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WS-17-366 Permit No. W5-2-17-366 `S un vs L� Miami Shores Village Permit Type:Windows/Shutters r " 4 10050 N.E.2nd Avenue NW : e 't rkCtaSsification:Window/Door Replacem Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 FLORIDA` Issue Date: 3/6/2017 Expiration: 09/02/2017 Project Address Parcel Number Applicant 9301 NW 2 Place 1131010150240 Miami Shores, FL Block: Lot: COREY VALESTRA Owner Information Address Phone Cell COREY VALESTRA 9301 NW 2 Place MIAMI SHORES FL 33150- 9301 NW 2 Place MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 21,060.00 FLORIDA HOME IMPROVEMENT (954)792-4415 -- -- Total Sq Feet: 0 Type of Work:REPLACE 9 IMPACT WINDOWS+3 DOORS Available Inspections: No of Openings: 12 Inspection Type: Additional Info:REPLACE 9 IMPACT WINDOWS+3 DOORS Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $13.20 DBPR Fee Invoice# WS-2-17-62923 $3.30 03/06/2017 Check#:32124 $220.80 $50.00 DCA Fee $3.30 Education Surcharge $4.40 02/13/2017 Check*30940 $50.00 $0.00 Permit Fee $220.00 Scanning Fee $9.00 Technology Fee $17.60 Total: $270.80 In consideration of the issuance to me of is permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity w h the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume re sib it for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUM WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: ertify al t foregoing inf rmation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. o t orize the ab a-named contractor to do the work stated. March 06, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 06,2017 1 Miami Shores Village EBY: Building Department Y3 2ov 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 } Tel:(305)795-2204 Fax:(305)756-8972 �� V INSPECTION LINE PHONE NUMBER:(305)762-4949 c FBc 20 42 J BUILDING Master Permit No. �V_ S 1-1 — 1366 PERMIT APPLICATION Sub Permit No. FE-IBUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS /� JOB ADDRESS: "I JC)[ Xy-0 Z ?L City: Miami Shores County: Miami Dade Zip: '�)'51& 2 Folio/Parcel#: I (-3 101 • O 1 S O 14 Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Constructions Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): c)r r-q �/q 1 eS f CI Phone#: -,`jgp •1 �j C7 Address: J O IJ CJ L, ?L City: ([�aQIA 'A S(4,0}-ems State: 11- Zip: 3--�> ISo 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: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ a F ncon Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ElNew ■❑ Repair/Replace ❑ Demolition Description of Work: REPLACE — jnpCz_CT (.Vjrj&j.DS Specify colorofcolor thru tile: Submittal Fee$ EJo Pad Permit Fee$ LZO CCF$ ' 2O CO/CC$ Scanning Fee$ Radon Fee$ S • ?�lD DBPR$ Notary$ Technology Fee$ �00 Training/Education Fee$ �-) C10 Double Fee$ _ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Z Z o, B (Revised02/24/2014) I • F P Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day offi10)� 20 f—�by _�_day of 't2(D 20 (� by (-AP)re U 6 k4-f-C1 who is personally known to �164gJ-10 fi . f�u(11'Tr,who is personally known to me or who has produced as me or who has produced identification and who did take an oath. identification and who did take an oath. lk NE1�pF� NOTARY PUBLIC: NOTARY PUBLIC: atttlt�bS6t�tG02�e%s 0 Sign: Sign: = t Print: Print: o, r .;E ". E / ,c Seal: MY CG J � F' "'�'�SSIC:#FF 16'3'5 * Y's * Seal: E)'PIFES.Cc'ob-•1,2C'3 APPROVED BY ` / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1/12/2017 Property Search Application-Miami-Dade County miuPERTY APRRAIS6ER OFFICE OF 7HE mm" Summary Report Generated On: 1/12/2017 Property Information Folio: 11-3101-015-0240 9301 NW 2 PL Property Address: ' Miami Shores,FL 33150-2215 •+rjg Owner COREY VALESTRAT` rte' �• S. JORGE NAJERA 1754 MERIDIAN AVE UNIT 101 R Mailing Address MIAMI BEACH,FL 33139 USA Primary Zone 0800 SGL FAMILY-1701-1900 SQ - - Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 2/1/0 Floors 1 Living Units 1 -• ` Actual Area Sq.Ft '* r Living Area Sq.Ft Adjusted Area 1,063 Sq.Ft Taxable Value Information Lot Size 8,842 Sq.Ft 2016 2015 2014 Year Built 1940 County Assessment Information Exemption Value $0 $0 $0 Year 2016 2015 2014 Taxable Value 1 $306,140 $216,366 $196,697 School Board Land Value $194,361 $143,888 $119,027 Exemption Value $0 $0 $0 Building Value $73,985 $74,601 $73,273 XF Value $37,794 $24,562 $24,826 Taxable Value 1 $306,140 $243,051 $217,126 City Market Value 1 $306,140 $243,051 $217,126 Exemption Value $0 $0 $0 Assessed Value 1 $306,140 $216,366 $196,697 Taxable Value 1 $306,140 $216,366 $196,697 Benefits Information Regional Exemption Value $0 $0 $0 Benefit Type 2016 2015 2014 Non-Homestead Cap Assessment Reduction 1 1 $26,685 $20,429 Taxable Value 1 $306,140 $216,366 $196,697 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information Board,City,Regional). Previous Sale Price OR Book-Page Qualification Description Short Legal Description 09/27/2015 $375,000 29799-3284 Qual by exam of deed ODELL MANORS PB 41-57 04/01/2007 $420,651 25524-3229 Sales which are qualified LOT 16 BLK 2 04/01/2006 $439,000 24496-3072 Sales which are qualified LOT SIZE IRREGULAR 12/01/2005 $300,000 24094-0551 Sales which are qualified OR 17286-0090 0796 4 COC 25524-3229 04 2007 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: SNORES G Miami shores Village Building Department •ems 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Lh�NT� A Tel: (305) 795.2204 �L0RIpA 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: fier/Owner Signature Date rint Name It'. .r me Improvement AssociatesBroward Tel:954-7921415 License No.CGC 0618901 QB44818 F Miami Dade Tel:305-5451469 3044 SW 42nd St.,FL Lauderdale,FL 33312 FLORIDA Fax:954-792-2170 HOME ` IMPROVEMENT Web:FHAPRODUCTS.COM Job# �� f 06 ASSOCIATES Email:INFO@FHAPRODUCTS.COM /' A'— Replacement Windows Contract �y �f [ Q�jp Nam(L O�lr Vtie= T41+-LU) /� Home Phone:.k " o Bus.Phone: I�i7�103-9, 3 Wf NW 2-fI Migmi Shores 33/(a Address City L State Zip This Contract is made and entered into this day of 20—2p"—by and between Florida Home-improvement Associates,Inc, a Florida corporation("Contractor"or"FHA"),and owner(s)named 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.) Directions are viewed from the inside. on sliding glass doors Active and Fixed 2) Prepare openings as necessary to receive replacement units. Panels are Identified. On Casements 3) WINDOWS: FHA Energy Storm Saver_Simonton Vinyl Insulated and single French doors the hinge Is Identified Right Hinge and left Hinge. Install Aluminum insulated,_Aluminum Non-Insulated On Double-French Doors the more 4) Doors:a�FHA Energy Storm Saver_Aluminum Insulated,_Aluminum Non-Insulated active door Is identified Impact: Non-impact:( ) C010r:White: Tan: Bronze: Grey: Mill Finish: 5111!>!,E Double Huna smale Huna CosemeM Picture Window Other Yes( ) No( ) standard_ Qty_ Qty Z city k City / City— City_ custom AcrlvEL-E] FIxED F AF LH RH ACTIVE ACTIVE �� slidina"55Door shale French Doors Double French Doors Geometric AA AF FA FAAF AAF FAA RH(l) LH( RA( ) W ) City_ Qty_ Qty_ Qty_ Qty_ C _ Qty Z City QtY__ Glass: GA PTf�L �M�Q �NS 4 INITIAL HER Warranty: Manufacturer's WarrantJy sent upon competition. 5) Work NOT to be replaced:_2 L/�--- 64 rad [4 INITIAL HERE&--4 6) If applicable,removing shutter panels,and/or security bao. I I 6L HE 7) speciallnstructions: ��lnurwFaf �• U _410 pQ 8) Cleanup Job debris and provide necessary permits and insurance. 9) If applicable,in the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contactor shall refund any previous payment and this transaction shall be automatically cancelled. ,(No finish work other than normal installation Is to/II d ne unle noted belo 71 Additional Work: W /`e OO J N tai 6 N N D 1S lAgg 410,- Schedule:Contractor shall commence the work withinik—days after execution of the Contract(the"Commencement Date")and shall endeavor to complete all Work hereunder within#days after the Commencement Date. Contract rice $ The TOTAL PRICE for all Labor and Materials(including any applicable discount)is $l� 60 Sales Tax Down Payment $ (if applicabl Balance Payable $ / Total ract Price $ Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Fina Affidavit Ato Owner,substantially similar to the forms included in rhaoter713.Florida Statues 120051. Circle on6.).r NOJ Owner elects to applyfor financing of the above-statue lump sum amount.if yes is circled,see financing agreement and relatments Notice to the Oanwr,H financing b being obtained by Owner: a).Do not sign this home improvement comract(including financing documents)In blank b).You are entitled to a copy of the contract at the time you sign.Keep It 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 all provisions of the contract and financial documents before you sign. Miscellaneous:This 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 WHERE F,the Parties hereto have executed this contract,under seal,as of the day and year first above written. You the Buyer may ce this transaction at any Ume prior to midnight on the third business day after the date of this transaction. See the attached notice f ncellation form for an explanation of this right. Owner: � .4 A,Crti Contractor:FHA By (Signa ner) .__ (Name&Title) (Signature of Owner) Date Home Owners Association Name: Phonek YES ( ) NO ( Building Name: 1 /mss :• S?y�i�.. �'" y '' i � / / '� ��-mss ® d EngineeriJq, onsu8ahis,Inc. 20 �JJJ 0 5 599 SW 3 sous,Suite X20 Wind VelocBes in South Florida FEB[D 7 Dade Broward Palm Beach / Baynton ach,FL 334326 ,y Risk Cat.1 165 156 156 Low risk 0 hurn farms sheds n FL.CA X 009217 v� z t 5 Risk Cat.2 175 170 170 Sin eFarvil Residences 1 Risk Cat.3&.4 IN6 INO 180 Essential Facilities P -q h (GCP- GCP�� Intstuctions and limitations of flee 1 Charts provide wind pressures based on the mean roof he'h Artd shall not exceed 60'-0'. 2 De'n pressures are for an enclosed builindi shutters or other im act resistance protection required). V(mph) 175 1620 FDC for HVHZ,or Fig.26.5-1a 3 User shall determine the mean l 'ave he'ht+Root Peak 2. Risk Category 11 Table 1.5-1,page 2 4 End zone distance is the lessor.11". len N 10%of widN or 40%of the mean roof he'ht and nol less than 3'-0' Lxposurc C Section 26.7 5 It 50%of a com vent's in a articular zone then that com onenl is considered to be in zone w8h the ma'o" of the area.If ueslionable then ace in Zone 5 Kd 0.85 Table 26.6-I,page 250 6 Each component,window door mullion has a tribute area that's area to be used.Area of com nents to rounded down but shall not be less than 10 at. Kz1 1 Figure 26.8-I,page 252 7 For..A's that require a Kd•1.0 then mu I the values listed herein by 1.18. OCpi 0.18 -0.18 0.55 8 Wind assures are_b:ed on Allowable stress design. pitch of roof 3/12 14.0 degrees 9 Des'n ressures listherein are valid for Exposures B and C and exposure D. max roof he'ht 30 theta 14 0 degrees 10 Charts and values listed herein are only valid whens ned dated and sealed b Ga McDo le PE X58214 or Mark LeBlanc PE X35683 or Adam D.LeBlanc PEX77012 11 Wind des n ressures are calculated in accordance with ASCE 7-10,Method 2 12 No reduc8on rs taken for slopes less than 10 degrees. Area of com ncnt Arca of can rent Area ofcan nt Area ofcmnent Area of com ent Area of com ant Area of nt Area of com nent Area of com ent Area 2f-c77nt Area of c t 10.0 at 15.0 sf 20.0 at 25.0 sf 30.0 at 35.0 sf 40 0 sf 45.0 sf 50.0 sf 55 60.0 sf Mean R-f llci h Zone 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 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 15 43.4 -53.6 42.2 -51.3 41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 48.3 40.2 -47.5 -39.8 -46.8 -39.4 46.0 -39.0 45.2 -38.6 -44.5 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 44.0 -54.4 1 42.8 -52.0 42.4 -51.3 1 -42.0 -50.5 -41.6 49.7 41.1 48.9 -40.7 -48.2 1 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 36.836.3 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 1 -54.0 1 -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 -47.5 -40.5 -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 -06.2 -57.0 -04.9 -54.5 -44.4 -53.7 1 -44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 1 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 1 -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 1 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 -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 -54.5 414.9 -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 1 -56.7 -46.2 -55.8 45.7 -55.0 -45.3 -54.1 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 1 43.8 -51.2 -43.4 -50.4 -42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 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 1 -48.8 -60.2 -47.4 -57.6 47.0 -56.8 46.5 -55.9 1 -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 43.6 -50.3 • • • 417 as •44 g4*1• 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 40i�' (39,91 i 39.9 5• •6l 2. -49. .2• •-48f E8.5 -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 ♦451. --44"0 1=50.7 41 4.0• • 4 .0 • •44�• 44�G• 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%,' v40.7 e40.2�J 29• elfl19e 0611.6 48.0 -58.1 47.6 -57.2 -47.1 -56.3 46.6 -55.5^--_-4&2----54.6 -45.7 -53.7 45.2 -52.8 -44'8 PJ-72.0'`••-44 3•• Ny'1 s 46.3 46.3 44.9 44.9 44.4 44.4 43.9--43.9 "-43-4 - -43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 `0.9e '4,0.� 40.5 4 '�� 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 y-47.9 ..-57.6 p-47.4, -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -0 5 .3 -44.6 -S L4 i _ - +• .. . ... ... ... - � wrl 2017• TATE OF �- J MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:9301 NW 2 PI, Miami Shores FL,33150 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/ No Yes/ No 1 WINDOW FL16736.1 +60.0 -60.0 +40.1 -43.4 72 3/4 x 49 3/4 NO N/A YES 2 1( 0 1( 1� 1, 1, 54 x 49 3/4 3 DOOR 15-0729.14 +75.0 -85.0 1• 36 x 815/8 4 WINDOW FL16736.1 +60.0 -60.0 -53.6 54 x 49 3/4 5 35 3/4 x 49 3/4 7 FL6890.1 +67.5 -67.5 8 FL16177.1 +70.0 -70.0 -43.4 18 x 371/2 9 DOOR 15-0729.14 +75.0 -75.0 56 3/4 x 801/4 10 WINDOW FL16736.1 +60.0 -60.0 36 x 371/2 11 DOOR 15-0729.14 +75.0 -85.0 311/2 x 77 3/4 12 WINDOW FL16177.1 +70.0 -70.0 18 x 49 3/4 .. ... . . . . .. . .. . . . ... . .. ... . . . . .. . ... . ... ... . . .. . .. . . . . ... . . . ... . . . .. .. . . .. .. ... . . . ... . . �. _. .__ tea¢ ... tl5 .ata ' sir - ._c✓�a t a N __. ......._......,..... + _ _........., . 3w SfQ ng , Ales ... . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Florida Building Code Online Page 1 of 2 ii d acts FWRe me i Log In ; User glstre Not Topim Submit Surcharge Slats&Facb ;`-r1 me r- oi I + �r; { a x•� acv ,ryy r:l 3l1S1neS ("ro fes i Product Approval (" • .....:.V5EB:Public User Regulation f raduct Aoorovai Menu>ProduLt or AonUgtion S"rch>Aorsiicatlon List>Application Detail 1qs � Chi FL it FL6890-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived p 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 ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathrop@icws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or=i Licensed Florida Professional Engineer Pj 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 • • • • FA ••••• • •••••• Validation Checklist-Hardcopy Receive • Certificate of Independence EL6890 R5 C01 F.V ajR.i2''WS-16 {'--84A•&%Q4-f ' • ••••• • ••••• • • ••••• Referenced Standard and Year(of Standard) •••••• • • Yeah• AAMA/WDMA/CSA 101/I.S.2/A440-05 " 'ftof • ASTM E1300-04 2054 • ASTM E1886-05 • • • 2009 *****a ••• • ASTM E1996-05 • • • 200•5 • • PA/TAS 201/202/203 '••• 0 0049940 • ••• Equivalence of Product Standards Certified By http://www.floridabuilding.argipr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 • Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Summary of Products FL# Modes,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Lir"n sof Use Installation Instructions Approved for use in HVHZ:Yes F1.6890 R5 11 CWS-1610(CA-840Q.IMP).pdf Approved for use outside HVHZ,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 1`1_5U90 R5 AE DuPont PVB NOA 13-0129 27.odf psf,Max.size 37"x 72".Outer lite in I.G.to be fully FL6890 R5 AE EvalReo CWS-161C(CA-8400.IMP).Ddf tempered when used 30 ft.above grade in HVHZ.Glass FL6890 R5 AE Ouanex(Mikron)NCA 12-1017 02,odf complies with ASTM E1300-04, Created by Independent Third Party, Yes Darn Next SAnt2Cj&:: Phone:850.487-1824 The State of Honda Is an AA/EED employer.Coovricht 200772013 State of Florida.::Privacy, ::Accesstlity StailMn ::Refund c_rat_.con under Florida law,email addresses are public records.N you do not want your a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1345."Pursuant to Section 455.275(I),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address C they have one.The emalls 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 hent. Product Approval Accepts: ®® e_4f1i.13 SS:C77ritY.l14 8Att'a' ' ar • • •••• •••••• •••••• • •• ••••% • •••• • ••••• •••••• • • ••••• •• •• •• •• •••••• •••••• • • • • •••••• http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING,INC. 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 laminated 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 61G20-3.005(4). This product complies with the requirements of the 5s' 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.Tumer,P.E. 3) Test Reports NCTL-210-3673-1,-lA,-2,-2A,and NCTL-210-3674-1,4A,-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 10 I/I.S.2/A440- 2005, 0I/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.Tumer,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-1/811S laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- I/8Ann-090PVB-l/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.#13-0129.271 + Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 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 5a`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 1 ac4Vit0r,Vfinanu1a1 ••• •••• • interest in Custom Window Systems or in any company manufacturing or distributing plVilub for which' ••• this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a fin nUal interest. in any other entity involved in the testing or approval process of this product. •• ..... �*4wtty��trerl ...... . . ..... No 58201 :411412015 � :....: .* .. . ... Lucas A. Turner,P.E! STATE OF r 4u FL PE#58201 ow O : %D*' V Lucas A.Tumer r4�i�' •..••• to��` 2015-04-2011:59-04:00 '��,�dNAitti�ts+► ' ^ eZA_S_E'MENT - LARGE MISSILE :IM:P�ACT GENERAL NOTES 1,THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAN D"SYSTEMS UFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT 1900 SW 44TH AVE. .....................— 30 I/C 30 11V EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE ffVHZ) OrALA,FLORIDA 34474 MAX OVERALL MAX OVERALL FLANGE WIDTH AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS WWW.oWs.CC FLANGE WIDTH LVITWOTH UNITWIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC MAX.SASH WIDTH MAX SASH WIDTH CASWENT 3.CONFIGURATIONS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR IMPACT 4,DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1 300-04 -POSIT VE DESIGN LOADS BASED ON TESTED PRESSURE,WATER 73 I.W INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-13OD-04. w in 5.ANCHORAGE:THE 33 IrJ%STRESS INCREASE HAS NOT BEEN USED IN 64 IW FLANGE THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION OVERALL HEIGHT MAX. DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 OVERALL B FLANGE HEIGHT 6PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. N 7,ALL FRAMES AND VENT$FULLY WELDED, MAX, GLASS MAX, GLASS UNIT DLO UNIT DLO S.SERIESfMODEL DESIGNATION CA-8400. uj HEIGHT 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: X=OPERABLE SASH 71, MAX 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SASH MAX HEIGHT LOCATION. SASH HEIGHT Lucas A.Tumer STATE OF i4u 2015-04-18 A 20-W GLASS OLD 30112' RIGHT HINGED-SHOWN GLASS OLD LEFT HINGED-OPPOSITE LEFT HINGED-SHOWN RIGHT HINGED-OPPOSITE FL PE 11158201 1239 JABARA AVE. 9 PH.941-380-1574 GENERAL NOTES AND TABLE OFt8NTE91%* -nON MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATI NG ELEVATIONS GENERAL NOTES&ELEVATIONS __1 NQN-.LUEJZ ASil PS ADE 05105/07 EXTRUSIONS&BXFM A.............t,.40 LARGE MISSILE IMPACT 67.5 PSF_�O SHEET °°° ° ° ° _ .._. vWNOQW SYSTEMS a 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8400 PVC CASEMENT IMPACT . _ ....... 718'OVERALL 718'OVERALL ...-�iI( ._ .........�...?.�i.-..—.-11TANNEALED orTEMPERED �?fo' TSTRENGTHENED TEMPERED 718AIR SPACE AIR SPACE U. LU w 5115'LAMINATED GLASS 5176"LAMINATED GLASS ! t 1,16"ANNEkED110*HEATSTRENGT1iENLD c�7 r� 2 .0911 DUPONT PV8 INTERLAYER ! 090 DUPONT AVB INTERLAYER �v I f18'ANNEALED VW HEAT STRENGTHENED s ALU ir ((( SKAF4EX 652 ORSi3CAFLEX 552 OR PURFECT GLAZE"t9" PLDRFECfi GLAZE H +" W 112'GLASS BITE ............. 10 GLASS BETE .: 58201 41!w :*: STATE OF j mkt EHA EEB 411&2015 .... ... LUCAS A.TURNER.P.E. i FL PE 8 5$201 i 1239 JASARA AVE, NORTH PORT,FL 34M •• ••• • • • • • •• PH.941-38D-1574 • • •• • • • • • sHeP' ---- • • • • • • • • • GLAZING DETAILS •• ••• •• Y • • •• MAX UNIT SIZE MAX POS. DP GLASSTYP ADE 05105107 • ••• • ••• ••• • OV1G�_ V.: 37"x 63" +67.5 A • • • • s • • CWS-181 C + • • • • • • • 37"x 72" +67.5 B LE: SFIEET • •• • •• • • • • j 1:1 I dHEE --E ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ......... ............. ...........� WINDOW S�'YS'iH9544`.x.' +��1 19W SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 W W W.CWS.CC I� m Fvc CASEMENT _ IMPACT o I a � w' _ � 1f: U. w ttt W A 7 8 i 0 0 }- 6 � 9 i 3 N SECTION VIEW B•B w u 0 www: uQ INTERIOR 0.m a z ssststnrttrrrr �ptDREty rri ��t.•4sGBlYgfi.,4.�� .. f No 582at .+ SID 6TA E OF :49 AV- 7 4 4/18/2015 5 LUCAS A.TURNER,A.E. ! FL PE#58M i G _........... 1239 JABARA AVE. NORTH PORT,FL 3 288 • • • • • • •• PH.941,MO-1 74 CTib V • • ••• • •• ••e � •• i i ••• ALTERNATE FIN FRAME SECTION VIEWS oa4RA"04i" onT ADE 05105107 _...... ITEMS NOT SHOE N F(33 CLARIt:• � •• � � CWS-1St I G id,15-17,19 21.25,27.32,3i 3-38,2,4 -45,60 • • • _..... _............._ ••t • t! .......a • SHEET t:2 3C)FS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST 1 PART#_ DESCRIPTIONENDOR MATERIAL ( FRAME AND 60306 CASE., AINHEA t 1 , , M PVC SASH CORNER T� CONSTRUCTION C9� SY4TE ti 60FR.,CASE_MA! ! I l��C! 3 H•60308 FR.,CA IGH 2 1SOD SW 44TH AVE. 4 -6030B J .,L MI 3 7132 OCALA,FLORIDA 34474 www.cws.cc 5 -6030A 1 FIN N C 321Ii32 4 r 6 H-6008 SASH, ASE_.�_TOP RAIL MIKHON Pvc 7 ASH.CASE..BOT.RAIL R N —R-6-1v1e PVC 6008 SASH,CASE..SIDE RAIL,H CASEMENT Q& 9 006 DE IL,LOCK IK PVC o PVC GLAZING AD CORNERWELD 1 a., /BTMMA (ALL SIDES) IMPACT /SIDE PVC FLANGE FRAME 1 LAS E H H-60308 m 13 SET.BILK.,85 DUR.,118" /8 � � T 14 29 ER I ` I 15 1 F —211W—�{ ¢ 16 P3195 L RUBBER � ! 6 21/ uJ 32 - 7116"..... LL LL w u Luo 0 17 P3197 SCREEN CORNER KEY M&M 7 1/16" 1 73217 A AM 2114• a uta° o c� zi 19 28 SCREEN SPLINE..155 DIA,BLK DAPA1 1116 S COIL,.062 X.1356 COIL,.05 X.437 0 20 3281 GE H 3 D AL TRUS P-4491 P-0050 21 P3342 SEAMSEALER, CHN IL 22 P-3429 TP.,,270 .1 A L H UL FAB PVC SASH �' PU LA "H", I HENKEL,SRX_ H 6008 o 24 9539 #8 X3147 QUAD PH TEK,ZINC,SCREW 25 P-3581 C C ,18 16 FIB FASTPHIFE S 17{32 17132' A. tE o 26 3587 1 K 2,S REWMT 27 P361CWS LB L(L U m ¢ 28 -8400 GOLD CEILA 1 AP PLUG,1 HOLE M&MNYLON 1 " - 1116• 1 1/16• +`�4*11t�tE6yhhy ;� .� 1 TEMP RA LBI. N D i— 1 40 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIZ.TOPSIDE r.. No 58101 32 P-40M R UID .HD H-1592 H-1593 *. * ._* 33 •l 4 #8-32 X 1/2"PH TO HDW AS L a*. 34 -40M_19UPPORT PLATE,LOCK, { eROTO SS STATE OF 'W 35 -4006 LOCK.MULTI-POW, .,WHI It ROTO S 3 i1B^—......----j 3/a i",C�ntitiA =•� 36 Q7 TO.OPERATORS ! EM g 6 '.��rp O Fit d.'4 •' , 3 4 & L M., H 13') dNA� �A`�, 36 P-4010 S L.H.,RO tu�6 39 -4012 SHIM,ROTO RTO HD ROM NYLON 40 14 PER, SASH REINF. ROTO HOWE. 4/18/2015TS-1505 i P-4018RIGHT OPEN CASEMENT) LUCAS A.TURNER,P.E. 42 P-4020 PP HEP, _' HD .(SS} 4117 FL PE#58201 8-32 x 314" H WI 1116" d,M , R 1116" 1239 JABARA AVE. P--4M4— .,1116" NORTH PORT,FL 34288 45 -4 1- 0 A * • - { HGT.} � PH.941-380.1574 47 4 !:E4 OW 7E L 7f32" h--3'—r{ DESCRIPi u: M � NMI � d 1 BOM AND EXTRUSIONS 48 x • • •• A SCREW SUPPORT 49 4 1 2- 32{.062 X. H P PVC FIN FRAME P-3113 50 P-4641 #8 x FA ss H-6030A ADE 05/05/07 51 -1 MARKALUM ffwff_+. 52 6064 GLZ! • • K CWS-161 C NOTE:ALL EXTRYSIONS 41 ALUM$416 dNLCS%0ljER9VISE NOTED. SHEET ••• • ••• • _—....... 2:1 40F6 ••• • • • • ••• • • , ' ° SEE NOTE 2 2DEWIMENSM 6-MAX(TYR) 1OWSW44THAVE. SEENOTE2 41 MAX.GYP.) WWW.CWs'CC 8400 PVC CASEMENT MAX X1 i ANCHOR(TYP.) Lu a a NSTALLATION INSTALLATION ANCHOR ITYR) 8'TMIJI FRAME ANCHOR Lu HINGE SIDE JAMB ITYR) D C3 HINGE SIDE JAMS(TYP) IFINI FOR UNITS UP TO 3r 72' EW ^41 STAT r I 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. po 2.S141MAS REOAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACKTOSE 114',USE SHIMSWHERE SPACE GREATERTHAN Illir IS PRESENT, LOAD BEARING SHIMS SHALL BE Tic OR BETTIER.WOOD SHIMS ARE NOT ALLOWED, 1 3,ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6, 4,ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATlNGL DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST ............... BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER P.E. FL PE#58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER$INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT 13E USED IN SUBSTRATES WITH STRENGTHS LESS TH 1239 JABARA AVE. SPECIFIED IN TABLE 1,JHEET S. AN THE MINIMUM NORTH PORT,FL,44ne PH.941-380-1574 6.ANCHOR EMBEDMEN:TO DRESSING OR STUCCO. FOR CONCRETeCMU OPENINGS,EMBEDMENT"SiHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. OV NSTALLATIONS TO SO Tj GFZ)URFI� M;CM MAY INCLUDE BUT DO NOT REQUIRE I X WOOD SUCKS BETWEEN THE PRODUCT AND T14E SUBSTRATE, NSTALLATIONS TO HOLLOW CMW RQU PEJ X B&P BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE& 00 000 00 NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAMED BETWEEN ALL FASTENERS:3'FOR MASONRY,I'FOR WOOD AND METAL DPAWN 8r 8,WOOD OR MASONRY OPENINGS,BUCKSA14D DUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECTOR EC04EER OF RECORDAND INSTALLED TO TRANSFER WIND LCADSTO THE STRUCTUAF_ AIDE i ubfuwo7 I SUBSTRATES SHALL*MEJTTj-.E MINIMWM STP�NGTH REOUIREMENTSAS SHOWN IN TABLEI,SHEET6.CONCRETE AND MASONRY SUBSTRATES MAY NOTSECIRACKED, ............ 9.SEALING AND FLASHING S;RATEG4 F8R CV:RALLWATrfflR*ISf&N'CE OF INSTALLATION SHALL BE DONE SYCITHERS FOLLOWING THE CUIRRENTVERSION OFTHE REFERENCE DOCUMENTS: i CWS-161 1:20 ss OF 6 ° ° ° _........... .............. ........... _... MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE INTERIOR 174'MAX.SHIM—...... �+- SEE TABLE 1 MBO,EDGE DIST. -- .......� SUBSTRATE WIC f SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. MIN.EDGE 0157. �......-SEE TABLE t OCAIA,FLORIDA 34474 SEE TABLE 1 ( 114'MAX.SHIM I W W W.CWS.CC SEE TSUBABLE 1RATE 8Y OTHERS.... MIN.EDGE DIST. ...._...--+ SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE i SEETTABLEION ANCHOR -- _ _ Q _._.__-� I CASEMENT ampvc BY INSTALLER ......I_ INSIDE AND OUT f MN EMBEDMENT .. —�. SEE TABLE 1 IMPACT SEALANT BEHIND FLANGE BY INSTALLER _tf4"MAX.SHIM � r �I PERIMETER SEALANT �`I —PERIMETER SEALANT BY INSTALLER BY WALLER INSIDE AND OUT o a' INSIDE AND OUT E INSTALLATION ANCHOR ........ li'uJ w .. SEALANTBEHfND SEE TABLE t �: m FLANGE BY INSTALLER SEALANT BEHIND ....... INTERIOR FIN BY INSTALLER m INSTALLATION ANCHOR—_._...__.._ _. __B HORIZONTAL SEC1lIX+l C ..HORIZONTAL SECTION T LL C? ........ _Cid. SEE TABLE! s TYPICAL 3AMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE HEAD AND SAL SIMILAR FOR FIN INSTALLATION > Z Lu w Ors NOTE:ADDITIONAL THRU-FRAME ANCHORS o a ' (AS SHOWN IN DET.816)REO'D ATTHE HINGE SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT, �V4"MAX.SHIM ...... ...... SEALANTBEHIND j FLANGE BY INSTALLER 2 itiAr7 PERIMETER SEALANT MIN.EMBEDMENT INA4 DREYy?��'', N IDEANDPR SEE TABLE I +�+G�+'`�.10EN$ •• sir„ S ANDOUT ....... ! ._... ` � NO 5BxOq SUBSTRATE BY OTHERS SEE TABLE 1MIN,EDGE DIST. I:.9� 8TATE OF HEAD BY INSTALLERREW A VERTICAL SECTIOP! SEE TABLE 1 I .y�1,��"A�D R to h`I: ....fi TYPICAL SILL ANCHORAGE Ori 74NAt.��'L rr+rr►►n.i►s TABLE is APPROVED INSTALLATION FASTENERS 4118!2 6 FRAME TYPE LUCAS A.TURNER,P.E. E CONCRETE{20 KSI MIN,} 3116`TIVJ TAPCON t-117' 1-118 FL PE#58201 FLA PERIMETER SEALANT--^ 1239 JABARA AVE. BY INSTALLER _....... NORTH PORT,FL 34288 FLANGE CONCRE 85ltgI%I N. • • • • WW ELCO ULTRACON 1" 3' INSIDE AND OIIT PH.041380-1574 Q HORIZONTAL SECTION _ _ ... FLANGE GAOIlT-FOU CMU fIS )• • • 3116"ELCO ULTRACON 1.1/4• 2-112 -- B BOX FRAME INSTALLATION • • • ••• a'16`RW TAPCON HEAD AND SILL 5I61R,AR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE 2X MIN.S•D:UMEFTN WNE4G=i55} • • • 01tELC0 ULTRACON 1-318" 718" FLANGE 2X MIN,SOUTHERN PINE(G=0.55) 110 WOOD SCREW1-318` 7tB" FLANGE REMOVAL NOTE;PARTIALLY OR FULLY REMOVING THE FLANGE, bRASYN BN. FLANGE 15 GAUGE(0.060"}MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: i (33 KSI Y ELD MTJ} TEKS SELF-DRILLING SCREW T14RRU QOHEP 7118" ADE 05/05/07 118"ALUY:.{BOf•3 MIN • •#70 ffiRADE 5 SELF-TAPP0N0 J FULL THREAD MIN,114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 0° �~ FLANGE 1/8"STEEL(334CS1 MIN.}• • ••D$RJ NG SCREW THRU 0.125" 7116" INSIDE AND OUT,RILL PERIMETER,BY INSTALLER. CWS-161 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS -- = SHEET I FIN 2XMN1.SPR -Fid 0.4 #✓IWOEEm SCREW i-112' 7116" SHOWN FOR FLANGE WINDOWS, i6 OF 6 — ......... •. �_ r .............. ......... 1 2 ............. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 .—-- t�701 1!� it F10ti{�Depafnefgj SCIS Home ` Log In ! User RegStratlon Hot Topics Su"t Surcharge Stats a Facia :c•.! 1 BUS[nie5 CProduct Approval USM:Public User Regulation �� P.trlduct Aooroval Menu >goon Ljg>Application Doral rcaRs�.-� I FL# FL16177-R1 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 ekoss€ocws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss(bcws.cc Quality Assurance Representative )ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop0cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 see* Quality Assurance Entity Keystone Certifications,Inc. ••• •••• •••••• Quality Assurance Contract Expiration Date 07/21/2020 •• • •• • • • • • Validated By Steven M.Urich,PE •••••• • ••• • Validation Checklist-Hardcopy Received•••••• • • • •••• • • •••••• Certificate of Independence ( • •••••• • • )^1.16177„..R7,,,,fC” F��i�,#'�.7�"k�' 1�8 C>a 1 t!!!@2 N illri�rhl.DUf ••••• Referenced Standard and Year(of Standard) •• •• Kew• •••••• AAMA/WDMA/CSA/101/1.S.2/A440-08 •• • 20QB • • ASTM E1300-04 • • •200 • ASTM E1886-05 • • 26"• ASTM E1996-09 •••• •�009 *ego** PA TAS 201/202/203 194 i • • •• Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param—wGEVXQwtDgvyf4ingAXhIOy... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Madel,Number or Name Description 16177.E SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVKZ:Yes FL1.6177 R1 11 CWS-812B(SH-8100,TMP,NoSillAnch).pdf Approved for use outside HVNZ.Yes Verified By: Lucas A.Turner 56201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other,SH-8100 PVC Impact,no sill anchors required. EI-16177 RI AE DuPont PVB NOR 13-0129 27.pd Safety glazing required on outer lite above 30 ft.in HVHZ. FL16177 R1 AE valRep CWS-8128(�H-8100,IMP Glass complies to ASTM E1300-04. NoSillAnch).odf Fp,16177 R1 AE Quanex(Mikron)NDA 12-1017 02 Ddf Created by Independent Third Party:Yes •ick fiezt Contact Ug::1940 North hbnroe 5jz .TaMjhacw FL 9 M g„rigna:850.497-1824 The State of Florida is an AA/EEO employer.JQ*vrieht ZW7.2013 State of Fiorkis.::Privacv Statement::An sc bllty Srat�.ment:: a and Statement Under Florida law,emal addresses are public records.It you do not want your e-mail address released In response to a pudic-records request,do not send electronic mail to this entity.Instead,contact the*fits by phone or by traditional mai.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 emai address N they have one.The emails provided may be used for official communication with the IKerses.However emai addresses are public record.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 pubik.To determine tr you are a licensee under Chapter 455,F.S.,please click GSte.. Frodcrct Approval Acr.•pts: 99- vccntit-ter reins •••••• • •• • •••• •••••• •••• • ••••• •• •• •• •• •••••• • • • • •••••• http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 TiNL1 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TaCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44`s 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 5`s 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-812B,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-38I5-1 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, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 R in HVHZ) —Air—5/16 Laminated(l/8Ann-.090PVB-1/8Ann)inboard lite • 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. 12-1017.021 1 1 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5g'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:mancip •0, •••.:. interest in Custom Window Systems or in any company manufacturing or distributing prrAvatsfor whjclf.,• ••• �. this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a fineaeiel interest. • in any other entity involved in the testing or approval process of this product. •••••• ""'• ...... .... . ..... �Fassa..• F� frI •••••• . • No 58201 V Z •448/h ••• . :cr. Lucas A. Turner,P.E.• ,13 ,. STATE OF .�-'4'' FL PE#58201 OR t�'��,��•` Lucas A. Turner a*.. .:. , /OW-SA:'►' 2015-04-1S 22:20-04:00 WINDOW 5131 M i 1900 SW 44TH AVE. GALA,RORIDA34474 Www,CwS.CC 8100 FVC SINGLE HUNG IMPACT a ....... 71$'OVERALL INSULATEE0 GLASS ,Yc, i— r� .... ...—.ifl"ov"cRaLL INSULATED CaLAss _........118"ANNEALED OR TEMPERED i i ... Ila*ANNEALED gH TEMPERED ••— 7116'AIRSPACE ._.__�. ..._ 711S`AIRSPACE ` � W 0"L-MlINATED Ge.AS6 tlffi" crs E+Lgry{dp{A S ACE TEDGLASSSIffi'ANNEALED _.Pitib'A1vNEaLED �OPO"PV@ dRREHtAYER BY Rf.PCidTOW n8 IINTERLAYER BY DUPONT1t&"ANNEALED ANNEALED O :._...... DLrftaSEAL W TRUSEAL ut w DURA$EAL 6Y Td3USEAL 4 PURFECT GLAZE"H"OR SIKAFLEX 552 PURFECT GAZE"H"OR:SIKAFLEX 552 II m 4 �_......._. 3Yd"GLASS BRE 1 ... 1;2`°GLASS WE �— { Pr v. No 56201 y 1 s £ OF l,p:t•• TAT •,"btu SASH LITE r 1 FIXED LTTE O 1 4111/2015 LUCAS A,TURNER,P,E, € FL PE#5&201 1239 JABARA AVE. NORTH PORT,FL 94288 •• ••• • • • • • •• PH.941-380.1574 • ',�EEET DE3CRff?1:XJ: • • • • • • • • • GLAZING DETAILS BAT 06/18,112 d • • • • • •• i i CWS-812 B � • • • • • • • • • SCAM- SHEET • •• • •• • • • • ..l.lR_R............ ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ........... A ttsT FRAME CORNER ITEM PARrM DESCRIPTION VENDOR MATERIAL ........._3118"- CONSTRUCTION 1 H-6031 Main Fr.,SK WRg.,PVC,Head Mkron Vinyl 2 H-6031 ain Fr.,SH,wlFig.,PVC,SIII Mikron VI i t •-1 lane,, WI1N=W 575TEM5 � 3 H-6031 Maks Fr., H,w/F .,PYC,L.81. Mkron Vinyl �--23716 1900 SW 44TH AVE 4 HG031 Ma n Fr.,SH,w/F V , Mkron Vinyl 3 "` s OCALA,FLORIDA 34474 6 8-1577 Impact Hook mark Alum I� 1 WWW.CWS.CC 8 H-6027 Sash Meet.Raft,PVC Mikron Vinyl z 11718` 4 t&8" 1 yg" _.........—._...._ 9 H-1497 Beira.Sash Meet.Fail K mark Alum t/IfI 10 H-6028 Sash Bottom Rall,AVC Mikron Yin I � 1716" »18" CORNER WELD $100 PVC 12 6004 ash SldotToptBot.Rall Mikron V n I (ALL SIDES) I SINGLE HUNG ,:e IMPACT 13 3-1498 int.S.$.R.JS. PVC FRAME FLANGE-4031 PVC SASH BTM,RAIL-6028 PVC SASH TOP RAIL-6027 to Sfii06q Utz.Bd.,718" Mikron Vinyl 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl -- 19 S•5014 Scm.Adapt.,PVC,Vert. Mikson Vinyl CY t 12` ' 20 S-6029 Sash Slap/Filler,P ,Vert. Mikron Vinyl r 13119" 23 H-t 699 Reinforcement,SSR Ke mark Alum 718" � �, rl❑ 24 P-2190 18alance EIS4 9dt8 1 25 P,3059 Sash Cam,PVC B31 Plastic :,m 26 P-3046 Take Out Gip BSE SS �-`- 8 1578' 2118 1718" FIXED MEET NG RAIL 27 P-3783 ILWX,Impact,PVC Iriterlock SCREWED T{JGEII IE wtTt1 1118" OUTEP.FRAME 28 P-4069 Keeper,Impact,PVC Interlock mac 7:8 is o 30 P-3215 W Cm4tr W Flap Gaer Plastic REINF.,IMPACT HOOK-1112 o) 32 P-3429 jWstp.,0270x.t87back FnSeal Gray Ukraab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 tu O 37 P-4638 #8 x 2-1!2 PH Mod.Truss,T A, K 2 Fasteml Sleet a cca t[ 38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel r-t 718 - 39 P-4051 W 98 x 1.250 Ph FH TEK,Wht. Hub City Steel s s5 ! 1 118 40 P�f264W 718 x 314 FH PH wA18 Head,TEK,W M. Hub City Steel q w 5+18"-,i r k3' 44 P-3342 Seam Sealer,SW5504 Schnee 771" 1 .. 75'18" '' O 45 P-3752 p Plug,112 Hole 8M Nylon L - 1118" -1116" Goa' Itis" m 4 z 47 P-3438 Slkafktx 552 or Perfect Gaza'H' Ska7HanktA 48 P•3352 Set.Blk.,85 DIx.,1/8"x SW x 2` pllstrtssrtrts 51 dFIxod Tem �• F.LnMle Rubber PVC SASH STOP-eo26 PVC SCREEN CATCH•8013 PVC F0(ED RAIL -81x13 PVC SCREEN SUPPORT-6974 ,00 IDREtV tp� Temporary Lbl.(NFRC/D ) •..,�(�4)+ 52 CWS Lbl. I Pro Label 314"-........ i?q�?.•�G E M8 '..P ++ 53S SHEET2 G t8"^ y4�--y 1/4" �» *-. No 5!3209 %V 54SEE SHEET2 GLASS �i � ngS cerDurasear 118 1118` 1"Green Frame,Horiz. Alimetai Alum —'rte �....___ ilii` } i . STATE OR :.4U Green Frame,Vert. Alimetal Alum WREINF.SARA.S.R.-1498 RErF. BTM RAILte89 REINF,TOP RAIL•1497 PVC GLAZING BFAD-6081 gF '+� A�..64 Screen Frame Comer Key Alimetal Plast c + 65 P-3581 Screen Cloth,t 8 z i S Fiberglass Bettervtle Flbe lass +r+011 ONA hE�i�N� 66 P-3228 Green Spline,.155 Dia.,Bk. Dae Vinyl 67 P-3029 IScmen Pull Tab Summit Alum 68 P•3033 IScreen Spring,SS Fl.Screen SS 4111/2015 70 P3113 Screw Support for PVC T.Plastics fan LUCASA.TURNER,P.E. 71 t 8 Alum.Fixed Rall Key ark Alum 0 ar18. FL PE#58201 72 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE. 732 Reinforcement,Impact Hook Keymadt Alum NORTH PORT,FL 34288 74 1 AS x 11274 ar±il•ad,•TEI* • • • F�2rtel Steel PH_941-380-1574 I+1 site,, ... 112--_}r."`4 - Pt-1 lid. LINE ITEMS NOT UCED: •• • • • • ••• . s aye 5,7,11,15-17,21-22, 9,31.53.36:411-43,.;49- 5, 7 b•I,69 6 ) ....._._..-3"-...._--.; BOM AND EXTRUSIONS 718" ...._L.._.. DFAWN BY: DATE: SCREW SUPPORT-3113 IMPACT HOOK 13AT 06118112 • ••• • ••• ••• • S-1577 We M, .. • • • • • • • • CWS-812 B _._ NOTE:ALL F�CT�iGSKjtR�S ARE.ALt IIAINUM0 i 610FELES9oO7MERWlSE NOTED: SHEET • •• • ••0 • • • • •+�—�-.... •a• • • ........... ............... 1:2 _ 4 OF S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _..........._.......... TYPICAL HEAD ANCHORAGE t/ S711 R'f�iY11fXX) MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 ! SUBSTRATE � 3Y3TEM5 .. *IA TABLET BYOTHERS 1900 SW SUBSTRATE BY OTHE114"MAX SHIM— ! SEE TABLE t (j 54474 44TH AVE. CAUi,FLORIDA SEE TABLE 1 _j j -. ...... _ WWW.CWS.CC MIN.EMBEDMENT ` .... ..........- PERIMETER SEALANT TABLE 1 MN EDGE DIST. BYtWSTALLER ...t. F SEETABi!-E1 �+�f"QO F�vc INSIDE ANDOUT _.._._L SINGLE HUNG SEETAINSTALLATIONANCHOR-....._ .... SEALANTBEHIND FLANGE BY MSTALLER SEETABLEIIMPACT MAK SHIMPERIMETER SEALANTBY INSTALLER€NSTALLATION ANCHORINSIDE AND OUT ':, w m SEE TABLE i `- ...---SEALANTSEHIND € GE BY INSTALLER a CONTINUOUS DOUBLE X15'BEADS OF <EECALIA L S_ '0. ! dQi TREMGLAZEUi60bSEALANT AROUND MBANCHORAQEW PERIMETER AT ALL INDICATED POINTS :a BETWEEN FRAME AND BUCK BY INSTALLER, Ili"MAIC SHIM Z V FLALANTSE FLAINSTALLER NS FLANGE BY TT ALLER } PERiMET-A SEALAM1tT' LAN.EMBEDMENT BY�ISTAtLER SEE TABLE i ' ♦yytyi[iitttA INSIDE AND OUT SUBSTRATE BY OTHERS /+ of Na 5820'1 -v'FZ SEE TABLE i .__._ MIN,EDGE DIST. SEE TABLE i A VERTICAL SECTION STATE i3P 1t1.". 8 TYialCAI SM.L ANCHORAGE V/ / w A% Jk411112015 TABLE 1:APPpQYED IN T ON FASTENLUCAS A.TURNER,P ESU ANCHOR TYPE MIN.EMBEDtrI FL PE#58201 PERIMETER SEALANT------ f- N) 3118'RW TAPCON 1-112' 1•t BYINSTALLER 1239 JABARA AVE. HALL 2" INSIDE AND OUNORTH T PH. PORT,F1FL 34288 CONCRETE285 I IN. C HORIZONTAL SECTION ( • • • • • 3116"EZC.O ULTRACON 1" 1' 8 DO FIRAME INSTALLAT.ON 140M D i 'pW"—"`""" GROUT-FILLED CMU(ASTM Cy90) 0 ULTRACON 1-114" 2-112" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 2X MIN.SOUTHERN Pt�E tG.Q • • • OFPE ITW-XPCON INSTALLATION DETAILS •• •• • OitEL.EOULTRA00N 1_318* 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE 2X MIN SOM14ERN PNJE _ .......... (G-0.55) 1110 WOOD SCREW 1-318` 716' UP TO RIND INCLUDING ABOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN DATE: 16 GAUGE(0.090")MIN.STEEL STUD #10.15 HILTI KWIK+EXOR 1TW FULL THREAD 7118 MIN.1/4`FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED BAT 06118112 (33 KSI YIELD MI 000 TE4S SELF•ORLUNG SCREW THRU 0.090' 118'ALUM.(6063 MIN)OR • • • #10 D 5 LF-TAPPING! FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. Or. • 7178• PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B 118'STEEL{33 SI MIN. • WR THRU 0.125 • •• • SHOWN FOR FLANGE WINDOWS. .- SHEET -----------•rO-......-- ............•••_.._w_ • • 12 ............�____........... BOF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 1 of 2 -Aff ��•f irk� '� ��'1.Ti�1, >�; .1�ti� - SCIS Home I Lop to User Registration Not Topics Subrrst Surcharge Stats 8 Facts '.6:'K:.�L.i.. !!,._.x":( 1::Sd:S�ti: �..._s •.'gyp..�• u neet " Product Approval rs ssli l USER!Pubk User Regulation Prndu Approval Menu>ProducLt�L.e9F.Ei5'a1�Sn Sea�x'h>Aovlf aaon L{st>Application Detail FL# FL16736-R1 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.a Authorized Signature Koss Erin ekoss*cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.oc Quality Assurance Representative Say Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.oc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 66 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida Ucense PE-58201 Quality Assurance Entity Keystone Certifications,Inc. •"• Quality Assurance Contract Expiration Date 07/21/2020 • • •••• •••••• Validated By Steven M.Urich,PE •••• i •• • •• Validation Checklist-Hardcopy Received,••••• i ••• ••••i• • Certificate of Independence FL16736 R1 COI Ev t CVS'S_$T1A{J ;;� �q,.j4gf 3'T 12 it[ • • • •••• • ••••• ar ( ) �� i••••• 00000 Referenced Standard and Year or Standard) 0 •(f�� • AAMA/W DMA/CSA/101/1.S.2/A440-08 090000 •QN08a• ••••+• ASTM E1300-04 •••••• 20g4 • ASTM E1886-05 • •2005• *000:0 ASTM E1996-09 +gear- PA/TAS 201/2021203 •0• • 1994 •••••• Equivalence of Product Standards •• Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wCTEVXQwd)qu8obl°/`2f Zm6... 6/24/2015 Florida Building Code Online page 2 of 2 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 G4/25/2015 Date Approved 06/22/2015 surnmiary of Products D Model,Number or Name Description HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or Ox. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16736lg II CWS-871B fHS-8200 74x63 IMPS odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Otter:Large Missile,74"x 63",DP+/-60 psf.Outer lite in FL16736 RI AE DuPont PVB NOA 13-0129 27,odf I.G.must be safety glazed when used above 30 ft.In HVHZ. FI 16736 RI AE EyWReD CWS-8718(HS-8200,74x6 Glass complies to ASTM E1300-04. IMP).odf FL16736 RS AE ouanex fM)kron)NOA 12-IQ17 02.pdf Created by Independent Third Party:Yes 16736.2 H5-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ.Yes FL16736 Ri II CWS-869B -8200 111x63 IMP)Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other.Large Missile,iii"x 631,DP+/-60 psf.Outer lite FL16736 RI AE DuPonj PVB NOA 13-0129 77 pdf In I.G.must be safety glazed when used above 30 ft.in FI-16736 R1 AE DuPont SGP NOA 11-N224-02,D1 HVHZ.Glass complies to ASTM E1300-04, FL16736 RI AE EvalRe CWS-869B(HS_8200, 111x6;1,,, IMP).odf FL16736 111 AE- Quanex(Mikrnn)NOA 12-1017 02,pdf Created by Independent Third Party:Yes rack ;:194p North M_^nn^a Ctreat,T NditTS°l`Ft 72349 Phoriiii;850-487-1824 The State of Florida is an AA/MO empir .yer.rmrlaht2007:017 SAIM of Florida ::PdlraSx.Sfaterne ;;ACCeSstbi€itv 5tatemem;;Baflund Stat�ient Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not serid l*=wlc mail to this entity.Instead,Contact the office by phone or by traditional mail.If you have any questions,please contact 850.4a7AnS,'Pursuant to Section 455,275(1),Florida statutes,eftctive October 1,2012,licensees licensed under Chapter 455,F.S-must provide the Department with an amaa address If they have one.The email$provided may be used for official communication with the kensee.However email addresses are public record.rf you do not wish to supply a personal address,please provide the Department with an emall address which can be made available to the public.To determine if you am a licensee under Chapter 455,F.S.,please click bz X,,. 14rMckt�Apprqoval Accepts: li.:...a ER 13 4444 *-vu it rasaaa • • 0000 •••••• 4444•• • •• 4444•• • 4444•• • • • 4444•• 4444 • • • • • s •4000• • • ••4••• • • 4.4.4 •• •• 0000 00.09•40 • • • • • • • • • 4444•• so 0 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDqugobl%2#IZm6.,. 6/24/2415 T TRNE 1239 Jabara Ave. �✓ 1 North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING,INC. FBPE C.Q.A.#29779 Evaluation Report 871E 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's 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 Sa' 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,-]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-871 B,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+/-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.OA. 13-0129.27, Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02, I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5b 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 wgiche e •••••• this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest • •� in any other entity involved in the testing or approval process of this product. *0000* • •• •••••• • �rt •..•.• • i••••i M . REty o •.•. . . • 01► 1 ..... �t�i • • ••..•• J : •%lfiow ...... ..... ., No 58201 t�-% .. .. .. .. ....�. **z •.•• • • ,:'P: STATE OF r� •••••• 0. .,#wr y t' t 0 A I'D `•' � �,`' Lucas A'T*ner,PF.. • ONA � �+�` FL PE#58201 Lucas A. Turner 2015-04-18 22:21-04:00 CENERAL NOTFS- ORIZONTAL SLIDER - LARGE MISSILE IMPACT1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT 20=OW 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 KALA,FLORIDA 34174 IN ASTM E 1996 PER THE FBC. WWW.CWS.Cc ....... 75114'MAX.OVERALL FIANCE WIDTH - 2.GLAZING OPTIONS:(SEE SHEET 2) .......__......._. 74"MAX.UNITWIDTH 3.CONFIGURATIONS:'OX","XO". PVC HORZ,SLIDER 4.DESIGN PRESSURE RATING: IMPACT 33 GLASS OLD—_.......... -I -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-130004. POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER --_;. INFILTRATION TEST PRESSURE AND GLASS TABLES i ASTM E-1300.04. ANCHORAGE:THE$3113%STRESS INCREASE HAS NOT BEEN USED 64 14" 11 + I IN THE DESIGN OF THIS PRODUCT,SEE SHEET 5 FOR ANCHOR Y .. FLANGE $ ( DETAILS.W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD tu ¢ m jj "EIGHT IB ANCHOR CALCULATIONS. u Z I 8.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Iss C3 r s REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o L UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT I i> MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND „ UNI j FLYING DEBRIS. a HEIGHT r wig, 7.ALL FRAMES AND VENTS FULLY WELDED,SMALL JOINT SEAM SEALANT MAXi u SASH USED AT FIXED MEETING RAIL AND HEAD/SILL Q i HEIGHT &SERIES i MODEL DESIGNATION HS•8200, I I 581315' I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ---- A- -- GLA OSS I 5... X=OPERABLE SASH,0-FIXED SASH av yy DL R ♦_c I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR • �d�p •'"oE N&'- t 1 I U LOCATION. •v r 5 11.EXTERNAL WEEP SLOT.1/4'x I'LOCATED 4"FROM BOTH ENDS. C # - ", a� OF Ul. i 40 a •4r L:r 5 Lucas A, ~'i��lc®•CG..11;:%p��.,� aT GLASS DIO ....._... Turner 4h �......... L 2015-04-11 ss 516"MAx SASH WIDTH........- 15:18-04:00 +� 4111/2015 ......... LUCAS A.TURNER,P.E. FL PEI 58201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT.FL 34288 • • • • • • • • • PH.941-380-1574 91 ON; • •• • • • • ••• • GENERAL NOTES ANIS •• ••• •• • • • •• ELEVATIONS TABLE OF CONTENTS f0 AW GENERAL NOTES&ELEVATIONS-........,1 ADE 10110!13 SECTION vl W,! t'R AZiN�r1E�AILs.+.t •• MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EXTRUSIO &B. <M.......... ......... 3 CWS-871 6 ANCHC7R ED E a y( ifs'*'_...-:-*.4 •• 74"x 63" +!-60 PSF LARGE MISSILE IMPACT _ NSTRL f1 ION D QILS......�..............,.` . . . —' ••• • ••• • • • SHEET 1 OF 5 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ' I 9DD SW 44TH AVE, OCALA,FLORIDA 34474 FWWW Ows cc �izpvc i IMPACT 141 61 1 SECTION B-a @) NOTE.FIXED LITE AT HEAD AND SILL IS SIMILAR, ri6 cc uj HEAD WPACTHOOI(fTYP,� MIDSPAN OF SASH 118'ANqEALED or TEMPERED TF —7/16-AIRSPACE STA VW ANNEALED SWEEP LOCK(rYP.) ONLY ENGAGED PRIOR 09Q DUPONT M INTERLAYER #11 TO HURRICANE FORCE WINDS. LOCATED AT THIRD PONTS 1/0"ANNEALED (Imm 2-n 4111/2016 ON EX 552 LUCAS A-TURNER,P.E, FL PE#58wi 239 JABARA AVE, 40A NORTH PORT,FL 3426a 0 0 .0 0 1. GLASS BITE 00. 00 .0 .0 SECTION IVIEWS AND 40 GLAZING DETAIL SECTION A-A HEAD IMPACT HOOK AND DATE- 0 000 0 JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 0 120 0 :SECTION CC Dwd—c REV.; 0 o 0 o o 0 iLT'i RNATE FIN FRAME GLASS TYPE A CWS-871 8 :00 :0 :.o :0 0 0 0 0 E D °°° ° ° ° ° °°° ° ~ ° ° ° ° ° ° ° ° ° °°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °° °° ° ° ° °° °°° ° ° ° °°° ° ° _._........ _._..... -....._.. PARTS LIST 14 —..._ CORNER CONSTRUCTKUV ;l��tftiN7� ITEM PART# DESCRIPTION VENDOR tdATEt11At --- I ----3 718"--- 1 H•1497 Reinf.Sash Meat.Rall Keymark Alum e 1,/z' WINDOW SYSTEMS 2 K16W Reint.S.B.R./&S.R, Keymark Alum -0j I 3 190DSW44THAVE, 3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA34474 4 H-6052 Sash To ot.Rall Mikron PVC WWW.CWS.CC P� 217!16" 99!78» 2118' Y116"5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC6 HI-6050 Sesh Meet.Rail,PVC Mikron PVC CORNERWELD (ALL SIDES) $2130PYC 7 H-6051 Sash Side Rail,PVC Mikron PVC L - 1 — 1S HORZ SLIDER 8 H-6049 Malt+Fr.,SH,v#Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN4048 10 P-3033 IScreen Spring,SS Hurley w--23rtx i 1518 �i 3 tg w18 t T'a t1 P-3713 Screw Support,PVC Team Plastic Rubber 72 P-3248 Screen Frame ABmetai RollFomt I S0/ ' 13 P-3228 Screen Spline,.155 Dia.,BIk. SI _C1 Daps ,SIB" 15!8" ,S8 1 5f S'" 1 le 14 P•4754 Screen Frame Comer Key Ailmetal Nylon `111G Via' - 1176` Ilia" FIXED MEETING RAIL f5 P-3342 Seam Sealer,SM-5504 Schnee Silicone T------- SCREWED TOGETHER WITH ;— OUTERFRAME ' 16 P-3352 Set.Blk.,85 Dur.,1/8'x 518"x 2'Lg. Frar*lz to Rubber PVC SASH MTG.RAIL-8050 PVC SASH SIDE RAM-6031 PVC SASH TOPI TfM RAIL-6052 PVC FIXED RAIL COVER-5063 t:g 17 P-3429 IWstp.,0.270 x.t87 back FinSeal,Gr UllafabW. o 18 1 P-3539 1#8 x 3r4"Square TEK 2 Zinc Fasten/ Steel .,• y4» $ w x w Ys P-4730 #8 x 172"Truss PH TEK 2 Ono Fastanal Steel 0 We' ¢ g ... .._ � 2 I w O OC 20 P-3752 Cap Plug,112"Hole M&M Nylon . Lj 1ne ! w 3783 orOcc .._ 1/16" 21 P-2:0 Spring Lock,Impact,PVC interlock SASH MTG,RAIL-1497 SASH REINF, 1899 ° W 22 P-4779 Plotter,Tandem M&M Nylon �, g^ I i••15/18 O 23 P-4051 118 x 1 114 Ph FHTEK,WN. Fastenal Steel � ..r 374" 7118"—. �-1114" m ¢ � 24 P-4069 Keeper,Impact,PVC irtarbek 718'! n6" t is, ....-- 01pt/rrNrr �..i r+s 28 P-4638 ft825 P-4479 �x 21C/2 Ph Tn�s SMS Aje7t Steel PLAN VIEW-1999 LEAD IMPACT HOOK-t rB9 r 7/18 —Ina" ��7 .-*\G E Nr�h1.G�+ 27 P-4958 Rotary Lock Sullivan Z1nc S&RJS.S.R.•1498 ROLLER TRACK-177fi : � M- 581+01 r 28 P-4952 Kesper,Rotary Lock Sullivan Ono 0 3fir #7 29 P4959 Wstp.,0.420 x.187 back FlnSeai,Gr Ultraiab O 114- x+7/9"i :•O: :rt4 +" J t 30 P-46�R Barrel Fastener Fastenal Steel 41 �p• �V t STATE OF W r4r 31 S-1112 Relntorcement,Head K•ymerk Alum a �+ " 718" 1 .�o��,.. a R tAleptyt;: 32 S-1498 Reinf.S.S.R.IS.S.R, Keymark Alum T t� '•hsjONA4��t�� 58' AB,�.Ill'.Ylt_6' PVC GLAZEBEAD•6064 GLAZE BEAD-t t 12 +0 gotirr+a4�� 34 S-1778 Roilor Track Keymark Alum I 35 S-1999 Frame Hook,Hoed,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-20fb ,!2" !+f iia"••{ 3/8`1 1518' ( 4!1112015 I 36 S-2000 Panel Catch,Head,Impact Keymark Alum 37 S-67705 Anti UB Mikron PVC j 8" i LUCAS A.TURNER,P.E. 38 S-6013 Som.Adapt.,w!Nlb,PVC MikronPVG 3—- 3» —1/2- —Ilia" irt6" ( FIL PEJA#58201 AVE. i t PVC SCREEN CATCH•6013 PVC ANTI-LIFT-8005 1239 39 SM14 Scm.Adapt.,PVC Mikron PVC SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-61VT Fx l • • • • Mikron PVC PH.941-380-1574 t +-� j?ii�€T OEscm Io 41 5-6464 L`xB itg" • • • • • • RDIN, PVC y,s" 1 42 GLASS SEE EE EiT SME2• • • • • P►ARDINAL GLASS BOM AND EXTRUSIONS 43 Pu laze ,S4bF€ex 52 Nankai i Sika Seiicone T— fns" i PVC SCREEN SUPPORT-8074ORAwk ADE e-- ADE 10/10/13 • ••• • ••• ••• • 6wcte: • • • • • • • • TKV • • • • • GWS-871 B LINE ITEM NOT SES NOTE ALL E)MUSIONS ARE•ALUMtNUM 6063-T6 UNLESS OTHERWISE NOTED. - 33 • ••^ • •• • • • • LE: SHEET ••• • • • 30F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --- TYPICAL HEAD ANCHORAGE MW.EMBEDMENT f SEE TABLE f i SUBSTRATE Qgmffll BY OTHERS VViNGOVV gE !^-----�--MIN.EDGE DIST. 114'MAX.SHIM i+- SEE TABLE Y MIN.EDGE DIST — SUBSTRATE SEE TABLE t i SEE TABLE 1 BY OTHERS 119DD SW 44TH AVE. SUBSTRATE BY OTHERS -- 114"MAX SHIM FSEE TABLE 1 OCALA,FLORIDA 34474 WWW.CWS.CC IEE TABLE Y MIN.EMBEDMENT MN.EOO(E DIST. } PERIMETER SEALANT SEE TABLE I SEE TABLE 1 INSIDE ALLER ANDC INSTALLATION ANCHOR---- ..__-L H c8200 P£� INSIDE AND OUT -- """' - SEE TABLE I 3 SEALANT BEHIND MIN,EMBEDMENT FLANGE BY INSTALLER i.'4"MAX.SHIM SEE TABLE Y IMPACT ---`' PERIMETER SEALANT n Iii, PERIMETER SEALANT BY INSTALLER ��aa �a�r ~' 0Y INSTALLER INSIDE AND OUT .....— INSIDE AND OUT ..........-ILS'fAILATKIN ANCHOR i--- - wo , 1 INSTALLATION ANCHOR ? - SEALANT"BEHNVD ! SEE TABLE 1 m SEE TABLE 1 FLANGE 13Y INSTALLER !-.._...... SEALANT BEHIND I w m FIN BY INSTALLER E HLXiiZCNTAISECTION C HORIZONTALSECTION p 5 TYRCALJAMSANCHORA_._G_—E ..-TYPICAL FtN ANCHORAGE 4 it N I HEAD AND SILL SIMILAR FOR FIN INSTALLATIONH � Z'W 00.ul 01p 2 r14"MAX SHIM ! SEALANT BEHIND FLANGE BY INSTALLER m d ldl Z iPERIMETER SEALANT € MIN.EMBEDMENT - BY INSTALLER I SEE TABLE 1 �y4�ytiiiirrq�ry` INSIDE AND OUT j•i ; .tURE{.. Y D ,... i. y.G ,y GEfYgI�t'pj 9 a SUBSTRATE BY OTHERS - �: No 582Gt e L SEE TABLE 1 ..MIN,EDGE DIST. •` SEE TABLE Y MID �cCS A VERTICAL SECTION ,9', STATE OF B TYPICAL SILL ANCHOR .a r=fir ...... - S'ir��•tip R�O r'�\`�� TABU 1:APPROVED INSTALLATION FASTENERS 4/11/2015 -- ---...... , FRAME ANCHOR TYPE MI LUCAS A.TURNER,P.E. NGE CONCRETE(2.0 KSI MN,) SfW ITW TAPCON 1.312' 1-118" / FL PE A 58201 PERIMETER SEALANT-.......--'~r�� f 12SB JABARA AVE. 2" BY INSTALLER --- ' TUN—GENORTH PORT,FL 34288 {2 KSI M ,/ • • •• S 78"ElCO ULTRACXN4 1" i• INSlbE AND OUT D HORIZONTAL SECTION PH.941-380.1574 FLANGE GROUT-FILbED CMM(A6 M%G 9i) • • 3/16"ELOO ULTRACON 5 Bdx FfiAAAAMIE INSTALLATION sIf imN FLANGE 2X*9N.SOfJTFiERN�P1`fE(OkO.IS) • • X16' TAPCON 1.318' HEAD RND SILL SEMELAR FOR BOX INSTALL • ••• •• • • • •• OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G.0.55) 410 WOOD SCREW 138' 708" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(0.060')MIN.STEELS 610-f 6 Hun KW3K-FLEXOR nw FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATIONED:IS ACCEPTABLE PROVIDDRAWWN ED: DATE (33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THRU 0.060` 7116" ADE 1011W13FLANGE 3f M.(6D - Ili •rrs N- • • ti10GRADS5SELF-TAPPING/ FULL THREAD MIN.1f4'FILLET OFCONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Dwox: 6v.: 108'STEEL(3310SI MIN,)• • • • DRILLING SCREW •THRU 0.126„ 7H6 INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS _ FIN • 2X M • N PIlE4(�0 )• • • • MB WOOD SCREW f-112 012' SHOWN FOR FLANGE WINDOWS. S -SHEET 12 SOF5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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-LAG 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 Ahmad,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. 00 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and f9D;1Ved by..... the expiration date may be displayed in advertising literature. If any portion of the NOA•ie d4played,.them it shall . be done in its entirety. ••••'• • •• 6609:0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors e....: and �ocum�enmen a�the jobsite at the request of the Building Official?• • :•••••is NOA#14-0303.09consists of this page 1 and evidence page E-L&�;�„as well as •• • approva lone a ove. .. .. .. .. ...... The submitted documentation was reviewed by Jorge M.Plasencia,P.E. ...... . . . ...... . NOA No. j3-17120.9.14 MIAMI-DADS COUNTY n Expiratfliq&b4: Jur�10,2.019 :0004: Y \t� Approval Date: March 3,.116 ti`s Page 1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 09-0310.1 S) 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 1. Miami Dade Department of Regulatory and Economic Resources(PAR)*•• •• ••• •• . ...... . .. ...... E. MATERIAL CERTIFICATIONS ••• •• 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,l%?R"eir"f eAft Gla;••••: ©(Clear and White)Glass Interlayer", expiring on 07/04/18. '•" 0.0.00 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America.,Indy o;heir"futa&te 0 • PVB Interlayer",expiring on 12/11/16. • Jogge M. asencta,P.E. • ...... Product Ctoutrol Uwit EupQrvison, NOA No. A4729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-1 Eurotech 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 hvad 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 Outsvring Entrance Door-LMP', 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) 0000 . 0000 0009.. 0 009990 . 00 090090 0000.. .00000 0000 . . 90..9. 0.00 9 00000 00.090 9 . 09.96 .r, .. .. 900009 0 . 0 0 0 . 00000 Jowe M.ANeUta,P.E. . Product f onlrol Unit Supervisor;""; NOA No. 11-5 129.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-2 __________ u , (4)ANCHORS ------------- ]I�IAT MTG. STILE ENDS o 42" 75 34- / I II II AT 3"O.C. FRAME WIDTH Q SEE SEfrARATE NOA li �i FRAME WIDTH Z � 3 I j ji FORN7'k 0 DETAILS it j I 13'MAX. DOOR HINGES 13" MAX. 5"MAX. Fz W i I II II I I HERO/SILL SURFACE APPLIED SEE SHEET 2 HEAD/SILL HEAD/SILL w I I FALSE MUNTINS FOR OUANTRIES A CORNERS Q aiL __ __________ I HEAD/BILI (� MAY BE USED do CAPACITY --- C,O O CORNERS _ \` U V G E I / YI 0°11 TWC II D = -�i---- SEE SEPARATE NOA 11II \ J tZZy Ilry+V1 w / FOR SIDELITE II I ACTIVE IN-Ay.l�'IVE Q W r1 f ACYrVE RATING AND DETAILS Ij I / LEAF LEAF co ti LEAF II I n a v 0 O n= • x .-. n _J (3 R WW M.m.. _ %% -TF--V- I� I \ / II N W J it \ /=-\, z Z ZLV W W u \ W O _ �O N DOOR HINGES SEE SHEET 2 ¢ mw J N FOR OUANTITIES m z MIAMI-DADE COUNTY Z &CAPACITY 31 3/4' \ APPO SRSEPARATELLIONNOA 29" 29" u QO D.L. OPG. D.l.OPG. D.L. OPG. n � 39 1/8 36 3/8" I OUT WING ENTRANCE DOOR 36 J/ LEAF WIDTH LEAF WIDTH TH LEAF WIDTH APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. TYPICAL ELEVATIONS (J)ANCHORS ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES AT MTG.STILE ENDS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. AT 3"O.C. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN °o :o COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED u k B k MULLION IN BETWEEN. O R LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT 4FO BEJ%JESI`NEAND•TEST T COMPIZ WITH THE c m REOUIREMENTS•OF THE FLWID.A6 BL�LO%P WD IN( UD&1C RIGH VELOCITY HURRICANE ZONE (HVHZ).• •''''10•••... • • • • • 1 B OR 2BY W004 BUC%8Y:O RS;ML:T :etCHOAEg PROPERLY TO TRANSFER♦AADS Tp•TyE SSTT TU�F• • • •• .i Enqr;JAVAO AHMAD al ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. OVIL .R000Cf xr'V1%,I) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. _ ANCHORING OR LOAQING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. Fta PE/38 R IdIaC CComplyl.g,.ryp Nbrid� o 1' S��pP • ••• *6: • G.A. .3538 R°IdIe6 Cod• NOT PART OF•HI ROVAL'• • • • • 4caP�o°K No►S-U'1 ZiI,)I.( s a ,�' A LOAD DURATION 114CREASE 11 USED IN•DESIGN OF♦.NCHQRS 1470 WOOD ONLY. E'Ii1niII1°Orr tQ 7 19 $ ALL SHIMS TO BE WO11 11APACj,NON-M�f(ILUL!ANZ NQN-:OM:RESSIBLE. 'I( 8 2015 +�. drowlO MATERIALS INCLUDIN� BUT NOT tIATITED TO STEEL/ML1'AL SCIRWS, THAT eTrodncl COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W04_01 REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM I PART I READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARXS U -_ 1 ER006 AS REGO. DOOR FRAME 6063-T6 - �� p 2 ER012 AS REDD. DOOR LEAF 6063-T6 - 9 3 VZ1568 1/LEAF DOOR BASE BOARD 6063-T6 - Z 4 VZ-1483 1/DOOR FRAME SILL 6063-T6 - Q w 5 - I/DOOR SILL BASE 6063-T6 - F"'W 1 8 VZ-1481 AS REOD. ASTRAGAL STILE BOGS-T6 - 1 w 7 VZ-1535 4/LEAF GLAZING BEAD 6063-T6 - C O U 8 2801 AS REDO. GLAZING GASKET EPDM OUROMETER 7535 SHORE A n,fGSu; 1� 9 - 1 SHEAR CLIP 6063-Te - u. 10 1001/50 1/CORNER CORNER KEY ALUMINUM MONTK:ELLO 0,1 11 00600X 4/LEAF HINGES ALUMINUM GIESSE 12 /10%3/8' 4/HINGE HINGE INSTALLATION SCREWS PH MACHINE SCREWS EQ AS REDD. BULB W STRIPPING - - C e n 14 1 - I HH SELF DRILLING •Oj t5 1012 X 1-1/41 FRAME ASSEMBLY SCREWS I - ISMS QLL m LL \ \ ,j to!•9� O DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF 3/16"HEAT STREN'0 GLASS 3/16"HEAT STREN'D GLASS = n SINGLE (X) DOORS SINGLE (X) DOORS DOUBLE (XX) DOORS .090'Interlayer .100'Interlayer _j I DOOR SIZE GLASS TYPE 'A' DOOR SIZE GLASS TYPE 'B' DOOR SIZE GLASS TYPE'A'OR W Kumroy Butocite PVB Kuraroy SentryGlas 0 By 'Kuroray Americo, Inc.' By'Kuroroy America,Inc.' U WIDTH HEIGHT EXT.(+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) WIDTH HEIGHT EXT. + INT. (-) ? 2/6 75.0 85.0 2/6 100.0 140.0 5/0 6/8 75.0 75.0 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D CUSS o cn M 3/0 6/8 75.0 85.0 3/0 6/8 100.0 140.0 6/4 75.0 75.0 v V M 3/6 75.0 85.0 3/3 100.0 140.0 5/0 7/0 75.0 75.0 Z l-w w 2/6 75.0 85.0 2/6 100.0 140.0 6/4 75.0 75.0 w SILICONE w SILICONE �w w 3/0 7/0 75.0 85.0 3/0 7/0 100.0 140.0 5/0 8/1 75.0 75.0 w O z m GE SCS 2800 i m GE SCS 2800 Z ^ 3/6 75.0 85.0 3/3 100.0 140.0 6/4 75.0 75.0 N SILGLAZE II > SILClA2E II z N 2/6 75.0 85.0 2/6 100.0 140.0 LOADS SHOWN ABOVE ARE FOR ,a ii y io s 3. = n INSTALLATIONS WHERE WATER INFILTRATION 0 8 ii ii [ 8 F U V)w I 3/0 8/0 75.0 65.0 3/0 8/0 100.0 140.0 RESISTANCE IS NOT REQUIRED. n �' W o 3/6 75.0 65.0 3/3 100.0 140.0 it d II ~Z='x LIMIT EXTERIOR(+)LOADS TO 48 PSF n Ix DOORS APPROVED FOR INSTALLATIONS DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER ¢ .W WHERE WATER INFILTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE IS REQUIRED. IS REQUIRED. IS REQUIRED. F7 LOCKS SINGLE DOORS: LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS _- I 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTIVE LEAF: GLASS TYPE 'A' GLASS TYPE rBr 36"FROM BOTTOM, KEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART /02181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT GLAZING OPTIONS _ EXTERIOR AND THUMB TURN ON INTERIOR. ATTACHED WITH (4) /10 X 1-1/2'SMS. TOP AND BOTTOM OF ACTIVE LEAF PART/02181 1 STRIKE PLATE 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH(4) R8 X 1-1/2'SMS. Q R soQ 1-1/4"X 1/4"X 16-1/4'LONG 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE w ATTACHED WITH (2) #8 X 3/4' SKIS AND THUMB TURN ON INTERIOR. 36'FROM BOTTOM, KEY OPERATED ON EXTERIOR v w STRIKE PLATE AND THUMB TURN ON INTERIOR. HINGES SINGLE DOORS: 1-1/4'X 1/4"X 16-1/4'LONG ATTACHED WITH (2) I}8 X 3/4"SMS INACTIVE LEAF NOTE: TWO-HANDED COMB HING GLASS CAPACITIES ON THIS SHEET ARE EXTRUDED ALUMINUM BRIDGE 2 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT w - BY'GIESSE' •• ••• • • • HINNIES WYGLE ME-S.' TOP AND BOTTOM OF INACTIVE LEAF PART#02168 BASED ON ASTM E1300-09 (3 SEC. GUSTS) m o 3 3 s S (5) PER LEAF • •• gKIylANO COMB HING ATTACHED WITH(4) A8 K 1-I/2'SIMS. AND FLORIDA BUILDING COMMISSION AT 6', 12', 35", r�T-1/2' • • • WNWED KUMINUM BRIDGE 2 DECLARATORY STATEMENT DCA05-OEC-219 92-1/2"FROM INOOF 00-09 • • • [F'(IESSE' • HINGES DOUBLE DOORS: •• 000 •• • 11)IfR SEIIF AT 7/0 AND 8/0 DOORS 7y/0-HANDED COMB HING - AT 3', 9'AND 26-3/8"FROM Engr:JAVAD AHMAD PRODUC`FKVV)%D 'a TOP AND BOTTOM,ONE AT MIDSPAN EXTRUDED ALUMINUM BRIDGE 2 CML a cnmP'YlaX w11M ow P1ar16 BY GIESSE' FIA PE/70592 o n (6) PER LEAF AT 6/8 DOORS 5 PER LEAF CAM.3538 H......K._od• TOPAT 3•• OD 26-3/8' FROM (AT) / i.�li raliaurOnels'O o1q • 0:0 ••• •• TiQ • 92-61/2t2FROM^TOP OF DOOR O 3 • •• • •• • • • • ,�l AGkn • w4fwrwl drawing no. ••• • ••• • • • NOTE:TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. Wo4-0 sheet 2of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l 1DY TYPICAL ANCHORS - TYPICAL ANCHORS WOOD BUCK SEE ELEVATIONSTYPICAL ANCHORS METAL e SEE ELEVATIONS FOR SPACING w SEE ELEVATIONS STRUCTURE w FOR SPACING Z FOR SPACING c� 0 F a E 'E, ST. EDGE DI 3 EDGE DIST. F W a 0 O o I � �OF U y U � .." ❑ w w Q „13` O o'IvM- 8 � � ❑ � C v w v a 7 CL 4 O H 00 13 TYPICAL ANCHORS LL Z L4LL Q ACCESS HOLES SEE ELEVATIONS WITH PLUGS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH Q m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND .,SEE SEPARATE NOA TRANSFER THEM TO THE BUILDING STRUCTURE.ORT O !L__=_Jq� RATINGRAANDD�ETAILS n TYPICAL ANCI 0 S: SEE ELEV. FOR SPACING m o II ------ _ -9Uy� _ v ' III l� i`� 1 =177 KSI, FY-155 KSI) U INTO 2BY WOOD BU KS OR WOOD STRUCTURES o a^ it II li 1-1/2"' MIN. D JAMBS) (O n W w r7 RU 18Y BUCKS INTO CONC. OR MASONRY z H rMi P G it i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) tnw� p 4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS w -" o F 1 I� �I DIRECTLY INTO CON . 0 z'=_� N W -1 \1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 =-a b i k vl''. 1 MwMI-DACE couNn 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W e.i o l' w W `APPROVED MULLION H Z o a w i'II SEE SEPARATE NOA _ lJ14 M OR F DRILLING S REWS (GRADE 2 CRS) z Z)m TYPICAL ANCHORS it INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 7 N 'I'I SEE ELEV. FOR SPACING INTO METAL STRUCTURES STEEL : 1/8" 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 EDGEDISTANCIINTO CONCRETE AND MASONRY = 2-1/2" MIN. 0 oo INTO WOOD STRUCTURE = 1" MIN.pe x 1/2'SINTO METAL STRUCTURE = 3/4" MIN. b 3'FROM ENDS AND 10'O.C. MAX. WOOD AT HEAD OR JAMBS SG a 0.55 MIN. 3 CONCRETE AT HEAD, Slll OR JAMBS t'c = 3000 P51 MIN. v C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. . m (4) 112 X 1'SMS o •• • • • i • At i•O.C. MAX. H S o 0 • •2 �iwT CENTER OF SILL SEALANTS: o m u o O• 4 • • • • •• ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH o • • • 3 V• REM.AT ADSEL OR TEKNA 50729 SEALANTS. •• 9 • • •(5 UBLE(XX)DOORS o ONLY Engr.J VAD CIVIL °RUI)UCT NWIY.D I t 33 13 I' FLA.PE 579592 NuW neC�wh!•r 4lerld• 3 -o a $ I 11 j • �KePl.nee no vT .l y c R : L •h L.��J •••_T Bft11n1ioY D.k I. 1 v P v . •EOCE 0 '. .� • �• •. �� ? •Nfrrt Pn1lIkF drawing no. .9. 0 .. 0 . W04-01 TYPICAL ANCHORS SEE ELEV. FOR SPACING sheet 3af 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a 1/4"MAX. Q SHIM SPACE 1/4'MAX H < O 1/4"MAX."• METAL SHIM IL o� SHIM �' C (2)fl8 X 3/4' O STRUCTURE t SMS 2B WOOD BUC �. TYPICAL ANCHORS OR F SEE ELEV. WOOD STRUCT E O U ACTIVE LEAF FOR SPACING 1j 13 Q�Qp cr aw e n {LQ z�- ° TYPICAL ANCHORS w Q w f SEE ELw EXT. O FOR SPACINGNG 16 12 EXTERIOR 13 TYPICAL ANcrIDRs SEE ELEV. o 11 2 7 D.L.OPG. FOR SPACING -i to U � Z LEAF WIDTH a a La M FRAME WIDTH U c3n SINGLE DOOR j w MIAMI-DARE COUNTY W APPROVED MULLIONO C7 — 1-^I O1 SEE SEPARATE NOA O 1/4-MAX. 3 2 F SHIM r W 41 m II 1 1BY p 8 Z� �I I� WOOD BUCK 0 g v 0 - SEE SEPARATE NOA Ip i i i ACTIVE LEAF IN-ACTIVE LEAF a W N FOR SIDELITE II I I I 6 O RATING AND DETAILS q I 73 16 1 _ ___ I ,mL _.... TYPICAL ANCHORS _____�sZ-- •w _Oe L_ J --- Q SEE ELEV. u z FOR SPACING 91 12 tt 2 7 EXTERIOR (2) /B X 3/4- O.L. OPG. SMS LEAF WIDTH o •• o •• ••• • • • • • _ • • • • • • • • • LEAF WIDTH • • s• • • • • • m o< m u o • •• • • • • ••• • FRAME WIDTH • • • • • • • • 00 DOUBLE DOOR Engr.JAVAD AHMADq CML vRUOUCT 1tw" FIA.PE 70592 n tompryl.i with h IbIbb gg o n CA. SSJ6 guiding Cod, 01 t4a� • ••• • ••• ••• • AccePlana Mo S 8 �' , • • • • • • • • F,>tpir4tlM ONS � • • • • • • • • • ,l 1 �$2015 1„ drawing no. .• . •• • • • w,� W04-01 sheet qof 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s 0 3s37 '. .070 /® o ® 10 p 9 3 gy J 1.81 2.6513 ❑.�4 iL / Q FFii a / C o � o U a� �o ,.772-�1 O DOOR FRAME I C >M 1.771 p a a a -+VIII I 0 ry 2.830 3.673 .070 2.819 L u n O o 1.024 C) a FRAME TOP CORNER Z e o - 2.aa7 W w w M O DOOR LEAF J 1.772-1 w w � 14 ? Ld � I / _ ^K h W wO 0 r Z O3. . .5�7,-—• •�{I I�.• 3.9-37 • • O•• •• S R Omy 4`uuco�w i?. 1.10113 1.103 W .080 .238 1.636i 043 SHEAR CLIP i DOOR BASE BOARDIg 2.402-1 ,138 o .059 F1.417. 1.76 .063 6 FRAME BOTTOM CORNE 0 1.772• •• • .744 .591 LEAF CORNER 067 177 LaJ �r e r c SR • • • • • • h • _ O •F•RAMt- L •• • V •• ASTRAGAL STILE Engr:JAVAD ARMAD CW 1.000 FLA.PEN 70692 NrkUOUCT rtIM:riD a ii ` C.A. .3538 ��".P4'1gC p'Itl•ie MIRK a fWaing Cod. s 1.000 • • 094 • • •84C .050 1'016 F."Pim"'00' �9 O .• • • •�t- JUL 2015 yt _ Browing no. !•• i• i•• i• ••• •••j 1.201 O SILL BASE O GLAZING BEAD sheet Sot 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •