design. 0 Des n pressures listed herein are valid for E sure B and C and a sure D. max roof height 30' 10 Charts and values toted herein are onl valid when s' ned, dated, and sealed b GaryMcDo le, PE #58214 or Mark LeBlanc, PE #35883 or Adam D. LeBlanc, PE#77012 11 Wind des' n ressures are calculated in accordance with ASCE 7-10, Method 2 12 No reduction is taken for slopes less than 10 degrees Arm of- ent Area ofourarporicar, ea Arofco n ent Arm ofcom rent Area ofcom nm Armofco rent Area ofco nm Armofcom nent Area ofeom neat Arm of nest ea Ares ofm t 10.0 sf 15.0 sf 20.0 at 25.0 at 30.0 sf 35.0 sf 40.0 sf 45.0 sf 50.0 sf 55.0 sf 60.0 sf Morn Roof Height e 4 Zone Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 IS.4 ;40.1 -53.6 -422-51-3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 A8.3 -40.2 A7.5 -39.8 -46.8 -39.4 A6.0 -39.0 -45.2 -38.6 A4.5 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 .0 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 -41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 -48.8 40.8 -48.0 -40.4 47.2 40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 43.0 -51.8 -42.6 -51.0 -42.2 -50.2 41.8 -49.4 -41.3 -48.6 -40.9 47.8 -40.5 -47.0 -40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 1 -43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41.0 1 -47.5 -40.5 1 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -48.5 41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 1 -41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 43.4 -50.4 -42.9 49.5 45.0 45.0 43.5 43.5 43.1 411 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 43.7 -50.8 -43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 1..43.6 N I •50 • • 00045.P 450F • 4402 • • •44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40Ir4 s' St91 M39. ` �VI-5 28 •49.1 - 1.2• • -4 2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.1 -45.8 -54.2 -45.4 -53.3 -44.9 -52.4 -44.4 ,51.6,E flf • • •46.• 46.0 • • 414l6 • 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 %'41. ..*4 . 4t49.4 E • • -0 5 't59.0 -48.0 -58.1 -47.6 -57.2 47.1 -56.3 -46.6 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2 -52.8 -44.8 _ a P.0 46.3 46.3 44.9 44.9 1rr4?.� 4. _ .-58.5, *l 42.9 4 .9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 (� - 4,00.5 f�40. 30 -50.3 -62.1 -48.9 -59.4 -48.4" 11 -47:93. -57.6 -47.4 -56.8 -47.0 -$.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -45.1 -52.3 '`r-44.6 7705 4- • ••• ••• ••• • . • . .. Miami Shcres Village JAN ' 2 21 • ;• ;•• ••• ;• ••• APPRO\tED BY DATE ST E OF �`ti •� pP R .... ....... . ZONING DEPT Cam• ... BLDG DEPT . .. .. 000• • • .. SUBJECT CO CCA,IPIYNCE WI FH ALL FEDERAL STATE ANt) CU.NiY r UL.=S AND REGULATIONS MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address:11028 NW 2 Ave, Miami Shores FL, 33168 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 DOOR 15-0729.14 +75.0 -75.0 +40.1 -43.4 38 1/2 x 81 1/2 NO NO YES 2 WINDOW FL16736.1 +60.0 -60.0 72 7/8 x 49 .(. .�. �. 3 36 x 49 1/2 4 -53.6 721/2 x 49 1/2 5 DOOR FL14850.1 +70.0 -70.0 -43.4 30 3/4 x 79 7/8 6 11, 15-0729.14 +75.0 -75.0 32 3/4 x 80 1/4 7 WINDOW FL16736.1 +60.0 -60.0 731/2 x 49 1/2 8 DOOR FL14850.1 +70.0 -70.0 32 3/4 x 81 9 WINDOW FL16736.1 +60.0 -60.0 -53.6 35 7/8 x 49 1/2 10 FL6890.1 +67.5 -67.5 1 • 1 • 11 FL13010.4 +55.0 -55.0 -43.4 17 3/4 x 36 3/4 12 FL6890.1 +67.5 -67.5 -53.6 35 7/8 x 49 1/2 13 FL16736.1 +60.0 -60.0 . .. . . . ... . . ....:... . . . .. ... . .. ... . .. . . 4 • • • • .. . . . . .. . . . . . . . . . .. .. . • .. . . . . • •• •• .. 9 E Florida Building Code Online Pagel of 3 O;;rjptj(J� tM,y )jrd sg, Ur�S OCIS Home I Log In + user RegWation Product Approval Not Topics Submit Surcharge Stats 8 Fads Regulation Product Approval Menu > FL # > ApyJtAjbgQ, & > Application Detail L13010-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived t..;1 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 ekoss@cws.cc , r , . . r4s Search Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M 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 07/21/2020 Validated By Steven M. Urich, PE 9 validation Checklist - Hardcopy Received Certificate of Independence fL 30€J Rm i EviK� f m%'S-3s3B 'Phi-}?- M �i• Referenced Standard and Year (of Standard) • • • • • • Standard • • Yl�it AAMA/WDMA/CSA 101/I.S.2/A440-05 • • • • • • 20tS AAMA/WDMA/CSA 101/I.S.2/A440-08 • • • • • • •260011 • ASTM E1300-04 • • • • • 2004 ASTM E1886-05 • • • • • • •2005 • ASTM E1996-05 • • • • • • • •V% � PA TAS 201/202/203 000000 1924 • • •••••• • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6O 6/24/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products � FL # Model, Number or Name Description 13010A PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window, 36" x 721. Limits of use Installation Instructions Approved for use in HVHZ: Yes EL 301D R3 II CWS-4338 (PW-8150, 26x72 IMP-Ludf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +75/-75 Evaluation Reports Other: PW-8150, 36" x 72", DP = +J- 75 psf. Large Missile EL13010 R3 AE DuPont PVB NOA 13-0129 27.odf FL13010 R3 AE EvalRep (WS-4338 (PW-8150 36x72 Impact. In HVHZ may only be used up to 30ft above grade. IMP).12df Glass complies to ASTM E1300-04, EL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02 odf Created by Independent Third Party: Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window, Continuous Head & Sill. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1301.0 g33 II CWS-510B (PW-8150. CONTHDSL. LME1,12df Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other: Large Missile, Dp = +1- 67.5 psf, Max. size 74 1/8" Evaluation Reports x 72". Outer lite must be safety glass above 30 ft. in HVHZ. EL13010 R3 AE DuPont PVB NOA 13-0122 27.ndf FL13010 R3 AE EvalRepCASS-5108 (PW-8150. Glass complies to ASTM E1300-04. !MNTHI1 i.. I.MP),prd( E301D R3 AE Ouanex (Mikr un) NOA -t 01 7 02,odf Created by Independent Third Party: Yes 13010.3 .... _._....... PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 1201 x 48". Limits of Use Installation Instructions Approved for use, in HVHZ,: Yes FL13010 R3 II CW$-373B (PW-8300, 120x48. IMP),Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: +70/-70 Created by Independent Third Party: Yes Evaluation Reports Other. PW-8300, 120' x 48", DP = 1 J- 70 psf. Large FL13010 R3 AE DuPont aQP NOA 11-0624 Q2.ndf FIA3010 R3 AE EvalRep CWS-373B (PW-8300,,1 0x41 Missile Impact. Glass complies to ASTM E1300-04. IMP).pdf FL13010 R3 AE Quanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 130i0.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window. Limits of Use Installation Instructions _._... Approved for use in HVHZ: Yes EL13010 R3 lI CWS-159D (PW-U200. 72x76. IMP).odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports • • • • Other: Large Missile Impact, See Installation Drawings for P - • Max. size and DP's, Outer lite must be safety glass above 30 FL13010 R3 AE DuPon • • • ft. in HVHZ. Glass compiles to ASTM E1300-04. FL13010 R3� LvA� CWS-15B1i0 (PV 8300. Vx76.• I.IMPIDd•••••• FL13010 R3 AE Quanex Mikr • • • odf Created by Independent Third PSA" Me5• • Hack next LQUAJ ;; 850-487.1824 • • • • • • • The State of Florida is an AAtEEO empioyer. a loht 2047-20i3 SL-tm of Flnrld++.:: Privacy 51git'^"M Am _cub18iN j=Mnt :9W- Cf*s • ••• http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 3 of 3 Under Florida law, email addresses are public records. If you do not warn your e-mall address released in response to a public -records request., do not send electronic mail to this entity. instead, contact the office by phone or by traditional I mail. If you have any questions, please contact 850.487.1395. "Pursuant to section 455.275(1), Florida Statutes, eNective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address ir they have one. The emaas provided may be used for official communication with the licensee. However email addrasm are public reoprd. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pudic. To determined you are a licensee under Chapter 4s5, F.S., please ciidr I,n, , Produet Approval Accepts. E3 http:llwww. floridabuilding. org/pr/pr_app_dtl.aspx?pa.ram=wGEVXQwtDgvQEb8FE1-160... • • •• •• •••••• • 6/24/2015 fo�" C �.JRNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 F.BPE C.O.A. #29779 Evaluation Report 1591) April 18, 2015 Product Description: Series 83OU PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 56 Edition (2014) Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-159D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3954-01 and -lA, and NCTL-210-3955-01 and -IA, from National Certified Testing Laboratories, Orlando, FL, with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08, ASTM E1886-05, ASTM E1996-05/09 and TAS 201, 202, 203 1994 (TAS reports 3954-IA and 3955-1 A signed and sealed by Gerard J. Ferrara, P.E.) 4) Supplemental Calculations to support CWS-159D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-159D. Limitations of Use: This product: • May be used in O configuration in sizes up to 48" x 72" unit size at design pressures of +/-55 psf, or in sizes up to 72" x 76" unit size at design pressures of+/-67.5 psf in HVHZ or +/-65 psf outside the HVHZ, with max. glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159D, with Dupont SentryGlas Interlayer per Miami -Dade NOA 11-0624.02' in DP65 or 67.5 units or Dupont PVB Interlayer per Miami -Dade NOA 13- 0129.271 in DP55 units • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.021 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`s Ed. (2014) 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 whiek.. this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a:fin%mliai interest- • • • • • • • in any other entity involved in the testing or approval process of this product. • • • t41DREIV t+r ...... C��'•' ��f,Er.its S..rr,. • • • . .. • • `« 1 NO 58201 1: �� • • -o : •4/IY/2015 • r'A STATf O : 4/j 40 I.,ucat A •Turner, P.E* ....;. F.L PI± #5820I' • "' Lucas A. Turner • 2015-04-18 22:13-04:00 49 114" MAX OVERALL FLANGE WIDTH ................ 43• -.. MAX UNIT WIDTH 45 Ila" GLASS DLO A -*- 0 •• ••• • • • • • •• • ••• • • • ••• • • • • T4%4OACQ9TEt't9 • • • GENERAL NOTES & ELEVATIONS.,.... t ARCHITECTURAL SHAPES...................2 GLAZING DETAILS.................................3 S TI©)!VIEWS......!....... !,! �..........4• • • • E US1?NS & B.QQ M.!.......... �..........5 FIOVCHEDUL'E_& NOjE�......y6 • • • 7 •I STAIEEEE 7gON-DER'7LS....•...............8 ••• • ••• • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O.E„KRAL NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONF€GURA71ONS:'0'. ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04, -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E•1300-04, 5. ANCHORAGE: THE 33 IrJ%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd.1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. T. ALL FRAMES ARE FULLY WELDED, 8. SERIES 1 MODEL DESIGNATION PW.=O, 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 0 = FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LOCATION E RATING IMPACT RATING ANY 48" x 72" +1- 55 PSF LARGE MISSILE IMPACT NON- 72" x 75„ +795 7MF HVHZ +/- 67,5 PSF Lucas A Turner 2015-D4-11 15:04-04:00 IWO SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC sm PVC PICTURE WINDOW IMPACT .- LUCAS A. TURNER, P.E, FL PE # 5B201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380-1574 GENERAL NOTES AND ELEVATIONS ADE 05105107 CWS-159 D SHEET 1:20 1 OF 8 0 FULL ELLIPSE C2VA&I FULL CIRCLE 112 CIRCLE * 000 * *4119OLI • 9 * 00 Lwffi� NOTES: 1, SEE SHEETS 6 & 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2, THRU FRAME < MASONRY, WOOD OR METAL OPENING. THAU FIN -WOOD OPENING. 3, OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOWS ON SHEET 1. 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 a 7, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1900 SW 44TH AVE. OCALA, FLORIDA 3"74 WWw'CWS'cC ; ## I "lljijmgls 0 411112015 LUCAS A. TURNER, P-E. FL PE # 58201 239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-380-1574 ADE 05105107 SHEET . .............................................. ............................... . ........................1=1 20F8 0 •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• . ••• . ••• ... . • •• • • • •• • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1900 SIN 44TH AVE. OCALA, FLORIDA 34474 WWW.CWs.CC 8300 PVC PICTURE WINDOW IMPACT i" OVERALL ..., OVERALL 3'15' ANNEALED cr TEWAPERED .._ 3116' HEAT STRENGTH a TEMPERED tj 1 V2' AIR SPACE 3W AIRSPACE �v { a air -`to I 556" LA!'AINATEL3 7 18' LAs,#i GLASS `€ il" ANNEALED r 3116' HEATSTRENGTH "¢ .090 DUPONT PVS iNTERLAYSR 118" ANNEALEDANNEALEDM �+...<........ .090 SS ENTRY LA !GNL PLAST iNTERLAYER s G 0 f-' U3 W T HEAT S MENGTH j' 3 3} PUF FCCT GLAZE "F{" s PUHFECT G. A2E `W .. O I V m rt SIKAFLEX 552 SIKAFLE.x 552 ,........... j a _� it2" GLASS SITE .._._ ......._................... isr ...._ , t ❑ ti2" GLASS BITE `iµs4smsca�ga 5.�'�fii E M�` �.;Jer'"w GLASS TYPE A E5 (l GLASS TYPE B ol GLASS TYPE MAX SI W x H DP +/-55 A 48 X72 DP +/-67.5 B 72 X 76 411112015 LUCAS A. TURNER, RE, FL PE * 58201 1239 JABARA AVE. NORTH PORT, R 34288 PH. 941-380-1574 tEEF p£� - GLAZING DETAILS 5A ADE 06105/07 o n: -ar—v,— CWS•159 D SHEET 1:1 30F9 INTERIOR • • • •• • • • • ••• • • ••• • ••• ••• • • •• • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALTERNATE FIN FRAM INTERIOR SECTION VIEW B-B 1 BDD 8W 44TH AVE, OCALA, FLORIDA 34474 WWW.gWS.CC .z� 4111 /2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL 342W PH.941.380-157A H££T DE f'iK%'t: SECTION VIEWS I ADE M05/07 CUPS-158 D ' SNEET 1:1.33 4 OF 8 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER z PVC FRAME FLANGE - H-60068 ° °wvCGuZegsxo'8-6oa4 2 PVC FRAME FIN - H-6006A SCREW SUPPORT P-ono FRAME CORNER QQWMUQnQN 10 COMER WELD (ALL SIDES) SCALE 1:6 r 1900 SW 44TH AVE 8300 PVC PICTURE WINDOW IMPACT LUCAS A. TURNER, P.E. FL PE # 58201 NORTH PORT, FL 34288 PH. 941-380-1574 EXTRUSIONS moo�. 14' MAX 8' MAX. T MAX. YOUT - F GE DP +{- 55 FSF 4• MAX. 4^ MAX. 6• MAXI €TYP. ANCHOR LAYOUT- (FIN) DP a/- 56 PSF NOTES 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION- ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD, 2, SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO SE 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 8. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMHAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED W000 MUST BE PROTECTED TO PREVENT REACTION. 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 SPKI`F1E®R.�AB�EiSHEffT8.i i •-- kft 6. INSI A&LATOHOREIt SDT S L[[jC TF e jOa%L BE R Aj1UTF LED CMU MAY INEYOND WALL CLING OR STUCCO. FOR UDE BUT DO NOT REOUREC7X WOODAU OPENINGS, BUCKS BETWEEN EMBEDMENT PRODUCT AND SUBSTRATE.D BUCKS, IF USED, INTO SUBSTRATE IN61ALLAT1p1�►s^ T04101-1-0•y CMtbRFQUI@F.THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: T FOR MASONRY, 1^ FOR WOOD AND METAL 9, W CiMAStNj OPXNgG, BU S NO CK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. S S TES SHJ WE Tk� MINT Lj 1 QrTH REQUIREMENTS AS SHOWN IN TABLE(, SHEET S. CONCRETE AND MAS5NRY SUBSTRATES MAY NOT BE CRACKED. 9. fEAUNi ANDFLASMING ATRATMIES f;)R OYERi,LL WATER RESISTANCE Of INSTALLATION SHALL BE DONE SY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: • FMA/AAR1,! 100 R* W IND(9W91, FMAJAAAN2MFLI\NGE WINDOWS), FMAANDMA 250(90X WINDOWS), FMA/AAMAANDMA 300(EXTERiOR DOORS) .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1900 SIN 44TH AVE. OCALA, FLORIDA 34474 www.CWS.CC $300 PVC PICTURE WINDOW IMPACT b LUCAS A. TURNER, P.E. FL PE 1115801 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-15?4 sT1esT ocsr.'RJP#M ANCHOR SCHEDULE. & NOTES 6 ! i5xm ADE 05/05107 cw c: j CWS-159 D I j SHEET 120 j 6 0r a 8" MAX. (TYP 6' MAX ITYF Ivr, MAX 4.G. (TYR.) NOTES: ANCHOR LAYOUT - (FLANCaEI DP ,d- 66 PSF V MAX (TYP. 4- MAX. ITYP.! T MAX O.C. (FYP,) INSTALLATION ANCHOR(TYP.) ANCHOR LAYQUT - (FINI DP 4- 65 PS'F E2 INSTALLATION ANCHOR(TYR) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/16' iS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE I, SHEET 8. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, 5, INS'i4i.l.Aiwb ANGHQRS SHALL BE IV ACCpQDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED RNaABLE %t SWEEi8. • • a tom• Lq7 p�0 •��SS•0� • • 1�•ET• g•,QFii? EMBEDMENT SHALL BE BEYOND WOOD S 91 i LAYibNS T 10L CC RECNl0$ T UTtySE OF X H BUCKS BEST INCLUDE DEN TUT DNOT HE REQU T AND $s OAD�BUCKS BETWEENING OR STUCCO, FOR CONCRETE/CMIJ NTHE PRODUCT AND SUBSTRATEBUCKS. €F USED, INTO SUBSTRATE. 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL 13E MAINTAINED BETWEEN ALL FASTENERS:3' FOR MASONRY,1- FOR WOOD AND METAL B. VOWS ORMASOWPY OP&AlIGS, BU*S74ND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, S:BST TES SH:LLtEET jTft MINIM1:dSTIENPTH REQUIREMENTS AS SHOWN IN TABLET. SHEET 8, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, 0.SEALINL FL4AING:TP4TeGIE510,9 CtEFCkLL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: • FbWAAMA 100(FI61 WNNDOWS), FMAIAAMA 200("NGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMAIAAMA'WDMA 300(EXTERIOR DOORS) ••• • • • • ••• • • • • • • • • • • • • • •• s• • • • •• •• ••• • • • ••• • • WINDt7W SYSTEMS a 1900 SW 44TH AVE, OCALA. FLORIDA 34474 W W W.CWS.CC sm PVC PICTURE WINDOW IMPACT z7- LUCAS A. TURNER, P.E. FL PE # 58201 1239 3ABARA AVE, NORTH PORT, FL 34288 PH.941-380-1574 fEETbl�N:............- ANCHOR SCHEDULE & NOTES IAWN Y GATE: ADE 05/05/07 vG r. R . � _ ...... CWS-159 D 'aI SHEET 1:20 7 OF 6 1 MIN. EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 114" MAX SHIM- -MIN. EDGE DIST. i SEETABLE I SUBSTRATE BY OTHERS.... _ ._....... SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE I INSTALLATION ANCHOR 0Y INSTALLER SEE TABLE 1 INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 114" MAX. SHIM INSTALLATION ANCHOR SEE TABLE I SEALANT BEHIND 1/4' MAX, SHIM FLANGE BY INSTALLER PERIMETER SEALANT yy I BY INISTALLER MIN. EMBEDME INSIDE AND OUT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE I MIN, EDGE DIST. SEALANT UNDER SCREW EE TABLE I A VERTICAL SECTION HEAD BY INSTALLER a "-a - nn: c i"""adn�.�.......- SEE TABLE 1 MIN. EDGE DIST SEE TABLE I MIN. JEDIST, 1/4' MAX. SHM- SEE TABLE 1 '- PERIMETER SEALANT BYINSTALLER INSIDE AND OUT ----SEALANT BEHIND FLANGE BY INSTALLER i B HORIZONTAL SECTION_ B TYPAL JAMB ANCHORAG TABLE is APPROVED INSTALLATION FASTENERS CONCRETE (2.0 KSI MIN.) ANCHOR TYPE IN. 1.112, 1-118" 3/16" T(W TAPCON R ROUT -FILLED CMU (117 PCF Mk) wis- TTW TAPCON •N !FLANGE E ( SI IN 3118'£LOO ULTRAC O_N 1' 1' GHOUTiFiIlE� CMU }iSIM C490) 3115'ELCOULTRACON I-114" 29 MIM, SOUTHERN F04E qs=asSr • 3/1S"ITWTAPCON1-318"• OR ELCO ULTRACON 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3i8- 718• FLANGE 16 GAUGE (0.060') MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 RL KWKWIKFLEXOR T1VY TEKS SELF-DRII,uNG SCREW FULLTHREAD THRU tow 7115 RANGE • • • 1/0' Pj ( MIN') • • I/S` STEEL (33 *SI MIN.) • • • #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULLTHREAD THRU 0.125' 7/16" M : PIP E 9,55 • RBWOOOSCREW 1.112" W15' ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • VVINDCA+V SYSTEMS (i,+� SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLET OCALA, FLORIDA 34474 WWW,CWS.CC 8300 PVC PICTURE WINDOW MIN. EMBEDMENT SEE TABLE I IMPACT %=S4� INSIDE AND OUT . --INSTALLATION ANCHOR SEE TABLE 1 BEHIND FIN 0Y INSTALLER ; LL Y W 2 f- W w w CC < < -SEALANT C HORIZONTAL SECTION B TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION � I a N a j ry # _...._'yl m015 _ LUCAS A. TURNER, R.E. FL PE # 58201 PERIMETER SEALANT------"' 1239 JABARA AVE. BY INSTALLER INSIDE AND OUT NORTH PORT, FL 34285 D HORIZONTAL SECTICN PH. 941-3W-1574 T. E3 '*IPT—.........—.._. B BOX FRAMEINSTALLATION 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: ADE1 05105107 - MIN. 1/4- FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED RED-- INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WWDOWS. CWS-159 D SHEET 1:2 8OF8 Florida Building Code Online Pagel of 2 .�..-_,..._±.. ..�--..:..mow. {� i aCIS Horne I Log in i User Registration Hot Topics Submit Surcharge &MISS Fact s J{f rGM��t (u p�4» i'), 3�l # l! Product Approval Pr ssl USER; Public User tRegulation 6. ;?IyduU Approval Menu > Product or Application Search > Aookatfon List > Application Detar7 TAX,.... FL # FL6890-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 ekoss@cws.cc t✓.: .Y .t ^&5$. `ties .,..:s Quality Assurance Representative )ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or o Licensed Florida Professional Engineer Eli 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 bate 07/21/2020 • • • • • • Validated By Steven M. Urich, PE • • •••• •••••• • Validation Checklist - Hardcopy Received • • • i • • • • • •••••• • •••••• Certificate of Independence f • • • • • • • Referenced Standard and Year (of Standard) Standard•yeAt • • • AAMA/WDMA/CSA 101/I.S.2/A440-05 • • • • 'ice"` 02005 ••••• ASTM E1300-04 • • • • 2b64 • • • • • • • • • ASTM E1886-05 000000 2005• • • ASTM E1996-05 • Q005 • • • • • • • PA/TAS 201/202/203 • x$94 • • • • • see Equivalence of Product Standards • • Certified By http:Uwww.floridabuilding. orglprlpr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/20/2015 04/21/2015 04/23/2015 06/23/2015 f1 # Model, Number or Name Description 6890.3 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Lim of Use Installation Instructions Approved for use in HVHZI Yes Fl. I CWS-161 A- df Approved for use outside HVHZI Yes Verified By: Lucas A. Turner 58201 Impact Resistant., Yes Created by independent Third Party: Yes Design Pressure: +67,51-67.5 Evaluation Reports Other. 8400 Vinyl Casement, Large Missile, DP = +)- 67.5 Fl 6890 R5 AE DuPont PVB NCA a 3-0129 27 odf FL6890 R5 AE LvalReo W -161C (CA-8400. IMP).ndf psf, Max. size 37" x 72". Outer lite In I.G. to be fully FL6890 RS AE Ouanex (Milcron) N(A) 12-1017 02 odf tempered when used 30 ft. above grade in HVHZ. Glass Created by Independent Third Party. Yes complies with ASTM E1300-04. =30am Contact :; 1940 North Moores �L'gr� TalWh; F„��„7x99850-487-1424 The State of Florida Is an AIyEEO enVloyer. CAoyrioht 2d07-2018 State of F€prkla :: Prlaa Stato :! AA €"�# h t5=MM :: Rffund.StdiaA001 Under Florida law, *mad addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall in this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, P.S. must provide the Department with an email address If they have one. The emals provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an small address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click Imo,,. Product Approval Accepts: EN ffi f❑ Credit, _rF E ...... ...... ...... . . .. ..... .... • • • - http://www.floridabUding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 C.TRNER ENGINEERING & CONSULTING. INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 161C April 18, 2015 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed Iaminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44'b 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 the 5t' Edition (2014) 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, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-161C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1, -1A, -2, -2A, and NCTL-210-3674-1, -lA, -2, -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 10I/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-161C. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36" x 72" with 1 /8" (HS or Temp.) outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x 63" with 1/8" (Ann. or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS-161C • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. # 13-0129.27t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.02t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the St" Ed. (2014) Florida Building Code for use in this product. 0000 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acqudse, aefinanci�109 interest in Custom Window Systems or in any company manufacturing or distributing pw)& tsgfor which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a4imtietal interest' in any other entity involved in the testing or approval process of this product. • • • • . ' . ya<a+l y* Aw -'o 58?01 4/I 8/2015 • • • • • • Z it ; * Lucas:A. Twiner, Is E. S7p ; STATE op - to ; FLVE A 820 1Lucas A. Turner 20"4-20 11:59-04:00 ASEMENT - LARGE MISSILE IMPACT GENERALNuTES� ,,nE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) MAX. OVERALL 38 Ile AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS FLANGE WIDTH MAX. OVERALL FLAINGE WIDTH 37 UNIT WIDTH 37' UNIT WIDTH 2.GLAZING OPTIONS: (SEE n*eETm MAX. SASH WIDTH MAX SASH WIDTH x CONFIGURATION& ALL WINDOWS ARE OPEN ruOUTSIDE LEFT on 4, DESIGN PRESSURES: I TIVE DESIGN LOADS BASED ON TESTED PRESSURE AND -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATtONTEST PRESSURE, AND GLASS TABLES ASTME-130-04. OVERALL 5. ANCHORAGE: THE 33 lP3% STRESS INCREASE HAS NOT BEEN USED IN FLANGE THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION HIRGHT 64114' DETAIL. WIND LOAD DURATION FACTOR Cd_-1.6 WAS USED FOR WOOD NG �PRODUCTS APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE NOT REQUIRED. TALL FRAMES AND VENTS pou,WELDED, GLASS MAXGLASS UNIT OLD UNIT no o,msmsnMosLDESIGNATION Ca-8w00, n.THE DESIGNATION xanANmaFOmTnsroLuOw/wa: x~OPERABLE SASH MAX SAS 10. SECTION CALLOLITS APPLY nuALL ELEVATIONS m^SIMILAR HEIG SASH .T LOCATION. HEIGHT AliLucas A.Tume, ^--^ 3015-04-18 A22:00-0:DU | +---- oLAsmo +--- um)2: mGHTHINGED 'SHOWN GLASS DLO LEFT HINGED OPPOSITE RIGHT SHOWN nIGHTomGeOPPOSITE ° °°°°°°°~~ TABLE GENERAL NOTES & ELEVATIONS...,...l ,�OCATION MAX. UNIT SIZE bE§-G—N PRESSURE RATING IMPACT RATING 1900 SW 44TH AVE. 8400 PVC CASEMENT IMPACT �. � FL PE # 58201 NORTH PORT, FL 34288 1 GENERAL NOTES AND ADE 05106107 1 •• ••• • • • • • •• • •• • • • • ••• •• •• ••• •• • • • •• • ••• • ••• ••• • ••• • • • • or • • • • • • • • • • • • 1710' OVERALL if8' ANNEALED or TEMPERED 7f18" AIR SPACE �j &16' LAMINATED GIASS — — -...........- -- 718' OVERALL -- VW HEAT STRENGTHENED or TEMPERED 7118" AYR SPACE LAMINATED GLASS ..= I—«.—WIr 1i`5" ANNEAi.EDEAT STRENGTHENED .d50 DUPONT PY6 €NTE?I 4YER 090 1111PONT PV8 €LATER n"1'ER 118' ANNEALED V%* HEAT STRENGTHENED SIKAFLEX 582 OR i SIXAFLEX *52 OR PURFECT GLAZE "IA" - xd- PURFECT GLAZE "i+' l/ V EED EE) MAX UNUSIZE MAX POS. DP GLASSTYP 37' x 63" 1 +67.5 A 37" x 7Z' +67.5 B 1969 SW 44TH AVE. OCALA, FLORIDA34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT No 58201 yr i it STATE OF 41181201 b LUCASA. TURNER, P.E. FL PE 9 58201 1239 JASARA AVE. NORTH PORT, F[_ 342.8$ PH, 941-380-1374 GLAZING DETAILS IAWR E`f: A[E: ADE j 05105J07 CWS-161 C SHEET 1' [ 2{OF6 WiNDOW SMIE14SM: INTERIOR ® 1900 SW 44TH AVE. OCALA, FLORIOA 34474 W W W.CNtS.CC PVC CASEMENT ,$ n� _ IMPACT Ct I1 C? ,e Kn 4t T r"i2 u, Imo- ur' Lu 4 Q m . y 4 t 8 01 14 8 7 3 SB 4 SECTION VIEW B•B _ t> s i U W ci s............_ Ct Q o I > i. U m<D�. INTERIOR .. `Slilt/t/Pq/T+ #4�t f No �j k/ M*0 * I* BTATE or. z�- 411812015 i {bf- LUCAS A. TURNER, P.E. 1239.1ABAR AVE. NORTH PORT, FL 34285 • • • r`A• �65� • • • • • PH. 941-380-1 i • • • • • • • • •"'_ • SE@TlIlN VIEEVS•A-j • • • • • • • • • : • • : • • • • • ALTERNATE FIN FRAME SECTION VIEW'S tt AIDE 05/0&07 • ••• • ••* •� • • , tTE�aS NOT St€OWJiI FQR CLyIRitY: 0WG/: ;REY.: CWS-i61 ( G 2 +27, 3j, 31,�7-38• 2, 440, 54 • • • SCA ........_.,_....... • • • — ........... • • • • • ............ • .SHEET ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • 3 x C ac 1 ou� �ic"- 0W.-, go.- • • • 0 MIKRON- -_ 1 • NOTE: ALL EYTRUANS ARE ASUMINUM 606t-TS i-j,Ei CiHERWISE NOTED. ••• • • • • ••• • • • • • • • • • • • • 4 PVC FLANGE FRAME H-S030B 2 11!32'—�{ g� 7 2 114' 6 1/16" PVC SASH H 6008 171W 1 1 @l32• -L— SCREEN RAIL SIOE/BTM H-1592 PVC FIN FRAME H-W30A FRAME AND SASH CORNER CONSTRUCTION 7r32•• •�.- 27132" PVC GLAZING BEAD S 8084 CgpNER WELD (ALLSIDES) 1a 27t32'-...—..I .... 7illl" ... COIL, .062 X .656 COIL„ .05 X .437 P-4401 P-4050 17d32" -� it 1!t6" SCREEN RAIL TOPSIDE H-1593 L..... 352 SASH REINF. S-1505 7/32" SCREW SUPPORT P-3113 V WNDOW SYSTEMS LIQ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 wwWCws.CC 8400 PVC CASEMENT IMPACT �.: No 58201 ;`A' "o STATE OF .� z:- 4/18/2015 LUCAS A. TURNER, P.E. FL PE 0 582D1 1239.1ABARA AVE, NORTH PORT, FL 3428E PH. 941-380-1574 iTEF GESCRIFiION: BOM AND EXTRUSIONS SAWN RY. 5A1E: ADE 05/05/07 No E: PEW ..._._ OWS-161 c WE SHEET 2:1 4 OF 6 121i2' A 5- MAX. 6' MAX. 10" MA)C C (TYP.) ANCHOR LAYOUT- tFLANC3E) FOR UN€TS UP 1'J 3r x 72" Law 12 112' MAX. O.C. 6" MAX. (TYP.)- 6" MAX. (TYP.) - 14 3A4' MAX. O.C. (TYP INSTALLATION ANCHOR (TYR) 8" MAX. O.C. (._ 4" MAX. I YR! 4' MAX. (TYR: SEE NOTE 2 a" MAY, O.C. (TYP.) INSTALLATION ANCHOR(TYR) HINGE SIDE JAMB (TIP.} ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 3r x 77 8" MAX. O.C. (TYP.) - 4"MAX. MP,)-........_�`( ..SEENOTE2 r MAX. RIP.)-, � r MAX. O.C. (iYP,) r X INSTALLATION -- ANCHOR(TYP.) 8' THRU FRAME ANCHOR BINGE SIDE JAMB (T'YR) FOR LANs u UP TO 37" x &1" NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAIL ALLOWABLE SHIM STACK TO BE V4". USE SHIMS WHERE SPACE GREATER THAN 1116' 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 Sl IALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6, 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W 17H A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEET 6. •• ••• • • • • • •• 6. ANCHOR EMBEDMENT AAL:4E`=OND WALL DRESSING OR STUCCO. FOR CONCRETE�CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATI.7RS TO SO 1 C T GW&FILLGD CMU MAY INCLUDE BUT DO NOT REQUIRE I X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONST HO W RF�QIJIitE THE WSE OF•1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM C h4ER -TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENED: 3" FOR MASONRY, 1" FOR WOOD AND METAL 3, WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOAOS TO THE STRUCTURE. SUBSTRATESH ALL MEET THE•M1NBUi•STRENyTj14IiEQLYREII MENTS AS SHOWN IN TABLSHEET b. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, 9. SEALING AND LAS ING STF(tTEStES fiQP OVERALL WA;ERTiESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT" VERSION OF THE REFERENCE DOCUMENTS: FMAAAMA FIN+g11NDi7yVS),6MAIAAMA20A(FLANGEW%D2WS). FMhWDN1A250(BOXWINDOWS),FMAtAAMA/WDMA300(EXTERIORDOORS) • • • • • • • • • • • •• •• •0• ••• 0 • •• WINDOW OW SYSTEM$ V 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC No 58201 STATE OF 411812015 i LUCAS A TURNER, P,E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 342$8 PH,041-380-1574 ANCHOR SCHEDULE & NOTES ADE 05105/07 CWS-is1 O AlE—..........S. HEFT.. 1:20 5 OF $ MIN. EMBEDMENT SEE TABLE I —SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS INTERIOR 1/4' MAX SHIM-- „-- SEE TABLE 1 I+ --+ -- MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS MIN. EDGE OW. SEE TABLE 1 SEE TABLE t MIN. EMBEDMENT P�TALLATION ANCHOR PERIMETER SEALANT SEE TABLE i ......... ... BY INSTALLER SEE TABLE 1 ." " INSIDE AND OUT -"�� SEALANT BEHIND L� � FLANGE BY INSTALLER =' 1i4" MAX. SHIM `— PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INTERIOR ! INSTALLATION ANCHOR --.._-...-... .....+ B HOflR.ON7Al SECTION . .....fi TYPICAL JAMB ANCHORAGE SEE TABLE 1 (j SEALANT BEHIND u 1!4" MARL SHIM FLANGE BY INSTALLER .� PERIMETER SEALANT BYiNSTALLER MIN. SEE TABLE A BLE 11 INSIDE AND OUT SUBSTRATE. BY OTHERS / ! SEE TABLE 1 — f f i."— ...-.......MIN. EDGE DIST. E TABLE 1 HEAD BY INSDER TALLERSCREW A VERTICAL SECTION! HEAD BY INSTALLER ......g. TYP€GRL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS CONCRETE (20 KSI MIN,) WIT TTW TAPCON 1-112" 1-1/8" M CO.y1CRE46i{Il,851CSPUN • 311V ELCO ULTRACON 1" 1" UT -FILL C!� S Cy80)• • • 3l16'ELCO ULTRACON 1-114' 2-11Z 2X?A6N. SOdj-IEf: RWE;a=;55• • • • • • APOON OR C TLTRAC OR ELCO ULTRACON 1.318" 7/6" FLANGE A AIN. S RN PINE (0=0.55) 410 WOOD SCREW 1-3/w 7/6' FLANGE 16 GAUGE (0,060") MIN. STEEL STUD (33 KSI YIELD MINI) R10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL it#RFAD THRU COW 7116" FLANGE 1 e" 1R I. (6063- .) DR 4410 1 " S L (33 KSi MW.) • • • GRADE 5 SELF-TAPPINO ! RLuNG SCREW FULLTT READ THRU 0.125' 7/18" FIN XMIN. SPR E- % -FI G4.42 • • • WOOD SCREW 1-112" 7116' ••• • • • • ••• • • MIN, EDGE GIST. -- SUBSTRATE SEE TABLE t BY OTHERS 114" MAX. SHIM SEE TABLE 1 i t MK EMBEDMENT SEE TABLE 1 I PERIMETER SEALANT I BYINSTALLER INSIDETA AND OUT I INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER __C 6........ HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. B16) READ AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8400 PVC CASEMENT IMPACT No 58201 •., P tt STATE OFkt u ' / 4118f _..... r LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT ----'""' / / 1239 JABARA AVE. BY INSTALLER _ _ /// ,,, NORTH PORT, FL 34M INSIDE AND OUT PH. 941 ,SO-1574 D HORIZONTAL SEGTIONE-. B BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAXN : TE: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05105107 MIN, IX' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED Dw c INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-161 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS t SHOWN FOR FLANGE WINDOWS, 1:2 SHEET i 6 CIF 6 Florida Building Code Online Page 1 of 2 V-d3 Dopanito' SOS home I Log In :. User Registration Not Topics t Submit Surcharge ne t OSER! Product Approval ifl;£SSInttrPublic User Regulation /t'll•� � i�3''- i - v Stats&Facts 1 '..:b'cn #: •t.z j .:'.x :M' ^t p h�v.`, •.�•r �' "^ Product Aopr�val Menu s P i n > Avolcatfor; list > Application netaR FL # FL16736-Rl Application Type Revision Code Version 2014 Application Status Approved Comments Archived €�' Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekow@cws.cc Authorized Signature Koss Erin ekoss*cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 ekoss@cws.cc Quality Assurance Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Horizontal Silder Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Gb Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report • • • • • • Florida Ucense PE-58201 • • 0000 • • • • • • Quality Assurance Entity Keystone Certifications, Inc. • • • • • • Quality Assurance Contract Expiration Date 07/21/2020 000000 i • • • • • • • • • • Validated By Steven M. Urich, PE 0 0 0 • F6 Validation Checklist - Hardcopy Received • • • • • • • • • •••• • •• ••••• Certificate of Independence FL16;�3, 6 i2I ,C I " aiF:.fs_C+��,:_-.t).:._7_s_.(r'��?,�,�.•- • • •• •• •• •• •••••• Referenced Standard and Year (of Standard) �A 000000 year • • AAMA/WDMA/CSA/101/I.S.2/A440-08 • • 2008• • • • • • ASTM E1300-04 • • : 2Q�4• • • • ASTM E1886-05 • • • �ip5 • • • • • • ASTM E1996-09 • • • • 2006 • • • PA/TAS 2011202/203 199400 Equivalence of Product Standards Certified By http://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm6... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved CtlH A_ _f a_A F +. Method 1 Option D 04/15/2015 04/21/2015 04/25/2015 06/22/2015 FL ice Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ- Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL1673 R1 II CWS-8716 (HS-8200. 74x63, IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 RI AE DuPont PV} NOA 13-0122z1.odf FL16736 RI AE EvaiReo CWS-8718 (H5 -8200. 74x , IMPI.Ddf FL16736 Rl AE Quanex I ikro NOA t -IQ17 0 .ndf Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, III" x 63", XOX. Limits of Use Approved for use in HVHZ.- Yes Approved for use outside HVHZ.* Yes Impact Resistant: Yes Design Pressure: +60/-60 Otter: Large Missile, III" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16736 91 II CWS-869B fHS-8200 111x63. IMP).odf Verified By. Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AL DuPont PV 1 -0 29 27. f F1.16736 R1 AE DuPont SGP NOA 11-0624 02,odf FL16736 R1 AE kva$eg CWS-8695 (HS_8200. 111x63,, IMP). odf FL16736 RS AF Quanexx (Mi ra l NOA 12-1017 02 odf Created by Independent Third Party: Yes Hack Next rn.±tsrr us :: 1940 t1.413d f4otxne Susan. Tallahassee t 1721 The State of Florida is an AA/€S 0 employer. Coomirkitj 2007-2013;: Art]a5s€h€t;tV statement :; R4Rmd 5ulament Under Florida law, email addresses are public records. If you do not want you e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the ofke by phone or by tmd€tkmi mail. If you have any questions, please contact 850.487,1395. -pursuant to Section 455.275(1), Horida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, VS. must provide the Department with an email address it they have one. The emails provided may be used for official communication with the licenses. However email addresses ere public record. rY you do not wish or supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bsrt_• 0060 P pro�yd—c.xt Apprcwai Accepts: • • kZ ER 000000 svcuritymo Cnti1 • • • • • • • • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param—wGEVXQwtDqu8obl°/o2fiZm6... 6/24/201 S LINER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34289 Ph. 941-380-1574 FBPE C.O.A.#29779 Evaluation Report 871B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) 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 the 5"' Edition (2014) 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, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-871B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1 A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B Achieves design pressures of +1-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`" Ed. (2014) Florida Building Code for use in this product. Certification of Iudependence: I do not have, nor do I intend to acquire, nor will I ac; uir• *a finan ciaf • interest in Custom Window Systems or in any company manufacturing or distributing prod �c0t_s0 for wtitho • • this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a.f ggVjal interest• in any other entity involved in the testing or approval process of this product. 0000 • • _.li1IyMi7/ir_ • 00000 • 0.6 No 58201 A p 7'1 :� STATE OF 44r„ ram``°tS��1`++iAe� �'►"`; 4/18/20I5 ••••.: Lucas A. Turner, P.E. FL PE 958201. Lucas A. Turner 2015-04-18 22:21-04:00 ^ ORIZONTAL SLIDER - LARGE MISSILE IMPACT I THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT wymosommR EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE NVHZ) AND 1900 SW 44TH AVE. S RATED FOR WINE) ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINEO OCALA, FLORIDA 34474 751/4' MAX, OVERALL FLANGE WIDTH 2, GLAZING OPTIONS: (SEE SHEET 2) 74' MAX, UNIT WIDTH Woo PVC 33' GLASS DLU 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND IMPACT -POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES IN THE DESIGN OF THIS PRODUCT, SEE SHEET 5 FOR ANCHOR LU MAX. DETAILS. WINDLOAD DURATION FACTOR Od=l 6 WAS USED FOR WOOD 6. PRODUCT APPROVED FOR IMPACT PESISTANCE. SHUTTERS ARE' NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDE 0 TO BE LEFT 63. UNLATCHED DURING NORMAL OPERATION OF THIS PRODUGT, BUT Z MAX. 41UST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WIN m DS AND UNIT FLYING DEBRIS, 7. ALL FRAMES AND VENTS FULLYWELDED. SMALL JOINT SEAM SEALANT AX SASH USED AT FIXED MEETING RAIL AND HEADj_aILl_. HEIGHT 9,THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X . OPERABLE SASH, 0 = FIXED SASH DLO 5 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. e 5 11. EXTERNAL WEEP SLOT- 1/4'x I' LOCATED 4' FROM FJOTH END& I K= Lucas A. LUCAS A. TURNER, P.E. FL PE * 50201 NORTH PORT, FL 34288 GENERAL NOTES AND TAME OF CONTENTS ELEVATIONS GENERAL NOTES & ELEVATIONS SECTION VIEWS & GLAMWG WfjjLS 2 0 o 0 m". UNIT SIZE DESIGN PRESSURE RATING ADE 101101,13 ANCHOR SCHEDULE & NWES-to ..... 4 7 );63" 60 PSF LARGE MISSILE IM PAC 1 CWS-871 �4 i B ........... 0_5 7 . ........ T INSTALLATION DE7 — I LARGE MISSl!LE:'l!MPZACjT� SHEET INTEfliOfl • i ncnu AND SILL IS SIMILAR, HEAD IMPACT HOOK I TYR) MIDSPAN OF SASH (MME 35 & 36) P, 718" OVERALL 1/8' ANNEALED or TEMPERED 7116' AIRSPACE Sir LAMI it9' ANNEALED .094 DUPONT PVB INTEP,LAYER 110" ANNEALED PURFECT GLAZE "H' SIKAPLEX 552 UZ GLASS BITE 19CO SW 44TH AVE, OCALA, FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER IMPACT m� a Q Z; P, r�-I <<zEE ,�fC�Sf C3� h --Tjr Na :#= iO,ti STATE OF tut,.``,, RX 411112016 ........ _...... . LUCAS A_ TURNER, P.E. FL PE # 58201 1239 JAHARA AVE, NORTH PORT, FL 34268 PH, 941-380.1574 T DESCPTFM .... SECTION VIEWS AND GLAZING DETAIL I SECTION A -A HEAD IMPACT HOOK ANDVV JAM13 SWEEP LOCK LOCATIONS U AIDE 10110t13 • ••• • • • • ••• • •• • 120 • SNCTICMI C90 v.: • • • • • • • • • A�TERIgATE¢INFRAME {3LASSTYPE A CWS-871 g • t -1 • • • _ •.. • •SHEET . • a_.........a............_!.........! • • • • .__........... SCALE`....._.. 1.2 2 OF 5 ••• • • • • • •• ••• • • • •• • • • • • • • • ••• • • • • • • • •• •• ••• • • PART# H-1497 DESCRIPTION Reint. Sash Meet. Rall FF1699 Reinf, S.B.A./S.S.R, H-1836 Meet. Rail, Fxd. H-8052 Sash Top(Bot, Rail H-6048 Main Fr., SH, w! Fin., I H-6050 Sash Meet. Rail, PVC H-6051 Sash Side Rail, PVC H-6049 Main Fr., SM, voRg., P P•3029 Screen Pull Tat) 12 _ P-3218 IScreen Frame P-3228 Screen Spline, .155 Dia., Slk. 14 P-4754 Screen Frame Corner Key 35 P-3342 Seam Sealer, SM-5504 16 P-3352 Sat. ON- 85 Dur.. Va' x 511 x 2' 17 P-3429 Wstp., 0.270 x .187 back FnSeal, 18 P-3539 #8 x 3le Square TEK 2 Zinc r9 P-4730 #8 x 112" Truss PH TEK 2 Znc 20 P-3752 Cap Plug, 112" Hole 21 -3783 or P-5250 Spring bock, impact, PVC 22 P-4779 Rafter, Tandem 23 P-4051 ##8 x 1 1/4 Ph FH TEK, WN. 24 P-4069 Keeper, Impact, PVC 25 P-4479 Weep Corer wi Flap 26 P-4638 1#8 x 2 112 Ph Truss SMS 27 P-49M Rotary lock 28 P-4952 Keeper, Rotary Lock 29 P-4959 Wstp., 0.420 x .187 track FinSeal, 30 P-4633 Barrel Fastener 31 S•1112 Reinforcement, Head 32 S-1498 Ref. S.B.R.!S.S.R, to Hock, Head, :l Catch. Head, Lit S-6013 S-6064 101azing Dead • • • • GLASS SEE SNEET� VENDOR Mikron Mikron Mikron Summit Schnee Fasterof Fastenai M&M Interlock M&M Fastsnal Interlock M&M Mikron Alum a -- 9 .. r 1tz'.. Alum ........... a Alum -0 5 PVC 2 1111 e" 3 WI&' Ilia. 2 1/8' 1%I6" PVC PVC PVC }— I• t' L............_ PVC PVC FRAME FLANGE-6049 FIXED RAIL- 1836 ...._.. PVC FRAME Fl"049 i'-23lt8 135119' •13116 WITRutrtrer r—+}-- I 1a11Form ...� 4 7 1 " 1 5A3" 1 5r8• Y 6116 n Ins Ilia, tn6 Rubber PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-W51 PVC SASH TO'/8TM RAIL-6052 PVC FIXED RAIL COVER - 6063 Steel Steel 0 �8. Nylon �.'... `t 0 tf16'" SASH MTG, RAILA 407 Nylon I- 8.. I .16/16^ Steel ___ 3/4' 7 INyIMx1 Steel PLAN VIEW-7999 HEAD IMPACT HOOK-1999-----V18" Zinc SB.R.'S.$.R. • 7496 Znc 0 3110" O 1/t" Ste91 } at Atum 6" ��yl 7/9" Alum T" �... i........ Alum L Slt6` PVC GLAZESEAD - 6064 Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 112" '^•f 1/8"-1 Alum PVC ....®„ ...........� PVC yF�•-3" j�+1-112' 1t-111G' PVC SCREW SUPPORT-3113 PVC SCREEN CATCH • 6013 PVC PVC 5116• M2... PVC SCFIEEN SUPPORT- 8014 CORNER CONSTRUCTION CORNER WELD (ALL SMES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME , 2 iti/16 1n6" SASH RE1NF. -1699 /16" i+ 1 114" ROLLER TRACK - 1776 .L.... ....UU t/16' GLAZE BEAD -1112 3£8'•, t 5�1 -1l16' PVC ANTI -LIFT - 6005 WINDOW SYSTDMS 190D SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC am PVC HORZ SLIDER IMPACT .7 No 58201 #' Yt 'O STATE OF .zz 4111=15 LUCAS A. TURNER, P.E. Fl- PE # 58201 1239 JASARA AVE, NORTH PORT, FL 34288 PK 941-380-1574 [ ROM AND EXTRUSIONS I i ADE 1 10110/13 ITEMS NOT USE • • • • • • GWS-S71 B i I NOTE: ANL EXIRUSR)NS ARE ALaMINUM tRI63-T6 UNLESS OTHERWISE NOTED. SHEET • € • • • • • • • • • LE: • • .........� _•,•-• • • • _.......... 3 OF 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12 1,12- MAX. O.C. (TYP,) 5' MAX. (-.YP,)�� 5' MAX. fTYP,) i 17' MAX. O.C. (TYP.) -+� 3.. (TYP.) T,.3» (TYP.) (—SEENOTE2 �Id III f 1 II i' k � i 1 1 1 1 1 I ANCHOR LAYCXJT - [FLANGE) INSTALLATION ANCHOR (TYP.) 4" MAX. (TYF 4• MAX, (TYI 8" MAX. O.C. (7YP.) ANCHOR LAYOUT - (FIN) YYIN'ocw SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 IOTE2 WWW.CWS.CC Um PVC INSTALLATION HORZ. $UMR ANCHOR (TYP,) IMPACT NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1t4", USE SHIMS WHERE SPACE GREATER THAN 1tW 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, SHEET5, 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 BE PROTECTED TO PREVENT REACTION. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W ITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1. SIMLET a.• • • • • • • • • S. ANCHOR EMBEOMENTTtZ SUBSY TFe.A i L E f Y�YD:VA& PRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE, INSTALLATIONS TO SOLI J,ONC E R yR T• IL D WTU MAY INCLUDE BUT DO NOT REOURE I X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO 1-10�#WW C44W SEQ iRE THEsUSE OF 14K St"S BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, I" FOR WOOD AND METAL 8, WOOD OR MASONRY O E S, BUCKS�IND � ^W FASTFV&%S SH46LL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF REOORO AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL M EMINIMI j�F�yTREN *H REOUIVEMEb S" SHOWN IN TABLEI, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE. CRACKED. 8. SEALING AND FLASHING STRATEGIES Fcc ov4LL wATEFfRESi6TAA* CE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAtAAMA I OO;FIA WINDO",, FMAf^MA 209(FLANGE WlVbWS) F MAANDMA 250(BOX WINDOWS), FMAAAMAANDMA 300 EXTERIOR DOORS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No Sa201 STATE OF :.40: i��ry4�,+ 1dlw~ 411112015 LUCAS A. TURNER, P.E. FL PE A S8201 12M JABARA AVE. NORTH PORT, FL 34288 PH.841-3801-1574 ANCHOR SCHEDULE AND NOTES 5hAWNBY: VAT : '....... ACE 10/10113 OWS-871 B ALE: SHEET 1.20 4 OF 5 TYPICAL HEAD ANCHORAGE MIN, EDGE DIST, SEE TABLE I SUBSTRATE' By OTHERS SEE TABLE f MIN, EMBEDM8 PERIMETER SEALANT SEE TABLE I BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 11V MAX SHIM INSTALLATION SEE TABLE 1. 114�' MAX. SHIM SEALANT BEHIND FLANGE By INSTALLER _T PERIMETER SEALANT _T MIN. EMBEDMEW BYINSTALLER MSEETABLEt SEE TABLET INSIDE AND OUT ....... . .. —A. SUBSTRATE BY OTHERS SEE TABLE I ..MIN. EDGE DIST. MIN. EMBEDMENT SEE TABLE I I SUBSTRATE By O 1W MAX, SHIM----! SEE TABLE MIN, EDGE DIWST... SUBSTRATE SEE TABLE I By OTHERS V"Noow sywmm I 1900 SW 44TH AVE. 11W MAX SHIM SEE TABLE 1 OCALA, FLORIDA 34474 wvvw,cws.cc EDGE DI$T. . .......... SEE TABLE 1 MPVC INSTALLATION ANC7HOR— t SEE TABLE I HORZ SLIDER MIN. SEE TABLE EMBEDMENTI IMPACT PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTtpN TABLE 1: APPROVED INSTALLATION FASTENERS FRAME _§ MPZ RGE — CONCRETE (2.0 KSI MTV,) ANCHOR TYPE 1-112" "mwom-siz. 3116' rTW TAPCON r�1pnI.rr.E"-Pr) CMIJ 1117 PCIF MIN I FLANGE CONCF ,TFfLCO ULTRACON FLANGE GROUTFI"DCMU{ABM C" 3AWELCO ULTRACON 1-114" 2-112' FLANGE 0 PX MIN, SOLITHBIRN PINIP(GAD• • • • 0 00* :: 3116tgW TAPCON CC& LCO ULTRACON W8- FLANGESOUTHERN 2X MIN. S ERIN PIE (G-0,65) ! 10 WOOD SCREW —ITS' 71W FLANGE 16 GAUGE (O.OW) MIN, STEEL STUD (33 KSI YIELD MN; .10-16 HILTI KWIK-FLEXOR rTW KS SELF-DRUJING SCREW FULL THREAD THRU 0.06V 7116, FLANGE 1 18' ALUM. V6T-11, DIR) ONO ,IS- STEEL (43 KSOMIN.) & • 0 GMAaP 5 SELF -TAPPING RILLINGtCREW L- L THREAD THRUI0.125" — 7116* FIN 2XMN. JaJTHERJ lNi?(G..n WOODiSCREW 1-112" 1/2' ..... .... L .......... PERIMETER SEALANT By INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 —SEALANT BEHIND FIN BY INSTALLER (_G'} HORIZONTAL SECTION TYPICAL —FIN ANCHORAGE HEAD AND $14.L SIMILAR FOR FIN INSTALLATION zp-7�.f N6 56201 -..pj STATE OF vxzz__z 4L, ASAWWEP.E. FL PE 582ol 1239 JASARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 > BY INSTALLER PERIMETER SEALANT--- - - - INSIDE AND OUT 1��IZONTAL SECTION K,I,l BOX FRAME INSTALLATION HEAD AND SILL 61MILAR FOR BOX INSTALLATION _FH L%T DESCttTthiiTiN INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY. — - l-— OAT : E. -MIN. 'lle FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWSSCAU: ADE 10/10113 CINS-871 B 1 :2 . ...... — SHEET 5OF5 Florida Building Code Online Pagel of 2 Ap0(�g' a eRr,(j�,Qrgj eCIS Fbme I Log in UW Registration Hot Topics Submtt Surcharge Stats & Facu q U,711 [C. $ tt yy99 z'9 Product AplirOY#Il i t:JLi 1 1 0000"" USEW Public user 1 p } t�tI .gulat o i Product Aocrovai Menu > i n Search > Aontkation List > Appl on Oil �y FL # L14650-R2 Application Type Revision Code Version 2014 Application Status proved Comments Archived L Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss0cws.cc Authorized Signature Koss Erin ekoss*cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 ekossl@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Category xterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas Turner the Evaluation Report 6000 Florida License PE-58201 • • • • • • • •. • • • • Quality Assurance Entity Keystone Certifications, Inc. *..a • • • • Quality Assurance Contract Expiration Date 07/21/2020 • • •••••• • •••••• Validated By Steven M. Urich, PE • Validation Checklist - Hardcopy Received • • • • • • • •' • • • • •••• • • • • •• ••••• Certificate of Independence • i • • • • • • • • • • • Referenced Standard and Year (of Standard) •• •• np datd •• •• •••••• • ,S AAMAJWDMA/CSA 101/I.S.2/A-440 • 0 200� ASTM E1300-04 a • *we,* • 600000 ASTM E1886-05 • • • 2005 • • • • s ASTM E1996-05 040 • 0 aftQ5 • • PA TAS/201/202/203 1994 0 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?para.m=wGEVXQwtDquH 1 FzfePouW... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/20/2015 04/23/2015 04/25/2015 06/23/2015 FL # Mil, Number or Name Description 14850.1 FD-8750, Impact. FD-8750 French Door, SD-8700 Swing Door, SLT-8710 Sidelite, Impact. Limits of Use Instaliation Instructions Approved for use in HVHZ: Yes FL14850 R2 II CWS-6415 (FD-8750, IMP),Ddf Approved for use outside HVHZ: Yes Verified By: Lucas Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design pressure: +70/-70 Evaluation Reports Other: Large Missile French Door w1 Sidelights, Max. FL148SO Ri AE DuPont PVB NOA 13-0129 27.0f EL,14850 R2 AE DuPont SGP NOA 11-0624 022 pdf French Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight FL14850 R2 AE EvalReo CWS-641B (Fll-8750. IMP)y f 3' x 81, DP +1- 70 psf. Glass complies to ASTM E1.300-04. FL14�5Q R2 AE Ouanex (Mikron) NOA 12-1017 02.0f Created by Independent Third Party: Yes back Ncri Contact Us :: 194n North £worms 5tr t; Taaahau:.n Ft 3%399 The State of Florida is an AAJEEU employer. Cmmvriaht 2QQ'-2A1'i eke of f3orloa.:: priva: v Stattmekrt ::6=151lillity SUmment:: Behind Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-mcords request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional nail. If you have any questions, please contact 850.487,1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The amailc provided may be used for oflkial communication with the licensee. However email addresses are public record. If you do riot wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine Ir you are a licensee under Chapter 455, P.S., please click hffit. pmdimt Appm al Accepks; l 0 1 AFE • •••••• • • ••••• •• •• •• •• •••••• • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH1FzfePouW... 6/2 /2015 UT NFR. ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 641B April 18, 2015 Product Description: Series SD-8700, FD-8750, SLT-8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 440' 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 the 50, Edition (2014) 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, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-641 B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3761-1, -IA, -113, 4C, -2, and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641 B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-641B. Limitations of Use: This product: • May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 97" Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS-641B + Achieves design pressures of +/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-64IB shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. • Requires Dupont SentryGlas Interlayer per Miami -Dade N.O.A. #1 1-0624.02t • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #13-0129.271 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. # 12-1017,02, t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and fi1x1• • • • that they comply with the requirements of the 5`s Ed. (2014) Florida Building Codefor^ in this-* product. • • • ; • • •; • •••••• • Certification of Independence: I do not have, nor do I intend to acquire, nor will I a,!V?e,% financial* interest in Custom Window Systems or in any company manufacturing or distributing prod*cis for w� #h *+ this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a mane ial interest • in any other entity involved in the testing or approval process of this product. • • • • tv xfr► • • • coy ��*w�✓�e�1"� ,��M;"`�"�,�{,i "irk • �•-'" • r» Na 582t140%4/1872015 ••••.: r Lucas A. Turner, P.E. FL PE #58201 f'P STATEOF ; 14U Lucas A. Tumer 79" MAX. FRENCH DOOR WIDTH 37 5t8' MAX. PANEL WIDTH 26 518" GLASS DLO 17' I AAX. )NIT {EIGHT. I 95306. M X [ PANEL HEIGHT € +............. ' 84 '16" GLASS DLO I SEE NOTE 4 I 11 FRENCH DOOR •• ••• • • • • • •• • ••• • • • •• GENERAL NOT?S &• ELEVATIONS_-.....1-3 GLAZING DETAILS....................................4 SECTION VIEWS ......................... 5-7 1 BOM............................................... 8 EXTRU910NBl.!............. 0.......±:.+:�.::::9 ; • � ANCHOR SC OTWs.....*...... 10 • INSTAL a4TIOIg DET4 ...........1 T"143 or . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . mrajawmia ■ r 36 W18" MAX. SIDELITE WIDTH 33 5,W MAX. - PANEL WIDTH 22 50 —.... GLASS DLO D 1 --) M MAX. UNIT E HEIGHT 94 518" a D - FLUSHBOLTON I Q t2 MAX, INACTIVE PANEL I I PANELHEIGHT! # j I 83 5t8"GGLASS (( i D C 40" MAX. SINGLE.....;., ..._ DO{:?R W IDTH .......__.................... LC-........ f-. ................ i 37 Srr MAX 12 jw---" j PANEL WIDTH I SIDEL€TE 26 SM* ................ I A GLASS DLO ; . ...................... "--A. NOTE: 8112" HINGE SPACINGS ARE 8-1,12' 8T I FROM ENDS AND 20' MAX. O.C. MAX I 20" FOR 81"T097" UNIT HEIGHT. UNIT HEGHT 953ft6" M MAX. I X B PANEL i HEIGHT GLASSDLO N JE a 1 Pd MAX. PANEL SIZE DESIGN PRESSURE RATING 37-5/8" x 95-3/1 B" +/- 70 PSF 33-5/8" x 94-5/8" GENERALNOTES: (Q f}} 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED wIN00w mEce TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT 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 U474 IN ASTM E 1996 PER THE FBC. 4VW W.CWS.CC .... 2. GLAZING OPTIONS: (SEE SHEET 4) I 3, CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING 8M/10/50 PVC WiSIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) SWING DOOR WSIDELITE(S), SIDELrrE NOT ATTACHED. I IMPACT 4. LOCK OPTIONS: UP TO 178': A. DOUBLE BORE WRWO (2) INTERIOR FLUSH BOLTS. HANDLE SET Cif 38" � �._ S. MORTISE LOCKwf TWO (2) INTERIOR FLUSH BOLTS. � � o HANDLE SET @ 34" C. AAULTEPOINT #4 PT,) HANDLE SET @ 34" ABOVE Wr: .............. U A, MULTIPOINT (5 PT.) o < HANDLE SET 0 34' `� m � LL:LL 5. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE ANDcc wI O I� GLASS TABLES ASTIR E-1300-04. u -POSITIVE DESIGN LOADS BASED OR 1 TESTED PRESSURE, WATER l o INFILTRATION TEST PRESSURE AND GLASS TABLES f i ASTME-1300-04. iW ....... .. �.........'L7 8. ANCHORAGE: THE 331P3°d STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 11-12 FOR ANCHOR to d Q DETAILS. WINDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD t.- z ANCHOR CALCULATIONS, o*011talm" `t.4ppOREW j�ri4 7.PRODUCTSAPPROVEDFOR IMPACT RESISTANCE. SHUTTERSARE �s� r.-;*8eAE�'e;Sp°iy NOTREQUIRED. y+J't •Z y a; No 58201 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 9. SERIES / MODEL DESIGNATION SD,8700, FO-8750, SLT-8710. :COL STATE OF 1',Wy 10 XN OPERABLE SASH, --TE DESIGNATION X AND 0 STAND FR THE FOLLOWING: FIXED SASH •�iri (}fyA q a4�'�, 11. SEECCA ONN CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR _at.te�2als _ 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A. TURNER, P.E. SEVERE WEATHER. FL PE # W201 13. QUALIFIED ALTERNATIVE LOCKSET!DEADBOLT HARDWARE IS 1239 JABARA AVE. GRADE 2 BY PAMEX AND DELANY, NORTH PORT, FL 342M PH. 941-380-1574 14. MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED ORsHEe T OESCRI .ry .._ram _.....__ NON -MULLED UNITS. ...� GENERAL NOTES AND ELEVATIONS IMPACT HATING Lucas A. Tumer v2s—:—aa.. 2015-04-22 1 ADE 1 09/08111 LARGE MISSILE IMPACT 10:26 04:00 OWS-641 E B scan E' SHEET _ 1'35 1 OF 12 -- —151ae^ MAX. UNIT WIDTH 36 DELI" MAX. - WiR1001N S7STQ43 SIDELITE TE WIDTH MAX. FRENCH DOOR WIDTH w 'NO SW 44TH AVE. I OC:ALA, FLORIDA 34474 33516" 37&W MAX-i WVYW.CWS.CC PANEL WIDTH I �I RANEL WiDTHi I i..... ._._,„...,. _. .. 8700/10/50 PVCMAX. SWING DOOR UNIT .... -- a ;; ' IMPACT ELITE j GtfT j 83 5,'8" SIDELFE £",.LASS 0 I j� x x a {} b SOLTN ON84 € SEE INACTWE ? ROTE 4 PAS"'L I' i 1 PANE ' iHEIGHTo: 3. , & DOUR GLASS � € ; L � �� cs ¢ DLO SHTI DLO i i wl0 265;r GLASS DLO GLASS € Ln III FRENCH JCX1R aa,'S16ELITE;, K.4 —1153?f"c" MAX,UNITWIDTH-- 363115" MAX. . ...... t 7S SiDELiTE WIDTH MAX. FRENCH DOOR WIDTH 33 51T MAX, ..............:..............._ .I. _. _�._......_.__....._........................37 ,:d3" MAX. PANELWIDT�i "`' DOOR WIDTH 97^ MAX. UNIT E HEIGHT 94 SIT, SIDELITE 0 HEIGHT t PANEL ^ �. tt L� F..(-HT 93 I • • • �61DlrLl'7� • • • • BOLT 843i£` GLt�i• • • • SEE NICT€VE DOOR • • • iLOi • I • • • •; • • NOTE 4 PANEL GI ASS • • • • 6HT1 DLO • • • • •_I _ ! • •,� • - 26 511, • j;64&S DLO• • • • GLASS DLO • • • • • • • • • • FRE1iCH 90M wJ`SIDLITE • •• • • • •• • • or 0:0 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • -763118" MAXUNITWIDTH 38 3!i 6^ MAX 40- MAX. SINGLE ..... SIDELITE WIDTH ' DOOR W IDTH 33 W87 MAX. ----37 SV MAX .... j PANEL W IDTH DOOR WIDTH Y ...._. g7 I 3 MAX, UNIT HEIGHT' E g45,V: 653ft6" SIDEL(TE HEIGHT " Q X PANEL HWH T 64 : fig' SIDELITE DOOR I LASS NOTE 4 GLASS DLO {{ SHT1 DLO -........... _ —i ._ 22 51II" r-.......N 26 5M" GLASS DLO GLASS DLC? SINGLE DOOR *SIDELITE 41'6.R4--..........._ LUCAS A. TURNER, P.E. FL. PE #5$2tS1 1239 JABARA AVE. NORTH PORT, FL 34283 PH. 941-MO-1574 SHEET DESCF2€PTIOh. GENERAL NOTES AND ELEVATIONS �D A'9.WSY: 'i N:rU: ADE coloa11 t CWS-641 6 scnlE: — SHEET 1:35 2 OF 12 40' MAX. SINGLE -t DOOR WIDTH 37 &W MAX. PANEL WIDTH 26 "" GLASS DLO MAX. UNIT HEIGHT' 793f1w PANEL HE I sa all a"11 81)2 , 7 NOTE: HINGE SPACINGS ARE 8-1/2' FROM FLUSH BOLT 21 5116- ENDS AND 21-5/16' MAX. A O.C. UP TO 81 UNIT HEIGHT. x —T SEE NOTE 4 SHT 8112 79' MAX. FRENCH DOOR WIDTH 3SW16' MAX.. SIDELITE WIDTH 37 &a' MAX . ......... ..... 33 sAr MAX . . ................ PANFLWID TH PANEL WIDTH 26 5ig" P2 518' GLASS DLO GLASS DLO 81" MAX. 1 UNIT HEIGHT FLUSH BOLT MAX UNIT HEIGHT 79 3(16" PANEL HEIGHT 78 SW' 1 PANEL HEIGHT 1 GLASS 67W SEE 111 GLASS NOTE 4 DLOOLO SHT I = SIDELITE FRENCH DOOR ................ - 1513JV MAX UNIT WIDTH 36 3116' MAX. 19' MAX. FRENCH DOOR WIDTH SIDCUTEWIDTH 33 518" MAX PANEL'NIDTH PAlIrLI111111111 81" FLUSH MAX. BOLT UNIT HEIGHT 78 &S' SI ELI rEj 0 H E CHIT Io 67 SEE GLASS NOTE 4 DLO • o *so 6'j L S14T f 0 162;? 114 0. 0 0422- D;o 0 0 GLASS 01-0 000 0 0 0 FRENCH DOOR w/SIDELITES • 0:0 oe: 0:0 000 • 000 : 00 : o 0- . : : 0 00 • 0• 00 0 0 --- - - , 0 : : : :0: o • • 0 0:• 00 :0 :0 0: :•:• 0•0 • .0 T 793ilg' DOOR PANEL HEIGHT DOOR GLASS �-- 112 31W MAX, UNIT WIDTH 36 3115" MAX, 1 SIDELITE WIDTH - . . ........... j 40* MAX. DOOR WIC 33 50 MAX, 37 W* MAX . .............. PANEL W90T4 PANEL Wj'T'j i AAX T— IN r --FLL)SH BOLT iEIGHT DOC 78 SIB" PAN! SiDEUTE i HEIGHT 0X 0 HEIr- 67 SIDELITE GLASS DLO 8 V16 DOOR GLASS D t . ...... . ... L22 SV�: 2,5 &W ULA55 DLQ GLASS DLO SINGLE DOOR WISIDELITES INGLE CH MOO SW 44TH AVE. OCALA, FLORIDA 344.74 Www'CwS.Cc 8700110/50 PVC SWING DOOR IMPACT ...... .... . LUCAS A. TURNER, P. E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL 34268 PH, 941-380-1574 T9FRMFIOr—ON — GENERAL NOTES AND ELEVATIONS AWW-8Y DATE: ADE D9/081111 CWS-641 a SHEET 1:35 3 OF 12 — 1" OVERALL -» TEMPERED °- ..........3t1S" 511T AIRSPACE «S ....... 1f2" LAMINATED —all 6' ANNEALED 1i35 DUPONT PVB !NTERLAYER 31':6' ANNEALED I HENKEL imwEc,r GLAZE "ti' 5m GLASS TYPE A • •• • • • •• • • •••_. ..................... • • . . . . . . . . . GLASS TYPE B VER ALL GLASS TYPES MAX. LROT HEIGHT SIDELITE SINGLE FRENCH 81' A A A 97, B B B ED ED �D .LASS IONOPLASTINTERLAYER D TEX 552 or JRFEGT GLAZE 'I-' no ?900 SW 44TH AVE. CGALA, FLORIDA 3"74 www.cws.C:; C •411 . , _® STATE OF LUCAS A. TURNER, F.E. FL PE # 582U1 1238 JABARA AVE. NORTH PORT, FL 34288 PFI. 941-380-1574 GLAZING DETAILS V NiY-HY: 'I)AY€: - ADDEE �39io6111 Y6 f: fffo ...__.....__ CWS•641 B — ................ .......... uE: € SHEET 1:1 4 OF 12 ................ ........ ........ .. ......... INTERIOR 0fltA7%Ci[U/UUti W1149 Symmms 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CwS.CC �'l. 77tt rn! /►/�/� tI/t.......... .! 4 j 87W1�1iiJV PYV i jr+ SWING DOOR IMPACT 9 ...........'^ Lu .1 wa m I- n. � C31 4. 49 a o SECTION VIEW 13-13 a m d O aaa"`01ReEe� ft . lNTEREOA iaa+y PS;...... T�is�� iv No 58201 'fi1s�t ALTERNATE 1 ALTERNATE 2 x q ; q, !j? STATE OF f+u Mill O 1. 43 411812015 MORTISE LOCK wl FLUSH BOLT LUCAS A. TURNER, P.E. { MULTIPOINT LOCK FL PE # 58201 .................- 1239 JABARA AVE. NORTH PORT, FL 34268 1 • • • • • PH.941-380-1574 ;; SHEEF iSPS{:RIE�'Ttp4; • • • • SECTION VIEWS ��'a�• • • •• —" • • '6 SINGLE DOOR ' 11 PATE: C A JBY: '........ ....._... ITEMS NOT SHOWN FOR CLARITY: E 55 0 61 10-12, 1. 3, 15-17, 22, 43, 48, 54, 57.58 ADE 09108111 • • • • • • • • • ITEMS NOT USED IN VERSION SHOWN: owr • • vC`%ION:ItW A -A • • • 2.3, 8-9, 15-16, 25-28, 30-34, 35.40, 43, 52-53, 60, 62, 65.66, 72, 76 GWS &41 $ • • • • • • • • • • • SCAtE: • • • • • • • • • • SHEET ••• s_*_ ............• • ......... • 1:2 5 gF12 Or 0:0 • • • • • • • • • • • •• •• • • • • •• •• ••• • • ••• • • •• ••• • • • • • • • • • • • • •• • • • • •• ••• •• • • • •• NOTE: VERTICAL SECTION SIMILAR TO SINGLE DOOR, SEE SHEET 5 • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SECTION VIEW CC ITEMS NOT SHOWN FOR CLARITY: 10-13, 15-17, 22, 26-28, 36-39, 43, 54, 57 ITEMS NOT USED IN VERSION SHOWN: 8-9, 15-16, 25, 40, 42, 45.46, 48, 52-53, 58, 80, 74, 76 WINDOW SYMMS I1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT No 58201 STATE OF z� LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 EET MSCRU'TON: .............._. SECTION VIEWS FRENCH DOOR AWN ADE Mow R T... ....... REY.: CW S-641 B ALE: SHEET 1:2.5 g OF 12 ERI SECTION VIEW E-E SEALANT APPLIED TO ADJOINING FACES By INSTALLER INTERIOR #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM it mAx. o.c. . ......... t6 SEALANT APPLIED TO 910-24. 1,V4—TYPE F ADJOINING FACES THAU HINGE INTO SIDELITE AT EACH HINGE, BY INSTALLER SEE SHEETS I & 3 FOR HINGE SPACING, ITEMS NOT SHOWN FOR CLARITY: SECTION VIEW D-D 10-11,16,22,28,43,57 ITEMS NOT USED IN VERSION SHOWN: 20-21,23-24,26-27,30-39, 41, 44-46,48-52,54-56,58,61, 63-71, 74-76 ............. . ......... 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW'cwS.cC 8700/10/50 PVC SVWNG DOOR IMPACT No $8201 STATE OF LUCAS A. TURNER, P.E. FL PE # 582o1 t239 JABARA AVE, NORTH PORT, FL U288 PH. 941-380-1574 SECTION VIEWS ATTACHED SIDELITE ORAWN BY: IIAM ADE 09/08/11 FDW SHEET 1:2 7 OF 12 PARTS LIST PARTS LIST �y'q—p,^,� // n/t(C�f�jm}7(yr1 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA34474 WWW.CWS.CC ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR I H-TW3 MAIN FRAME, HEAD ALUM K YMARK 5t P-5131 ASKET, DOOR L L, BACK FOAM HO PRODUCTS 2 H•1857 RA AL, INACTIVE, FD, PVC ALUM YMARK 52 P-5134 SCREW, #10 1 314' FLAT SOUA TYPE F @ HINGE FASTS L 3 H-1858 ASTRAGAL, AC , PV ALUM KEYMARK 53 P-5151 GASKET, SIDELIIE FOAM HO PRODUCTS 4 H-1860 REINFORCEMENT, VE T. ALUM KEYMARK 54 P-5157 SCREW $10-24 x 1/2', FI Undercut PH, 18.855 KEEPER FAS NAL 5 H-1861 REINFORCEMENT, HORIZ ALUM KEYMARK 55 P-5158 SEAL RUBBER TEAM 6 H-1878 MAIN FRAME, SILL ALUM KEYMARK 58 P-5172 WSTP, .370 X.187, TRI FIN, BLACK ULTRAFAB _....... _ 8M10150 PVC SWING DOOR IMPACT I 7 H•1880 MAINFRAME, JAMB ALUM KEYMARK 57 P-5174 SCREW #8 XS/4' HEX WASHER HEAD, ® FRAM FASTS 8 K1881 MAINFRAME, SIDELf1E 0 DOOR ALUM KEYMARK 58 P•5186 SCREW #6-32 x 1-1/4" PH,FL M , SS @ PWNGER SS FASTENAL 9 H•1900 MAINFRAME, SIDELTTE {ql JAMB, HEAD, SILL ALUM KEYMA K 59 S-1783 THRESHOLD, HIGH RUSE ALUM KEYMARK 10 P-3039 SETTTING BLOCK, 118X 1 X2 FRANKLOWE 60 S-1784 INSERT, REINFORCEMENT ALUM KEYMARK 11SIAKFLEX552 or PURFECTGLAZE'H" SI HENKEL 61 S-18% COVER, JAMB ANCHOR ALUM KEYMARK 12 P-3503 SCREW #8 X 1/2' PH TRUS SS @ASTRAGAL CAP FASTENAL 62 S-1816 COV ,JAMBS, HEAD, ILLIDELTTE ALUM YMARK _ ^ w q� p+ 13 P-3511 SCREW #8 x 5/8' SO. PAN TEK TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUMNKEA,FK 14 P-3587 SCREW #8 X1", PH FLAT TEK @ ASTRAGAL, ( RT,LOC FASTENAL 64 1840 COVER, HEAD, ANCHOR ALUM 15 P�767 SCREW, #10 K 1' HEX HEAD, TEK @ SID FASTENAL 65 5.1849 INSERT, INACTIVE PNL, LOCK HARDWARE 16 P-4146 SCREW #8 X 314 PHIL, FLAT SS TEK @ SIDELITE SHIM FASTENAL 66 S-1 W9 COVER, ASTRAGAL FD ALUM ' Y w 17 P 4278 FUZZY PAD, 200` x 1 250" W/ADHESIVE ULTRA AB 87 S•1864 INSERT, FRONT, BTM ATTACH SILL ALUM¢18 P-45M #10 x 1 1/4% PH F' T, SMS - HhnE @ PANEL FASTENAL 68 -1885 INSERT, BACK, BTM ATTACH SILL ALUM19 j � LL LL v a w; w;- a a Q 93 w � o °5 O to z > I O w K a w p P-4774 WSP, BULBILEAFS, PANEL AMESBURY 69 -1915 B WEEP ALUM20 P-4790 FLUSH BOLT, ASSM, TOP/BTM SULLIVAN 70 S-1916 DRIPCOVER,SWEEP ALUM 21 P.4794 SCREW #8 x 5/8" SO.FLAT TEK @ INSERT ATTACH FASTENAL 71 S-60M PANEL, TOP/BTM RAIL, SIDES - DOOR PVC M KRON 22 P-4802 ALL THREADED ROD E ROD) McMASTER 72 S-6053 PANEL, TOP/BTM RAIL, SIDES - SIDELITE PYC MIKRON 23 P-4807 HINGE, GUIDE HOPPE 73 S-6084 GLAZING BEAD (r) PVC MIKRON 24 P148DIVP1BD9 HINGE, SET HOPPE 74 1+1888 REINFORCEMENT, VERT., SINGLE DOOR ALUM KEYMARK 25 P-d814 WSTP, .5OX754 FOLDED BULB SEAL, @ SEDELITE A RY 75 GLASS SEE SHEET 4 26 P 4863 LOCK STRIKE PLATE 76 H-1862 41EINFORCEMENT, VERT. ALUM KEYMARK 27"P-4IB64RHINO STRIKE PLATE 77 P-4887 MO E LOCK PADDOCK I m: C �:28GUIDE, z29TIE TIE NYON I ---...30SHOOTS - - HEAD SILL ALL FRAMES ARE MECHANICALLY FASTENED ROD BRACKET ZINC P�OREWT1i886 t�VTr32LOCKBAR, .. N• 58201 " d "t.. j 39Q�STATE OF ��ltt� L , P 31 P-4886 SHOOT BOLT, BOTTOM PAD K PADDOCK EPADDOCK 32OCKBAR, INACTIVE, 8 FT K MULTFPOtNi, SPT, B FT K 32 P-4901 LOCKBAR, MULTI -POINT, 4PT, 6'8 FT K 32 4902 LOCKBAR, INACTIVE, BB FT K 33 P-4903 HANDLE SET, ACTIVE 34 P•4905 ANDLE SET, INACTIVE PADDOCK 5 3.5OX50FOLDED BULB SEAL, @ DOOR CHEL EL 3 P-491 CAP, ASTRAGAL, NYLON 37 P-4918 GUIDE, FLUSH BOLT, INACTIVE PNL M&M 38 P-4922 COVER INTERIOR, FWSH BOLT NYLON M&M 39 P-4925 CAP, ASTRAGAL, INSIDE NYLON M&M 40 P-49M SHIM, SIDELrM, DOOR SHIPPING BLOCK NYLON M&M LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 lsTl€€ BOM 41 P-4927 GUIDE, FLUSH BOLT NYLON M&M 42 P4930 SCREW, #10 X 1-IA' HEX HEAD TEK @ SDELITE ATTACH FASTENAL 43 P•4933 UT "•1 F NGE TE W! R , SS. @PANEL McMA51ER 44 P-49 #1�-24•K 1/ t•, I6H FLAB MS,, @ HINGE FASTENAL 45 P-49" DOOR flldOB, 11 DELANY 46 P-4937 EA LT V • • DELANY 47 P-49696 • SCfiE"#10 *2T REfI4F. AWAt7H_ % • FASTENAL 48 P-4997 STRIKE, DEADBOLT PADDOCK 49 P-6127 SCREW, #12 X2•, PH PAN, SMS, ANCHOR FAS L DaAwri DATE: AIDE 09/08/11 50 P-5130 GASKET, DOOR SILL, FRONT FOAM HO PRODUCTS 'ALTER= PAMEXGPIADE212CKSE —T • • • APPROVED ZOCKSEIS • • • 'ND*AWOLT • • ••• • • • CWS-641 8 A� scALs: 1:1 SHEET 8 OF 12 ••• • • • • • • • • • • UNITED STATES POSTAL SERVICE First -Class Mail LISPS e & Fees Paid Permit No. G-1' n this box* 4 • Sender: Please print your name, address, and ZIP+4® I M�Orni Sh�vCSvillaC� tooSoN`� Momt ShoeS 4 WS k--�- ■ Co. mplete items 1, 2, and 3. Also complete iter n 4 if Restricted Delivery is desired. ■ Pri!itt your name and address on the reverse so (that we can return the card to you. ■ Artach this card to the back of the mailpiece, or 'on the front if space permits. 1. Article Addressed to: IiCUY �� ou-) M"O-y lll�l�NW2P�V� 1`�`IiUY�n� SY�OYeS t --L A. Signature X 13 Agent ❑ Addressee B. Received y (Printed_ 'Namel .. C. C to f Delivery D. Is delive 4difess dui ferent from m �1 ias If YES, meter det!very address belo No Q 0 ApR 3. �S,e�rvice type tv " � .wt Certifie ail® ❑ Priority Mail E ess'" ❑ Registered F1'e#bi rn R pt r ❑ Insured Mail ❑� Collect on Delivery 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number t (Transfer from service ; 1 7 01r 7 '2 68 0' 0000 8251 3989 i PS Form 3811, July 2013 Domestic Return Receipt i-49fi6"-- 1— t 1 7116" 1H6" DOOR HEAD-1833 I tli8. 6 -tti6' DOOR SILL-1979 DOOR JAM6-1980 4 9it6"� 2112" I SIDELITE-1881 9/16- ----j PVC DOOR PANEL -60M a ..i 2' 15i/16" 1fYC+ i REINFORCEMENT - 1881 d 215116` ,f16" R E I N t=ORC E M E N' T -1860 • • •• v • • • SIDEL€TE-1900 • • • • • • :STRACiAL COVER-4869 • •• • • • •• • • NOTE: ALL EXT&WaIONSARE 6083i�'1IscA JAMNUM • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • 0 0 0 000 • 0 4 3" REINFORCEMENT -1857 4? REINFORCEMENT - 1 86s 1 12' 215f48" � REINFORCEMENT -186.2 ...-1 314" .....-< 1 its" ............ 1B" INSERT, INACTIVE PNL-1849 ...— 2 7116-------- 4 31$'. li4e, THRESHOLD -,783 2 1;4"� 1 1116" FRAME COVER. 1806 T-- SIDELITE COVER -1816 aJ4• I ............ 1c�g BASE SWEEP - 1915 t 13l18' 1f16' INSERT, BACK - I WS WSERT, FRONT -1864 y 64 91 i116, HEAD COVER - 1840 1� ..... FILLER - 1764 T PVC GLAZING BEAD - 6084 DRIP CAP - 1$17 T_..- g. DRIP COVER -1916 WINOM SMEMS a 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT �iL o�a tr w m •. N• 58201 '1?". 67ATE OF Izz LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-300.1574 EET D EXTRUSIONS �svn1�..... ADE I 09t08/11 t x: IRE CWS-641 B ZE......� SHEET 1:2 jj 9 OF 12 q ANCHORLPMIDSPAN (TYP.)— '-4" (TYP.) 4" (TYP ) S" MAX. (TYP.} — 6" MAX. (TYP.)', . gyp) D.C. O X 2' (TYP.) •WOODAVETAL SEE NOTE 2 ANCHOR {c� MI^"^ ° `• ""^ , 6' MAX. (TYP.) S" MAX (TYP.) 17" MAX INSTALLATION O.G. (TYP) ANCHOR €TYP.) O W SIDFLITE DOOR SIMUTE SIDELITE DOOR DOOR SIDELIT£ ANCHOR LAYOUT - fFLANGE} ANCHOR LAYOUT - (FLANGE} CIRCLED ANCHOR LOCATIONS REWD ONLY IN WOOD AND METAL WTALLATIOW, DO NOT INSTALL THESE ANCHORS INTO 1AASONRY. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC TAL 87 10/50 PVC SEE NOTE 2 NG+ BOOR IMPACT ............ INSTALLATION i 4':4 ANCHOR(TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION; ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER T HAN 1116" 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 11, 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 BE PROTECTED TO PREVENT REACTION, S. INSTALLATION ANCH RS ILL BE N AC^ORQk.NV WI H.ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIF TA I H ET•1. • • • 6. ANCHOR EMBEDMENT TO 61SiAA*6 SHALL 1141YONill WALL DRESSING OR STUCCO FOR CONCRE.TEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE, INSTALLATIONS TO SDLID C*NORElkE OR GRUIOT-P#LLED ClAU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS "HOL@.*^,MI"OUIIgE THE UME CIFMX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING, SHALL BE MAINTAINED BETWEEN ALL FASTENERS: n" FOR MASONRY. 2.3116' FOR HINGES (ALL SUBSTRATES), 1" FOR WOOD AND METAL B. WOOD OR MASOWY�R"JNGS. BUCKS &t"UCK filfi WNER& SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MWT THE MiNWM STRENGTH F*QLJIREM*NTS AS SHOWN IN TABLET, SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, • • • • • • • 9, SEAUNG AND FPASHIN(S�TRATE Ivi4PS F OVERALL IIER ' STANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: F,NW; FMA;AAMAI%3W5r,iA T p(FLA-49IN Q S), FMAWDMA250(80XWINDOWS),FMA'AAMA(WDMA300(EXTERIORDOOR$) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s! Q N L L o �Iw '-.7: No SmiO1 'O e STATE OF LUCAS A. TURNER, P.E. FL PE t# 58201 1239 JABAR.A AVE. i NORTH PORT, FL 34W88 PH. 941 �380-1574 ANCHOR SCHEDULE AND NOTES ADE 09/08/11 Via s:........ RE CWS-641 S ALE ..._ SHEET 1:8 10 OF 12 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT - d- �� Y({ BV INSTALLER 1�l INSIDE AND OUT I CONTINOUS DBL 114' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER, PERIMETER SEALANT BYINSTALLER INSIDE AND OUT I SUBSTRATE BY OTHE SEE TABLE 1 MIN, EDGE DIST SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 --114" MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1 MIN, EMBEW SEE TABLE 1 MIN. EDGE DIST. SEE TABLE i INTEft10R CONTINOUS DBL 1/4" BEADS OF SEALANT - AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. INSTALLATION ANCHOR - SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRA E DIST. CRETE (2.85 KSI MIN.) 114- ELCO ULTRACON 1-3t4" 2 U2 " 31 114- ELCO ULTRA - 1r 2XMIN. SOUTHERN PINE (G-0.55) 114' ELCO ULTRACON 3g" 7J8" 2XMIN. SOUTHERN PWE (G-0.55) #12 WOOD SCREW 1-3+8' 71W 16 GAUGE (0.060T) MIN. 912-14 HILTI KW IK-FLEX OR CTW FULL THREAD STEEL STUD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.080 1I2' lAr ALUM. W6345 MIN,) OR #12 GRADE 5 SELF-TAPP14G? FULL THREAD 178" STEEL (321t$ MIN,j • • • • • M-UNG SCREW THRU 0,125" i HINGE ANCHORS INTO CONCR" (2Z51461 t#IN.r 3116' ELCO ULTRACON HINGE ANCHO T CMU ASTM t-i5Q) • • • • • • • • v^ ELCO ULTRACON l 1j4" 3-1jY' HINGE ANCHORS INTO 2XMIN. SOUTHERN PINE (0-0.55) #10 WOOD SCREW 1 3{g^ 7�g• HINGE ANCHORS INTO 16 GAUGE (0.080-) MIN. #10.16 H1LTT KW IK-FLEXOR IPA+ FULL THREAD STEEL STUD W It64'►Ei37 MINj • • • • • KSI LF-DRILLING SCREW THRU 0.060- 1f2" H#4CiE ANCH 1 "ALUM, yF0 •T5 OR • # G DE 5 SELF -TAPPING t FULL THREAD 1l8" STEEL KSI YIN.) • • • • • OPJl.LIMB SCREW THRU 0.125- 112" ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • HINGE ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS - SEE TABLE 1 1,4' MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. DIST SEE TABLE i HINGE MIN. EDGE DIST, SEE TABLE 1 i HINGE MIN. EMBEDMENT SEE TABLE 1 \,11,,! TYPICAL JAMB 1 HINGE ANCt �81/2" (TYP.) ANCHORS HINGE (PlP.).y 21 fi/18" MAX....._. SEE NOTE NOTE: HINGE SPACINGS AREA 6-1,2- FROM ENDS 21-5116' MAX, O,C, FOR UP TO 81" UNIT HEIGH 20' MAX. O,C. FOR OVER 81" UNIT HEIGH'.. HINGE LAYOUT 1900 SW 44TH AVE, OCALA. FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC S%NING DOOR IMPACT ,•'v . Ne 582D1 t��l II'9O STATE OF kU tv --........ LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS i DOOR RAWN BY: IaTE: _...... ADE 09/08111 NG v: RT 9.-.........._; OWS-641 B ;ALr: SHEET 1:2 11OF12 TYPICAL HEAD ANCHORAGE — -�--MIN, EDGE DIST. SEE TABLE 1, SHT 11 SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 MI— N, EMBEDMENT SEE TABLE 1, SHT I I .................. PERIMETER SEALANT 114" MAX, SHIM BY INSTALLER INSIDE AND OUT INTERIOR CONTINOUS DBL 1/4' BEADS OF SEALANT -I---I AROUND PERIMETER AT ALL INDICATED I 4 . ...............INSTALLATION ANCHOR POINTS BETWEEN FRAME AND SUBSTRATE i i SEE TAGLk 1, SHT 11 BY INSTALLER, l PERIMETER SEALANT-- BY INSTALLER €NSIDE AND OLIT tttAE MIN. EMBEDMENT SEE TABLE 1, SHT 11 SUBSTRATE BY OTHERS SEE TABLE 1, SHT 1 f __� .........�1 -MIN. EDGE DIST. SEE TABLE 1, SHT 11 C VERTICALSECTION_..__ _ \12 j TYPICAL SILL ANCHORAGE • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0-0-0---•.-............_• �- • •.. _.....-•- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR CONTINCUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. INSTALLATION ANCHOR - SEE TABLE 1, SHT 11 1!4" MAX. SHIM J t�sK,3l.f6i}CKiNI�!11U MIN. EMBEDMENT WINE mTo (j /'y ( SEE TABLE 1, SHT 11 1900 SW 44TH AVE. y OCALA, FLORIDAS4474 W W W.CWS,CC MIN. EDGE DIST. SEE TABLE 1, SHT 11 87 50 PVC SWING DOOR IMPACT r. I UIV _o PERIMETER SEALANT BY INSTALLER I j INSIDE AND OUT SUBSTRATE BYOTHERS E SEE TABLE 1, SHT 11 D HORIZONTAL SECTION W 2 TYPICAL JAMS/ HINGE ANCHORAGE I z;7_ 411.K4i11................ LUCAS A. TURNER, P.E. FL PE # 58201 1 M JABARA AVE. NORTH PORT, FL 34288 PH, 941.380-1574 MEET DESCRII>TgN: INSTALLATION DETAILS SIDELITE RAWNBY ........... DATE: ADE onal11 CWS-641 B A SHEET 1:2 12 OF 12 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/economy Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails -to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev D, titled "Aluminum Outswing Entrance Door", sheets I through 5 of 5, dated 01/15/04 and last revised on 07/27/15, prepared by AL-Farooq Corporation, signed and sealed by Javad Allmad, 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 Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County:Flgttga, and follnved by • • • • the expiration date may be displayed in advertising literature. If any portion of the NOA tS displayed lue►t it shall •. be done in its entirety. • • •: • • • ""• • ...... . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactrjregpr its digjibiltors ;... •; and �ione �ove. t the job site at the request of the Building Official!....' •.. • ..... is NO�ocum�enmen consists of this page I and evidence page E-1•& F� as welt} as • • • • • aDorova • • • • • • • • • • •. • • • The submitted documentation was reviewed by Jorge M. Plasencia, P.E. • • • • • • • . . . . ...... ...... NO,J No. 1S-0729.14 • • • • fjQ Expiration Date: June4@,2019 • (1 `Ili Approval Date: March 3, M6 ,�11b Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 09-0310.15) 2. Drawing No. W04-01 Rev D, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on 07/27/15, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. (Submitted under NOA No. 09-0310.15) 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 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 08-050710) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 0000 . . .... 0 ...... 1. Miami Dade Department of Regulatory and Economic Resources (RE1� • : . • ...... . ...... E. MATERIAL CERTIFICATIONS • • •' • • : • • • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc.1bflheir "Vnt�c Glae .... .... . .. . © (Clear and White) Glass Interlayer", expiring on 07/04/18. • • • • • • • •; • • • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. fbr�their "BlOette ...... PVB Interlayer", expiring on 12/11/16.M•• ...... Jgrgp M. Pl'asencia, P.E. • • 0 •: Product'ConMrolUnh•3gp4visor• • NOA No. 15-fJ729.14 Expiration Date: June 10, 2019 Approval Date: March 3, 2016 E-1 Euroech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and scaled by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 14-0303.09, issued to Euortech Industries, Inc., for their Aluminum Outswing Entrance Door - LMI", approved on 05/1/14 and expiring on 06/10/19. 2. Test proposal # 07-3527 approved by BCCO. (Submitted under NOA No. 09-0310.15) . . .... ...... ...... . ...... .... . .. ..... ...... . . ..... .. .. .. .. ...... J %r% M. Pl%sencia, P.E. • • • • Productg@onttol Untt49Vetvisor • • NOA No. 15-8?29.14 Expiration Date: June 10, 2019 Approval Date: March 3, 2016 E - 2 ----------------- ------------- ------_----== I I II SEE SEPARATE NOA II I I 11 FOR TR4 OM I I I RATING "O DETAILS I I II it I I 5" DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY 42" IE WIDTH bil ALUMINUM OUTSWING ENTRANCE DOOR IP J9 1/8 LEAF WIDT APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT TO COMPLY WITH THE REQUIREMENTS HPSTHE CO iD�BUJ DING AND J E:NC:UDlg& AGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • 113Y OR 2BY WOAD BUCA 13Y S7THSRS,•MUr AE•ARCHORED PROPERLY TO TRANSFER ieOS Tlj l Ryl Uft.• : : • • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF •HIS•AVFNTOVAL. • • • • • • • • A LOAD DURATJPN INCREASE IS:USED IN P?SIGN OF zc-- 5 IVTO WOOD ONLY. ALL SHIMS•1V`BE HI:Fl IMPACT• AON-§L7%LIC•AND :044-(;M0:ESSIBLE. MATERIALS 411I 1DING9 BUT NOT•LR.ATED TE STEEL/ME%L SCRNIS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SURFACE APPLIED FALSE MUNTINS MAY BE USED (4) ANCHORS AT MTC. STILE ENDS 75 3/4" AT 3" O.C. FRAME WIDTH DOOR HINGES 13" MAX. 5" MAX SEE SHEET 2 HEAD/SILL HEAD/SILL FOR QUANTITIES A CORNERS & CAPACITY SEE SEPARATE NOA it FOR SIDELRE II RATING AND DETAILS II II I // II MIAMI-OAOE COUNTY APPROVED MULLION SEE SEPARATE NOA w II 1 / ACTIVE IN-A&IVE \ / LEAF LEAF \ R z 0 � M U w S A a m J O \ II / \ n II/ I II B \ , � I I 29" L 29" D.L. OPG. D.L. OPG. 36 3/8" LEAF WIDTH LEAF WIDTH (3) ANCHORS AT MTG. STILE ENDS AT 3" O.C. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Eegr. "AD AHMAD SHUTTERS ARE NOT REQUIRED. FPE 1 u 70592 J3CA�36 8 znis rNUDULT HKV1.Yi�6 o eomPIH.R whh the I%rid4 Ruidlep Cod. AttePrrere No lS-U72q,ly Eyrknb�Dr�e,�yy��Q lots �v n 0 W � Qf n O 0 O w a0; C 00 IL <g C t- L4 § o LE bowing no. W04-01 DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. (+) INT. (-) 3/0 3 6/8 75 75.0 5.0 85.0 7 .0 2/6 06E 7/0 75.0 1 85.0 7 0 75.0 85.0 3/0 3/6 8/0 75.0 85.0 75.0 85.0 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4" X 1/4" X 16-1/4' LONG ATTACHED WITH (2) p8 X 3/4" SMS HINGES SINGLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' • • • • • • • • (5) PER LEAF • • • • • AT 6', 12", 35",*V-1/2" • • • • 92-1, 2" FROM TOPj1F DO • • • •• ••• •• • DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 3/0 3/3 6/8 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 7/0 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 8/0 100.0 140.0 100.0 140.0 100.0 "10.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) #10 X 1-1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4" X 1/4" X 16-1/4" LONG ATTACHED WITH (2) #8 X 3/4" SMS IFFS 911NGLE DOORS: TWO-YANDED COMB HING E•T•UDEO ALUMINUM BRIDGE 2 BL 'GIESSE' • (9) PDt Lf* AT 7/0 AND 8/0 DOORS AT 3', 9" AND 26-3/8" FROM TOP AND BOTTOM, ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3 D -3/8" FROM TOP AN $ 80TT� • • • NOTE: TOP AND BOTTOM FLUS ENGAGED DURING PERIOI • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0: ••• • • • ••• • ITEM {k PART 0 REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARXS 1 ER006 AS REGD. DOOR FRAME 6063-T6 - 2 ER012 AS REDO. DOOR LEAF 6063-T6 - 3 VZ1566 1/ LEAF DOOR BASE BOARD 6063-T6 - 4 VZ-1483 1/ DOOR FRAME SILL 6063-T6 _ - 5 - 1/ DOOR SILL BASE 6063-T6 - 6 VZ-1461 AS REQD. ASTRAGAL STILE 6063-T6 - 7 VZ-1535 4/ LEAF GLAZING BEAD 6063-T6 - 8 2801 AS REQD. GLAZING GASKET EPOM OUROMIETER 75t5 SHORE A 9 - 1 SHEAR CLIP 6063-T6 - 10 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 00600X 4/ LEAF HINGES ALUMINUM GIESSE 12 J10 X 3/8" 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS REQD. BULB W'STRIPPING - - 14 #10 x 2' AS RE00. ASSEMBLY SCREWS - HH SELF DRILLING 15 %12 X 1-1/4 - FRAME ASSEMBLY SCREWS - SMS DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (+) INT. (-) 5/0 6/4 6/8 75.0 75.0 - 75.0 75.0 5/0 6/4 7/O 75.0 75.0 75.0 75.0 5/0 6/4 8/1 75.0 75.0 1 75.0 1 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS DOUBLY, DOORS: ACTIVE LEAF: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) 08 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 002168 ATTACHED WITH (4) #8 X 1-1/2" SMS. HINGES DOUBLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6", 12", 35", 63-1/2" AND 92-1/2" FROM TOP OF DOOR i BOLTS MUST BE IS OF HURRICANE WARNING. 3/16" HEAT STREWD GLASS .090" Interlayer Kuroroy Butocite PVB \CBy 'Kuroroy America, Inc.' 1 r3/16" HEAT STREN'0 GLASS L � o GESCS 2II SLCLAZE II � N q q AS" 6" HEAT STREN'D CUSS n .100" Interloyer Kuroroy SentryClas 'Kuraray C) n By America, Inc.' of Z 3/16- HEAT STREN'0 GLASS O o M m w w w SILICONE w O W L` GE SCS 2800 ^ z J m SILGLAZE II Z N 3 = ^QQ� n N 7 W w w0 ^ O 8 2Z v a W Nti J GLASS TYPE 'A' GLASS TYPE GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Eng, JAVAD AHMAD VRODUCT Kt'VTYtD CML nu up0'taE.*%tle'%,I& FLA PE 111 70592 Ani�lin ad. CA.W 3538 & `- ArRplxnre A'e 1s-� aly ):ep;+n nm One Amy L•; .�` iBSc 9Yr ulf fnNAi bowing no. W04-01 16y TYPICAL ANCHORS TYPICAL ANCHORS W000 BUCK SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING a E E. ST. I U SEE SEPARATE NOA FOR TRANSO RATING AND ETAILS I I 11 II © li it fl II II II SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING #8 X 1/2" SMS _ 3" FROM ENDS AND 10" O.C. MAX. �2 X 1' SMS O.C. MAX. T CENTER OF SILL • aAT E (XX) DOORS { e • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 0 TYPICAL ANCHORS �� W SEE ELEVATIONS METAL < u FOR SPACING STRUCTURE z 3 g C 4 z EDGE DI o EDGE DIST. a VIN, O � < ❑ � a IY O rri u n O m cf OD TYPICAL ANCHORS Q w N LL g�g SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH .! i m d MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND Q w f r TRANSFER THEM TO THE BUILDING STRUCTURE. U� TYPICAL ANCHORS: SEE ELEV. FOR SPACING f o J I =177 KSI. FY-155 KSI) K INTO 21Y WOOD BU KS OR WOOD STRUCTURES 0 1-1/2" MIN. D JAMBS) W wrM°; j w RU 1BY BUCKS INTO CONC. OR MASONRY z H PMi 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) N'Er _J 4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS w O ~ 1i DIRECTLY INTO CO z N a m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 = o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) U w e w W o p H Z � a #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O g INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") =1 oN Q Lddries INTO METAL STRUCTURES 0 STEEL : 1 /6" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE A o INTO CONCRETE AND MASONRY = 2-1/2" MIN. 4 INTO WOOD STRUCTURE = 1" MIN. e INTO METAL STRUCTURE = 3/4" MIN. b 3 WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. o N C w N - O_ � SEALANTS: g c ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH o ADSEL OR TEKNA 50729 SEALANTS. _ N 'I En9r. JAVAO P11MA0 rRUUUCT KKVIYID 3 CIVIL u cuing c og rHfl Me 1+1nHd• I n i FLC .N / 70592 RuiJin C.A.N. 538 E Codes Aecepflnee Ho tYl 1 S .p. � � 6apinfioe Une t � o° A o u •r o PfMlulf drowing no. u W04-01 sheet 3of 5 TYPICAL ANCH( SEE EL FOR SPAC SINGLE DOOR MIAMI-DADE COUNTY O APPROVED MULLION E SEE SEPARATE NOA r II II I SEE SEPARATE NOA ii ACTIVE LEAF FOR SIDELITE I RATING AND DETAILS ij j i 13 - • •• • • • • ••• • •• ••• •• • • • • ••• • ••• ••• • • •• • • • •• • • ••• • ••• • • • • •• •• • • • •• •• 1 /4' MAX. ANCHORS CING AL ANCHORS ELEV. FOR SPACING O 1/4" MAX. SHIM 18Y IN -ACTIVE LEAF �v WOOD DUCK 6 16 lOj O y�ty� . 2S TYPICAL ANCHORS w SEE ELEV. FOR SPACING 13 D.L.O. EXTERIOR (2) /6 X 3/4- D.L. OPG. SMS t04' o a 3 OJ Z a a �2 ou O� a V OOp M O aaG O N a W a Z"= JzEa 15 Qw�im � o J I c Z o— o o La n w w U � o M 4 � � J z w O e Z Z N Q 3 U ^ w n ~ LLI w o p II- 2 7 0 a w N DOUBLE DOOR En9r. JAVAD AHMAD Y CML 114000CT 1tKVV0M i FLA. PE N 70592 u c..p yI.g wu ow Hptift n A tletdtae Cad' O-I ZSU o B Accerunce I4o S- � •. B 8 ��5 b�wf �� drawingo no. W04-01 sheet q of 5 O DOOR FRAME 9 O DOOR LEAF 1.772 T67 3937 3.1721 1.103 �.afio .238 I 1 -�I 1.043 L O DOOR BASE BOARD I O SHEAR CLIP �� 2.402 �� .136 059rlt71764 063 1.906 .571 •• 0• •b-1.770pl • • • • •• 0 744 ,591 O •o 00 FRAME SILL • • • ®• • ASTRAGAL STILE 2.000 1,000 "4 -" 1- • • •• • • • • a • • • 1.016 1.00d • •94 • • •• .050 84 1.201 O SILL BASE O GLAZING BEAD ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • LEAF CORNERS FRAME BOTTOM CORNER CML FLA. PE d 70592 C.A.N. 3538 A 201E J O d m 0� Z 0 — 0 a� w W w M m C> i� " U z W - w � 14 C> zFJm ~ W w O ¢ Lu 3 A O_ UCI Ai � ►kOn M'L'riD � n � n cumprvle� why k o AccrpdncA N• .1 1 � F.spinAMv ONe � 9 0 bA _ drawing no. Awarn,arP .Aw, W04-01 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FL 33138 Tel: (305)795-2204 • Fax; (305)756-8972 1/22/2018 To: Current Owner 11028 NW 2 Avenue Miami Shores, FL 33168-4304 Permit: WS-1-17-170 Address: 11028 NW 2 Avenue Miami Shores FL33168-4304 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, Ismael Naranjo (CBO) Building Director Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: ualifier/Owner Signature Date Print Name