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WS-14-1240Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-214119 Permit Number: WS -6-14-1240 Scheduled Inspection Date: October 06, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: ROST, DANIELA Work Classification: Window/Door Replacement Job Address: 115 NW 109 Street Miami Shores, FL 33168-4316 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments REPLACE 18 WINDOWS AND 4 DOORS Phone Number (305)343-1887 Parcel Number 1121360030230 INSPECTOR COMMENTS False Phone: (954)7924415 October 03, 2014 For Inspections please call: (305)762-4949 Page 1 of 17 Inspector Comments Passed �59 Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 03, 2014 For Inspections please call: (305)762-4949 Page 1 of 17 4 SPECL4LLTY ENGMEERING CONSULTANTS, Inc. DADE - BROWARD - PALM BEACH August 21, Mr. Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood, FL Re: ROST RESIDENCE, 115 NW 109 ST, MIAMI SHORES, FL NEW DOOR AND WINDOWS BUCK INSTALLATION Dear Mr. Burnett: Pursuant to your request we have reviewed the buck installation for the new door at the above mentioned address. The new bucks were 2x pressure treated southern yellow pine and were cut to the full width of the window/door flange and attached with'/a" x 33/4" tapcons @ 6" on center, staggered. A second layer of wood bucks were attached with W x 33/4" tapcons @ 12" on center, staggered The installation of the bucks is in accordance with the approved plans and the Florida Building code 2010. We hope that you find this information helpful and should you have any questions please feel free to call on US. Inc. �m u d no Ile State of F�l%fiHanC HO%®® Registered Prafessianal Engineer' #0035683 Certificate of Authorization: #009217 1599 SW 3& Avenue, Suite 20 - Boynton Beach, FL 334326 - Office: 561-752-5440 - Fax: 561-752-5542 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION ATE JUN 18 2014 FBC 20 L Q� Permit No. Master Permit No.5 1 '--( Permit Type:BUILDING ROOFING JOB ADDRESS: I '� _� 1 a City: Miami Shores County: gg Miami Dade Zip: 3 I Folio/Parcel#: 1_�a �0 00 • ® (0 Ce01 4 -a-(-9 k A- a(2 Lka SI A 6;1,2C, Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): () I (l1� `C, o �p� Phone#: 7)®5.3 13 ITS -2 Address:w log S City: M 1CA noState: :-�C_ Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Phone#: 954-792-4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954-792-4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954-792-4415 ext 243 Email Address: PERMITS@FHAPRODUCTS.COM DESIGNER: Architect/Engineer: GARY McDOUGLE Phone#: Value of Work for this Permit: $J J Square/Linear Footage of Work: _ Type of Work: UAdditi ❑Alteration UNew Repair/Replace Description of Work 0 -,Q -D (c, C -e- I �B zi-one (7--1 61 S CY u)w-s� Submittal Fee Scanning Fee $ Color thru We.- Submittal ile: 561-752-5440 Permit Fee $ CCF $ CO/CC $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ UDemolition TOTAL FEE NOW DUE $ - Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will MF a reinspection fee will be charged. Signature Signature Owner or Agent ontractor The foregoing instrument was acknowledged before me this The foregoiny� instrument was acknowledged before me this 1Z day of , 20�, by�la�01 C 0 �� S� day of IrL, 20 �by WAYNE T. BURNETT who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as id tific tion and who did take an oath. NOTARYPUB C: NOTARY M. Sign: F��2N Sign: Print:LIN MARTIN C Mts+10mees23a Print: MARTINEZ M Commi ion Expires: My p My Co sion Exp' 0>,�` 829279 a:p11a N pUbfic ad fl�ru �r ...•b?• Bold �k�IaHsak�ksk�k�kakHaH+�ak�k�knkskHiskskH�ik ak�kikak skxksk xssksk.k�k�kXa�H�ik:ksk�k�kikskakaksk�kHiakskskikHzH=��kskak�k�k�Isa�a�skH:sk�ls�kik�kskHa$s �ksk�kakskHi�ksh�k�ksI: (T4 APPROVED BY 14/q Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) WHEN RECORDED, SEND TO: FIRST EQUITY MORTGAGE BANKERS, INC 9300 S DADELAND BOULEVARD, SUM .4a MIAMI, FLORIDA 33156 This mst ument was prepared by: MONICA DIMAS FIRST EQUITY MORTGAGE BANKERS, INC 9300 S DADELAND BOULEVARD, SUITE 500 MIAMI, FLORIDA 33156 305-666-3333 [Space Above This Line For Recordmg Dahl MORTGAGE I Iltlli !Ilii Itll! drill VIII IIlIIlIIII!!II Il11 DR Sk 24007 Pas 3986 - 4001: (16oss) RECORDED 01/24/2014 0840236 MTG DOC TAX 1.143.85 INTANG TAX 682.10 HARVEY RUVIN. CLERK OF COURT CIIAMI-DARE COUNTYr FLORIDA MIN:100156900000409764 SIS Telephone t (888) 679-MERS DEFMOMONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A) "Security instrument" means this document, which is dated January 17, 2014, together with all Riders to this document. (B) "Borrower" is DANIELAROST,TRUSTEE OFTHE DANIELAROST REVOCABLE IZANG TRUST DATEDNOVEMBER6, 2013. Borrower is the mortgagor under this Security Instrument. (G) "MERS" is Mortgage Electronic Registration Systems, Inc. MFRS is a separate corporation that is acting solely as a nominee for Lender and Lender's successors and assigns. MERS is the mortgagee under this Security Instrument. N ERS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Flint, MI 48501-2026, tel. (888) 679 -MFRS. (D) "Lender" ds FIRST EQUITY MORTGAGE BANKERS, INC. Lender is A CORPORATION, organized and existing under the laws of FLORIDA. Lender's address is 9300 S DADELAND BOULEVARD, SUITE 500, MIAMI, FLORIDA 33156. (E) "Note" means the promissory note signed by Borrower and dated January 17, 2014. The Note states that Borrower owes Lender THREE HUNDRED FORTY-ONE THOUSAND FMYAND NO1108 Dollars (U.S. $341,050.00)plus interest. Borrowerhaspromised to pay this debt in regular Periodic Payments and to pay the debt in full not later than February 1, 2044. (F) "Property" means the property that is described below under the heading "Transfer of Rights in the Property." Page 1 of 12 ice, me. Borrower(s) Initials EIRNWIMIWOMM11 Book29007/Page3986 CFN#20140069150 Page 1 of 16 (G) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus interest. (H) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The following Riders are to be executed by Borrower [check box as applicable]: ❑ Adjustable Rate Rider ❑ Condominiwn Rider ❑ Second Nome Rider ❑ Balloon Rider ❑ Planned Unit Development Rider ❑ VA Rider ❑ 1-4 Family Rider ❑ Biweekly Payment Rider ® Other [Specify] Rabb TrrntRider, Trust Borrovrer Adm0VAedgir wt, (1) "Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules and orders (that have the effect of law) as well as all applicable final, non -appealable judicial opinions. (J) "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Properly by a condominium association, homeowners association or similar organization. (i) "Electronic Funds Transfer" means any transfer of fiords, other than a transaction originated by check, draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term includes, but is not limited to, point-of-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated clearinghouse transfers. (L) "Escrow Items" means those items that are described in Section 3. (M) "Miscellaneous Proceeds" means any compensation, settlement, award of damages, or proceeds paid by any third party (other than insurance proceeds paid under the coverages described in Section 5) for: (i) damage to, or destruction of, the Properly; (u) condemnation or other taking of all or any part ofthe Property; value and/or condition of the Property. (iii) conveyance in lieu ofcondemnation; or (iv) misrepresentations of, or omissions as to, the (N) "Mortgage Insurance" means insurance protecting Lender against the nonpayment ot; or default on, the Loan. (0) "Periodic Payment" means the regularly scheduled amount due for (1) principal and interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument. (P) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. § 2601 et seq.) and its implementing regulation, Regulation X (12 C.F.R. Part 1024), as they might be amended from time to time, or any additional or successor legislation or regulation that governs the some subject matter: As used in this Security Instrument, "RESM' refers to all requirements and restrictions that we imposed in regard to a "federally related mortgage loan" even if the Loan does not qualify as a "federally related mortgage loan" under RE (Q) "Successor in Interest of Borrower" means any party that has taken title to the Property, whether or not that party has assumed Borrower's obligations under the Note and/or this Security Instrument. TRANSFER OF RIGHTS IN THE PROPERTY This Security Instrument secures to Leader: (i) the repayment ofthe Loan, and all renewals, extensions and modifications ofthe Note; and (ii)the performance ofBorrower's covenants and agreements under this Security instrument and the Note. Forthis purpose, Borrower does hereby mortgage, grant and convey to MERS (solely as nominee for Lender and Lender's successors and assigns) and to the successors acrd assigns of MERS, the following described property located in the County of MIAAH-DARE: �» ACHED HERETO AND MADE A PART HEREOF AS EXEE[B1T "A". CParcel ID Number:11-2136-003-0230 FLORIDA - Single Family - Farmle MeOF-reddle Nkc UMFORm MSTRUMENT with HERS Page 2 of 12 IDS, I Borromr(s) Imide Book290071Page3987 CFN#20140069150 Page 2 of 16 Property Information Folio: 111-2136-003-0230 Property Address: 115 NW 109 ST Owner JADE M DAVIS Mailing Address 1115 NW 109 ST $104,2095 `$118,094 IMIAMI , FL 33168 Primary 0800 SGL FAMILY - 1701-1900 SQ yZone Primary Land Use 0101 RESIDENTIAL V -SINGLE $152,476 $163,885 FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 Floors 1 Living Units 1 Actual Area 1,836 Sq.Ft Living Area 1,070 Sq.Ft Adjusted Areac 1,537 Sq.Ft Lot Size i 9,150 Sq. Ft Year Built 11940 Assessment Information Year 20131 2012 2011 Land Value $44,981m $44,981` $44,981 Building Value 3 $104,2095 `$118,094 $118,094 XF Value $3,286 $8101 $818 Market Value $152,476 $163,885 $163,893 Assessed Value i $152,4763 $163,8851 $163,893 Benefits Information Benefit ;Type 2013] 2012 2011 Homestead Exemption $25,000 $25,000 $25,000 �_ Second Homestead SExemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES EXT PB 43-40 LOT 23 BILK 219 LOT SIZE 75.000 X 122 OR 17586-3753 0397 1 Generated On : 5/9/2014 Taxable Value Information 20131 2012 2011 County. Exemption Value € $50,000 $50,000, $50,000 Taxable Value I $102,476 $113,8851 $113,893 School Board Exemption Value Taxable Value v$25,000 $25,000 $25,000 ' $127,476 $138,885 $138,893 City Exemption Value i $50,000; $50,000 $50,000 Taxable Value $102,476° $113,8851 $113,893 Regional Exemption Value $50,000 $50,0003 $50,000 Taxable Value 9 $102,476 $113,8855 $113,893 Sales Information Previous OR Bk- SalePrice` PooQualification Description Page 12/23/2009 , $155,000127139-0818 % Qual by exam of deed 0 03/01/1997 $93,000i 17586-3753 2008 and prior year sales; Qual by exam of deed 2008 and prior year sales; Qual by 07/01/1988 �$69,900� 13742-3681 ;exam of 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/disclaimer.asp (http://Www.miamidade.gov/info/disciaimer.asp) Version: 1.0.4 http://www.miamidade.gov/propertysearch/index.html 5/9/2014 V (0410 173 1620 FBC for11VH2, or Fig. 26.5-1a Rlskcdw7 B T"13-1.psV2 Bv- C scodam 26.7 10 .7. Table 2&&1.pop 230 Ba 1 F4mo26.9-I.pap232 GCpl 0.13 -0.18 0.35 pitap �raoe 3112 14.0 dW m Ems 14.0 dopm. BPedeOY �ee�e Coi0u0etde, Om. l 168B8W30Avanue,81d1ahst2D � �d® Bolyd6a Beach. 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-463- - - -46.3- -44.9 _- _449 . . 44.4_ 44.4 43.9 43.8 43.4 43.4 419 419 c'414c 0 • 41L4 041N 41.9 • 41:4 • 41.4 40.9 40.9 40.5 40.5 30 303 421 4&9 39.4 4g. -33.3 47.9 57. -07.4 56.8 47.0 -53.9 46.5 -55.1 X6.0 �S4.1R 45.6 332 45.1 -523 -44.6 -51.4 - - - � l rr''qq�� "off' �i� 1y h !� a. . . • >UPJECT TO COMPLIANCE WITH ALL FEDERAL € $w r..�C7fx • • • �•� •• • • • f •.• • O • •.••• • • `;1 �`�TE ANDCOUNTY RULES AND REGULATIONS MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART ' Address: 115 NW 109 ST 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 WINDOW FL16177.1 +70.0 -70.0 +40.1 -53.6 351/2 x 491/2 NO NO YES 2 -43.4 35 7/8 x 501/8 y y 3 DOOR 12-0208.03 +75.0 -85.0 371/2 x 81 4 WINDOW FL7067.4 +60.0 -60.0 541/4 x 501/8 5 FL16177.1 +70.0 -70.0 .L .l. 35 7/8 x 501/8 6 •� •� 7 -53.6 8 .(, .L .j. .(• .), -43.4 .l• .), .�. .l• 9 11 17 3/4 x 37 10 NL 441/4 x 471/4 .l. .(. .L 11 -53.6 1� 12 •L 351/4 x 471/4 13 DOOR 12-0208.03 +75.0 -85.0 -43.4 381/2 x 82 14 WINDOW FL7067.4 +60.0 -60.0 .j. .l• 711/4 x 47 .l• •�, .l• 15 1� 1� 1� 1� 16 FL16177.1 +70.0 -70.0 .L -53.6 35 7/8 x 491/4 .L •l• •l• 17 -43.4 .. .�+. . . .� 18 DOOR 12-0208.03 +75.0 -85.0 .L .j, �W 1/2 9c!81.174 • • .l• •l• 19 WINDOW FL16177.1 +70.0 -70.0 .1. . -53.6 .. ... . . 173/4x3;0 . . .. .�. .1. •l• 20 DOOR 12-0208.03 +75.0 -85.0 -43.4 391•/4 x Vt. • • • • �!' • .�, .j, 21 WINDOW . FL16177.1 +70.0 -70.0 �. -53.6 .. I x49 . . i • 5 i/2 . . . . •: � : .), .), 22 .L ... . . . . .. . . . . . . . . . .. .. . . ... . . . . . . . . .. .. .. . . s""' ,rte '' �r "�j ��` � � ��.�" �id�� t � �,:�� k �. • ; I P-0,5� I Z-�,-7191I I 41P"'t 1 talo 1 1 1 , Florida Building Code Online Page 1 of 2 1 - :�Pa - fi'ry - 29vi�'2ihFLx°.i Ja rjgX-. 'ne ti` KIS Home ' Log In User RegWa lon Hot Touts 5 Ibmt Surcharge Sys lkFact, PuNicatlas FSC Staff . BCIS S%s Map Links Search Business rtyrp/yyg('' ('(';%ryp,�j Product Approval 1 ro essioNal €< USER: Publk:User RC-�2uIa-k .Fnd9d__ AUMM01 Menu > Praduc[ or Anol oMm Search > AaollcaUon Ust > Application Detail `Sze"=v FL # FL16177 Application Type New • • • • • • • • • • • • • • Code Version 2010 • • • • i • • • • • • Application Status roved • • • • APP •••••• •• • •••••• Comments • Archived • • • • • • •••• • ••••• Product Manufacturer Custom window Systems Inc. • • • • • • • • • • i • • • Address/Phone/Emall 1900 SW 44th Avenue 000000 • • • • • • • • • • Ocala, FL 34474 *00000 • • (352) 368-6922 Ext 207 • • • • • mlafevre@cws.cc • • • • • • Authorized Signature Michael LaFevre • • • :00* • • mlafevre@cws.cc • • • • Technical Representative Address/Phone/Emali Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 Florida License (352)368-6922 dedy@cws.cc Keystone Certifications, Inc. Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lucas A. Turner developed the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 05/17/2016 Validated By Steven M. Urich, PE ,i Validation Checklist - Hardcopy Received Certificate of Independence FL16177 R0 COI EvalReo CWS -812A (SH -8100 Impact 53x6, 3, NoSillAnch).pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E 1300-04 2004 ASTM E1886-05 2005 http://www.floridabuil(ling.orglprlpr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y... 4/18/2013 Florida Building Code Online , ASTM E1996-06 PA TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Page 2 of 2 2006 1994 Product Approval Method Method 1 Option D Description tq ISH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact; 4Ista L m of Use Installation Instructions • •i • • • • RO H CWS -812A TSH -8100. Impact Approved for use outside HYH2: Yes •, �;— impact Resistant: Yes •••• Verified By: Lucas A. Turner 58201 Design Pressure: +70/-70 • • 0000 Date Submitted 01/31/2013 • • • : • • • • Date Validated 02/18/2013 • • • • • • • • i Date Pending FBC Approval Created by Independent Third Party: Yes 02/26/2013 000000 • Date Approved 04/09/2013 • • • • • • • • ••0•:• 0000 • of Products 000000 FL ;� Model, Number or Name Description tq ISH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact; 4Ista L m of Use Installation Instructions • •i Approved for use in HVH2: YesFL16177 RO H CWS -812A TSH -8100. Impact Approved for use outside HYH2: Yes •, �;— impact Resistant: Yes •••• Verified By: Lucas A. Turner 58201 Design Pressure: +70/-70 Created by Independent Third -Party: Yes Other: SH -8100 PVC Impact, Max. FI. size 3S, no sill Evaluation Reports anchors required. Safety glazing required on outer Ilte fU6177 RO AF DuPont PVB NOA 11-0624 01. d above 30 ft. in HVHZ. FL16177 RO AE EValRep CNS -812A (SH -8100, Impact 53x63, NOSIIIAn . f FL161_ 77 ROSE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes COnYdtt US :: 1940 North Monme Street- TanahaSsee FL 32399 phone: 850-487-1824 The State of Florida Is an AAMM employer. QpVnoht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Fla•ida law, emaq addresses are public records. If you do riot want your e-mail address released In response to a public -records r�uest, do not sand electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. .Pursuant to Section 455.275(1), Florida Statutes, elfed[ve October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an emall address N they have one. The amalis 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 email address which can be made avallable to the public To determine if you amt a licensee under Chapter 455, F.S., please dick hgW_. Product Approval Acnapts: :t•rttkjFs;,;a•c:;;; http://www.flotidabuilding.org/pr/pr app del.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 4/18/2013 0000•• • • 0000•• • 0000•• 0000• 0000• 0000•• • • 0000•• 0000•• Evaluation Report 812A January 3, 2013 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 517/8" x 613/4" unit size, +1-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 440` Ave, Ocala, Fk 34474 '....' .. 0 . .... Statement of Compliance: This report evaluates the above -listed product perothe requirer$eafs of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies vPl *ft • requirements of the Florida Building Code including the HVHZ. The product te3°E'i$.siand$r�,s. ; performed are outlined below. Technical Documentation: _ .. .. .. .. 1) Approval drawing CWS -812A, signed and sealed by Lucas A. Turner, l: E' 2) Test Report NCTL-210-3815-IA, -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/l.S.2/A440-08 3) Supplemental Calculations to support CWS -812A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -812A. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS -812A o Is impact resistant and does not require the use of shutters 9 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 ft in HVHZ) — Air — 5116 Laminated (1/8Ann-.090PVB- 1/8Ann) inboard lite o Requires Dupont PVB Interlayer per Miami Dade N.O.A. 11-0624.01 ® Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. %,�tinr4®A®�rrrr fee ..j a No M204 I, P • r 1/3/2013 SO o Lucas A. Turner, P.E. 44. O R IV FL PE #58201 r � ONAx Lucas Tumer 2013-01-03 13:41-05:00 2080 Mauve Terrace Ul r ® North Port, FL 34286 TCONSULTING, ENGINEERING & Ph. 941-380-1574 INC. FBPE C.O.A. #29779 Evaluation Report 812A January 3, 2013 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 517/8" x 613/4" unit size, +1-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 440` Ave, Ocala, Fk 34474 '....' .. 0 . .... Statement of Compliance: This report evaluates the above -listed product perothe requirer$eafs of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies vPl *ft • requirements of the Florida Building Code including the HVHZ. The product te3°E'i$.siand$r�,s. ; performed are outlined below. Technical Documentation: _ .. .. .. .. 1) Approval drawing CWS -812A, signed and sealed by Lucas A. Turner, l: E' 2) Test Report NCTL-210-3815-IA, -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/l.S.2/A440-08 3) Supplemental Calculations to support CWS -812A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -812A. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS -812A o Is impact resistant and does not require the use of shutters 9 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 ft in HVHZ) — Air — 5116 Laminated (1/8Ann-.090PVB- 1/8Ann) inboard lite o Requires Dupont PVB Interlayer per Miami Dade N.O.A. 11-0624.01 ® Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. %,�tinr4®A®�rrrr fee ..j a No M204 I, P • r 1/3/2013 SO o Lucas A. Turner, P.E. 44. O R IV FL PE #58201 r � ONAx Lucas Tumer 2013-01-03 13:41-05:00 TABLE OF CONTENTS GENERAL, NOTES & ELEVATIONS.....I ANCHOR SCHEDULE & NOTES .......... 2 GLAZING DETAIL .......... - .....................3 SECTION VIEWS..................................4 EXTRUSIONS & S.O.M................... -.... 6 INSTALLATION DETAIL ........................ 6,7 TINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. MAX OVERALL 2. GLAZING OPTIONS: (SEE SHEET 3) FLANGE WIDTH 81718• MAX. UNIT WIDTH 3. CONFIGURATIONS: "01X". -IMPACT: PVS SASHIIMPACT HOOK 4711110' GLASS DLO 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE bESIGN LOADS BASED ON, TESTED PRESSURE, WATER 7i� INFILTRATION TEST PRESSURE I - - - - - AND GLASS TABLES ASTM E-1300-04. I % I 6. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE OVERALL I I DESIGN OF THIS PRODUCT. SEE SHEETS 6 & 7 FOR INSTALLATION DETAIL FLANGE WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR HEIGHT ® I CALCULATIONS. 281 JIB, LO GLASS 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT 61314' I IU71 MAX. USED AT FIXED MEETING RAIL AND JAMB. HT17 S. SERIES 1 MODEL DESIGNATION SK8100. 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED I I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS ate• t I 28718' RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. HgpHT I pDL0 a 10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X =OPERABLE X SASH; 0 = FIXED SASH 1 j I ELEVATIONS IN A SIMILAR LOCAOUON. SPLIT ELEVATION APPLY TO ALL 1 1 11 -- -- - 48318" MAX. SASH WIDTH DESIGN PRESSURE RATING *70 PSF LUCAS A. TURNER, FL P.E., 88201 • AVE. 9/2012 Lucas Tumer B'.Z : GENERAL NOTES & ELEVATIONS - LP 2013-01-03 13:40-05:00 yoke 9TATE•OF , PROPRIETARY AND CONMENTRL 1moh, '"¢ ,.'•'@I, • .O.4: � • '�1qD • BAT THEINFORMAMON CONTAINED IN TMS DRAWING IS THE SOLE PROPERTY OF CUSbM `q SS:r�it.4•••;�C'q. ''LI' 31 GLE HUNG - L`E' I NTS WINDOW SYSTEMS. INC ANY REPRODUC7100 IN PART OR AS AWFIOLE WITHOUT TFIE •f'`lt��l1(�1i-1�Y��• EV. LET'{£R: WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, TNO. IS PROHIBITED. • lIIRN•1j1 • ••. • A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U -10.3w MISSILE IMPACT IA C: 00118/2M°x' 7 10112" MAX O.C. SPACING (TYP.) A sEE NOTE 2 8° MAX. sr MAX L 17° --"•I MAX I & 010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318' INTO BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718' SHALL BE ACHIEVED IN ANY DIRECTION. I I I � I I I I I I I 1 I 4" 8, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE NOTES: NO ANCHORS REQUIRED IN Oil A 1. INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHDRS REQUIRED IN SILL 2. SHIM AS RE90 AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACKTO BE 1W FOR MASONRY OR CHd LAYdUT tEOUAL SPLIT) WOOD, AND US' FOR METAL, USE SHIMS WHERE SPACE GREATER THAN 911 S" IS PRESENT. ��, nor THRU cRA►E 3. LOSHIMSS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SWIMS ARE NOTALLOWED. 3M8" DIA ELCO ULT CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 9 1/4"INTO MASONRY THRU D BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112", INA DIRECTION, SHALL BE ACHIEVED. & 010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318' INTO BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718' SHALL BE ACHIEVED IN ANY DIRECTION. 8.1310-18 iTW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN,SUBSTRATES WITH, STRENGTH$ LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A. TURNER, FL. F.E., 66201 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: tit i t �t tt • Ls A. WOOD -MINIMUM SPECIFIC GRAVITY OF G=0.S8 (SOUTHERN PINE OR GREATER) •`1Y j�j%f�,�• B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3182 PSI. ��'Io • " e C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER). D. ALUMINUM -118" THICK N)IN., 8083 TS MIN. 4 '�• • v t; •t& 51i�1 9L E.STEEL-,080" THICK MIN., 33 KSI MIN. 1 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE : CURRENT VERSION OF THE FOLLOWING REFERENCE OWUME14TS.•y/ _ FMAIAAMA 100 (FIN WINDOWS), ' I STATE• OF , ~"a ,* • E, Al FMAtAAMA200(FLANGE WINDQWS), PROPMETARYAIM COWDEMVLL as 'b,< p� 18 THE IWMMATIONCONTAINED INTFOSDRAWING 18THE SOLEPROPERTY OFCUmm FMANVDMA230 BOX WINDOWS, ) WINDOW SYSTEMS. INC. ANY REPRODICNPYINPART ORASAWHOLEWTHOUTTHE ti FMAIAAMAANDMA300 (EXTERIOR DOORS} WRITTEN PERWSStON OF CUSTOM WND(MMTENS, INC. IS PRC.t01TED. •�/1��+i�ALM1• • • tlttyl/Pj1 • JIWVDOK'S R' 6"44Th AVE. INSTALLATION ANCHORS (TYP) 1 512012 1 10/18/12 ANCHOR SCHEDULE & NOTES - L-AR—GIF MISSILE IMPACT FT �81fl0r _RAWN BAT fpm 06(18120 • • • • • • • • • • • •• •• • • • •• •• HUNG °`11— NTS ""•' , "-CWS RFV. Lk'i'TL-R: A >HEET: 2 OF 7 W OVERALL VB" ANNEALED OR TEMPERED 7118° AIRSPACE 8/18" LAMINATED IV ANNEALED .095" DUPONT PVS INTERLAYER 118" ANNEALED 9 SIKAFLEX 552 OR PURFECT GLAZE "H" 1f2' GLASS SITE FIXED LITE (EQUAL SPLIT) 7/8" OVERALL 1/8" ANNEALED OR TEMPERED 7/16° AIRSPACE 5110' LAMINATED 118" ANNEALED .090" DUPONT PVS INTERLAYER 1/8" ANNEALED 1/2° GLASS SITE SASH LITE OR PURFECT GLAZE "H° LUCAS A. TURNER, FL. P.E., 58201 A IRECONFIGURED 012012 10/18112 i1A�r1lq • • ' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'r J i • Ro 54201 i I M SW 44TH AVE. GALA, FLORIDA 34474 way ; f[: sTATF• CP• j� GLAZING DEATAIL- LARGE MISSILE IMPACT - J t. PROPRIETARY AND CONRDERML 1!3/7�� %,y�. •'Ot ,. 81 'BAT g ,06118/2012 'JED IN TKIS DRAW IS SOLE PRO 0�qb•¢: us7�aa0uvULCTIO EI�Nc�u� �rEo � H E � ��,A; i+� • :PUG 812 GLE HUNG V. LE Et TSAH 1: s • 3 OF 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR 1 Ilk PL 9 RIO e n 1 1 3 4 1 1 SECTION B -B NOTE LEFT SIDE SHOWS FlXETT UTE CUTAWAY, WONT SIDE SHOWS SASH CLITAWAY 8 1 83 a 10 NOTES: ITEMS 20, 26, 28, 38, 37, 44, 81,82, 1B 66. 88, 64, 87, 68 ARE USED BUT NOT SHOWN s FOR CLARITY. 1!4" 1 2 8 O LUCAS A. TURNW, FL P.E, 68201 A RECONFIGURED 012012 10/18/12 • til*��Qr:. �, rJij • SECTION A-Aff (EQUAL SPLIT) �'.l�G�;••y��"�h'yiC �L it ti{�iNDOWs a DOd2S �5.'+•fi!a sm, �A 1@E0S�44TIiAVE. i * _ CALA, FLORIDA 34474 8 i �¢,� SECTION VIEWS. EQUAL SPLIT, LARGE MISSILE IMPACT .� ! BTATFs OP • � h ,rye^ +.'��1�is,a • p,.'��•; 81 Ell 06/18/2012 PROPreerARYANOCoMOWTAL 1/3/2QW B i�.. THE MFOR67ATION CONTAINED IN THIS DRAWING 18 THE SOLE PROPERTY OF ?b�SOLE THE-t�y'''�� .. %•' J�� 4 GLE HUNG 'WRIENPERMISSIONOFCUgT�'O0.RI�YRJDOWB DUCTION STEMS,PAMRT OIN6.BI3 OIM6ITER O ��4J ��• •• •• 40 S$12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Mem# Part# Description Vendor Material 1 H-8031 Main Fr., SH, wfft, M, Head bRkron Vinyl H-8031 "'Fr. AH, wiFlg., PVC, II Mlkrort VIny1 3 H-9031 Mal n Fr., SH, w 8.,L Jb. gF0n Vinyl 4 H-8031 In Fr., $H, w1Flg., PVC, R. Jb. Mlkron Vinyl 6 &1677 ImpactH6ok Ksymerk Alum 8 H-6027 ash Meet Rall, P1C MIkron Vinyl 9 H-1497 Reint Saah Mast Rail Keymark , Alum 10 H-6028 Sash S011bm Rail, PVC Mtkron Vinyl 12 H-8004 SaSn51de/TOpISotROE Mtkron Vinyl 13 S4496 ROW. S.S'.R 14 948064 Giz Ed., 7W.PAt., HOFIZ Mllkron Vinyl 15 5.8084 Glz Bd.,718",F1d., Vert Nkron Vln 19 5-8064 Glz Ed., 7T8°,Saeh, He MBkron --vl—nvi 17 5-9084 GIz Bd., 7M -,598h Vert Mrkron Vin 18 5-8013 Som. Adept, wlNlb, PVC, Horiz Mtkron VInp1 19 5-8014 San. Ada t, PVC, Vert Mlkron Vinyl 20 5-5029 sa Stop t { er, PVC Vert kron Vinyl 23 -1699 Relnforoemant, SBR Ke ark Alum 24 P-2190 Balance B 1 28 P-3059 Sas Ca P B 1 Plasdc 26 P-3046 Take Out lip 351 SS 27 P-3783 Lock, Impact PVC n arlOck 28 P-4088 Keeper, m Interlock zamac 30 P•3215 Weep CoVar wl Flap Gear Plesto 32 F3428 Utlatp., 0270 x.107 back Rnseal, Gra UF#vbb 33 P-3429 Wstp, 0270 x.187 back FlnSeel, Gray Ulbalab 34 P-3429 Watp, 0.270 x.187 back FlnSeal, Greg Ulbritab 35 P 3428 0 x.187 back FlnSeal, Gray Ulfrarab 38 P3428 1A/eip., 0270 x.187 back FlnSeal, Gray UIIralab 37 P-0838 #8 x2.12 PHMod.TNes,TypegTEK2 Fastanal Steel 38 P-3788 #8 x0.82 ' h 8 Hub Ily Steel 38 P 40511+1 #8 x 1.250, Ph FH TEV Hub Clry steel 0 284W #8x314 FHP wlg8 cad, K t Hub CI tee 44 P-3312 Seam SeQler, SChnSF 45 P-3752 Cap Plug.12"Hole M&M Non 47 P-3438 SlkaBex552orPurbetGlaze" ' StkalHanksl 48 Set RIK, 85 Dur, 118'x6B"x2 g. F. Lowe Rubber 51 P3881 TemperaryLbl. (NFR 52 P-3613 CWS Lbl. pogo) Pro Label 53 Sash See azl hart Flied see GI ng unart (pg. 56 P-3281 Spacer Dumseal 62 P-3219—seen Frame, HOdz Allmetal Alum 63 P-3216 Screen Frame, Vert PURISM Alum 84 1 Screen F a Comer ey Anme Pae c 66 P-3581 Screan CI ,18 x 48 Fite lass Bellervue Frbarglass l 8s P•322a Screen Sp9ne, .156 Ole. SOL Depa Vinyl 67 P•3029 Screen Pult Tab Summft Atom 0 Screen p ng, seen S 0 -3113 Screw Supporttor PVC T. PlasBw ylon . 71 H-1838 Alum. Fixed Rail Keymark Alum 72 S-5083 Cover, Flied Rall MilOon ny1 73 S-1112 lRentorcamant Impact HookKaymam Alum 74 F-35 41 #B x 12", Pan Head, TE Fastenel — §11 2 2 3/18" 1 lolls" 1118° 7F 8 ii18° 1�1 518" 1 PvC sA8H MTG. RAIL4w7 PVC SASH STM. RAIL -6028 WELD (ALL PVC FRAME FLANGE -6031 view, 0 1118" 7B 7 1 �4° 1 law � 1 6/18° 2118° PVC SASH STOP -8026 ISMS" 1118" 1 S1� illlel FIXEr 01 70G ER RAIL REINF., S.B.R. -1688 111121 PVC SASH SIDE RAIL -8004 SCREW EETOGEING TH L ALUM 808346 ALUM. FIXED RAIL -1638 WITH OUTER FRAME ALUM 6063-T6 REiNA UM S 8.3-7 -1498 ALUM 8083.78 112" 1 118" 6118° 1 16/16°„ 9 1 118° 1118° 1/18° 9111)° j 1/1s° 2 T - PVC SCREEN SUPPORT- 0014 PVO SCREEN CATCH -6013 PVC FIXED RAILOOVER- 6063 REMP. SASH MTG. RAL -1497 ALUM 8083 -TB e 114" ¢ 3118" 0 970° 0 7/8" 14 1 161 i+ ---3°---"j •'-'� 112" 1118"8" �• +�{j+� PVC GLAZING BEAD 8064 773 SCREW SUPPORT -MIS 1 aft! LUC" A TURNER, FL. P.E., 58701 A RECONFIGURED 912012 30!16112 MPACT HOOK- 1577 1+7/8° �{ err • u ALUM 8083 -TS 7— S1�+ Q Is 4e, —+I!»• v18" �V e e • 1 +'K, ' 1F1rTH Ai R DOORS " 68Z�1 t� S. 8dD SOV'h4TH AVE. REINFORCEMENT, IMPACT HOOK -1112; t k GALA, FLORIDA 34474 ALUM 6063-T6 i S : EXTRUSIONS ! S.Q.M. - LARGE MISSILE IMPACT PROPmEr'ARY AND CO*IDBMTULL 1f.NGijl "� y s:m • gy�pp,,.. + • 'P1p • SAT - 08/1812012 NOTE: ITEMS $, 21, 22,29,31,41,42,43,49,60,56.57-61 ARE TH[rNF0RMATrONC=A8aED INTHIS 13RAW RO19THE SOLE PROPERTY OFOtIff" S'y Y• HOUT THE�� r {SI GLE HUNG NTS SYSNOT USED ON THIS PRODUCT WT4rrrEN PERMISSION OFCCLIS�O 9v9�s, IND. PRorK81TEEDr. ='�+rr4 fe flow, ��i • • • • • • • tv. L 'ITER: A • •• •• • • • •• •• INTERIOR FINISH 1 714" MIN. EMBEDMENT ; 31W MIN. EMBEDMENT INTERIOR FINISH BY OTHERS ICI (DJ INTERIOR FINISH SEALANT BETWEEN BUCK AND OPENING BY OTHER8 BY OTHERS OONCRETEgAASONRY BY OTHERS 7.' ••� ,'/ • iki, MAX. SHIM • •f•r t'r' d 1 F1e'" MAX SHIM .� 4 BY OTHERS INSTALLApi TION ANCHOR, 318° DIA. e �: p • p = (MIN EDGE DIST.) MASONRY SCREW WANASHER s THRU SCREW SUPPORT 4 • • • (IL) MIN. EDGE DIST. ICI . . :•a . . a•� � IGl . • . • e e • • . p p CONCRETE/MASONRY j• •� a: a • • a • : e a a • ya• ~ 1114 • ® t BY OTHERS ; a , • INI EMBEDMENT) [C] . • p EXTERIOR FINISH BY OTHERS ^^-: 1 BY BUCK 1= A 0 • d • INSTALLATION ANCHOR, p • A • 910 WOOD ANCHOR BY OTHERS (MIN EDGE DIST.) p� IPI LCI • , • •WONTEGRATED WASHER THRU BOREW SUPPORT PERIMETER SEALANT . e e p p (DI BY WSTALLER 114" MAX SHIM e • •ti a t s ► SEALANT BEHIND FLANfiE [BI to NDOW FRAME 'P• a t• 2 BY WOOD SUCK BYINSTALLER ,IAMB`' 1 BY WOOD BUCK BY OTHERS IAl BY OTHERS SEALANT BEHIND FLANGE SEALANT BEHIND FLANGE BYINSTALLER BYINSTALLER (A] EXTERIOR F1N18H SEALANT Wil HEAD W FRAME BY OTHERS PERIMETER SEALANT PERIMETER SEALANT BUCK AND ENING OP BY OTHERS OPENING INSTALLATION ANCHOR 3f18" DIA. BYINSTALLER BY INSTALLER MASONRY SCREW wNVA8HER /� HORIZONTAL RECTION EXTERIOR FINISH THRU SCREW SUPPORT FRAME (MASONRY) BY OTHERS HORIZONTAL SECTION FRAME (WOOD) WINDOW FRAME CONTINUOUS DOUBLE 316' BEADS OF TREMGtAZE SILL U1800 SEALANT .OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER SEALANT BEHIND FLANGE BYINSTALLER WINDOW FRAME PERIMETER It 114" MAX' SHIM IBI SILL SEALANT BYINSTALLER _ REFERENCE NOTES: EXTERIOR FINISH ° � (Al SEE NOTE 0, BHT 1 BY OTHERSJC) SEE OTE J SEE NOTE 264,SHT2 DOUBWET16" RO ► ` ° D a IDI BEE NOTE 8, BHT 2 SEALANT BEHIND FLANGE TREMGLAZE W6W SEALANT ACONTINUOUS NDF°D e` BYINSTALLER PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. Dsp a D. i► ep o Q° D• a •P°D• e ° PERIMETER SEALANT BYINSTALLER SHIM• be • ae r e D o D D• 9 �11' MAX. . s p e p EXTERIOR FINISH BY OTHERS r. •^ ; • _f CONrRERETEIMASONRY LUCAS A.TURNER, FL. P.E., 80201 A RECONFIGURED 912012 10!18112 BY OTH Y "•'p , p •e "• a + o•s a.i' SILL STOOL 11 Y1 • • BY OTHERS P . + e0 • a o . • a Baa . . a O . o . . s a . '•• �f•• ALTERNATE PRECAST SILL DETAL 4USE je:,N�FRAME a . a` :• •a. o .o.•.•a s•• . a ►••• sa •• • o • a' •s •• �•• o••s : •s• s '. ;�•g.� SOLID WOOD (AONRY)SUPPORT TO MAKE WNDOWS S DOORS aa •a a• . s. a„ o+•. • ,�o. a a+ , SILL LEVEL BY OTHERS g:L• 5�1 �. 94t1SMi4THAVE. •s ••.• •a • ♦a+a; a• �go:•e••o. .. �vr ," • * 1 * c CALA, FLORIDA 34474 CONGRETFlMABONRY ' BY OTHERS HIGH STRENGTH y : BTAF qF ��j d' �? '. +e •�dpN�v 81 0• + vRwmETARYaNDConFlDFNTW[ 113 ti �...«. I G H BAT �' 0611 BI2012 STRUCTURAL •••'••� 'SINE.RMA1TCNd CONTAINED IN TMS DRAWING IS THE SOLE PROPERTY OF CU M 5�y �� S GLE HUNG 'tt�LL NTT �r" GROUT BY OTHERS VERTICAL SECiTQN Cj ouT HE INC. ANY �wuw g1e" FRAME (MA80NRY) aER OF cuaToMSTUM. eWrs s cis H : o'fiof i • • • • • -V . LE'RER. A � l 6 OF 7 ••• • f • • ••• 0 • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1Ri° MAK SHIM INSTALLATIONANCHOR, [Dl 011]0 SCREW pi PERIMETERSEALANT BY INSTALLER 118" MAX. SHIM . SEALANT BEHIND FLANGE BYINSTALLER WINDOW FRAME HEAD PERIMETER SEALANT WINDOW FRAME INSTALLATION ANCHOR, BY INSTALLER JAMS #10 SCREW [C] SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION WINDOW FRAME BILL REFERENCE NOTES: CONTINUOUS DOUBLE 31VF BEADS OF TREMGLAZE U1000 SEALANT OR EOLWALENT AROUND PERIMETER ATALL INDICATED POINTS BETWEEN (A] SEE NOTE 9, SHT 1 FRAME AND BUCK BY INSTALLER [Bj SEE NOTE 20, BHT 2 (NCl1 SEE NOTE 8, GMT 2 SEE NOTE 9, BHT 2 SEALANT BEHIND FLANGE U8' MAX'SHIM BY INSTALLER PERIMETER SEALANT BY INSTALLER [OI LUCAS A. TURNER, FL. P.E.. 88201 A RECONFIGURED 912012 10118/12 • �ti��a �r a+1q • � • •*R►`�9•`M��E 'reg �• •'S�;t'%)7NDDw5&.DOORS �nu PappselATH VERTICAL •Ile g8,r ,�� AVE. r.,,.' kfi CALA,FLORIDA 34474 * � : • q • 0'800%,* SAT 0611812012 PRODWETARY AND CONIDEIYTAL 1/3/201[7 THE INFORMATIONCONTANED INTHIS DRAWINO 18 THE SOLE PROPERTY OF:Imw �, • ,+� (• � O RO p`F ��* • 'low e.•r �� • � C IN EHUNG �'" •� NTS �' � ,+ssjg1 c�,�. • • WINDOW SYSTEMS. fNG ANY REPRODUCTION IN PART OR AS AtMiOLE Wttf-TOUT THE • �• Y+♦ WWTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, It4C.19 PROHIBRED. • • 4110172 • • • cvvs•s1a . LE ER: A 7 OF 7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online 4t Ttj-��' wry u' :if'•r 1i ftCa N� em Home i L" in Usk Peaty-wn Het Toon ( Submit soowrae I Stats >k Fads BUSlpr'S , Product Approval PpI LJj�fessIaY USER: "IcUmr Reoulatio i . I Pmdua Aomoeai Menu > Ptate er &N*OtIon sa ..a, > "Mirst9or, L st > AppitraUm WW Application Type Revision Code Version 2010 Application Status Approved Comments Archived L Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Cirtity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Page I of 3 iv�011116. 11 Lenz gggt,,,... t.... _• Ci1•1..+,$/4C+liS'}x` Publmu= 1 MC SW i aas SHE MV ( Un s search i. Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 East 207 mlafevre@carscc Michael LaFevre mlafevre@cws.cc Brian Tenace 1906 SW 44t#t Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenaceocws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc 0000•• 0000•• 0000 0000 0000•• •• •• ••09•• • • • • •• • 0000 0000 0000 e • • 0000•• • ••0000 • 0000 • 0000 Windoars Hor(zontal Seder Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Lucas A. Turner PE -58201 Keystone Certifications, Inc. 07/21,12020 Steven M. Urich, PE ® Validation Chetddist - Hardoopy Received R.7067 R4 COI 91MIRep CWS-1578PA .Randard AAMA/W DMA(CSA/101/I.S.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 htlp;/1www.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J...- 2/27/201.4 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa of Products Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012. Page 2 of 3 FL # Model, Number or Name Description ;--696 7067.1 HS -8200 Vinyl Horizontal Slider HS-82DO Vinyl FlgA9n Horizonte(;JdA ginpact)•Ij451F, Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ- Yes Impact Resistant: Yes Design Pressurm +60/-60 Othaers Large Missile, 74x54, DIP = +/- 60 psf, (Impact). Installation Instructions • • • L • • FL7067 R4 B CWS -E576 F - 0 IMP ,D Verified By: Lucas A. Turner 5$h . • ; • Created by independent Thlyd Pte! Wes • Evaipation Reports. • • • 000 • • • • FL7667 R4 AE EvaiRea ` CWS-197131Ag-$200 IMp4�Tl,Gdf FL7067 R4 AE Mikron NOA i]r •46 adf • Created by Independent Third tarty! Yc4 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizonte Sli4p?,Jmpact,*Ili° x 63", XOX. • • 0 01 0 • Limits of Use Isestallation Instructions *090 Approved for use In HVHz: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes .Design Pressure: +60/-60 Other: Large Missile, 111" x 63", XOX, +/- 60 psf. Fi 7067 R4 1I CWS -2376 (HS -8200 XOX IMPACTI ndf Verified By; Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports X7067 R4 AE DuPontNQA4j_-Qr224 01 yd FL7067 R4 AE DuPont SOP NOA 11-0624 02 Dff FL7061 04 AE £valRen CW!3-232B fHS-8200. )cDX, IMPACT , F,L7067 R4 AE Mlkmn NOA 11-063D 09.odf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73' x 62", XO or OX. Limits of use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure- +60/-75 Others Large Missile, 73" x 62", DP = + 60, - 75 psf, Impact. FL7(%7 R4 II CWS -399A {HS -820D 73x62 75DP IMPAcn.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports . W067 R4 AE DuPont SGP NOA 11-0624 02.12df FL7067 4 AF F�lReR CWS -399A (HS -8200, 73x66 75DP. IMPACTI,odf FL7067 R4 AE Mikron NOA 11-0830 09.odf Created by Independent.Third Party: Yes 7067.4 HS -8240 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impar Llmlts of use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 72" x 63", DP = +/- 60 psf, AI. FMR. FL7667 R4 II CWS -1868 fHS-8200, 72x63. IMPACTS odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7057 R4 AE DuPont PVB NOA 11-0624 01.odf FL7067 R4 AE EvalReo CWS -1868 WS:Wffi,72x63. IMPACT1.odf EL7067 R4 AE Mikron NOA 11-0$30 09 off Created by Independent Third Party: Yes Contact Us:: 1440 Nbr•" ......m Sr,oar Tae FL 32399 Phoae: 850-407-1ffi4 The State of Aarhla Is an AA/EED empio) er. taoyrtaht 2007-2013 State of Florida.:: Pftaer State Reftm9 Side Under Florida law, email addresses are public records. N you do not want vow e-mail address released In response to a public -records request, do not send eletlro IC mail to this eM3ty. load, content the oftice by phone or by traditional rtm0. If you have any questions, please contact 850.4871345. *Pursuant to section 455.275(1), Horlde Statutes, eftctive ocaober 1, 2012, licensees licensed under Chapter 455, P.S. ryas[ provide the Department with an email address 9 they have am The ema0s provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to http:/Iwww.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtbgvmjvMZSg393... -2/27/2014 0000•• • • • 0000•• 0000•• 0000• 0000• •••.•a• • • • 0000•• 0000•• Florida. Building Code Choline Page 3 of 3 - supply a personal address, plane provide the Deperunent with an email address which can be made available to the public To determtne H you ata a licensee under ' Chapter 455, F.S., please dict hem, Product Approval Acoepta: \t`CrrE'ttV 0000 • • S•e• 00..0000 • • • •• • 40•• • 00•••66 •• • 6066•e 68.88• • • • 0000•• 0000 • • • • • • 0000•• 0000 • ••e•• ••:e•• • • • 00000 • • • • •• •• •• •• 000000 • 0008•• • • • • • e • • • • 000000 0000•• • • 0.00 •0080• •• • 0000 • • 0 •0•• http://www.floridabuilding-org/pr/lir app_dtl-aspx'pmm--wGF-VXQwtDgvmjvMZSg39J... 2/27/2014 Lucas A. Turner, P.E., NIZA 2080 Mauve Terrace North Port, FL 3.4286 Ph. 941-380-1574 Evaluation Report 186$ December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 72" x 63" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 4,eAve, Ocala, FL 34474 •••• Statement of Compliance: This report evaluates the above -listed product per the req;#p4mts of FAU .... . Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d).. Taj p�uct • • • : 0 • • complies with the requirements of the Florida Building Code including the High Velocj'WX" icane • • 009008 0900 Zone. The product testing standards performed are outlined below. .... ; :0080: .... . .•... Technical Documentation: .. •... ..:..' 1) Approval drawing CWS -186B, signed and sealed by Lucas A. Turner, P.E. on•1&A. ' • •' • 0 9900:6 2) Test Report NCTL 2100433-1, -IA, -2 and. -2A; from National Certified Tesftoratories, • • Orlando, FL signed and sealed by Gerard. J. Ferrara, P.E. • • • • % • ... •• a. Testing Performed: TAS 201/202/2031994, AAMA/WDMA/CSA 1(jl/I.$WA440- • • :.... 2005, and ASTM E 1886/1996 2002 " ' • • • • • 3) Supplemental Calculations to support CWS -186B, signed and sealed by Lucas A. Turner, Po on 1217/11 Installation: Units must be installed according to approval document CWS -1865. Limitations of Use: This product: • May be used in Oa or VO configuration in sizes W to 72" x 63" unit size, with Haat. glass daylight sizes as shown in CWS -186B • 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 glazing as shown in CWS -186B, using Dupont PVB Interlayer per Miami Dade N.O.A. #11-0624.01 • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 R of grade • Requires Milmon rigid PVC frame extrusions per Miami --Dade N.O.A. 11-0830.09 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 manu ctur ing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A Tumor, P.E. 2011-12-1614:38-05:00 a F � 3 B . STATE OF c� fir,, m uh°y4 .Z 12/16/11 Lucas A. Turner, P.E. FL PE #58201 MAX: SASH WIDTH DE31 RE tIW PVC IMPACT REQUIREMENTS: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENTEDITION, 2. GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: °OX , %O' 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE,.WATER INFILTRATION TEST PRESSUREAND GLASS TABLES ASTM E -T300. 5. ANCHORAGE: THE 30 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8-7 FOR ANCI4OR DETAIL. WINDLOAD DURATION FACTOR Cd -1.S WAS USED FOR WOOD ANCHORCALCULATIONS', S. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP. LOCKS ARE INTENOM..TO'BE LEFT -UNLATCHED DURING NORMAL. OPERATION OF THIS PRODUCT, BUT MUST BE -.ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES ANIJ VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND HEADISILL. 8. REFERENCE TEST REPORTS: NCTL-210-34331, 1A, 2,2A S. SERIES I MODEL DESIGNATION H"200. 10. 1x OR 2x WOOD DUCK OR STUD FRAMING TO BE, DESIGNED AND ANCHORED TO PROPERLYTRANSFERALL LOADS TO STRUCI`URE: BUCK OR FRAMING IS THE RESPONSIBILITY or THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O FMD SASH 12. SECTION CALLOUTS FROM OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR 'LOCATION. 13. WEEP SLOTS =114° X 1 ° LOCATED 4° FROM BOTH ENDS • •��9�l19�l1 • � • ,,s d ' • • iR.'4fi� '" � 1: WAIDDiVS&DOORS TABLE OF CONTENTS { No 88201 °�91 1000 SW 44TH AVE. g * 7 * f OCALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS -,.,..4.1,.'.. -.-',.II Luaae A Tumer, P.E. 2011.12-07 11:30-05:00 Z°� 'a' • u d L' RAl NOTES & ELEVATIO S -IMPACT ANCHOR SCHEDULE & NOTES.-........- ....... ......2 D'P '}` d1 w DP CHARTS & 4LAZJNO °OX 7C0Q°......................3 • p E4 i •�. Up a` • RA "v ATF.: SECTION VIEWS & ALT. FRAME.�OW hI0°..... ..... 4 Pj9a "ErARYANn *0W0ENT@U. 121711 • • 'h '' ep P,r „� S 0 ADE OT/i'it201 i THEiNFQRpdATfON C4Nf/UNEU WTHf9 bpAWINCi Ie THE 80LE PROPF�RTYOP � w••• �+• EXTRUSIONS &S0I dFMATERIALS ...._... ........6 W6VDOwaYBTJ(NaArrraraROtiucrICN UPARTORASAWrwLEWmaur •�a� a,r••• y C ORL2:31DER NTS " CW3'1S6 INSTALLATIONDETAIL- ............................ .-..8, 7 W MEN 7ER6aB8 ON OF CUSTOM WINDOW 6V8TEM8, INC. IBPRamlmrm • ��lj i� �y1 • • • EV. TIER g HP•ET: 1 OF7 0" MAX• ('fYP) LA O LL7Ar i7N (WOOD OP N7N0 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM A$ REGI D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHA41. BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. SMS' DIA. ELCO ULT CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 ur INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL Be A06kilivI04M RFRIIER DIRECTION. 6. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/S' INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7B' SHALL BE ACHIEVED IN EITHER DIRECTION. S. #& WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/2' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7 ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. 8 UPDATED PER 2010 FBC 12171201' DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTTO PREVENT REACTION. ED • B Fl C& 58I UPDATED PER NEW fBC REQUIREMENT$ 7/07/24( S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL. i�� nl•rr i NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. !L INSTALLATION ANCHOR CARAC441E$ FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: rrj lowmOWS&DOMSA. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.66 (SOUTHERN PINE OR GREATER) • tiyhiS+`a< B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. P No 58201 L ]a � 1800 9W 44TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-80, GRADE N, TYPE 1 (OR GREATER). p A i * s OCALA, FLORIDA 34474 y • 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE /`' °Z•- * � • � S ®�4� + •` &i 2 ANCHOR SCHEDULE NOT - IMPACT A 13y: A OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT • • VERSION OF THE PR�WSTMtTANDeOWDENTiLL 12/7!1 �,y�•., + :�k1�4 Q0• ADE C��p �\ 07/11/201 REFERENCE+DOCUMENTS: FMMAAMA140 IN WINDOWS)'fMAJAAMA200 THE INFORNIATMNCONTAINEDSVTI•a9DRAWtNOErTHE S=PROPERTY OF (F i (FLA300(MERIOR �WNDoWST�NSnuc.AwRsgwvucrtoNINPAW ORABA WNamwmavr 13, . •fl�y��'`•Tii:•• �1• ��: J N •e+rrrS7 L i` C ORIZSLIDER NTS CWS -1$ FMAPNOMA2S0(BOXWIND S),FMA/AAMA/WDMA340(EXTERIOR DOORS). WRRTENPMOSIONOFCUl3 mWDMW6Y8TEN6,mtoPROHBITE4. • • ��i/rfr/lTtT O • RF_V.LET7ER: B H E: 2OF7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• i • • • ••• ,'• • • • • • • • • • • • Ire^ OVERALL 1!8' ANNEALED *r TEMPERED - 7/18' AIRSPACE ehe' aVERAU Bile, LAM 1W ANNEALED GLASS 918° ANNEALED DUPONT PVB INTERLAYER DUPONT PVB INTERLAYER 118" ANNEALED GLASS 1B' ANNEALED •PURFECT GLAZE 11' PURFECT GLAZE °R' ° SIKAFLEX 662 SIKAFLEX682 9 99 GLASS BITE 1(2° GLASS SITE O liLA88 TYPE A GLASS TYPE H FULL SIZE FULL SIZE e UPDATED PER 2010 FBC ll2Y712011 JLWrU!WE%FL P 68201 A UPDATED PER NEW FSC REQUIREMENTS P7107F408 • � �i9i*1rr�r �'iT+ • 44f �VAe��iP• • i • 44 .j }'O 1 11� - �a t Mo 582D1 ;1� + 582 44THAVE.OORS 80 W 44TH A7 * GCALA, FLORIDA 34474 e yi pte 4� * obi �� nTLt: O°-°OX°DPCHARTS GLAZING'- IMPACT L ®TAKE Oi• �. rG9 •�� PROPRISTARYAND OCIVIOENTRL 1217n; �� • • o•,:\,�v • • C•p \,� rY' Bt00• F ' ADE 0711 1/2011 THEIN:FCMMTIONOONTAINWINTHiSORAWINOISTHBSOLSPROPERIYOF QIBT'AM • 8'� ".iiw:•'�'•� �y4• . Arc;fORIZ. SLIDER 1:1 CW8-i88 WINDOW SYST NMIRC. ANY REPRODVOTION IN PARTOR AS A WHOLE WITHOUT TIE ••�'itsl� A4'� WRM7aNPSWI"ON OF OUBTOM WMOOWSYSTEM, IND. IS PRONBBITED. • • rrt�b**t161 • _ 2EV, lF.T1,tiR: 9 :,rli_i?i: SOFT ••• i • • • ••• ,'• • • • • • • • • • • • EXTERIOR Nl TERIQ SECTION VIEW A•A so SECTION VIEW S -S TYPICAL VERTICAL SECTION NOTE: SHOWS FORD GLASS CI. AAWAY -------------- FRAME HOOK LOC, FRAME SASH CUP SECTION VIEW C.0 ALTERNATE FIN M WiE PROF19VrMYANO CONRO MAL 12/711: • t • TM WFORMATrON CONTAWO IN TMS DRAWING IS TETEWINDOW MtWSNO. 80LE PROPEfdY OF CU • WMTMN PFAMISSION OF CUBrOM IINDOWW IN INC. 18 FROMMU). � • s� • phi rb��•• 1+_>•• •:y6L� "' WAIDOWS&DOORS No sr9203 4 '1 r 1900 SW 44TH AVE. FLORIDA 04474 • 000 ECTION YEWS & ALT. FRAME - LARGE MISSLE IMPACT SiAT� Off, +f 1tt�e ATE- ®•.•,��.�, � ADE 07!1172011 • • 0 , •. OR{L SURER NTS ' CW3-166 ttl+vst' • • g 40F7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J IMPACT. HOOK SPACING: y 1) HEAD HOOKS: ' J A B° FROM UNIT EDGE TO EDGE OF HOOK S3 A THiRO HOOK IS CENTERED IF'ONIT WIDTH IS GREATER THAN OR EQUAL TO 813!4". 0 INNS i HOOK 3 718" FROM EDGE OF MPO RAIL. \ / 2) H CATCH: 2-l1r FROM SASH CORNER TO EDGE OF CATCH. 131 A THIRD CATCH CENTERED UNIT WIDTH I S GREATER ITO \ THAN 6131 SASH AND FRAME HOOKS OR EQUALARE TO ALIGN WITHIN 114'. DETAIL C (HEAD IMPACT HOOKS) 8 I UPDATED:PEF. 2010'FBC 1217120ii' • sucma•Tu•rp•_ FL 1iH_ RR"111 LA IUMATEO-PER'NSWIFEIC REQU REMENTS 7!0712008 SECTION VIEW C.0 ALTERNATE FIN M WiE PROF19VrMYANO CONRO MAL 12/711: • t • TM WFORMATrON CONTAWO IN TMS DRAWING IS TETEWINDOW MtWSNO. 80LE PROPEfdY OF CU • WMTMN PFAMISSION OF CUBrOM IINDOWW IN INC. 18 FROMMU). � • s� • phi rb��•• 1+_>•• •:y6L� "' WAIDOWS&DOORS No sr9203 4 '1 r 1900 SW 44TH AVE. FLORIDA 04474 • 000 ECTION YEWS & ALT. FRAME - LARGE MISSLE IMPACT SiAT� Off, +f 1tt�e ATE- ®•.•,��.�, � ADE 07!1172011 • • 0 , •. OR{L SURER NTS ' CW3-166 ttl+vst' • • g 40F7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 49 E P-3681 211110°p*J1 9 FVC FRAME FLANOE-8631 ° PVC FRAME FIN•6028 I+-11/2° 1I8118°- 7 CONSTitUCTL9N - STR Zana° 1 ala°L —7 OORNER WELD CORNER WELD (ALL 8=16) • (ACL SIDES). PVC SASH MTG. RAIL -8027 .. .. , F01ED MEETING RAI BCREWEb TOOLTH WE OLITERFRAMI ��l ills" L 6 ALUM SASH MTO. RAIL -1497 ALRACK-1779 1'Wis, .118/78° 0 $116" g PVC FOGO RAIL COVER -6083 O ALUM FOM RAIL -1836 6° 10n8° 1 PVC ROLLER TRACK 000$ PLAN VIEW s., 918° PVC SASH SIDE RAN. -9028 ALUM SASH IMPACT HOOK 1688 F- 1/4° 3/4° 10 ana° �i7F+-3°+i -••1112°p+-� T BCREW SUP. -3113 1,7/ l 0 Sn8" Co. O ALUM GLAZE BEAD -1112 6° 1 PLAN VIEW ALUM FRAME WAOT HOOK 107' 1 9 �4° LUCAS A. ;TURNER, FL P£ 68201 A e •• • • `��1 it'a o )Vrrr' • D.- 8050 laf16° •• •ip�.•• dgIt �r A 1 ��►3S'" fCS 58EC1 4'17 ALUM. SASH REINF.-1698 9'` ` * :1t S Oi • .SP7 A'.) AT �f1F •�yVk+.�• e s PRO!"AWAWAND 06MOWCTAL 12JiJ11 * '� ,� P,• '�'.� THE WORMATIONCONTAINSO W TM8 CRAWING 19 THE SOLE PROPSRTYdI•{'. 8WINDOW 1'OM �di�i! ' �.'a i Q�a' • WWRMMN P SM Wo. FcUS OM WINDOW NS �B�D. to WHPito o rm i THE • • �jm��,�N�.1,1A;`�� _ ••• • • • • ••• • • • •• •• • • • •• •• 000 0 0 0 ••• 0 0 7� 1 PVC GLAZEREAD- aga4 ALUM S.B,RJS S.R. -i499- ii 7 1f8"+{ 1 1 .3110" 7101/2003 112° PVC SCREEN CATCH - 8013 PVC SASH TOPX M RAIL -0004 11/8° 18 11OR4 8116" PVC SCREEN SUPPORT -6014 PER 2010 FBC' 121712011 PER NEW FBC REQUIREMENTS 7101/2003 11OR4 I AVE. IPA 34474 IONS& B.O.M. -LARGE MISSILE IMPACT ' ADE TE' EWSL04E. 07/1112011 ' 1� CW3�183 V. LETTtiR: B EEI: g OF 7 MIN EMBEDMENT 1/4" MAXSHIM BYWOOD SUCK BOTTOM 8WEEP LOCKAGNAED ONLY 13/X MIN EMBEDMENT LANT BEHIND FLANGE BY INSTALLER 114STAUA71ON ANCHOR, 3118° DIA NSTALLER By OTHERS IA] DURING HURRICANES. SEALANT (01 (METERSEALANT HIGH IMNOTH STRUCTURAL MASONRY SCREW wMASHER GROUT-TOTHEiS ERIORFINISH R FINISH Rg D r b b D .. D. g ,-114" MAX SHIM ITHERS D°D. ° DoDDs•• • s 4s D, °. eD, MIN EMBEDMENT [C] A..�r�.. THRU SCREW SUPPORT IC] • e e > • A' �A • s� P•. • •a ' .! Of MAX SHIM � � s. +s �:A+� • 'A, •s s•s�• + A r • • Pi ip• A j,,a0+ P+ b� ? e p P+ A P+A++A TO MAKE SILL LE • > s , ••. s , . s • •° • BY OTHERS, • + • A • f'• NOTE 10, SHT 1 ' Tfir MIN EDGE DIST • . 1 ltd" MN EMBEDMENT SEALANTBETWEEN (D] SEE NOTE' 6, SHT 2 I Icl CONCREMMASONRY B UPDATED PER -2019 -MC h--21lr MIN EDGE DIST LUCASATURNS FL P.E. 88201 A UPDATED PER NEW F8C RE6(t7fREME1]TS 7/07/2009 N] 09 SUCK AND OPENING 1YDNDDW9&DOORB e • 1r U adol 1 008W 44TH AVE. OCALA, FLORIDA 34474 A7 T LAT]ON THRU FRAME DETAIL - LARGE MISSILE IMPACT STATR ow_ 1 By` ATE, _ • �"• O,po • • • +,+ Be b s L '`*f�NA4'� ADE 0711'1/2011 : • PVC HORIZ SLIDER ooaasnWHOLE 0rniE� NTS AWS=188 'BY OTHERS E1 60P7 INSTALLATION ANCHOR, a 0 A #10 WOOD ANCHOR Wl 2_1/Y MIN EDGE DIST.4 4 WASH9RTHRU SCREW ' 6' 0' SUPPORT PI 29X MIN EDGE DIST [C] �+- I CONCRETE1MA80NRY rBYOTHERS 4A 4A I r•> .;4;. ';y„ SEALANTBETWEEN �' 1 . 1,� s' BUCK AND OPENING I�L4° MIN EMBEDMENT �' • °: . III o s . • }r�r SEALANT BEHIND FLANr � q• BY OTHERS ICI A • BY INSTALLER PERIMETER SEALANT ,, e• A.. s e EXTERIOR FINISH PERIMETER SEALANT BY INSTALLER ~' 1BYSUCK BYOTHERA BY INSTALLER EXTERtOR'FlN18H BYOTTHEERWOOSEAJXK EXTERIOR FINISH BY OTHERS [A] BY OTHERS BY OTHERS L114" MAX $HIM S HORIZONTAL SECTION IL �,U FRAME {MASONRY) C' $ HORIZONTAL SECTION FRA yte (WOOD) PERIMETER SEALANT 103 'AM BY INSTALLER IMILAR FORAND 26Y INSTALLATION. INSTALLATSO ANCHOR 31116• DLA. INSTALLATION ANSCRFWCHOR, 3116" DIA ST LLAVON SAME AS SHOWN BELOW. SEALANT BEHIND FLANGE MAR8UONBOREWBUPPWtWORT(qER BA KEDWASHMTHRUSCR W BACKED WASHF THRU SCREW BY INSTALLER SUPPORT Ic] LANT BEHIND FLANGE BY INSTALLER • �• NSTALLER SEALANT UNDER SCREW HEAD SEALANT BY INSTALLER (METERSEALANT HIGH IMNOTH STRUCTURAL 4STALLER GROUT-TOTHEiS ERIORFINISH R FINISH Rg D r b b D .. D. g ,-114" MAX SHIM ITHERS D°D. ° DoDDs•• • s 4s D, °. eD, MIN EMBEDMENT [C] A..�r�.. +—SILL STOOL • e e > • A' �A • s� P•. • •a p°�sD.�•sDsD•�sD>• > •s v s SY OTHERS s. +s �:A+� • 'A, •s s•s�• USE SOLID WOO • • Pi ip• A j,,a0+ P+ b� ? e p P+ A P+A++A TO MAKE SILL LE • > s , ••. s , . s • . +. , s• BY OTHERS, • + • A • f'• NOTE 10, SHT 1 IERBETEIMMONRY D ALTERNATE PRECAST SILL DETAL > + • ° • b•. A• • . 1 ltd" MN EMBEDMENT (D] SEE NOTE' 6, SHT 2 I Icl CONCREMMASONRY B UPDATED PER -2019 -MC h--21lr MIN EDGE DIST SEALANT UNDER SCREW HEAD f BEHIND FLANGE BY INSTALLER 1LLER 'ER 1/4" MAX SHIM SEALANT 1U.ER R FINISH Rg D r b b D .. D. g 1114° D°D. ° DoDDs•• • s 4s D, °. eD, MIN EMBEDMENT [C] D> ,D° �• p°�sD.�•sDsD•�sD>• > •s v s Ds '° D D D. D• D• g • s D o D • s D. REFERENCE NOTES;. F+--2.11 " MEN EDGE DIST ICl NOTE 10, SHT 1 IERBETEIMMONRY D ALTERNATE PRECAST SILL DETAL 9ENOTF8EE PC�J SEE NOTE 2 4 BHT 2 B FRAME (MASONRY) (D] SEE NOTE' 6, SHT 2 IE] SEE NOTE .B; eHT 2 B UPDATED PER -2019 -MC 12/.7/2011 LUCASATURNS FL P.E. 88201 A UPDATED PER NEW F8C RE6(t7fREME1]TS 7/07/2009 Fall, 09 •• 9 • 4aegg•':�'1s •.•'� s:� 1YDNDDW9&DOORB e • 1r U adol 1 008W 44TH AVE. OCALA, FLORIDA 34474 A7 T LAT]ON THRU FRAME DETAIL - LARGE MISSILE IMPACT STATR ow_ 1 By` ATE, _ • �"• O,po • • • +,+ Be b s L '`*f�NA4'� ADE 0711'1/2011 : • PVC HORIZ SLIDER ooaasnWHOLE 0rniE� NTS AWS=188 • •�VMff 00 0 REV. LETTER: E1 60P7 BY OTHERS SEALANT BEHIND BYINSTALLER WINDOWWRAP - BYINSTALLER WINDOW WRAP - BYINSTALLER SEALANT BEHIND BY INSTALLER MIN EMBEDMENT 2 BY WOOD BUCK BY OTHERS R 114 MIN EDGE DIST m •MAX SHIM MAXSHIe1 a/4° MIN EDGE DIST LEI' 2 BY WOOD BU BY OTHERS IN 1-= MIN EMSS m #_ SHEATHING"' BY OTHERS 14! MIN EDGE DIST 7 UP MAXSHIt9 IB) SEALANT BEHIND FIN�PERIMETER SEALANT BYINSTALLER BYINSTALLER ' WINDOW WRAP BY INSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) ee ' —2 BY WOOD BUCK o, BY OTHERS IA) Ste• •• INSTALLATION ANCHOp, • e'•e•O• S6 WOOD SCREW Wt WASHER • • •• —110 MIN EMBEDMENT [&1 y VERTICALSECTION PR PMARYANDCONFIDENTIAL 12b4U i 7 FIN (WOOD) THE INFOR Mr0N CONTAINEDIN TMS DRAWING Ri THE SOLE PROPERTOOF OW(M• WINDOW SYSTEMS, INC. ANYfUMDUCTION IN PART OR AS A WHOLE WITKW THE• W[MTEN PERMISSION Of CUSTOM WINDOW SYSTEMS, INC. ISPROHMT®. • • • •• •• • • • •• •• ••• • • • ••• • • REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 C91 SEE NOTE 20, SHT 2 IC)SEENOTE 4,SHT2 ME NOTE 6,614T2 E NOTE S, SHT 2 MIAMPDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.aov/neral 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 PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jigrdieton (AHJ). 9 090::6 9..0 6 . 0000 • This NOA shall not be valid after the expiration date stated below. The Miami -Dade. ".gg�y Prddud't Control...:. Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade) seserve the right to.... hive this product or material tested for quality assurance purposes. If this product or malarial fails Jq pgjorm in • the accepted manner, the manufacturer will incur the expense of such testing and the -AW mayimmediately':". revoke, modify, or suspend the use of such product or material within their jurisdiction. • T= reserOds tle right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Sdctio0000n.. that this product oro.,-. material fails to meet the requirements of the applicable building code. 0 0 0 0 0.0 This product is approved as described herein, and has been designed to comply with the Fjorid0. Buiidht$ Code, 6..909 including the High Velocity Hurricane Zone. • • 0000 0 0 DESCRIPTION: Aluminum Outswing Entrance Door-LAU 6966 APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, 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. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 0 09-0310.05 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MuuHaflAaECOUNW= NOA No 03 Expiration Date: June 0? 2014 Approval Date: May 03, 2012 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0310.05) 2. Drawing No. W04-01 Rev C, titled "AIuminum Outswing Entrance Door", sheets I through 5 of 5, dated 01 A 5/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09-0310.05) 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 Engirieerift . .... • • Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 0&2k4*, ail dated-ni 5/08, • . signed and sealed by Candido Font, P.E. 968:4 • • • • • •' •' 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 ""•' : • • • • 2) Uniform Static Air .Pressure Tess, Loading per FBC! .jX46 202 , • • • 3) Water Resistance Test per FBC, TAS 202-94 ...... . . 4) Forced Entry Test, per FBC 24113.2.1 and TAS 2024W • .. • .: ...... 5) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • • 6) Cyclic Wind Pressure Loading per FBC, TAS 20394 ; • • ; . • •" along with installation diagram of aluminum outswing door, prepared by HurCicauO Enginberin :....: Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01J84 thru • 02/09/2004, all signed and sealed by Rafael E. Droz-Sella, P.E. (transferred from file # 08--i507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-TI 00, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC 2010, prepared by Al Farooq Corporation, dated FEB 02, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor Calculations and structural analysis, prepared by AI-Farooq Corp., dated 04/28/08 and last revised on 06-02-09, signed and sealed by Arshad Viqar, P.E. (transferred from file # 09-0310.05)) 3. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0 Plus", expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB interlayer", expiring on 12/11/16. F. STATEMENTS I. Statement letter of conformance to FBC 2010 & no financial interest, prepared by Al Farooq Corporation, dated 01/25/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09-0310.05, expiring on June 10, 2014. 2. Test proposal # 07-3527 approved by BCCO. �Sltiaq ` • I t �� Islhatq I-.�Chanda, P.E. Product Control Examiner NOA No 12-0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 E-1 SEESt7s 110A II 1 j FOR M I I RATING' D OETARS Ij j _ I I I 5a (2) ADDL ANCHORS AT J' O.C. _ AT MIG. STILE ENDS_ 42' REQ. FOR WOOD OR TAME WIDTH WOOD SUCK INSTALLATIONS ONLY MAX. �58y DOOR HINGES SURFACE APPLIED SEE SHEET 2 \ FALSE MUNTINS FOR QUANTITIES J MAY BE USED L & CAPACITY F--------_--- FOR SI"ARAT�NOA d 1 / RATING AND DETAILS !i DOOR HINGES SEE SHEET 2 m� MIMa-DADE COUNtt FOR QUANTITIES & CAPACITY 31 3/4° \ �9 SHEEP APPROVED MU NOAN 29" bL OPG. 8 D.L. OPC. M 39 7/B' ALUMINUM OUTSMNG ENTRANCE 1100$ LEAF WIDTH LEAF mor TYPICAL ELEVATHONS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELTTES USING MIAMI-DADE 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 HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 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 THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOi LUd1TE0 TO STEEL/METAL SCREWS. THAT COME INTO CONTACT .WITH OTHER DISSIMILAR MATERUiLS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 20D3.8.4. 78 38 •• ••• • • • • • •• • • • ••• •" THESE DOORS ARE RATED FOR LA%,81 S":MIS%6CIMllAC. • • owa ~W SHUTTERS ARE NOT REQUIRED. FTA PE pp 70598 c AN: 538 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • q� Pls18s o � . drawing no. W04-01 0 DESIGN LOAD CAPACITY - PSF SINGLE (K) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 3/0 3/8 6/8 75.0 85.0 78.0 85.0 100.0 140.0 2/6 3 0 3/8 2/e 3/0 3/6 7/0 B/0 78.0 85.0 75.0 85.0 78.0 1 65. 75.0. 38.0 78.0 SS 78.0 1 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 STROKE PLATE 1-1/4' X 1/4" X 16-1/4' LONG ATTACHED WITH (2) 08 X 3/4' SMS LUNGES SINGLE DOORS: TWO-HANDED COMB HINC EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (8) PER LEAF AT 6', 12", 35', 63-1/2' AND 82-1/2" FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE ( DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (+)I 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 1 100.0 140.0 100.0 140.0 1 100.0 140.0 2/6100.0 3/0 3/31 8/0 140.0 1000 140.0 100.0 140.0 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 002181 ATTACHED WITH (4) 010 X 1-1/2' SMS. 3 PONT LOCK SYSTEM AT ACTIVE LOCK STILE 38' 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 WH (2) 06 X 3/4" SMS BINGES SINGLE DOORS: TWO -BANDED COMB MING EXTRUDED ALUMINUM BRIDGE 2 BY 'OESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3', 9' AND 26-3/8° FROM TOP AND BOTTOM, ONE AT MKLSPAN 8 DOM ATT)J 9 ' LEAF MID 28AT 83/8° FROM TOP AND BOTTOM DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (+) INT: (-) 8/0 78.0 73.0 6/8 6/4 75.0 750 5/0 78.0 75.0 - 7/0 6/4 75.0 75.0 5/0 \ 6/4 1 1 75.0 1 75.0 L//j/ INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (+) INT: (-) 8/0 78.0 73.0 6/8 6/4 75.0 750 5/0 78.0 75.0 - 7/0 6/4 75.0 75.0 5/0 8/1 75.0 75.0 6/4 1 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. rm 0 PART @ REQD. 0E8CRwnoN MATERIAL MANF./SUPPLIER/REMARKS 1 ERWB AS READ. DOOR FRAME 6083 -TB - 2 EW12 AS REOD. DOOR LEAF 8083 -TB 3 VZ1568 1/ LEAF DOOR BASE BOARD .8083-T8 Ix 4 VZ -1483 1/ ODOR FRAME SILL 8083-T6 - 5 - 1/ DOOR SILL BASE 6083 -TS - 6 VZ -1481 AS READ. ASTRAGAL STILE 8083 -TB 7 VZ -1835 4/ LEAF GIAZWC BEAD 6063-T6 - 8 2801 AS REQO. GLAZING GASKET EPOM OUROMETER 75*5 SHORE A It) 1MI/80 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 00600% 4/ LEW HINGES ALUMINUM GIESSE 12 010 X 3/8" 4/ HINDS HINGE INSIALLATKIN SCREWS - FM MACHINE SCREWS 13 - AS REOD. BULB W'STRIPPINO - - 14 010 x 2° 1 AS REOD. ASSEMBLY SCREWS - HH SELF DRO.UNO 18 012 X 1-1/4 IMF. ASSEMBLY SCREWS SMS LOCKS DOUBLE DOORS ACTIVE FAFeFACe MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND 80TTOM OF ACTIVE LEAF PART 002181 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. IroactlVc. LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 002168 ATTACHED WITH (4) 08 X 1-1/2' SMS. HINGES DOUBLE DOORS: TWO-HANDED COMB HNG EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6', 12". 35', 83-1/2' AND 92-1/2'. FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 8° HEAT STREN'D GLASS INTERLAYER TE PVS BY 'DUPONT' I/16° HEAT STREN'0 CLASS SILICONE GE FS G AZE2I11 9 6" HEAT STREN'D GLASS n .100' INTERLAYER SENTRYOLAS BY 'DUPONT' s •-I_, €i 2 3/16" HEAT STREN'0 CLASS O M U N1 0W' SILICONE CE SLS 2600 SILGLAZE II z z a ! j! Ix !! a� GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTION PTAVDtICTNkYDLBB g R WTAh 1►sPIaIIMs tNl-to .o3 ode NOTE: GLASS CAPACITIES ON THIS SHEET ARE D > BASED ON ASTM E1300-04 (3 SEC. GUSTS) .2� = � AND FLORIDA BUILDING COMMISSION • • • • • • • • • SECLATTT-DEC-219 ••Sf,N" m • • • • • • E jr: aAVA AHL!. u 0 • • • • • • • • • ,Pak LA Oak. s'70582 CAN..3836 °1 • • • • • • � drawing no. . • • • • W04-01 • • • • • • • • sheet o1 5 • • • • • • • • • • • • • • • • • • ••• • • • ••• • • N wood NGS C. MAX. .sm, AAX. )F SILL I DOORS • • • • • • • • • • • •• •• • s • •• •• ••• • • • ••• • • 3 T growing no. W04-01 WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE ELEV. FOR SPACING 14' DIA III TRAMN BY -!E= -'V.-177 KSI, Fy=155 KSI) IN OOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRAPE 2 CRS) alNc INTO MIAMI -DARE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE IMO CONCRETE AND MASONRY = 2-1/2" MIN. amcruvam INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT FLEW, SILL OR JAMBS Yc m 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS T'm = 2000 PSI MIN. SEALANTS: i,• ••• • • • • •• :UL f E•AND LOAF (CORNERS AND JOINTS SEALED WITH so i AIXNL SR lEKIlA 107ftSEALANTS.. • • as ••• • • • • �„ JAv a an0 •• • • ••_��NL__l__ • • • • • • • • • • • •• •• • s • •• •• ••• • • • ••• • • 3 T growing no. W04-01 �V.0 a 1/4` .MAX. Q SHIM SPACE 1/4• MAX• t� '� 1/4` MAX."� SHIM SHIM METAL p •.-' 1 (2) ®8 X 3/4' STRUCTURE O 3M5 TYPICAL ANC14ORS y-- �R � p ACTIVE LEAF FFOOER SPACING e e 13 13 q . <� •, yx� Z tt��f TYPICAL BCH ' .y - - - - - - - - - %�' tl a W ei FOR SPACING jy,� 12 EXTERIOR 13 1e TYPICAL. ANCHORS 11 2 D.L. OPG. FOR SPACING LEAF WIDTH (/Z� FRAME V11DTH y� _W W M SINGLE DOOR] W MIAMI-RADE COUNTY Q ~ APPROVED MULLION SEE SEPARATE NOA E z Z 1/4` MAX. U If ---- O SHIM W 4j 1 iWOOD RUCK O F Z _____________. I I N SEE SEPARATE NGA u i i ACTIVE LEAF IN -ACTIVE LEAK RATING AND DETAILS 13 FOR SIDELITE 4 i ; i e O q1 I IS •e _ 4 4 I 11 ` a -e I IR 611 i i i �� _ _ o I 4 4 II. I _ _. _. - U a� _ 0 _?ra.,�-_ _.6.`•�---' - g5�� TYPICAL ANCHORS Cie 0 p ::: �SEE EIF/. y� 12 - s' FOR SPACING Ti 13 D.LO. 11 2 7 EXTERIOR 7L 2) #8 X 3/4• D.L. OPG. LEAF WIDTH .8 LEAF A1DTH •� 3 e •• ••• • • • • • •• cam" FRAME MOTH • • • • • • • • • - DOUBLE DOOR • • • • • • • $ • • • • • • • Iir9r;• •LAV AHMA � u Yb't••HAMp • • • • • •.,�82• 1 _ Fygjg o y �'. • • • drammg no. • •• •• • • • • • • •• • • sheet q of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • off DOOR FRAME 3. DOOR LEAF DOOR BASE BOARD .138 089 1.417 871 I_� 1 1T2— FRAME SILL 2.000 1•� � .094 SILL BASE 0 0 i 2.402 1.764 .083 8 .744 .591 ASTRAGAL STILE 1.000 .848 I .050 1 018 -d 1.201 GLAZING BEAD •• ••• • • • • • •• • • • •.• • •, .r a a' Mid a"F o ' FIA. PE.48q, 70992• CJ4W., 8$39, • ••. • ••• 212 0. ••• • • • • le • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ne FbAda v z a o n 12O 0 r, crU Q Z 0 W w U W�� 0 L4 ei