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WS-12-270Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171534 Permit Number: WS -2 -12 -270 Scheduled Inspection Date: March 27, 2012 Inspector: Rodriguez, Jorge Owner: ROMAN, RICARDO/ ISABELLE Job Address: 1310 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)757 -5446 Parcel Number 1132050230010 Phone: (954)792 -4415 Building Department Comments REPLACE 3 IMPACT WINDWOS AND 1 DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 170027. March 27, 2012 For Inspections please call: (305)762 -4949 Page 14 of 15 e UI D� ING1--r1 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 ROOFING Permit No W 2-7O Master Permit No. OWNER: Name (Fee Simple Titleholder): (ZK.sS4c, 4. L6404%L ! 1p►AAt3 Address: 1310 P4'' KA 5T Phone #: 301-- 151-5416 City: R1; 51.4•6 State: F l zip: 333' Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 131 O riE (O' ST City: Miami Shores County: Miami Dade Zip: 3313? Folio/Parcel #: It — 3205' 023 - 0010 51 5 $by ttC 65Th ler i- 611c 'L Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: P. iii tte ,fit -tPmov r5 Phone #: °1 "�12 jtf $ 'fix' 243 Address: MO' O 50 3b %1ar Av City: 1401 \7 vDDo State F kO2 ;ab . Zip: .33t Qualifier Name: V V )N 1-0.0P-'45 n 0aPe rr - 2 Phone #: State Certification or Registration #: C °,1 C— 0 (g) 1210 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 45113h Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration New ❑1Repair/Replace Description of Work: a Q4,, LC 3 -t K P‘ cT kiwi NOi S , . °gat ❑Demolition **** , * * ** ********** ******* x: *+ x** ***** Fees***** **. x***+ x***+ x**** ********* ** ********x:**** Submittal Fee $ ii.ia Permit Fee $ /6/6 ov CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 11 �' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 not be approved and a reinspection fee will be charged. n� ( u p, Signature Owner or Agent The foregoing instrument was acknowledged before me this 14 day of F6(3 , 20 1 Z, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Shelley Brazalovich NOTARY PUBLIC STATE OF FLORIDA Comm# EE103551 Sign: Print: My Conunission xpires: Expires 6/18/2015 Signatur Contractor The foregoing instrument was acknowledged before me this 15— day of FE. L , 201?. , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission xpires: iikottoy kliemalevich NOTARY PUBLIC STATE OF FLORIDA 51 18/2015 ** * ** :* ****+ x*a:******** ***** *u: *********************+x***** :* ********* ***** ************* *a::x*********** * ******** APPROVED BY e'071744 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. /6 Z— I2—Z-90 TAX FOLIO NO. ((-3ao5 -Or}3 -Doi 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Rorida.Statutes, the following information is provided in this Notice of Commencement. 11111111111111111111111111111111 1111111111111 CFH 2012R0125030 OR Bk 28006 Ps 0872; (1Ps) RECORDED 02/23/2012 09:51:19 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY' FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: NO ∎ CW S S 1 10 0E- o[ 51" 4-4.-;L �.4 5 orQS - 331 2. Description of improvement: L. r\ no.) ' 7 o C7 ■ 3. Owner(s) name and addressiI Gc*. (G - O &l 2 Interest in property: pu.� v1 Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. Florida p PCI.CA.r1 toi non-ImprovementAssoc, 40,0 SW 30th Ave 5. Surety. (Payment bond required by owner from contractor, if any) mod. FL33312 Name, address and phone number. Amount of bond $ STATE OF FLORIDA, 6. Lender's name and address: 1 HEREBY ,.RTIFYf at ft!! 7. Persons within the State of Florida designated by Owner upon whom notices 8figgffigiiki Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year fx ' u the date of recording unless a different date is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION oFTHE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA S TUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE ECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. r(s) or r s)' 'zed Officer/Director /Partner /Manager �- � Prepared By ,� as dime,- 3rnmroVe4ti1�A Signature(s) of Own Prepared B Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoryg instrument was ackno !edged before me this I ) day of By By �Sl�.�r Print Name —te 4070 SW Ave Trtle/Office ypDyweod, F1.33312 ❑ I lvrdually, or ❑ as for Personally, known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my Imowledge and belief. -rem �'o' -) NPIANNIMMOILINPn.. Met - 9GO &Deoe Se `fi Signatur :s o e s.' Authorized e)• cer/Director/Partner /Manager w Bye 123.01 -52 PAOE3 3/10 above: By Miami-Dade My Home My Home rni,ar> idade.gov, Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3205-023-0010 Property: 1310 NE 101 ST Mailing RICARDO J ROMAN &W Address: ISABELLE A Living Units: 1310 NE 101 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2611 Proaertv Information: Primary Zone: 1600 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 2 Living Units: 1 Adj Sq Footage: 2,904 Lot Size: 14,305.06 SO FT Year Built: 1953 $50,000/ $524,717 M SHORES BAY PK City: ESTS PB 55-83 LOT 1 Legal BLK 1 LOT SIZE 92.890 Description: X 154 OR 15117 -2849 0691 1 OR 15117 -2849 0691 00 Assessment Information: Year: 2011 2010 Land Value: $819,738 $863,299 Building Value: $400,641 $402,93i- Market Value: $1,220,379 $1266,233 Assessed Value: $574,717 $566,224 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 ,2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $524,717 $50,000/ $516,224 County: $50,000/ $524,717 $50,000/ $516,224 City: $50,000/ $524,717 $50,000/ $516,224 School Board: $25,000/ $549,717 $25,000/ $541224 Sale Information: Ie ie n �e• lAti Page 1 of 2 ACTIVE TOOL: SELECT gt et Et MI Aerial Photography - 2009 0 117 ft My Home 1 Property Information 1 Property Taxes I My Neighborhood 1 Property Appraiser Home 1 Usina Our Site 1 Phone Directory 1 Privacv,1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome /propmap.asp Legend Property Boundary Selected Property dmf Street Highway Miami -Dade County ■ Water W B 1/31/2012 Florida Home improvement Associates License No. CGC 081890 ! 0344818 4070 SW 301" Ave., Hollywood, FL 33312 Job# (Le , L 13 Name: Fierticla ttleltt Associates Replacement Window Contract OAK! t\ 'e Phor.3 h1549 L 0roward Tel: 954-792-4415 Miami Dade Tel: 305.545440 Eam 954492-2170 Web: F)IAPRODUCTS.COM Email: IiWOISFHAP1iODUCTS.CObI Bus. Phone: Address Z3\ fl 'C' \ \ city S l State ^� � This Contract is made and entered into this ale day of 20 by and between Florida Honte a Florida corporation ("Contractor' or 'FHA", and owners) med above the r located at the address listed above ("Owner"). Associates, Inc The Work. Contractor agrees to perform the work described below: 1) Remove existing units to be replaced. (NOTE: Removed hams are likely to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) WINDOWS: FHA Energy Storm Saver Vinyl insulated e.SS Install Aluminum Insulated, Aluminum Non - Insulated 4) Doors: FHA Enar$y Storm Saver Aluminum Insulated. — Aluminum Non- Insulated impact: y) Nan-Impact ( ) Color..Whtte:� Trot Bra amide f edit_ ACME ncrive QAri Fatal ACTIVE dlnrr- eT— �axs egat AA AF FA FAAF AAF FAA Qh , Qty 4ta - Q y Qty MY — Grass: Directions are viewed from the inside. On deilng glass doors Active and Fixed Pmeais are Identified. on casements and single French dawn the hinge is iderdtfled Right Hinge and left Ringo. On 0veble4ren h Doors the Mare active dearts Fdentgmd Finish: e eDEZ, Doors StraceAftsaat Qtya 0 pestle French boors gftSte b* Qty Warranty: Manufacturer's Warranty sent upon competition. 5) • _ J ' lbNiTlIU.HERE� »s._�. =•, :•r•,ca :(c :�_ �•�fv "tom. : - LRi41.F+FRE� 'wed: Icy 8 Rau INITIAI. HERE -3 7) Special instructions' 8) Cleanup Job debris and provide necessary permits and buura a. 9) If applicable, in the event that Contractor Is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refend any previous payment and this transaction shall be automatically cancelled. (No finish "� m�T (� Ian U�4e done unless noted below. Additional Work �� V�, Schedure: Contractor shag commence the work wit hin days after execution of the Contract (the 'Commencement Gate ") and shaft endeavor to complete all Work hereunder withh/ ys after the Commencement Date. ^ _ - The TOTAL PRICE for all Labor and Materials (lnduding any appfcabte discount) is 5 - 12` Sales Tax ( %) $ h�� ^ Down Payment $ dq Of applicable) Balance Payable $ 1-r�� rm Total Contract Price $ Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Final Affidavit to Owner, substantially similar to the forms included in cheater 713. Florida Statues (20051. arde o related : (YES o► p caner elects to apply for fnon jog of the above- staters: lump sum amount: If yes Is Cfreled, see flimndngagreement Native to the Owner, if Glandes b being obtained by &Tenn e). Do not sign this home conbeet(Indudt g 5 ndng document) in titanic. b). You are entitled to a copyorthe contract atthe thus you �+. Keep it to prohxtyrow!ejet rights. c). The financial deeume tsatt achedtothishomehnprovammccontractmaytonta inam orotiearvrise create sn enon your prparty that maid befor @dosed on W Matt do not pay. 8e sure you understand all provisions of the contract an d fin.0 e l dacuments before You sign. I: 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 provaion of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have exewrecl this contract, under seal, as of the day and year first above Written. You the Buyer may cancel thto tranoaction at any time prior to midnight on the third :' '' . day after file data et this transaction. See the attached notice of can000ation form for an eaplanatigrt of this right. OwnerY �Slgnature • Of carter} (Slgnatur of Owner) Home Owners Association Name: Phone YES ( ) NO (X) Building Name: Date 1 CUSTOMER'S NAME FHA a DIAGRAM SHEET FHA LEAD NUMBER \65413 Mataleflota TYPE OF PROPERTY MEASURING TECH ROOF HEIGHT 11,1' DATE FLOOR ` MBER TOTAL # OF FLOORS 111111111111111011111111111M1riammUMMIIIMIUMMIMIMINUmr IN MI 111 �t1I1�11111i g'iM1 al 1 } U An NM a. ow, ...,...1 1"1222 almamino IMIN II gam milir + -i y. r y. uummu mum mot ' lr� !r•1•A ��m ri ulna it IMMO mai mums ■!�>•�1 -^- +. ...��■IRi��O11��i��......�.� a,- �RaRis�[�1■nif'I MIMI ill MI INUMEMMUMPI rl Mill MI w _. .4105. BLIMM � "M ms M ; I= AnraTidgerill Illimummagimil >Ills IIIIIM A I r . Miuwi EMPA __ VII al• mu milzw• VI !Ii'!ii!!5■1•umlEi:j!!:::FiEiIL11IiIL__1 it 1111111i MI mummi la UMW wig Am 1 = \S 111111141=11116:11 �lF.`i -1G1 111111ilINAMI ■N 03/02/2009 - 5:01pm troyb F: \03 Elements 110 Loading \11 Calculators ASCE 7 -051 FLB - ASCE 7-02 Pressure Charts (0- 60).dwg LORIDA BUILDING CODE & ASCE 7 -05 LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES PSF) • (Sq Ft) Zone 4 40 45 50 10 15 20 Tributary Area 25 30 35 0 -15 ft -50.4 +46.5 - 492 +45.2 -48.3 +44.4 -47.6 +43.7 -47.1 +43.1 - 46.6 +42.7 -46.2 +42.3 -45.9 +41.9 -45.5 +41.6 16 ft -51.1 + -49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -46.8 +42.9 -46.5 +42.5 6 -46.2 +422 16 ft -52.4 +48.3 -51.1 47.0 -50.2 +48.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +43.2 20 '. +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48.7 +44.5 -48.4 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 - 51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft - 55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 ZB ft -56.6 +522 -55.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 -58.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47,4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 - 552 +50.6 -54.7 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 +55.22+53.7 -60.6 +55.9 -58.4 -57.4 +52.7 -58.6 +51.9 -55.9 +51.3 -55.4 +50.7 - 54.9 +502 -54.5 +49.8 -54.1 +49.4 36 ft -59.1 +54.4 - 58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 56.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +56.2 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 - 57.0 +52.1 56.6 +51.7 44 ft -63.2 +58.3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 - 58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft -63.8 +58.8 -62.3 +57.3 -612 +582 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 - 58.5 +53,5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 - 60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -58.2 +53.1 50 ft -64.9 +59.9 -63.4 +58.3 -62.2 +572 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft - 65.5 +60.4 -63.9 +58.8 -62.8 +57.6 51.9 +56.8 -81.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft - 68.0 +60.8 - 64.4 +59.2 - 63.3 +58.1 -62.4 +572 -81.7 +56.5 -81.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -68.5 +61.3 -64.9 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 50.1 +54.9 ft -67.5 +62.2 -65.8 +60.6 -64.7 +59.4 -63.8 +58.5 -63.0 +57.8 -82.4 +57.1 -61.9 +56.6 -81.4 +56.1 -61.0 +55.7 tn s z m 8 REMARKS INR ISSUE DRWN CL CHKD EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (S�. 40 45 50 25 30 f� "3'.il ) 0 -15 ft -622 - 59.8 -58.0 -56.7 - 55.6 -54.6 -53.8 -53.1 -52.5 +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 18 ft 53.1 +47.1 -60.6 -58.8 +45.9 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 - - -54.6 +429 3.9 -53.9 +42.5 -53.2 -53 +422 -64.6 -62.1 -60.3 -58.9 -57.: -55.9 -552 -54.5 0 18 ft +48.3 +47.0 +46.1 +45.4 +44,> 43.9 +43.6 +432 20ft -68,1 +49.4 - 63.5 -61.6 +48.1 +47.1 -60.2 +46.4 -59.0 +45.8 ':. +45.3 -57.2 +44,9 -56.4 +44,5 -55.8 +44,2 22 ft -67.4 +50.4 - 64.8 - 62.9 +49.0 +48.1 - 81.4 +47.4 -602 +48.8 -592 +46.3 -58.4 +46.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 -64.1 +49.9 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +48.3 -58.0 +45.9 26 ft -69.8 +522 -67.1 - 85.1 +50.8 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 -68.2 -682 - 64.6 -63.4 -62.3 -61.4 -60.6 -59.9 +53.0 +51.6 +50.6 +49.8 +492 +48.7 +48.2 +47.8 +47.4 30 ft -72.0 +53.8 -692 -67.1 +52.3 +51.3 -65.8 +50.6 -64.3 +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48,1 32 ft -73.0 +54.5 - 70.1 58.1 +53.1 +52.0 -66.5 +51.3 - 652 +50.6 -64.1 +50.1 53.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -73.9 +552 -71.0 - 68.9 +53.7 +52.7 -67.3 +51.9 -66.0 +51.3 54.9 +50.7 -64.0 +502 -83.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -68.1 +52.5 - 66.8 +51.9 -65.7 +51.3 -64.7 +50,8 53.9 +50.4 -63.1 +50.0 38 ft -75.7 +58.5 -72.7 -70.6 +55.0 +54.0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 - 69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 -72.1 +582 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -652 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +58.7 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +522 48 ft -78.8 +58.8 -75.7 -73.5 +57.3 +56.2 -71.8 +55.3 -70.4 +54.6 -69.2 +54.0 -682 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +67.8 +58.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 - 68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 - 88.5 +54.0 -67.6 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -722 -71.0 59.9 -69.0 -882 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +59.2 +58.1 -74.2 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 58 ft -82.1 +61.3 -78.9 -76.6 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 FLB DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L SENNARDO, P.E. "ALTERATIONS, ADDmONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60 " BASED Or'!. Kd =0.85 SEE TABLE ..NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER- DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED, USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. �I ® I- ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS ° • 16.0 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT 01 AUTH 68885 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address:1310 NE 101 ST MIAMI SHORES FL (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 FL5859.1 +55.0 -55.0 +48.3 -52.4 13 3/4 x 461/4 NO 1 x 4 YES 2 .j, FL5823.2 +675 -67.5 .l, .l. 49 3/4 x 461/4 4, - FL9520.2 4, 3 .l. FL5859.1 +55.0 -55.0 4, .l. 131/4 x 461/4 4, 4, 4 DOOR FL11103.1 +60.0 -60.0 +44.3 -56.8 591/2 x 791/2 4, - 4, 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 . 23 24 Florida Building Code Online http://www.floridabuilding.orgipr/pr_app_dtaspx?param=wGEVX... FFP -1=27 BOOS Home Log In i User Registration = Hot Topics Submit Surcharge , State & Facts 1 Publications ' PBC Staff i BCIS Site Map I links i Search Product Approval USER: PubiIc User Etolist_gp omplIkaia > EE9..dUft.mlr+APkot!9R S1] >1)1k7/ T! i t> APPIkatlon Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre@ cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 M LaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email Category Subcategory Compliance Method 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `{ Evaluation Report - Hardcopy Received .Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 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 FL5859 R3 an 510488A (Eval Reo PW -8300 Impact),odf Referenced Standard and Year (of Standard) Standard Year AAMA /101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 1 oft 12/1.3/2010 4:09 PM Florida Building Code Online http://www.floridabuilding.org/pripr_aPp_dtaspx?Pararn=wGEVX.., Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 1lEIRIl► of Products 12/19/2008 01/05/2009 01/09/2009 02/03/2009 FL # Model, Number or Name Description 5859.1 8300 Vinyl Fixed 8300 Vinyl Fixed Impact Window. Limi Use roved for use in Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, 76" w /heat strengthened glass, DP = +/- 55 psf (Impact Installation Instructions HVHZ: Yes FL5859 R3 II CWS -159A (PW -8300 Impact).pdf HVHZ: Yes FL5859 R3 U DuPont PVB NOA 05 -1208 02.odf FL5859 R3 II DuPont SGP 07- 1116- 04.cdf .NOA FL5859 R3 II Mikron NOA 06 -1220 01.o f x 62 ", DP = +/- 67.5 psf (Impact Verified By: Roberto Lomas 62514 SGP). Large Missile, 48° x 72 ", Created by Independent Third Party: Yes w/ annealed glass, PVB) Evaluation Reports FL5859 R3 AE 510488A (Eval Rep PW -8300 Impact).pdf Created by Independent Third Party: Yes 5859.2 [PW -8300 Vinyl Fixed PW -8300 Vinyl Fixed Impact Window. Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +67.5/ Other: Large Missile, 72" w/ heat strengthened glass, Installation Instructions HVHZ: Yes FL5859 R3 II CWS -337 (PW -8300 Impact 72x76).odf HVHZ: Yes FL5859 R3 II DuPont SGP NOA 07- 1116- 04.odf FL5859 R3 II Mikron NOA 06 -1220 01.pdf -67.5 Verified By: Roberto Lomas 62514 x 76 ", DP = +/- 67.5 psf (Impact Created by Independent Third Party: Yes SGP). Evaluation Reports FL5859 R3 AE 510870 (Eval Rea PW -8300 Impact 72x76).odf Created by Independent Third Party: Yes fNet Department of Community Affairs Florida lluPdtng Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487 -1824, Fax (850) 414 -8436 CO 2000 -2010 The State of Florida. AU rights reserved. Pr vscv Statement 1 Comdata Statement I I Pki -I Software 1 Cu ctnmrr Service Survey 1 Contact US Product Approval Accepts: - gDireraffian • rocsos Ste0 :ar Al!" 2 of2 12/1/24.104:09 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemons. NC 27012 Report No.: 510488A 336-945-9695 Manufacturer: Custom Window Systems 1900 S.W. 44th Avenue • Ocala, FL 34474 Product Line: 8300 PVC Fixed Lite — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: Fixed window, Impact resistant made of white rigid PVC. Frame is of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -159 Revision A, titled 8300 PVC Fixed Lite, prepared, sighed and sealed by L. Roberto Lomas P.E. • 2. Test reports: Report No.: NCTL 210 - 3169 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure,-±67.6psf design pressure, 15.0psf water Infiltration TAS 203-94 Cynic Pressure Loading *67.5psf design pressure 3. Report No.: NCTL 210- 3169 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL. • ASTM E 1888 -02 and ASTM 21996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM 6 18861E 1996 • Cyclic Load Test, *67.5 psf design pressure 4. Report No.: NCTL 210 - 3275 -1, signed -by Gerard J. Ferrara P.E • National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.6psf design pressure, 15.Opsf water Infiltration TAS 203 -94 Cyclic Pressure Loading *55.Opsf design pressure 5. Report tdo.: NCTL 210 - 3275 -1A, signed by Gerard J. Ferrara P.E National CertifedTesting Laboratories, Orlando, FL ASTM E 1886 -02 and ASTM E1996 -02 • - ASTM 6 1886/61.996 Large Missile impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1995 Cyclic Load Test, t55.0psf design pressure. 7. Anchor calculations, report number 510181A, prepared, signed and seated by L. Roberto Lomas P.E. Limitations and Conditions of use . 1 02 Unit Size .. Max. D.L.O. . Des_ ton Pressure Rating impact Rating - Up to 48 "x72" 451/8 "x691/8" *55.0 psf Large and Small Missile Impact Up to 62 "x76° 591/8 "x731/8° *67.5 psf _ Large and $matt Missile Impact • • Units up to 62"x76" must be glazed with 7/8" 1QU consisting of outboard lite 3/16° HS — Air - laminated inboard lite consisting of 3/16" HS'- 0.090° Sentry GtasPlus by Dupont — 3/16" HS per ASTM 6 1300. Units up to 48 "x72" may be glazed with: o 7/8" IGLJ consisting of outboard lite 3/18" Ann — Air — laminated Inboard lite consisting of 1/8' Ann - :090" DuPont ButacIte PVB interlayer -1/8" Ann per ASTM 61300. • o 7 / 8 " (GU consisting o f outboard l i t e 3/16" Ann — Air — Laminated inboard iite consisting of 1,faeti i-, .,ar , :w .090° Solutia Saflex interlayer— 1/8" Ann par ASTM E 1300. • DuPont Butacite Interlayer per NOA 05- 1208.02 Saluda Saftex interlayer per NOA 06- 0206.01 • Sentry GtasPius per N.O.A. 07- 1116 -04. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne d • Frame material to be •white rigid PVC per NOA 06- 1220.01 .4, . L. Roberto Lomas P.E. 1432 Woodford Rd. Clem ons, NC 27012 336-945 -9695 Engineering Evaluation Report Report No.: 510488A Installation: • Units must be installed in accordance with approval document, CWS -159 Revision A Certification of independence: Please note that I don't have nor will acquire a financial Interest In any company. manufacturing or distributing the product(s) for which this report is being issued. Also,1 don't have nor will acquire a financial Interest in any other entity involved In the approval process of the listed product(s). 2 of 2 el t1. • 3.1¢. • PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT) SHOWN W/DIFFERENT OPTIONS MAX SUE - 5/16 LAMINATED GLASS +55/ -55 DESIGN PRESSURE TABLE Lr rONTI MT , GENERAL NOTES & E'LE,VATIONS._1 ANCHOR SCHEDULE & NOTES „„ 2 6 • DP CHART & GLAZING.. .. _ . 7 SECTION VIEWS___. . ^. -._..S EXTRUSIONS & MO.SL. ..9 INSTALLATION DETAILS 10-12 MAX. SIZE -7116 LAMINATED GLASS +67.5147.5 DESIGN PRESSURE p IC IMPACT REQUIREMENT. 1. THE PRODUCT SHOWN HEREIN 13 DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA 9UD_DING CODE, CURRENT EOTTION. 2. GLAZING OPTIONS: (SEE SHEET 71 2. CONFIGURATION: FIXED 117E O'. 4. DESIGN PRESSURES: (SEE TABLES-MEET 7) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES - POSMVE DESIGN LOADS BASED ON TESTED PRESSURE. WATER EIFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANQHORAGE: THE 331!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-12 FOR ANCHOR DETAIL. E. SHUTTERS ARE NOT REQUIRED. 7. AILFRAMESFULLYWEWED. IL REFERENCE E TEST REPORTS: NCT .210-3169 -IA . NC11, 2103169 -1 , NCTL- 210.3275 -IA, NCiL- 210 - 327$ -1 ' 9. SERIES J MODEL DESIGNATION PW-8300. 10. WOOD BUCK OR STUD FRAMING TO B& DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUGTIJ iE. BUCK AND FRAMING tS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. ti ■3 000 SW 44TH AVE. .. . FLORIDA .54474 • tl p .. • _ a.,. . .� =,t.�t C 5sj PROPIMTPAY;VYD CO W. •'' ..i'.- r•.E_TOLOM�.»<.ry •p�� The INFMWAICNCONTAXED TI193 ORAWINWS'MEWLS PROPERIYL+i LFiQEIF�T'O IAIAAS °'p��+,�.� VINO=SWITEUE. wC. ANY R CV PART OR AS.tWKILEY FL P•E. A'Cf.112614 WHITTENP81a N OfCUSTOIA WINDOW SYSTEMS 0.CIS PAOYLECIE$ r• a - e �-... ..r 7Ji;f{;! -titll =k. ERAL NOTES & ELEVATIONS - LARGE MISSRE IMPACT �MWN OY: 7/15!2006 P1 FDdED LIfE A13E NTS -CWS -159 AbY.11.l IF-1 A SFIAET: 1 OF 12 NOT,` 1. INSTALLONE ANCIOR AT EACH INSTALLATION LOCATION. • 2. SHIM AS RE O D AT EACH SET OF INSTALLATION Al HDRS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114 -. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. 3. LOAD BEAHWG SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETTER. WOOD SHIMS ARE RIOT ALLOWED. 4. 3110' DIA. ELM TAPCON MASONRY ANCHORS NUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114' INTO MASONRY THRU FRAME OR THT•T!J 1 BY WOOD BUCK WID MASONRY. A MINIMUM EDGE DISTANCE DF 211.0 SHALL BE ACHIEVED. • 5. #10 WO00 SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EL/MEDMENT OF 1318' INTO 2 BY WOOD SUCK 5. @8 WOOD SCREW ANCHORS MUST SE OF SUFFICIENT LENGTH TO O ACHIEVE A PAX EMMSEDME NT OF 1/2-1111132 SY WOOD BUCK FOR FIN INSTALLATION A 1 UPDATED PER NEW FBC REOUIREMS3TS 107J07108 7 SEAL CORNERS WM1 SMAU..IOENTSEW SEALANT. / $. AU. INSTAUATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL, OR COATING. ' J' 1"; 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION 1NSTRUCTTONS, AND ANCHORS SHALL NOT -A- 7H ` < •: �_ . _ -- : - - -. BE USED IN SUBSTRATES WITH STH NGT S LESS AN THE MINIMUM STRENGTH SPECIFEO BELOW. • ' ' a ° e ✓ 'i�% , .� �;. SW 44TH AYE 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE; BASED ON SUBSTRATE MAM BAL W TIH vie FCLLOW INO PROPERTLES: •,, .a:/0. : - `'‘1,, ' ' ORIDA 34474 A WOOD - M1W lMUMSPECIFECGRAVICYOFCa.i}.42 a� • �{NGHORSC1iED E &NOTES- LARGEMESSIL€IMPACT B. CONCRETE- MINIMUM COMPRESSIVE STRENGTTH OF 3,200 PSI. �. _ r AAWN BY: GATE: C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-9O. GRADE N, TYPE 1(OR GREATER) oe¢nu ^' ° . p,; �• G � {- ; • :: PVC FIXED LITE E AOE T�1 �8 rarh DE[NFonammaNCONTA, D3 TrimORAWBG IsTTr2 sots PROPERTY OPCPri781A � L ROB ,.„ 'COMAS WWDOWSYHM MS, RAG ANY I PRODUCi1O UN FART ORA9 A WHOLE WDFRRRTNE FL P.E. MIL.212514 ,• ~ WRrrrEipsLuasSroNDPmisrouw fNDW9sysnwS.iGIBPROITED - ,s i ...... 1 *• -, ¢• _ o �f 1 •� ' 7;4" • is • ,j..,1,1.9044!ibLt .' i� MAX, O.G. CM/ MAX.O.C. FULL MIME 1E MAX O. . {NM � MAX. 1.M MAX 0.0. Cren 4: MAX • `•rOMB$TONE MAX.O.C. fm'1 MAX. {1 YP) t1YPj C iE MAX 0.C. C wx. IY t I£ MAX.O.C. s MAX. . ( J/2 (ARCM 9_ MAX. • au s C MAX. FAN 1T MAX. OA im'1 1. SEE SHEET 2 FOR DETAILED ANCHOR • INSTALLATION REDUIREMENTS 2. T1 U FRAIJOR OUP - MA$0NRYMl00D OPENING. • 3. MAX OVERALL SF; E MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTAN00t.AR WINDQW$ OM SHEET 1. 4. FOR UNITS WITH DESt8N PRESSURE OF +h 87.5 LOCATE ANCHORS 13- MAX. 0.C. A 1 UPDATED PER NEW FRO REQUIREMENTS 107/07/08 PAOPREYMTY A1Wt Critimen2U. metw04GMTCN CD�ITA = II Tl�S ORAWR� IBTNE SOW PROPERTY wiemaw amass, ac. ANY REPAOCUOTION IN PAM OR AS AWI1OLP Wfl J WRITISIPEAVISSION OFLISTOMWINIIOWSYSTE7.l9. 11 C_IS PROHIBIT E1 • 44TH AVE. LA. FLORIDA 34474 ARCH; FLG ANCHOR SCHEDULE • LARGE MISSILE IMPACT •' • asxa a v tnI6F1XEDLITE ADE� 7/15/2008 aEC�a7a :L130B r ` .,.y• ,alailh� OW$ 159 FL P.END.33314 a 830Q 3 OF12 TRAPELCOID DOGHOUSE £X TALON 1E MAX. 0.0, OYFI X MAX. LT, - 1 I;i MAX O.C. 4_ MAX • 1TfP) fr► ARI T N= BEAM NOTE; 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2.THRU FRAME OR CLIP - MASONRYANOOD OPENWCL 3. MAX OVERALL SIE MUST NOT EXCEED THE MAX OVERALL SRE OF RECTANSULIR WINDOWS ON SHEET 1. .4. FOR UNITS WITH DESIGN PRESSURE OF d-67S LOCATE ANCHORS 19' MAX O,C. A UPDATED PER NEW FBO REQUIRpd BEES I07707l0S PRoromorrrRW .f'OMIDO TAL • TTa tvices ariotl CONfAbow TH uts OMWhVO iSTTESOLE PROPERTY MOM/Ma WINDOW warms. 144:4my ravrtoouCT=4 =MEl PERMISSION OP COSTOIWINDOW SY9ii:ils, .3SP HImTEO. I. • 0 ' E RO11E'RTp Lp4 T. FL P.E NO. 62. 14 n, 5 44TH AVE. 1JLORIDA 34474 KO ANCHOR SCHEDULE - LARGE MISSILE WAG 7/15/2008 CWS -159 4 OF 12 • V I. Z. • . O I . a • t f. ,,.e!; t • .I , fir4 `4. .d. ry.0N.. p °° ..� T tip E WiX.OA. HYP A' MAX. tTYP) MAK MAX O.C. flYi i (WM 114 CIRCLg 112 FAN 1E MAX 04. MNL 1TYPI I---1 __ InAX. Q.& 1► ► 4 r NOTE: 1. SEE SHEET .2 FOR DETAILED ANCHOR INSTALLATION REQUBtEMENTS ' 2. THRU NA1L1NC3 FIN • WOOD OPENING. 3. MAX OVERALL SUE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET!. A I UPDATED PER NEW FBC REQUIREMENTS 07/07108 ``N • 1.- ~ ��va n ot : , PVC FIXED LITE ortr�mceut • •i � 3'• .flowmixe,omvrAmanm Dim DA m�vo mcasw.ErrtoranTVer i ttieEtTO 8900 SufWDOrr$YSTENS.*C. ANY IMPART OS FS AWSOt:BWWR�' y, , PL. F.E1F3. 82519 * 4 r. warrrem FERN OF OU$!OM WIND= SYSTEMS. RC. IS FROWBfIFDr `e s --3 • Y: SW 44T4 AVE. A• FLORIDA 34474 - ARCH. RN ANCHOR SCHEDULE - LARGE MISSILE IMPACT, IkrE2 7/1612008 RD:CWs.159 1AW14 BY: ADE 3.4Z: NIS iBV LS:I FI1" A $HEET: 5 OF 12 gagati HE]tAGON NOTE: • 1. SEE SHEEC 2 FOR DETAILED ANorton 1NSTAUATION REQUIREMENTS 2 THRU HARM FIN : WOOD mamma. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. THESOLE P• enopra RYAD fG4l. s .M T • fr WINTON SYSTEM, INC. ANY AEPRODUCIION DNDAATORASAWk@LE 51. : F• L PWORMATI MINTA►SED6uncSIMMOISTr PRCP U* L smossioN OH affro N W amovi x?:.�190-0• SW 44TH AVE. tA. FLORIDA 34474 • • ,M r ARCH. FIN ANCHOR SCHEDULE e4 62314 "TT.• s 8300 CWS -159 8 OF 12 UNIT . UNIT HEIGHT (IN) - rIDTH (1N) GLASS TYPE 12 • 20 28 36 44 48 • 56 64 72 76 14 A,B,C.D.E.F0,13 +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 +551 - +55/ -55 +551 -55 +551 -55 +-67.5/ -675' 29 A,B,C,D.E.F,G,H +551 -55 • +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 ' +551 -55 +S51 -55 ' +67.5/ -67.5 26 A,B,C,D,E.F,c 4 +551 -55 +55/ -55 . +551 -55 +551 -55 +551 -55 +55/ -55 • +551 -55 +55 / -55 +55 / -55 7.i5 =r •Y74•: 32 A53.C,D,E,F,ELH +551 -55 X551 -55 +551 -55 +551 -55 +551 -55 +551 -55 • +551 -55 +551 -55 +55/ -55 '-4.7.1.70-11M5. 467:4447A: i .,;54;:C7'5 38 A,B,C,D,E,F,G,H +551 -55 +551 -55 +551 -55 +S5/ -55 +551 -55 +551 -55 . +551 -55 +551 -55 +551 -55 44 A.B,C,D,E,F,G,H +551 -55 +551 -55 +55/ -55 - +551 -55 +551 -55 +551 -55 +55/ -55 +551 -55 +551 -5ti 48 A,B,C,D,E,F,G,H +551 -55 +551 -55 +55/ -55 +551 -55 . +55/ -55 +55/ -55 +551 -55 +55/ -55 +551 -55 rr`rYt7;3:Z 03:. ' 52 A,B,C,D,E,F,G,11 +551 -'55 +551 -55 +551 -55 ' +551 -55 . +551 -55 +551 -55 +551 -55 +551 -55 +55.1 -55 +67P& 7.5);, rl 41:- :4515= 57:5,x/•,- .1,6,75. a�,147`a..= 56 A , B , C , D , E , F , C , t i 3 +55/ -55 • +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 • 675•/ -673 ,. ./t5 /. -¢7.5 62 A,B.C,D,E,F,G,H +55/-55 '. +551 -55 J +551 -55 +551 -55 +55/-55 +551 -55 '• 67454 447 ,5;1'67'. : 4 ,_ • ' =USE GLASS TYPE -C,D,G. &HOMY • 718" OVERALL 7B- OVERALL 71r OVERALL ° M ^■^" 718' OVERALL 6ft8'ANNEALED W'16 HEATSTAIENG=N 'i ffi18'TEMPERED - . 31r AIR SPA = 5/r I BUSS Ur N.4EAL6O 3r.a' PVB 1JrANNEALED ,1� " AIR SPACE 3%ie*'TEMPERED r�51W 3/r ADM SPACE LAMA GLASS 118' AHNi:1LLFS1 9t32' PVD 11r ANNEALED 0 114' NW LAMI GLASS . 3176' HEAT STRENGTH 3152' P118 3116' HEAT STRENGTH IIiII _. ° l I,�.II 1/4 AIR SPACE m8' LAfdt GLASS 9118' HEAT STRENGTH � '9116' HEAT STRENGTH . �=— rtalui —•_Hie ill 11111 'GLASS GLASS TYPE 0 ' l GLASS TYPES TYPE C OVERALL NOTE: m fain 1 OVERALL r OVERALL r OVERALL r 3+MS' TEMPERED 3tB" AIRSPACE 1. F SITE INTENDED 13 NOT SHOWN 3i1s NEATSTAENG11I USE NEXT LARGER ME • 3r32' PV8 HEAT STRHaG7H 2 ��: min 9118 - ANNEALED 'LPL' AIRSPACE • urr 3PS2' PIS ira' ANNEALLD p L r ( 3P36' TEfdPERELI _ D AIRSPACE 1r 302' PVD t/8' AtBEEALID my HEAT8Ii 3TH AIRSPACE 318 7a+t6 E R TH M� M Mt* 3�2' PVB �t6' HEATSTT�uG fH �'I A i UPDATED PER NEW FED REQUIREMENTS j071071118 +211D' • atU - '' it _ b - - :' a o a (7'. ` ';. b r+ n' i i •• 4RL E�RTTi $ L' y'FLP.E.NO.5514 _ . - . ,1�� eeds=„._ et- sr_... :.: li i GLASS TYPE E GLASS TYPE F GLASS TYPE G f GLASS TYPE H - :. 'DC CHART & GLAZING DETAIL - LARGE MISSILE IMPACT • .. • .• as % ' FIXED L ITE ADE 7/I5/2008 THE M 7lONt70atMArtF p A LA� Pf' H:TY MR15i' l" VIV4DOl WA SOWS, SA YFl8auAwtrtroCI 1 0N Da R AAMMOtMLEWma cUrR . ':, ' ' %fit. _ a �.- a « '` � • A :;•W 7 OF 12 SINrsPnAaRRYS TYPICAL VERTICAL SECTION ALTERNATE FIN FRAME NOTE: I� AL HORIZdNTAL SEGTiON EXTERIOR. A I UPDATED PER NEW FEC REOUIREMENTS I07107A8 • ITEMS .9,11 -14 ARE USED, RUT' �; `' NOT SHOWN FOR CLARIIV s'•' ° + ' ;, • pRO°e 1 RV AND COW 9fll*L - • o.°, 1HE INFOM mM CONnns n LA THIS DnAWw6 IS 'ME SOLE PROPiiti C wweows�srE US. wc. �NrnEppooue +'ra+wa�nrontsRwr»t,e+evtl�i� is ''`, • 1900 SW 44TH AVE, 'FLORIDA 34474 ECT. VIEWS & ALT. FIN FRAME - LARGE M3SSLE IMPACT e::. -.....;� MID FRED LITE �stnwt�l�t: AOE UhiE 7I Ef2p08 •. y :f`J(F• JYY�'4 iii.: 8304 NTT CWS -1S9 `, - °I;: :wv.umml: A SHEE{: 8 OF 12 FL P. t1Q; 62514 . wn[TTEN PPp/ SOF GUSTOIIWBNDW SWIMS. OCAS pROe6j1E0. �. u _r un# Part # Description 1 H -6006B Fr., PW, Main, Head 2 3. 4 5 6 7 8 9 10 1I 13 14 .15 16 17 18 H -6006B Fr., PW, Main, Sin H -60068 Fr., PW, Main, L lb. H -6001 . Fr., PW, Main, R Jb. . S-60I5 5-6016 Gz Bd., Fxd. (3/4" OA. LG.) Ch. Bd., Fiat. (7/8" OA. LG.) S-1504 Anchor Clip P -3752 P-3438 Cap Plug, 1/2" Hole Hot Mott, TtmSeal, "H" P-3352 Set. BlIc ;BS Dar, 1/8" x5/8" x 2" Lg. P-3684 P-3881 PW -8300 Gold Cert. label, NFRC Tab Temporary Lb1 NPRC/DP) P-1613 CWS ibl. (logo) Gass, Fred H-6006A Fr. Main, PVC, Fm P-3113 Screw Support for PVC S-6009 Gz Bd., Fxd. (1" O.A. LG.) PVC FRAME FLANGE - H 600E B 311r T18- L PVC GLAZING BEAD - S-6003 PVC FRAME FIN - H 6006A J_ PVC GLAZING BEAD - S 6015 ANCHOR CLIP S - 1504 ALUM - 8063 -T6 PLAN VIEW OF . ANCHOR CUP PVC GLAZING BEAD - S 6016 SCREW SUPPORT- P-2113 A I UPDATED PER NEW ESC REQUIREMENTS I07107/o8 r s. WOO NTS a t0 A awa..aazcws.159 • ' 9OF124 CAULK BETWEEN BUCK AND OPEANG BV OTHERS CAULK BETWEEN BtO KAND OPEND4G BY OTHERS i .LC (MIN. EMBEDMENT) (MIN. EDGE DIST) CONCREIEAMSONRY BY 0THE'S • OSA EDGE Mall (MDR EMBEDMENT) I BY WOOD >7 BO>t Y MDR RHERS( HAMER CAULK RETAILER ENDOW FRAME !SAD WIN INDOW FRAME SI RIMIER CASK IMATALLER • • • 7 114' IIIAXSHIM (SEE NOTE 2 & 3 SHEET 2.) INSTALLATION ANCHOR, 3A6' DIA. MASONRY ANCHOR. ANCHOR CLIP T BY W000 RUCK INDMOW FRAME 4 4 A.•° 4A• 4 ((SEE NOTEE22 & 3 SHEET 2) ANOMIE CLIP INSTALLATION ANCI 08.3/16' MASONRY ANCHOR. cacRae ANCHOR ANCHOR CLIP 01014 MASH ra, )TIERS .�••',Ir, ;ra _ .*-, Mal r. " A•1 • •••1:, P • •6* • P• P• •/•• Pt PP• • 4•4►.■ • •bP• IYNGRERS 0NRY VERRTICALSECi1ON CUPlwaarnin rU4- MAX SIUM (SEE NOTE 2& a SHEET 2) 1 BY WQOD BUCK BY OTHERS i0& EASEMENT) LAM MN. EDGE DIST) • 0 • PERIMETER CAUL% SYINSTALLER EXTERIOR FINISH BY OINERS 104' MAX OIOM (BEE NOTE 2 & 3 SHEET2) ANCHOR CLIP WINDOMI FRAME JAMB • PPE �CIJU( RA —ANCHOR CLIP WINDOW FRAME PERIMETER caux SY INSTALLER EXTERIOR MASH MOTHERS -illi .rr r _ p:rl.t p. f> i �'► "e t A .•� rp a 1' p - • - EO14CFETFAUSOMY —1 RY OTHERS LSIX MN EMBEDMENT) •• ° i • °A A ► • WSTAUAT 24 ANCHOR, • o ► ▪ ° IIS WOOD MEW 4 • • ° • ~BYO�Y • i • a. • CAULK BETWEEN SUCK ° • *AND OPENING BY OTHERS •A ws 1• • ' • ▪ • :p •° •A a0o� • _ pTSFINISN BY OR1ZONTAL SECTION 10 2 ITT WOOD MESS BY OIHER • air swatA mISTAuATION MASONRY ANCHOR. OiL 9116' 0M. the MAX Sit (SEE NOTE 2 & 3 SHEET 2) 0 Fs p$ TA3T4EacOMFffif?AL i*S14FORiM1DNOO•ITAEffi'DWTH5 OWNING ISTFasou YRQPBi7Y Wa7DOW SYSTEMS. SPX. ANY REPRODUCTION 110 PARTOR AS AMASS WRRT$I PFAW590NoF OMTOMWWDQN SYSTEMS. INC. IS ALTERNATE priecArr SILL CIpun, cup ntedx.Rys • :,I• • • 44V• 4 • .aa`..0• ENE (MIN. MS DIST) • AJ UPDATED PER NEW FBC REQUIREMENTS 107/07108 • • , WO SW 44TH AVE. c• •f e . FLORIDA 34474 -.t Ar ��i CO rr • L ROBERTO LOMAS S14 FL P.E. 90.13 a • Q ALLAT1ON ANCHOR wiCUP DETAIL - LARGE MISSILE IMPACT 7/15/2008 615919111111111111111116A 1111-1 .CIS -159 10 OF 12 CONCRETE! BO°•T S CAW<BETWEEN 8UCK AND OPEMNG BY OTHERS 217 (MM EDGE OW) DRYWALL SY OTHERS DUYIYALL BY OTHERS CONCRETE: MASONRY BY OTHERS CAULK BETWEEN BUCK AND MEMO 8YOTHERS 1 BY WOOD BUCK SY OTHERS vt• MAx EH M (SEE NOTE 2 8 3 SHEET 24 {MRS. EMBEUMeR) VC MAX SHIM (SEE NOTE 2 8 3, SHEET 2) CAULK UNDFA SEW HEAD DT INSTALLER • • • `• , • D• • b• DQSTALIATIONANR. 3718' DU• MASONRY SCREW wJ NEOPRENE BAMED WASHER THRU SCREW SUPPORT • >• (MEIEMBEDMENT) EXTERIOR FINISH MOTHERS PERIMETER CAULK BY INSTALLS WINDOW FRAME FEAR BY WOOD BUCK BY OTHERS WIZ f1aUN EOOE MST.) .141* t +'a WINDOW FRAM JAMS DRYWALLSY OTHERS BYOTHE BUCK A euoW INSTALLATION EW UR _' A' SCREW SUPPORT • CAULKED MEERBUCK t AND OPENING BY OTHERS 1M• MAX SHIM (SEE NOTE BA 3SHEET 2) PERIMETER CN}LK BY INSTALLER • R ' CAULK BY�wSTMETER ALLERR HY OTHERS CAULK UNDER SCREW HEAD BY INSTALLER • tNSTALLMION ANCHOR. 3/16- CM MASONRY SCREW sld NEOPRENE SACKED WASHER THRU KNEW SUPPORT CAULK UNDER SCREW HEAD BY INSTALLER I WINDOW FRAME sILL P CAla3C BY INSTALLER i j j' CAULK UNDER SCREW HEAD BY INSTALLER �� .-__1 1J4' MAX SHIM �11� � (SEE NOTEi2 &3 SitgET2) EYTERIOR'TNIS6i - —•.J_ .11i m HY OTHERs DISTALLAUQN ANCHOR. 311E+LfA.MASONRYSOWN wf NEOPRENE BACKED WASHER • THRU SCREW SUPPORT EXTEliaoR RNISH BYOTHERs HORIZONTAL TK)N FRAME 1W0301 WINDOW FRAME ELL • PEREAETER CAULK BY INSTALLER EXTEAtOH FINISH • BY OTHERS lISH STREWTH STRUCTURAL BROIFC BY OTHERS UV MAX. SHIM (SE E.NOTE2& 3 WW2) BY DT 1 R� ■• : •b • b' • ab•b�; D• p6ab • • aah P %b•b ELL STOOL BY OTHERS (PAIN. EWE DtST) ALT. PRECAST DETAIL EMBEDMENT) • b• 0 • • • • •:b +b• b• • • O ••i• • a••^, • a b •• ••b'• 4• • :••• ••`••• b•••'• b•• P•F b• • A�+ CDNCHE E,MASONRY J BY OTHERS USE SOLID WOOD SUPPORT TO MAKE IMt. E? EOME3JT) S LEVEL BY OTH VERTICAL SECTQN _ •1� SW 44TH AVE. FLORIDA 54474_ TION T)4RU FRAME FREWRISTARY CONFEENIIAL 114E INFDRMATKNCYINTA8 DNTIRE BMWI•GIS l,-1E SOLA PROPERTY D>?CbHf i, WMDOWSYSYEM.£ INC.MKRf 000C'110N INPARTf7RAS AWHOLE WRtptlf•TNEr� WRITTEN PSRW992011 c c& maWWOOW SYSTE6l.1 .l$. PRC01 E:et . c ••c • "fist 11:0, S SY O WOOD 1 - -1 /4' MAX SHIM (SEE NOTE & 3 O SHIM WINDOW FRAME Edt i. PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER PAIN. EMBEDMENT) SHEATH BY OTHERS EXTERIOR MUSH BMW S CAULK SEA FIN BY INSTALLER WINDOW FRAME JAMB WINDOW WRAP BY INSTALLER 1NSTALLAnoNANCHoci. 48 WOOD SCREW ANCHOR PERIMETER CAULK BY INSTALLER AN IWOODI •1I MI r114' MAK SHIM 1 NOTE2 A 3 CN SIC2) EXTERIOR FINISH SY OTHERS 28Y W0011 SLICK BY OTHERS - INSTALLATION ANCHOR 23 0/004 SCREW ANCHOR UPDATED PER NEW FBC REQUIREMENTS 10711T108 CAULK BEHWD FW BY INSTALLER utZ (MIN. EMBEDMENT) SHEATHING BY OTHERS ©L- ••J • 12 FDt (woos) V ' +••Ft 0`1• ,� PROPAE.TAWYA617{;ci YEEVDAt. ¢ .• THE RJtreiwarlY CONTANso tams DRAWING STHE SOLEPAcPASTY tap fJT I ' ° L��- lvRmOwsYSTEMS.sJoANYRFPAODNCi10MMYARTORASADDIW .6I2. --- 1Ie'•-r-1k1.P.E.NCYI`F514 WAITTENPEW.22SION OFQID7omwiNnow SIS:E:RS.DNGS BRG- IONTED. . • - . tr0° O. 1 &�L4•I',SW44THAVE. oQ .. Al FLORIDA 34474 • ; O 1 iC~S.. • in AU TION FIN DETAIL • LARGE MISSILE IMPACT VC FIXED LITE ADE a 7 /1E/2008 • "CWS -159 12 OF 12 .orida Building Code Online http : / /www.floridabuilding.arg/pr /pr app_dtl.aspx?paran--wGBVX... SOS Home 1 Log In 1 User Registration Hot Topics I Submit Surcharge 1 Stets & Facts 1 Pub[eaeo Product Approval USER: Public User Produce Anerovsl Ptenu FL # Application Type Code Version Application Status Comments Archived Product er AvoHeatlan Search > A -1 he > Application Detail Product Manufacturer Address/Phone /Email Authorized Signature Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 miafevre @cws.cc Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email Category Subcategory Compliance Method 1900 SW 44th Avenue Custom Window Systems, Inc Ocala,'FL 34474 (352) 368-6922 Ext208 Ralph @cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Honda Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 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 FL9520 R2 COI 5101906 (Impact 3 In Mull Eval).odf Referenced Standard and Year (of Standdrd) tiandirsi AAMA 450 -06 ASTM E1300-02 ASTM E1886 -02 ASTM E1996 -02 2006 2002 2002- 2002 g3 12/13/2010 3:54 PM urida Building Code Online Equivalence of Product Standards Certified By Sections from the Code hit : / /www.floridabuilding.orgjpr /pr app dtl.aspx?param= wGEVX... PA TAS 201/202/203 1994 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/30/2009 05/04/2009 05/08/2009 06/09/2009 r FL # Model, Number or Name Description 9520.1 • 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 53 1/8" Horiz, span, Max. 63" Vertical Span. - Installation Instructions FL9520 R2 II CWS 150A (Impact 3 in Mulll.pdt FL9520 R2 II DuPont PVB NOA 05 -1208 02.ndf FL9520 R2 II Mtkron NOA 06 -1220 01.odf Verified By: Roberto.Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 5101908 (Impact 3 In Mull Eval).odf Created by Independent Third Party: Yes 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZI Yes Impact Resistant: Yes Design Pressure: +67.51 -67.5 Other: Large Missile Impact, Max. 74 1 /8" Horiz. span, Max. 76" Vertical Span. Installation instructions FL9520 R2 II CWS -146A (Impact 4 in Mull).odf FL9520 R2 II DuPont PVB NOA 05 -1208 02.odf FL952 R2 II Mtkron NOA 06-1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes - Evaluation Reports FL9520 R2 AE 5101948 (Impact 4 In Mull Evai).ndf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange appliotlons. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile. Impact, Max. 111 1/4" Horiz. span. Installation Instructions FL9520 R2 II CWS -192A ( Impact 5 in Mull).odf FL9520 R2 II DuPont PVB NOA 05 -1208 02.odf FL9520 R2 II DuPont SGP NOA 07- 1116- 04.pdf FL9520 R2 II Micron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510197B (Impact 5 In Mull Eval).pdf Created by Independent Third Party: Yes (Baal INext Cepar eat oft ofCommunfy AHatr . Florida Bulld47grC0de'aafoe Codes andSrandards 2555 Shuman! Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -84. 6 0 2000 -2010 The State of Florida. All rights reserved. Prlvacv Statement 1 .CORIttklitt_SSitteMent 1 fterislAtattAeitEtit 1 ph,g -M Software 1 r' .ctomer Sowlc" Survey I Contact U9 of 3 • 12/13/2010 3:54 PM rida Building Code Online http://www.floridabuildiUg.orepr/pr_app_dtaspx?param—wGEVX.. Product Approval Accaptsn LA 1= 0 Df 3 12/13/2010 3:54 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 336- 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL 34474 Product Line: 3° Mull Ber Report No.: 510100B Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance par Rule 98- 72.070 method 1(d). The product. listed herein complies with the Florida Building Code. Product description: Extruded aluminum mull bar'!" x 3" 8063 -T5, past number H -1573. Supporting Technical Documentation: 1. Approval document drawing numberCWS -150. Revision A, titled TWO Bar —PVC Mull Bar, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210- 34221•-1A, 2, -2A, -3, -3A, -4, -4A, NCTL 210- 3427 -1, -1A, -2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL. • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used. for testing and results: o AAMANNDMA/CSA 101/i.S„2/A440- 05,.AAMA•450 -06. ASTM El 886-02 and ASTM El 996-02, TAS201, TAS202 and TAS203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92' and 9.281bs at 80 ft/sec. o Design pressure:. t87.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test i67.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 • 3. Anchor calculation report No. 5101918. prepared, signed and sealed by Luis Roberto tomes P:E Limitations and Condltlons of use: • Maximum design pressure: #67.5psf • Maximum horizontal mullion span: 53 1/8" • Maximum vertical mullion span; 63° • For window unit sizes attached to mullions refer to installation drawing. • Units attached to mullion must have their own separate approval. • Units mulled vertically without transom may be mulled indefinitely-as long as maximum unit size is not exceeded. • This product Is rated to be used in.the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or individual window units. installation: Mullion must be installed in strict accordance with installation instructions document CWS -150, Revision A. Window units must be installed to substrate according to window manufacturer's installation instructions and/or approval documentation. Certification of independence: Please note that 1 don't have nor will acquire a flnandal interest In any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial in ilarirt ' 'ether .. entity Involved in the approval process of the (fisted product(s). t�`r�4, -,t ., . • . :4 , "F'. • � . :x �• ,. st .- • , 3116.8 • +,Y� 1 of 1 I4°' . • ..: ' •,"' 9A- ..• ' •ti. 831/8• MAIL MALL WIDTH Amy 53 1r MA1L OVERALL WIDTH 631/8" ANCF3H 'CLIP ANCHOR CUP ¢fl tantt VATS. OVERALLHOOHT 69' lWUT. OV59ALL HOW FOR PVC WIND121YS Salt MULL OAR 2iSTALLATION REQUIREMENTS: 1. THE PRODUCT SHOWN HEREIN 'S DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE. CURRENT EDITION, INCLUDING THE HVH . 2. CONFXREIATTCNB 13110WN: 1. HORCONTAL 2, VERTICAL 4. ALL MULLION EXTRUSIONS ARE 4063-TS ALUMINIM#. B WOOD FRAMING AND MASONRY OPENING TO SE DESI8NEDAND ANCHORED TO PROPERLY TRANITFER ALL LOADETO STRUCTURE. BUCK AND FR313330 LR RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. S. CONTRACTOR 23 RESPONSIBLE FOR M&IiTAiNWQSTAUOTURAL NTEGRRY OF WINDOW °PEALI G AND ALL WOOD PH A ING AROUND WINDOW. 7. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE COCA. LAWS. BUILDING CODES, ORDINANCES OR OTHER GAMEY REGILREMENTS RESTS ROLEY WWI THE ARCIETEC . ENGINEER OF Rte, BUILDING OWNER OR CONTRACTOR. &APPROVED IMPACT PROTECTIVE SYSTEM 09 NOT REQUIRED FOR THT3 PRODUCT IN AREAS WHERE WIND BONE DEBRIS PROTECTION IS REOUIRED B. REFERENCE TEST REPORTS: NCTL 2IDa34- 1.WCTL2103422 -1A, NCTL 21044224 NCTL 21D•34222A, NOM 2IO{14284. NCTL 21034223A, NOTL31034224 RCN. 210 4 NCTL 210$427 - -1. NOTL210- a427 -1A, NO'S!. ata3427 -2, NCTI.2103427 -211/4 NOTL 2103427 -3, NCTL 2103427.3A, NCTL 2103427.4, NCTL 21034274A 10. DESIGN PRESS AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE AWILLION. WINDOWS MUST BEAPPROVED UNDER SEPARATE APPROVAL. 11. SEE ##ILUON CHARTS FOR MAXIMUM DESIGN PRESSURE& LENGTH AND ANCHOR SCHEDULE. IBH! 3:T a 8 Sj 12. DESIDN PRESSuRS OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INNDNIDUAL WINDOW UNIT. 13. SINGLE MINAS TO BE MULLED ARE NOT METED TO THOSE SHOWN N THIS DRAWING. SWIM taws TO BE MULLED TOGETHER TRUST BE MANUFACTURED BY CUSTOM WINDOW BYSTEMB, INC ANO MUST BE MADE OUT OP VWLYLPDC. 1.L NORIDDNTAL MUUJON SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT VERTICAL MULLION 18 USED TO MUU. SIDE BY SIDE UNITS TOGETHER. • 18 VERTICAL. MULLED UNITS MAY BE MULLED PJDEFNRELYAS LONG A8 THE MGM UNIT WIDTH AND IIEISHTARENOT EXCEEDED. EXCEEDED. AND MULLIONC AREANOHOREDASSNOWN 11583 IN. )JPDATED PER NON FBC REQUIREMENT (071071 TAStE OFCONT@NTB ANCHOR ELEVATIONS —4 DESIGN PRESSURE EXTRUSIONS & MULL. BAR BEOTLON INSTALLATION DETA3 c °,7 44TH AVE. FLORIDA 34474 G111/55A1. NOTES a ELEVATiC53- r t tBAR W�Q mPA0PROTASMIDOOM4061155 + � •g'0 M nreINFORNIATION aQNr N3311111EIOWNINGIS NE SOLE PROPEaiVO E eow EYBTEYSOOANYREPRODIpIDN P3PANTOR MAME wwrrttr+P8 0NOFCUSOMWINWSYSTEMS.r6IS � .•4A�Y e'F�,. RE, NO moose ANCHOR LCAT1l11 tHRU FRAME & MULL. EAR (FLANGE) NGHOR L TIC u FliAME a MULL. DAR TIM NOTE 1.1.INSTALI.ONE ANCHOR AT EACH WAGGON ACCORDING TO THE SPACING SHOWN ABOVE, OR ACCORDING TO THE SPAS SHOWN PI THE APPROVED WINDOW UNIT INSTALLATION MISTRUCTION, WHICH EVER R1:OLAREB MORE ANCHORS. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3116' DIA 11W TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1114 MINIMUM Eu EDMENT INTO SUBSTRATE 8 011 WOOD CONSTRICTION ATTACH MULLON TO SUBSTRATE WITH 010 WOOD SCREW WrIFI A 810IWASHER OF SUFFICIENT 4ENGTH TO ACHIEVE A 1818" MINIMUM EIABEDNIENT INTO SUBSTRATE. 4. AT MULLION LOCATION, ATTACH WINDOW UNIT VFW MAIM USING pill x1 HEN WASHER HBADTEN SCREW (ITEM M2). LAU. INBTAUATION ANCHORS MUST B8 MACE CFA CORROSION RESISTANT MATERWL oil Comm. 8. FOR INSTALLATION OF WINDOW UNITE. SEETHE APPRoPRIATE APPROVED INSTALLATION INSTRUCTION. 7. INSTALLATION ANCHOR$ SHAU. SE IN ACCORDANCE WITH ANCHOR MANUFACTUREA8 INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W1TH811IU S: 1MS LESS THAN THE MINIMUM STRENGTH SPECIFIED SELO& • 8. INSTALLATION ANCHOR CAPACITLE6 FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WRH THE FCU.O WING P RTES: 4.�, ;7,4 ' • A. WOOD - PIHINOUM SPECIFIC GRAVITY OF G.0.42 4• It B CCNORETE MINIMA®A CCAAPAE851VE STRENGTH OF 3.200 PSI C. 'MASONRY - STRENGTH CONFORMANCE TO A81M C -so, GRADE NI TYPE 1(OR MATER) CHOR TlON THRU FAME Ni 14�L BAR int kjliPDMEO PER NEW FOCAELIU IT ]Nit/0I1108 tp0l IM**1000t113BRML THE IVFLOM TION CONTI Nt�ORBMi ®IES *MOW Svans06.010.Atif *WC*AS A *MTN PFAM60210FCLOTOM1gtl01* SYSTEM /NC. 000 SW 44TH AVE , FLORIDA 34474 • ANCHOR SCHEDULE a NOTES - 3°MUt18AN • 26 0 TM L RC • FL. P .1Y PIIQ'IAU44 BAR Ht`10/8008 OW13460 20P 7 3" HORIZONTAL IVIULLION H-1573 WITH 6-1522 cur; M'ACT (DES13N CAPIT,G44 P3F) ViDIV(W) (II1) UNIT H t'-' H1) (114) TRANSOM (H2) 171/2 231/2 211/2 291/2 311/2 35112 99172 411/2 431/2 471/2 531/8 231/2 265/8 167.5 ±675 ±875 157.5 537.r 167.5 *67.5 167.5 1er..5 15147.5 157.5 291/2 265/8 167.5 ±675 167.5 157.5 07.5 1675 157.5 167.5 157.5 167.5 WS 351/2 255/8 ±67.5 /67.5 167.5 167.5 i67.5 537.5 1675 167.5 167.5 ±67.5 ib.13 . 41 1/2 28 5/8 ±87.5 ±67.5 /67.5 167.5 157.5 167.5 ±87.5 167.5 ±87.5 '417.5 167.5 471/2 2135,13 197.5 11375 167.5 157.5 1-67.5 167. 1137.5 07.5 ±85 *17.5 1107.9 • L 631/2 2656 167.5 ±67.5 ±67.5 1137.5 ±87.5 1675 ±67.5 OM 157.5 157.5 1675 591/2 265/8 167.5 ±67 5 07.5 1:67.5 187.6 157.5 537.5 167.5 157.5 157.5 367.5 65 1/2 26 5/8 ±67.5 167.5 167.5 157.5 167.5 167.5 167.5 537.5 167.5 /67.5 157.5 711/2 28518 1137.5 157.5 167.5 167.5 167.5 167.5 537.5 167.5 167.5 167.5 1675 72 28 543 187.5 ±67.5 167.6 167.5 167.5 5375 587.5 167.5 /674 157 167.5 r VERTICAL KUM H.1573 wmi s-1522 ar, wcr (DesoN PREjSURE CA RAM( mot Pan SOLE i a i AWZIErC) (14) 1AN5TFE3H7/1•0 F 171/2 231/2 271/2 291/2 311/2 L 651/2 391/2 411/2 431/2 47 112 531/8 231/2 167.5 537.5 157.5 ±67.5 /57.5 ; ±6.5 ten 167.5 .. .. 29 1/2 - 35 la 1101111EfillifilEM :3677-5-5 114111EffillaggEffillEalliail 41 167.5 157.5 157.5 167 167.5 :5 les 1875 167.5 157.5 367.5 4 1/2 167.5 ±67.5 1137.5 537.5 5375 167.5 5175 ±87.5 167.5 157.5 157.5 537.5 /137.5 167.5 167.5 ±67.5 5375 1615 167.5 167.5 167.5 591/2 517.5 167.5 1675 167.5 0575 1675 1674 557.5 157.5 110.5 537.5 167.5 167.5 537.5 07.5 537.5 *67.5 1675 537.5 187.5 /67.5 167.5 . • , . - • . . • . • • . A PRATED PER14EW RIC ReounsmENT 107/07/08 . A.O '4''' 4 • •..- 4 rammaivamoomornava. me r THII WIPORMATIONCINTINE0161THISOMMI la THESCLE WINDOW &MEW MANY REPRODUCION IN PARTOR ASA WHOLE vsnOR WRITTEN PRAMS= Cf0.61186WWWW SYSTEMS.11e.laPPOISITEEL, . 1 .., ,. / 444 "2 / - e - , 4 • • ?,' -.- AVE. . . . 3U 4E4R 9 4 l• 0 UM ,.• . " *. • ` " - I. pT, . n iiM7 T,MIMI iiiiilliMil " St*1 k ROSERTOMEAS - , . , - -.. %FL pa likiiii _ _ . , .. . A. 3 OF 7 .ITBA NO. PART NO. e- DESCRIPTION 1 H-1573 MULL, 1 3/8' x PVC SPECFIC 2 3 P-3767 #10 x 1" HEXWASHER HEAD TEK #10 x 1 1/2'. PANHEAD PHILIPS ZINC 4 #1O FLAT WASHER a S-1522 RETRO FIT MULLANCHOR CLIP CAULK 9 S-1572 DRIP ADAPTER 10 . 11 S-1571 . FLANGE ADAPTER 8.6018 MULLION INTERIOR COVER 13 P-3485 MULL BAR CAP 4 Mr --213hr-1 3" MULLBAR H-1573 ALUMINUM 6063-T6 gar DRIP ADAPTER S-1572 ALUMINUM 6063-T8 2 Mir ALUMINUM 6063-T6 (FIN) _Fur RETRO CLIP(3') S-1522 ALUMINUM 6063-T6 (FLANGE) FLANGE S-1571 ALUMINUM 6063-T6 MULLION IWTERIOR DOVER-6018 PVC ea. ".. .e. ... 10$10411100 ANDOWNSITIAL s .... TOWN SWIM, INS. MN ASPRODLUMM NI PARTOP ASA WSOLE neiromanotsmcwwwwn w uss wawa WIIVEWLEPROPERTYOF worm pormwwwop carom mom ovals, gw. $FT . .. • ••••',"( ' • • . ive.**0 ';■*"\ 1.1` 1Y • 2j. 00 DRAB BETWEEN DUCK AND OPENBIABYOTHERS BYOOTTHER � ` • . tyy EXTERIORRNIBM BY PERIMETER CAULK BY INSTALLER VERTICAL ALL MR VERTICAL MULt. BAR BY INsTALLER EXTERIOR MEM BY OTFERS v• • UPC (MIN EDGE OIST) • • 0 :ia!•♦ • iu .••i. `a • i• • i. v t 8 N. D DY t BY WOOD BUCK BY OTHERS INSfALLATCNANOFXR, MS DUL MASONRY ANCHOR WITH WASNER @ I RETRO FIT MILL BAR CLIP I acid 11 FT/ RETRO FIT MULL BARCLIP nit VAIN. IPIRIEMPOO) alNelneFINEM 111P9 BILL STOOL wmt MOWERS FTme NOTE) Mgr:AU I WIDOW BIM BY °DERR • • INSTALLATION ANCHOR. Stir am. MASONRY ANCHOR. (MIN Ewe can :y• — .16.4%• MASONRY BYOB' 8 s 00 CAULK AM) OPENING BY80Ti ,+ ECIERIORFINION • s•'1* • 4 r ► r i•'¢• ♦• 'is •• I. •P'•••is♦• i 1•T•;i ,.. ...�f •• EDGE • LOX DEN. EMSDEOMENT) eYa 00 =PkMULL ELI-SECTION CLIP MASONRY) WIN EDGE DIET) Of OTHERS 4 1 BY WOOD BACK SY OTHISIO . . INSTALIATIOPAM var CIA. MO M& ANCHOR. 1 WMWASHER POO {M•►lull•1••.•. •w �•r�� 141( 1� HORIZONTAL PAULL BAR BYIIST ICAL0.)t HYINSTALLER lE1Alttu..u�eas}. �/RffTRO1iT.GLIP(MASONRYI REMOWV MULL OAR CUP CROIX Nan OUTSIDE EXPOSED L373E DINERS PERIMETER CAUTX BY Et:STALLS!) WENCH FINISH BY EP/OTHERS 11111111114 IMP Om INSTALLATION ANCHOR, CIO WOOO ANOHOPi WITH WARNER( INTERIOR RIESI i SYOTHEAB CAULK BO/ WIEN .•a, HYMENS ranialia.1 A * • •i• reams HORIZONTAL IMXL OAR DAUM AWNS EXPOSIS) ROSE PERIMETER CJAULK BY INSTALLER eYon s BY BY ▪ OTHERS Ls ro zLI +LLL•+��T+on! owTt:Tw{wa 3o6' out MASONRY AROMA. WL11iv,UASHEA (4X) p•i - :• b • k 4 e 1•• • b • • 1 8•P • • • bAb .i•. •• JP NOTE: i. SILL STOOL MUST swam UP AGAPIST INSIDE Qf NULLED meows AFTER IIiTALLATTON. 2. RECESS Rem Va 1pNCWPIle'KORCIEARAIZEOF WINDOW MET WHEN INSTALLED. d 3. FOUR (4) SCREWS REQUIRED PER ILLUO Q - = t FOR Grtsf! REK aTosa coNfAtIHt PRR{QfNNAlCCdaTNEA M T g. MOON 6YSTON,WO.AINAEPft000C'DOfI NPAMau AS 00 OKEMBEDMENT) /Lint%iIATE ( TALL �J�t�tOf3TiSSP r LUC Air 'UPDATED PER NEW FRC REQUIREMENT j owo71p8 SW SW 44TH AVE. FLORIDA 39474 4 - O r • A RETRO RT CUP MASONRY,NSTALLATIO N DETAILS • 3441/LL BAR .16_+16 : III 60F7 SOY WOOD WOK BY OTHERS SHEATHING avarKeRs ESSE EMSEDMEND A, MI■111■1•111 =It E4STALLAVONANOROR, CO WOW ANCHR, WITH WASHER KG 1101MMIP.M11111MMINK EXTERICR BYGTHERS 7 • 1 1.44k 1111111111111111IM MISMIRMI "11111 GAULK WINO FIN BY DISTAIIER WINDOW WRAP BY OTHERS PERMETEREALILs SY INSTALUDI ©w�� RETRO FYI* MOLL OAR OUP SAMMONS OUTSIDE EXPOSED EDGE • .4.• PROPRIEEM ARDOONIODIRAL THE INFORMATIN =MED OMR MARINO IS INE OMR PROPERTVIVORAIN MOW sTSTEISE.M. ANY REPRODUCTION N PART OR /413 A MOLE MeV RS %TOTTEN PERYSEDI cr cumuli WIKON8YSTiass, PC.P1flED. NOTE: 1. RECESS RETRO If ULL1014 CUP I/4' efin CLEARANCE OP WINDOW VNIT WHEN INSTALLED. 2. FOUR UNNOHOR SCREWS REQUIRED PER MULLION FOR 34STAILA (10- 7:50 ; P it Ear V' "r I L. ROBERTO • FL P.E.Na 1 10.. P • . - A *Alp;• lueDATED I, 6% NEW FRO REMERMENT I�lM7dQ3 44TH AVE. A 34474 CUPfRBO Fir moo tosTALLATiviceries- 3, tail. MIMS lioaciAMMIE 'Nair= AMMON ' 70F7 rida Building Code Online http : / /www.floridabuilding.org/pr /pr app dtl.aspx?paraGEVX... SCIS Home 1 Log In 1 User Registration l Hot TopInS Subma Surcharge / Stets & Facts 1 Publications FBC Staff 1 BCIS Ste Map i links 1 Product Approval USER: Public User Product Aooroval Menu > Product or AnnJkation Search > ,A of n list > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email Authorized Signature miafevre @cws.cc - Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre @cws.cc Michael LaFevre Technical Representative Michael LaFevre ## Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLarevre @cws.cc Quality Assurance Representative Ralph Emmtnger ## Address /Phone /Email Category Subcategory Compliance Method 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph@cws.cc Evaiva on Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE x Validation Checklist - Hardcopy Received Certificate of Independence pL5823 R4 COI 510484A fEval Reo SH -8100 Imoactl.odf Referenced Standard and Year. (off Standard) Standard Tear AAMA /101/I.S.2 -97 1997 AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 A-3 10/25/2010 8:32 AM rida Building Code Online hup://www.floridabuilding.orWpr/pr_app_dthaspx?param=wGEN/X.. :fR PAJTAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/19/2008 01/05/2009 01/09/2009 02/03/2009 FL # Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile, 36x62 DP= +/- 75 psf. installation Instructions FL5823 R4 II CWS-155A (SH -8100 Impactl,a4lf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL5823 R4 n Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Imoact).pdf Created by Independent Third Party: Yes 5823.2 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) Limits of U Approve or use In HVHZ: Yes for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 53x76, DP +/- 67.5 psf. installation Instructions FL5823 R4 II CWS -155A (SH-8100 Impadt).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL5823 R4 II Mikron NOA 06 -1220 01.cdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact).odf Created by Independent `third Party: Yes 5823.3 5H -8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Limits of Use Approved for use in HVHZ: Yes • Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +100 / -100 Other: Large Missile, 52' x 72 ", +/- 100 psf. Installation Instructions FL5823 R4 n CWS -369 (51-1-8100 Impact 52x72 100 DP).odf FL5823 R4 II DuPont GP NOA 07- 1116- 04.odf FL5823 R4 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH -8100 Impact 100 DP).odf Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +.67:5/-67.5 • -- . - . - -• • • . Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf. installation instructions FL5823 R4 II CWS -295 (SH -8100 Impact 52x96).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL5$23 R4 n DuPont SOP NDA 07- 1116- 04.odf FL5823 R4 II Mikron • NOA- - Q6.1220 -01.Ddf -•- Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x96LDdf Created by Independent Third Party: Yes 10/25/2010 8:32 AM Tida Building Code Online if3 littp://www.floridabuilding.org/pr/pr_app_dlaspx?paranrwGEVX.. *al Department of Commtmky Affairs Florida &Dam Code Online Codas and Standards 2555 Shemard Oak Boulevard Tallahassee, Floras 32399-2100 (850) 487 -1824, Fax (850) 414 -8436 ® 2000.2010 The State of Florida. Ai! rights reserved. EllitaCy_Stateadalt 1 Cooyrlght Statamant E ArcncePoffity Ctatamaat I pfug -fn Snftw rn $Uetomer Rervke_Survay 1 contact Us Product Approval Accepts: 10/25 /2010 8.,32 AM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510484A 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL 34474 Product Line: 8100 PVC Single Hung — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Single Hung window, impact resistant made bfwhite rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -155 Revision A, sheet 1 of 8, titled PVC Single Hung, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3168 -2, signed by Gerard J. Ferrara P.E. . National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t75.0psf design pressure, 10.13 psf water infiltration TAS 203-94 - Cyclic Pressure Loading *75,0psf design pressure b) Report No.: NCTL 210-3168-2A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18861E 1998 Large Missile Impact Test, Level 0, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, ±75.0 psf design pressure ' c) Report No.; NCTL 210- 3168 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation TAS 201 -94 Large Missile impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5psf design pressure, 10.13psf water infiltration TAS 203-94 Cyclic Pressure Loading 167.5 psf design pressure 4) Report No.: NCTL 210 - 3168 -3B, signed by Gerard .1. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation ANSI/AAMA/NW NDA 10111.5.2 -97 Design pressure: 167.5psf Water penetration resistance 10.13psf ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±67.5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L. Roberto Lomas P.E. 1 oft .., ,5 , t t i / ti R 04 , . Eq �` ..v.. ,c.4„,..s j . y ". t. 1 • * ? - = r TAT OF :LuM 1 • • pA A!•' ;eta a -1 f�firl�iVO4 - ^ °. ^ zy; ♦ a .i: s Y r.s .� __ - mo r • • ... a • •!• • Luis R. Lomas, A.E. FL No.: 62514 07/16/2008 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 270t2 336 - 945.9695 Limitations and Conditions of use: Engineering Evaluation Report Report No.: 610484A Unit size Max. D.L.D. Design Pressure Ratin Impact Rating Up to 37" x 63" 31 9/16" x 27' ± 75.0 psf Large end Small Missile Impact Up to 53118" x 76" 47 11116" x 3311/16" t 67.5 psf Large and Small Missile Impact • Units must be glazed with °J•" IGU consisting of: outboard lite 1/8" Ann — Air 6" laminated inboard lite consisting of 1/8° Ann — .090° Dupont Butacite PVB interlayer— 1/8" Ann per AS • Dupont Butactie PVB interlayer per N.O.A. 05- 1208.02 • This product is rated to be used In the HVHZ. • This product is impact resistant and does not require impact protection In wind borne debris regions. • Frame material to be white rigid PVC per'N.O.A. 06- 1220.01. installation: • Units must be Mailed in accordance with approval document, CWS -155 Revision A. Certification of independence: Please note that I don't have nor will acquire a financial interest In any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved In the approval process of the listed product(s). 2 of 2 fJ "*' • ° •-• • Luis R. Lomas. P.E. FL No.: 62514 07/18/2008 53 151" MAX FLANGE WID H 51 718° MAX. 1.*ST WIDTH 4? 11118' GLASS DLO SINGLE HUNG ELEVATION (IMPACT), (SHOWN W! OIF"FERENT OPTIONS) 63 y2' MAX MLIZ GLASS A KINGS DLO 11F-0234r W 114'. MAX 631 /3" MAX OVERALL FLANGE WIDTH 51 UP MAX. UNIT WIDTH 47I1!18" GLASS DLO 3311116' GLASS DLO Urn HEIGHT 36 Br NULX SASH HEIGHT PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HERE1N IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENTEDiTION 2. LNG OPTIONS: (SEE SHEET 3) 3. CONFIGURATION& 13 4. DESIGN PRESSURE RATIN& (SEE TABLES-SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1360_ - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATTON TEST PRESSURE AND (H ASS TABLES ASTM E 1300. 3I S. ANCHORAGE: THE 331/394 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE DLO SHEETS 6.8 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND 273!18' JAMB. GLASS DLO 8. REFERENCE TEST REPORT& NCTL- 21Q3168 -2 , NCTL- 2163168.2A, NCTL 210.3188 3 , NCTL 210-3166-30 GLASS DLO 5 HI SASH ORIEL 63 TAB' MAX OVERALL FLANGE W53TN 51 751' MALL UNIT WIDTH 9. SERIES! MODEL DESIGNATION 5168100. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE. BUCK AND FRAMS/G IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOL.LOWI*3 X. OPERABLE SASH 0 = FIXED SASH 12 SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SESEAR LOCATION. 3r MAX OVERALL FLANGE WIDTH 35 3V4' MAX UNIT WIDTH 31 Mir GLASS DLO 4711716' GLASS DLO j 83" } MAX FLANGE HE3CHT 52 MAX UNIT o DLO � HE8NT E 621 8" o HEIGHT DLO 8 13!4' 610(1 0311/16 OVERALL OVERALL OVERALL MVE' MAX WIT t1Atl7' HEIGHT I MOW 24 5115" MAX GLASS SASH HEIGHT DLO 24818' MAX. SASH HE GHT 21318' GtASB DLO AMC GUESS DLO $ 40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...-1 ANCHOR SCHEDULE & DP CHARTS & GLA7JNG¢DETAIL_..._3 SECTION VIEWS. ._. ._ ......4 EXTRUSIONS & INSTALLATION DETAIL/. ..._..5 8 45 1718` GLASS 0.O 4HISASHORIEL MAX. HEIGHT ac" MAX SASH HEIGHT 2H. GLASS DLO 273!16" GLASS DLO GLASS DLO EQUAL SPLIT H' . MAX lT BEE: NOTE 2 —t MAX O.C. (IYP) 16' MAXO.O. ANCHOR LAYOUT - (R.AN[#EI FRMO aCW fdM811P.) PCs®di) ISP ,EOIPIC FOR 7SDP.) ANCHOR YOLA UT -(RN - TM/ AAI ) W3 EC)F/C FOR MOP.) INSTALLATION ANCHORSTYP. INSTALLATION ANCHORSTYP. THRII Mauro LAYOUT= IB•EC${CFOR 67.5Q.•a NOTES: 1. INSTALL 0145 ANCHOR AT EACH INSTALLATION LOCATION. 2. SIAM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MARX ALLOWABLE SHIM STACK TO BE 114 USE SHBaS WHERE SPACE GREATER THAN 1116' M PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY ELASTIC OR BETTER. WOOD SHINS ARE NOT ALLOWED. 3116° OI1 ELCO TAP C SONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114' INTO MASONRY Y WOOD BUCK INTO MASONRY. A MINIMUM IMUM EDGE DISTANCE OF 2 lir SHALL BE ACHIEVED. 5.410 WOOD SCREW ANCHORS MUST BE OF SUFRCIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13tH' INTO2 BY WOOD BUCK S. #E WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN EMBEDMENT OF 1 1t2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. S, ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERW.OR COATING. O. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH SiRENGThLS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIE : S -MINIMUM sFaarto GRAVITY OF 5.0.42 B. DRETE • MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI . c - Q .• C. MASONRY - STRENGTH CONFORMANCE TO A$TM 5-90. GRADE N. TYPE 1 (OR GREATER). . " v C3 + PROPEETARNt!F ENTI 0 • THEWPORATION COITAINE0 NT196tRiMM B THE EXILE PROPFAlti L. RONERTO LOM E e WAOWSY81EMS.MC. ANY REPROOOTIONtgPARoR AsawHoE • FL, tit-N0.62514 WRITiENPEWASOON OFCt0TOMWINOON bYetEMQ INCA PROF®7:gt MOD(A-ARS(259IN' - WINDOW 5565 15808719* WIDTH W1 GLASS 7775 9112 21112 31112 351/2 39112 41 112 43112 47111 61112 53112 861/2 5'91/2 83113 55112 57112 71112 74314 23112 271/2 A.5 AB +761;76 +751.75 +751 -75 +761 -75 +751 -75 +751 -75 + 751 -78 +75/ -75 +751 -75 +75/ -75 +75/-75 +751 -75 +75/ -75 +751 -75 +751 -75 +75 /- 75 • 761- 78 +75/ -76 +75/-75 +781 -75 +76/ -75 +751 -75 +67.51 -67.5 +751-75 +751 - 75 +87.51 -673 +87.5/ -87.5 +8751 -87.5 +575/ -87.5 +875 /- 574 +67.5/ -675 +67,6/ -87,6 +8731 -87.5 +87.5 / -67.5 28112 AB +751 -75 + 751 -76 +751 -76 31112 A,B +751 =75 +751 -75 +75/ -75 +75 / -75 + N/- 75 +75/ -75 +75/ -75 +75/ -75 +75/-75 +76/ -75 +751 -75 • 75/ -75 +761 -75 +67.5/ -875 +875/ -67.5 +87.51.87.5 +57,5, -87.5 +67.51 -875 +75/ -75 +751-75 +75,- 75 +751 -75 +751 -75 +76 / -75 +751 -75 +751 -75 +6751 -67.5 +87.5( -67.5 +67.5 / -575 +57.51 -675 +575 / -87.6 35112 A,B +75/ -75 +75/ -75 +75/ -75 +75/- 75 +75/ -76 +761-75 +75/-75 +751 -75 +751 -75 +75! -75 +751 -75 +75/ -75 +67.61 -673 +57.5!- 67:5. +679 /- 67.8 +87.51 -07.5 +675 /- 575 39412, 411/7 A, B A. B +8751.67.5 +67.51 -67.5 +6751.87.5 +675/ - 67.5 +6791 -87.5 +8751 -675 +87.51 -675 +67.51 -875 +67.5/ -878 +67.51 -875 +6731.873 +675 /•875 +8751.673 +67.5 1.675 +875/ -67.5 +675, -67.6 +87.51 -87.5 +67,51 -875 +6751-675 +8751.87.5 +67,5/ -67.5 +57.5/ -57.5 +57.5/ -67.5 +6751 -67.5 +67.51 -873 +57.51 -875 +87.51.87.5 +57.6/ -87.5 +67.51 -875 +8751- 87.5 +6751 -875 +6751 -875 +675/ -873 +675 /- 575 43112 A, 8 +67S1 -67.6 +87.51.57.5 +6731 -87.5 +673/ -67.6 +67,61 -87.5 +6711 -575 +6751 - 37.5 +67.51 -87.5 +6731 -875 +8751 -67.5 .457.5/-67.5 +57.51 -67.5 +875/ -87.5 +6751 -87.5 +875 /- 87.8 +6711 -676 +6751 -675 4712 A, 8 187.5 / -87.5 +67.51.87.5 +875)- 67.5 +87.6/•87.5 +875 / -875 +OS/ -675 +6751.873 +8751 -875 +6751 -67.5 +8751 -67.5 +87.6/ -67.5 +57.5/ -675 +8751 -67.5 +875/ -675 +67.51- 87.5 +673/ -613 +67.5/ -5773 51113 A, 8 +87.51 -875 +67.51- 67.5 +075/ -67.5 +6751 -675 +87.5I• 67.5 +67,51.87.5 +5751.87.6 +87.51- 87.5 +6731 -675 +671 / -67.5 +67.51 -675 +87.51 -675 +6751.87.6 +6751 -675 +675 1 - 57.5 +87.51 -675 +87.51- 57.5 C01II1100I Y dew (TIP to TM MEOW BM MTH 19* BLASS WE 26 , 36318 69518 58 83 72 76 15115 A.B +756•75 +751.75 +75/ -75 +151 -75 +751 -75 +6751 -575 +67.51 -675 9112 AB +751"75 +751 -75 +757 -75 +75/ -76 1751 -75 +67.51 -575 +87.51 -675 +751 -75 +75/ -75 • +751 -76 +751 -75 +67.51 -675 +67.51 -67.5 63115 A. D +97.51675 +67.51 -67 +8751 - 674 67.51 -67.5 +87.51 -67.5 +6751 -675 +67.5/-67.5 914' OVERALL 1/8- ANNEALED GLASS 615° AI8SPACE 518° LAMINATED 1/5' ANNEALED GLASS 3182 DUPONT PUBWE/SAYER 1/8' ANNEALED GLASS 314° OVERALL 41B° TEMPERED GUBS 5/18 A21 SPACE 518- LAMINATED 118° ANNEALED GLASS 33r DUPONT 1B "ANMEALEDGLAS8 NOTE: 1.F 817E INTENDED IS NOT SHDWN,USE NE1T'I LARGER GLASS TYPE THE 6> T1QNCON7AI NEPF1EP 1144DRAMININS THE SOLE V,IA+D WSY97EM9. EC. AMYSINFARaDR AS WF/Tratme ssioNOFCUSTOM YNlOgawsYIDThl9.1NC.19 S e is • • A I UPDATED PER NEW FBC REQUIREMENTS 1 07107108 r�r is ♦ LWi711RL . SW 44TH AVE. ALA, FLORIDA 34474 470 rnre,a P eG+?+?G ee. n.. L FL 17N74 ND. 82514 : - 9- P . 8 LAZI G 7/7=8 I•i� CWS -155 3 OF 8 OVERALL FLANGE HEIGHT 11 MI 0 0 O �• _IlITj�IC�j� z 0 O /f Il!!r`'— _J I fw _. 1s% . : c1 !All . . © stir: 1141 , C.-2 t! �! �Er .~ 7 '4) Ij Isar HER3HT GLASS TYPE SEE SHEETS I Ii TYPICAL VERTICAL SECTION Mr ii. AE:."-■ go": 0 I -_ uNrrWIDTH rn OVERALL FLANGE Imam TYPICAL HORIZONTAL SECTTON TE: I3Fr site BHDNB FO®curAwAY, iHW T ME MONK BASHG r AWAY IMPACT HOOKS APPLIES WHEN UNIT WINDOW SIZE EXCEEDS 3T WIDE AND/OR 63" HIGH. OTE: ITEMS USED BUT E-20,23.25,26.31,37.44,48.47,49-52,55,83.64.67,6k y a PROPNETARYAND conoonvu. 'mE numrmanoN=MANEDIN TMBDRAW333 fOp ISTESOLEaaWOaRmY gNWSYSTRTN. INc,gM' REPROSERC RIPARTOR ASA rr, WRITTEN PERESSON OF CUSTC61 MASAN SYSTEMS INC. *PROMOTES: DETAIL A IMPACT HOOK SPACING: 1) SILL HOOKS: Aj 6` FROM UNITEDGE TO EDGE OF HOOK. B}A THIRD HOOK IS CENTERED IF LRaT WIDTH 18 GREATER THAN ST. 2) SASH CATCH: A] 2-1/T FROM SASH CORNER TO EDGE OF CATCH. Bj A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH 1 5GREATER THAN 37`. SASH AND FRAME HOOTS ARE TO AUOd4 WITHIN A I UPDATED PER NEW FBC REQUIREMENTS 1 07107108 ti. f, 1`RO.. CbI1'il:y c - • FLP62514.-0 • 900 SW 44111 AVE. yALA, FLORIDA 34474 SECTION VIEWS 8 ALT. FRAME - IMPACT 7/7r2O08 C 165 4OF5 ram Par#9 1 1,44031 s 148031 3 148031 4 146031 9 149001 5 8.1469 9 118027 9 F11457 10 118034 11 6.1418 1! 114064 13 &1488 14 84014 36 148014 16 84016 17 &4014 IN 84013 19 68014 20 947120 11 8.1574 22 8.1555 ss 8.1504 34 35 P8969 24 P3846 27 P3743 22 P4754 39 P4215 31 114393 32 P342a 37 P2745 38 P3798 P4051W 40 P4748W 42 P3559 43 P4559 44 P3342 ii P3782 P4439 47 P.3430 49 P4382 49 P3713 41 P3831 32 P3613 u 54 DeaQiPtla l9ob R'., 611 wing.. WC. Head aiaf67t., Eft NOV, PVC. 81 lob R.,e14, rl#tj,I91c L .fb. }Alix Fr.. Bit r/119., WC. 0..s. Meal. R4 Fxd. Rexe, Fx0. UR 89611 31663. Rd, RID RO147 end Vest Rai h notices Roil hMC 8.8.11.16.13X h 1:615 Iapt6ot Rail 31.6.613.136 Gk. Bel„ 3f4.Fxa., liwis. 8d 314'Fxd, Vest. 82. ed. 314.6a5h.131r14. 66.88.314'$aIh. Vert Sent Attlpt,rllW,WC 89x2. 561. AAfpt. FNC, Vat Hash Glop , FBet, PYC, Val. Fr. Calon. PMC. 3131.361170(.b) Web C6163, RIC, 6363 Aram Cap 139Mrcer 8axh Pm PJC Taps Cµ1 Loch, 31176& W0 Kee11e1. imed. we Wasp Qaearwi Flap Read. Para. F14R. 5219., 0.2782 .107 I16SSal e341y x 2000I%194869 106828 RI F148518 Sax 1250111F11 UN. Mi. 96 x 0425 Quad MIK Vat. air RMTH(2 99x3.4f'RI19 eEK2 Sean Sealer, SM-3501 1 I Rhg. tPd' Me Rat MA 134331. '11 Mild, 11anad 1r Sat. 6k. 85 Ma.. Wet Mr K 2" L9. 844700 0241 Cent UDet 1981CTab. bend Teap wary La ("MIA 412114 Mat Glom 'Sash 73 as 63 64 69 66 67 69 Pa231 .(6ce etll 3) P3215 1:Ofaen Rmae. Ph& P4218 Strata Rama, Vst. P3321 Setaeil From Comm Key P3551 60988 07311. 18 4 16 Rb4001453 P3224 serca0 spina. .169 011., Bk Sanwa P61 Tab &.Yawl Spars 86 Rah w+t1n. PM0 cembl Wad P339 P2099 PVC FRAME FIN -6026 3.128 1.160 PVC SASH BTM. RAIL -6028 INC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL-6004 2.709 PVC FRAME FLANGE-6031 FR. HOOK IMPACT (SH SILL) ALUMINUM 6083 -T6 NOTES: ITEMS 33-38, 4 , 60, 58.61 ARE NOT USED ON THIS PRODUCT. REINF. FIXED MTG. RAIL-1499 ALUM 6063 T-6 PVC FIXED MTG. RAIL -6001 217 REINF. SASH MTG. RAIL -1497 REINF. S.S.R./S.S.R. -1498. ALUM 6063 T-8 ALUM 6063 T-6 1 2112" ---.1 L 1/16• ANCHOR CLIP, 1504 ALUMINUM 6063 -T6 86698 Supped Re WC PLAN VIEW OF ANCHOR CUP 1 PVC SCREEN SUPPORT - 6014 0 114' PM:PRIEM' AND G04RDER1Rt Tlg 6QFDNW111oN1xMrAn40IN TIN DRAWING 18111E 4015 PRCFER71G�a W6NDIXN MMDTF I INC. ANY #E R000OI1ON W PART 09 A9 A MMDeE 1131 w8I7TS4P98.98810N DF CUeroM WINNOW OMENS. 051.18 PRO11911181. -- 1.387 PVC SASH STOP -6029 FRAME t7R 9981621UC1'ION PVC GLAZING BEAD -6016 PVC SCREEN CATCH - 6013 513. 41.."d. v4' �fiRr SASH CATCH IMPACT ALUMINUM 6063 -T6 • e A I UPDATED PER NEW FBC REQUIREMENTS j 07107108 SW 44711 AVE. FLORIDA 34474 3 S IOhlS i 8.0 6 - IMPACT 61.6;8.- �� , SINGLE E . _r, ;• r .7171 6 CALA x11 Fl P.y-110.42514 cloys -to '50F8 MAX BETWEfNBUCK 211E AND OPENING BY OTHERS out ,1/4• (Mat.ateemerr1 CONCRETEIMA8O BY OTHERS LUZ WIN. EDGE DIST.) MN. BASEMENT) i 4 • •v • ° INSTALLATION ANCHOR, 310 WOOD SOREW • . .• A • �• CAULK BETWEEN BUCK AND OPENING BY OTHERS • • •p • �$,P. • MORRIOR FINISH DY OTHERS PERIMETER CAIAK BY P1STALLER (INN EMBEDMENI) —1N° MAX EWM (SEE NOTE 2 LL 3 ON BHT. 2) 1 BY WOOD BLICK BY OTHERS CAS • • • 6 • A • a • • A �6 .6 4 A, • • Aar 2 BY BUCK BV OTHERS 6 6 WINDOW FRAME HEAD ANCHOR WINDOW FRAPAE JAMB PERIMETER CAUIX BYINSTALLER PERIMETER CAULK BY INSTALLER INSTALLATIMI YANtHOR, 3118' DIAL ANCHOR. 147RIZONTAI. SECTION lal CLIP (IAASONRY) CAULK BOWER,/ BUCK AND OPENING BY OTHERS WINDOW FRAME ■ 8B1 ! �, ` �� _i I.! INSTALLATION ANCHOR. 3/W PIA. MASONRY ANCHOR. AA' EXTERIOR FINCH HORiZOHTAI SECTION BY OTHERS CUP (WOOD) kal ANCHOR CLIP PERIMETERCAUIK BY INSTALLER EXTERIOR FINISH BY OTHERS �14' MAX.BHIM (SEENOTE2a2 ON EHT.2) WINDOW FRAME SILL PERIMETER OAULK BY INSTALLER INSTALLATION ANCHOR. NW MA MASONRY ANA ANCHOR CUP T$4' 1MN(BHm (SEE � X 213 EXTERIOR FINISH BY OTHERS (MBA EMBEI IENT) •• r:• • A. . ♦�♦ -� •.. as , -.•a• a• ! •► a. =a"6.•4•4;i0. P as• • •aP• P • •a • a at •a ♦,% „ CONCRETE/MASONRY BY OTHERS ((MIN. EDGE DIET.) CONCR17E/MASONRY BY OTHERS 7 Y WOOD BUCK 8Y Y OTHERS (IG"‘ALTBMNATE PRECAST SILL DETAIL 10UP (RM80NRY) 1 U4' UIN. EMBEDMENT) SW 44114 AVE. FLORIDA 34474 CONCRETE/MASONRY BY OTHERS 2.11 (IE N. EDGE DIST.) ® VERI1CALSECTION oUP {MASONRY) • CWS •155 (MIN EDGE DIST.) BY OTHERS CAULK BETWEEN 8LiP 1( AND OPENING BY OTHERS BYE R anima PERIMETER CAULK BY IW1TALLER • • • P• • P• • •• • P• DRYWALL BY OTHERS • • • ••• P • •P• P. • •. WINDOW FRAME. HEAD wow, la (118x. EMBEDMENT) ORYWAU. BY OTHERS OONCRETE/MASONRY BY DTHERS INSTALLATION ANCH OR 8+18• MA. MASONRYSCREWWNEOPRENE BACKED WASMERTHRU 80REW SUPPORT 1 BY WOOD BUCK BY OTHERS 1BY WOOD BUCK HY OTHERS 7f 114 MAX SHIM (SEE NOTE 28SON BHT. 2) 114• MAX SHIM pas NOTE 38 3 ON SHY. RI CAULK UNDER SCREW HEAD BY INSTALLER Litt (MIN. EMBEDMENT) 4 DRYWALL .4 • .-%% ,.•z.s.. pm USE 1 404. (MM EDGE DIBT.) 4:..a -LW' MAX SHIM (SEE NOTE ,233ONEH .2) CAULK UNDER SCREW IMED BY INSTALLERS INSTALLATION ANCHOR. NW WA. MASONRY SOREIN KNEOPRENE SACKED WASHER TWiU SCREW SUPPORT WIN Do1'i:FRAME SILL GAMIC S W HEAD BY INSTALLEL PERIMETER CMJUC BY INSTALLER EXTERIOR FINISH BY OTHERS !same / AA At P•tP . •P•• P. �a Ol. • ' ".• •. • • '• g. D CONCNETEIMASONRY BY OD-ERS CAULK BETWEEN BUCK ANS °POING BY OTHERS INSTALLATION ANCHOR, 3H8"DIA. MASONRY SCREW atiMEOPREN£ BAOKEPWABHERTNRUSCREW S,PPoRT (HIGH STRENGTH STRUCTURAL GROUT ST OTHER VERTICAL SECTION FRAME (MASONRY) 114• MAX SHIM (SEE NOTE 283 ON BHT.2) SILL STOOL By OTHERS • • � A► •►•• ►• 2 BY WOOD BUCK • • • BY OTHERS ••• • • • WO INEEILLATION ORPRENE : aBACKEO WASHER THRURCREW SUPPORT ••A PERIMETER CAULK BY INSTALLER EXTERIOR FRESH 610THER8 HORIZONTAL. SECTION VI FRAME (MASONRY) CAULK W4DER SCREW ALPO BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME BILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 16ORRONTAL.SECT1ON ® FRAME (WOOD) INSTAUATION ANCHOR 3/1W DOA. MASONRY SCREW WNEOPRENE BACKED WASHERTHRU SCREW SUPPORT F_ihr MAX SHIM (BEE Nore 2 b 3 ON BHT. 2) EXT. FINISH BY OTHERS (MIN 1S18E W ® ALTERNATE PRECAST SILDETAL B(O ( Y) 141 USE SOLD WOOD %., J.:' SUPPORT TOSMAKEBILL a.,.r „ '!`•_;,� LEVEL BYOTHERW w0.. , 4AAO ®o;. r fM ., ;-w o " � s+' :4�yI (MI▪ N EDGE DIST.) imamaTimyANDomppENTAL T3ERIFOI86 /iTIONOENTAQ1131M nos comma IA TOTaWIEO WA S 0FDI1TOM NST31EM8. 18P • � EDGE DLST.) CAULK BETVMEN BY O• KLFALERBdP@1RIVG A J UPDATED PER NEW FOG REQUIREMENTS 1 07/07108 SW 44TH AVE. FLORIDA 34474 •cw e- � ..,coo.•. FL, JJ}0: i • INISTALL.A N DETAIL THRU •� c: A.. 494.0 • • •.. c • • ‘.40.1 T • •) pp . • � „olio F io 78/2008 NO. •70F8 166 SHEATHING BY OTHERS EXTERIOR MUSH -- BY OTHERS . CAULK BEHIND FIN BY INSTALLER WINDOWWRAP BY INSTAMER PERIMETER OW LK BY MTALLER VMS:IOW PRAME MEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER. PERIMETER CAULK SY INSTALLER wiredww0p BY INSTALLER EXTERIOR FINISH BY OTHERS • sHeliTtuNcs BY HERS C — LEE (1.01EMBEDBENT) (Is \ VERTICAL SECTION J/ FIN (WOOD) 2 BY WOOD SUCK BY OTHERS INSTALLATION ANCI33R. MI WOOD SCREW B4° MAX BMA (SEE NOTE 2 & 3 ON BHT. 2) MAX SHIM (SEE NOTE 2 3 ON BHT. 2) 2 BY WOOD BUCK BY OTHERS INSTALIATION ANCHOR. .81/0300 SCREW ilZ (MIN SIBEDMENTI 2 BY WOOD BIJCK BY OTHERS INSTALLATION ANCHOR, BB WOOD SCREW SHEATH BY OTHERS 1 LUZ BA )1/EMBEDMENT) EXTERIOR FINISH BY OTHERS ihr MAX SHIM (SEE Nara 233 CR SW. 2) 1:: ,-----, 7 , . N ......= par ,„„..., Ad, i Asmg•pcmilF*--. WINDOW PRAME JAMB • CAULK BEHIND FIN BY INSTALLER (SS•;-. 4,7 WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER ers, HORIZONTAL SECTION \J./ MN (WOOD) • " V 09 " PRomegragiattoomusennu. • X • • WRISCW SYSTEMa INC. ANY REPRODUCTION IN PART Oft AS R • • F/ P.E.,19.))2814, istr-olatnaNcomrosao mrn-asoworleams ire sed.s PRoPERro • • 3, • ,•45eneasufftroesmire WRITTEN AERIAMWON OF cusrala wowow crtaTETAS, B. TRP • t A UPDATED PER NEW FBC REQUIREMBAITS 1 07107108 $900$W 44TH AVE. • FLORIDA 34474 STI_UVTION DET WOO .114. ilit,11103,5 .-• T -14 d MOM 0.: CW6.31 ill]," Miami ES OF 8 'bride Building Code Online http:// www .floridabuilding.org%pe /pr_app dtl.aspx?param-wGEVX... ECG Home I Log in 1 User Registration { Hot Topks Submit Surcharge Stets & Facts PublIcatlons 1 FBC Staff 1 BCIS Site Map { Links j Search 1 of 2 Product Approval USER: Public User agOixt Appttrmtlig t > agsisxt.griaMilolligorsb > APPLI 9SDn Usk > App5atbn Detag FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email 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 Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph@cws.cc Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL11103 RO COI SGD -8900 XO 606$ PVB Cert Indeo.adf Standard AAMA/W DMA/CSA /101/I.S.2/A440 -05 ASTM E1886 -02 ASTM E1996 -02 TAS 201/202/203 Year 2005 2002 2002 1994 12/13/2010.4:31 PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products http: / /www.floridabuilding.org/pr /pr app dti.aspx ?pararlr— wGEVX... Method 1 Option D 07/16/2008 07/21/2008 09/15/2008 10/14/2008 Model, Number or Name Description SGD -8900 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile Impact. SGD -8900 PVC, 2 Panel, 2 Track Sliding Glass Door, OX or XO, 6068, installation instructions FL11.103 RO 11 C41/-292 (SGD -8900 Impact, XO. 6068. PVB),pdf Verified By Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL11103 RO AE 510631 (Eval Reo XO 6068 PVB).pdf FL11103 RO AE DuPont PVB NOA 05-1208 02,odf FL11103 RO AE Micron NOA 06 -1220 01.pdf Created by Independent Third Party: Yes Department afCommunftyAffairs Ftarbia BOO* Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Ronda 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 (A 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Coavrkrht Statement 1 AccessR 8tv Statement 1 Plua-En Softwarg 1 Customer Service Survey 1 Contact Us Product Approval Amapta: 77,1 m rTnrr3 , n f, 11/13/2(11 n 4.11 PM L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 Manufacturer: Custom Window Systems 1900 SW 44th Avenue Ocala, FL 34474 Product Line: Series 8900 PVC Sliding Glass Door Engineering Evaluation Report Report No.: 510631 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code, including the HVHZ. Product description: Series 8900 Sliding glass door manufactured out of extruded PVC. Frame is of mitered and welded comer construction. Supporting Technical Documentation: 1. Approval document: drawings number CWS -292, sheets 1 of 7, tided Series 8900 PVC SGD prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports a) Report No.: NCTL 210 - 3505 -1, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact test TAS 202 -94 Uniform Static Air Pressure, ±60 psf design pressure, 9.0 psf Water test penetration TAS 203 -94 Cyclic Pressure Loading, ±60 psf design pressure. b) Report No.: NCTL 210 - 3505 -1A, signed and sealed by Gerard J. Ferrara P.E National Certified Testing Laboratories AAMA/WDMA/CSA 101/1.S.2/A440 -05 Design pressure: +60.0 psf Water Test Penetration: 9.0 psf ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±60.0 psf design pressure 3. Anchor calculations, report number 510632, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±60 psf • Maximum unit size: 71 W x 79'/" • Maximum panels size: 36 5/8" x 77" • Maximum D.L.O.: 33 1/8" x 73'/2" • Units must be glazed with 1" IGU consisting of a 3/16" tempered outboard lite — Alr — laminated inboard lite consisting of 1/8" annealed — 0.105" DuPont Butacite interlayer —1/8" annealed per ASTM E 1300 -02. • DuPont Butacite interlayer per N.O.A. 05- 1208.02 • Approved configurations: OX, XO. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require Impact protection in wind -borne regions. • Frame material to be rigid PVC per N.O.A. 06- 1220.01. installation: • Units must be installed in accordance with approval document CWS -292. Certification of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being Issued. Also, I don't have nor will acquire a financial interest in any other entity involved In the approval process of the listed product(s). 1 of 1 \\ 5 ft• 1O /f� ; �51 ;fir TAT OF;k : Luis R. Lomas, P.E. FL No.: 62514 07/21/2008 SLIDING GLASS DOOR (LARGE MISSILE IMPACT) STANDARD 71.500 OVERALL WIDTH 79.500 OVERALL HEIGHT 77.000 PANEL HEIGHT GLASS DLO O x F+— 33.21 -- GLASS DLO 38.82$ PANEL WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS-1 ANCHOR SCHEDULE & NOTES.--.2 DP CHART & GLAZING DETAIL.--3 EXTRUSIONS & INSTALLATION DETAILS.«.........«...8 -7 PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 70 COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. INCLUDING THE I-IVHZ. 2. GLAZING DETAIL (SEE SHEET 3) a APPROVED CONFIGURATIONS: "O/X, °X/0 °. 4. DESIGN PRESSURES: (SEE TABLES -SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6 - 7 FOR ANCHOR DETAIL 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES ARE PROCESSED AND WELDED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL- 201 - 3505 -1, NCTL - 210-3505 -1A 9. SERIES / MODEL DESIGNATION SGD -8900. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING 1S RESPONSIBEUTY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X= OPERABLE SASH, O FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. PROPMETARYAND GOIVIDENTML THE INFORMATION CONTAJN50 W THIS DRAWING IS THE GOLF PROPERT/OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBTtED. 11IBrS aim M prod 1.1114RLdL laaVme tad WmINaN MU:Maas, K2TW7 Dam 8008.0721 UMW-OM 'W'N. c2Vi S15'EMS 1900 SW 44TH AVE. OCALA FLORIDA 34474 TR'LE: GENERAL NOTES 8. ELEVATION 8900 7RAWN BY: AAJ DODEL• PVC SGD SCALE: NIS REV. LETTER: DAB 7/21/2008 L>WO. Noe CWS -292 SHE: 1 0F7 NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX A TO BE 1/4 °. USE SHIMS WHERE SPACE GREATER THAN 1/16° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116° DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4 INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2° SHALL BE ACHIEVED. 5. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8° INTO 2 BY WOOD BUCK, OR FRAMING. 6. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. ExaftallY sired by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 4a1 m 2008.0T.1511:00:19.04'00' INSTALLATION 8. ANCHORS ANCHOR � D � °O A NCHOR HALL NOT 13EUSED N SUBSTRATES W ITH S ENGTHSLESS THAN THE M NIM MINIMUM STRENGTH SPECIFIED BELOW -.r,„ • • • ,/�f /� 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: Zz * O 8 1k A. WOOD • MINIMUM SPECIFIC GRAVITY OF (3=0.42 ; p'�� B. CONCRETE • MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �Q TAT O74;5 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). �vp ... p 4 +,:� THE fNFORRAA'DONf,'0{YI'ANEoN USDnAWIN018 PROPERTYOFCUSTObf �%`aS /LORI ��``��• WINDOW SYSiEA+19.IRU. ANY REPRODUCTION W PART OH ASAWHOLE WiTHOUTIHE , /� //O Ait4,`�`` WRITTEN PERMISSION OF CUSTOM WINNOW STEM S% INCAS WtWLOW SYSTEM 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ANCHOR SCHEDULE & NOTES SERIES: 8900 DRAWN SY: AA (DATE: 6/18/2008 dODFI_ PVC SGD JTiA1.6 NTS aEV. LETTER: DWG. NO.; CWS-292 SHEET: 2 0F7 GLASS TYPE 59 1/2 71 1/2 0 0 +60 -60 a +60 / -60 EXTERIOR 1° OVERALL 3/18° TEMP. 7116° AIRSPACE 1/8" ANN. .105 PVB 11W ANN. INTERIOR GLASS TYPE A PROPRIETARY AND OONFlHDAL THE INFORNA11ON CONTAINED IN THIS DRAWING I3 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, IN ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTT3dS. IMO. IS PROHIBITED.' DlDEelly Wilted by Fluids PE Loot= 1412 Weodomd Rom LLwisr6le. NC 27023 Da1e: 2606.07.1611 /2723 -04131 WINDOW SYSTEMS 1900 SW 44111 AVE. OCALA, FLORIDA 34474 GLAZING DETAILS & SERIES: 8m ,YODEL PVC SGD ESIGN PRESSURFzCNART RAIGN: a- e1 $ NTS LETTER �SFIEEf 30F7 OWO. NQ.: cws -292 TYPICAL VERTICAL SECTION TYPICAL HORIZONTAL SECTION PROPIeETARY AND cONRDENTIAL TM INFORMATION CONTAINED IN THIS DRAWING 03 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTH83, INO. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROW1TED, DI®Galy doled byFbdda PE LocatIon: 1432 Woodford Road Lawtsvins, NC 27023 Dale: 2008.07.1511:0823 -04'08 ITEMS #22 -27, 32, 37, & 40 NOT SHOWN FOR CLARITY. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 T SECTION VIEWS 8900 4WOD1: PVC SOD SERIES: DAMN Ire. AM SCALE: NTS 7EV. LETTER: ATE: 8118/2008 11Na NO. cws_.ne SHE: 4 OF7 Item 8 1310 9 Description 1 14-6042 Frame, Main, PVC, 51313, Head 2 3-0040 T WeaJRIC4 PVC, SD, Head 3 31-6042 Frame, Male. PVC. SOD. 90 4 8-1655 Track, Panel PVC. $D, 016 5 86040 Them 011MM. PVC, SCA, S111 6 561138 Hap. DIk., Fxd. PnL, PVC, SOD, Sill 7 S -6041 Teaek, Soren. P%C, SOD. Sill 8 11-6042 Frame, Main. PVC. SOX L.16. 9 8-6040 Thcee1Fdlet, PVC, SOO, L & R. 1S 10 11.6042 Fame, Main, PVC, MD, R. J0. 13 114032 Panel Hail, PVC, 90D, Top, Op. 14 51590 Rdnf., Pal, PVC, SD 15 H -66033 Penal Hail, PVC, 900, net. Op. 16 51590 Rolnf., PnL, PVC, SOD 17 14 -6032 Penal Rail, PVC, SOD, Luck 18 51590 Rennf., Pal, PVC, SID 19 H -5034 Panel Intik., Opey PVC, SD 20 51590 Saint, Pnl., PVC, 90D 21 1.1591 Rot Indic., PVC, SOO 22 11-6032 Panel Rail, PVC, SCA, Top, Fad 23 51590 ReiaL, PA, PVC, SOD 24 13-6032 Panel Rail, PVC, SID, Dot. Fxd. 25 51590 RWnf., PnL, PVC, 900 26 H-6032 Panel Rail, PVC, SID, Fad 27 51590 Reln1', Pal, PVC, SD 28 11-1033 Panel lotlk, FM, PVC, SD 29 31.6035 Catch. Pot Iota_ Fnd. PVC. SOD 30 51590 Reiff., PaL, PVC, SOD 31 51591 Rduf., balk„ PVC, 5® 32 56046 Sop, Weld, PVC,.$,D 33 8.6037 CIa 5d., 1', PVC SOD 34 9 -3789 Lock & Handle Rik, PVC, 8® 35' P -3142 Roller. Tandem. PVC SOD. SS 36 P -33020 Vigo . 0.330 a .187 Bak FinSeal, Cray 37 P -3556W 08 x 212.811 814 8316 Wit. 38 P -3768 08 x 0.625 Pk PH SAS 39 8 -3792 3/4' Keeper 40 P -3342 Swam Sealer, Sr1 -5504 41 P -3752 Cap Plug. 12' Hole 42 P -3438 Hot Malt, TmSml,'H" 43 P -3333 Set. Dlk„ 85 Da„ 1/8' x 5/8' x 2' Lg. 44 1 °13 /16"TEMP -A1R- 7176' LAMIl1A3- AN:-- 105'PVB.1.18'AN.1) 46 51601 11168688 Adaptor 5.938 1.876 LIT 3.563 PVC PANEL INTERLOCK - 8034 .102 PVCPVCTO EMIL..EFZ 1.963 PVC SCREEN TRACK- 6041 ALUNUOEINFORCEMENT -1561 6063 -T8 -423 ALUM.REINFORCEM ENr -1590 0083 -T8 PVC INTERLOCK SNAP -6036 .100 PVC PANEL. INTERLOCK - 6033 .100 1.1 PVC GLAZING BEAD - 6037 2.136 PVC FIXED PANEL LIFT - 6038 PVC WELD SUPPORT - 6046 Dtg0e17 signed 616 Florida PE. Lemlm 1432 W0a0md Road LmvlanIIe, NC2i023 Data 200807.181114807-04119 PROPRIETARY AND CONRDDNHAL THE IIP6RMMION CONTAINED IN THI8 DRAWING 11 TiiE 80LE FROPERTVOF WSf06 WINDOW SYSTEMS, INC. ANY REPRODUCTION 04 PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OP CUSTOM WINDOW SYSTEMS, IND. tS PROHIBITED. .080 ROLLER TRACK -1656 6083 -T6 ALUM. HIGHRISE ADAPTOR 6083 -T8 PVC TRACK FILLER -6040 FRAME CONSTRUCTION • FRAME CORNERS WELDED TOGETHER VENT CONSTRUCTION VENTS FULLY WELDED ITEMS #22 -27, 32, 37, & 40 NOT SHOWN FOR CLARITY. WINDOW SYSTEMS 1900 SW 44TH AVE OCALA, FLORIDA 34474 �A� T EXTRUTIONS & BILL C� ERIALS SERIES: 86� W v: AAsI NODE: PVC SGD SCALE: NTS EV. LETTS% DATE 6/18/2008 DWG. N0.: CWS -292 SHEET: 50F7 r OONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS 1 114 (MIN. EMBEDMENT) CONCRETEtMASONRY BY OTHERS LU (MIN. EDGE DIST.) 2 7/16° MIN. EMBEDMENT EXTEORIOR FINISH BY PERIMETER CAULK BY INSTALLER DOORFRAME HEAD +-1/4 MAX. SHIM (SEE NOTES 253 SHT. 2) 114 MAX SHIM (SEE NOTES 2 53 SHT. 2) (MIN. EMBEDMENT) CAULK UNDER SCREW HEAD BY INSTALLER INTERIOR INSTALLATION ANCHOR, 318• MASONRY ANCHOR w/ 1/2" FLAT WASHER CONCRETE/MASONRY BY OTHERS 2 7/18° 2 7/18° (MIN. EDGE DIST.) 1 BY WOOD BUCK 8Y OTHERS 1/4" MAX SHIM (SEE NOTES 2&3 SHT. 2) INSTALLATION ANCHOR. 3/18° DIA. MASONRY ANCHOR & 1/2° FLAT WASHER CAULK UNDER SCREW HEAD BY INSTALLER DOOR FRAME SILL PERIMETER CAULK BY INSTALLER/DO NOT COVET WEEP HOLES 2112° (MIN. EDGE DIST.) EXTERIOR INTERIOR CAULK UNDER SCREW HEAD BY INSTALLER HIGHRISE SILL (OPTIONAL) 27/16°—.4 VERTICAL SECTION kJ/FRAME (MASONRY) BEAD OF CAULK BETWEEN HIGHRISE SILL AND FRAME BY INSTALLER INSTALLATION ANCHOR. 3118° CIA. MASONRY ANCHOR & 1/7 FLAT WASHER CONCRETE/MASONRY BY OTHERS 1 1!a" (MIN. EMBEDMENT) CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR. 3/18' DIA. MASONRY ANCHOR & lir FLAT WASHER EXTERIOR DOOR FRAME JAN® DOOR FRAME JAMB PERIMETER CAULK ® HORIZONTAL SECTION BY INSTALLER FRAME (MASONRY) EXTERIOR FINISH BY OTHERS PROPRIETARY ARID CONFIDISIDIAL THE INFORMATION CONTAINED IN TICS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, IND. IS PROHIBITED. 21/2° (MIN. EDGE DIST.) DigIlaIy signed by Honda PE Location: 1432 Woodford Road Lewtsvllle, NC 27023 Data 2008.07.1311:11:07 - 04'00 PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 1 BY WOOD BUCK BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS \‘‘IleTON .•• ?k1 1k.s • D 8 " ge " '1'F`tOR10P•G\�� H it �WINDOW SYSTEMS 1900 SW 44TH AVE OCALA, FLORIDA 34474 rirLEINSTALLATION DETAIL IN 1 BY BUCK - LARGE MISSILE IMPACT SERIES: 8800 'DRAWN BY: AAJ DATE 6/18/2008 MODEL: PVCSGO S urs REV. LETTER DWG. NO.: CWS.292 SHEET: 8 OF 7 t 2 BY WOOD BUCK BY OTHERS CONCRETEIMASO NRY BY OTHERS EXTERIOR SHEATHING BYOTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER DOOR FRAME HEAD CAULK BETWEEN BUCK MD OPENING BY OTHERS �'. r,,_;; ,:ir, fix: ^= •_�z;�.,.= , <.:,�w,y; —.Mal lab (MIN. EMBEDMENT) CONCRETE/MASONRY BY OTHERS 1 318° (AKIN. EMB(EDMENI) f....... V4° MAX SHIM (SEE NOTES 2&3 SETT. 2) 1/4` MAX SHIM (SEE NOTES 2&3 SHT. 2) 1 (MIN. EMBEDMENT) CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 810 WOOD SCREW INTERIOR INSTALLATION ANCHOR, &I 0 WOOD SCREW 114° MAX SHIM (SEE NOTES 2&3 SHY. 2) INSTALLATION ANCHOR, @1O WOOD SCREW EXTERIOR INTERIOR CAULK UNDER SCREW HEAD BY INSTALLER DOOR FRAME SILL PERIMETER CAULK BYINSTALLEWDO NOT COVER WEEP HOLES VERTICAL SECTION FRAME (WOOD) CAULK1JNDERSCREW HEAD BY INSTALLER HIGHRISE SILL (OPTIONAL) BEAD OF CAULK BETWEEN HIGHRISE SILL AND FRAME BY INSTALLER INSTALLATION ANCHOR, MW DIA. MASONRY ANCHOR & 112° FLAT WASHER CONCRETE/MASONRY BY OTHERS DOORFRAME JAMB EXTERIOR CAULK UNDER SCREW HEAD BY INSTALLER CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS DOORFRAME JAMB PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS HORIZONTAL SC -CTION ERASE ( WOOD) DIg8e0y signed by Florida PE Looa8oa :1492 Woodford Road Lewisville, NC27023 Date: 21108.07.11311:12./8.414'00* PERIMETER CAULK BY INSTALLER `51111I! .t ti � \C'E.gtA OM? • PROPRIETARYAROCONFIDENTIAL S ` • IN THIS DRAWING IS THE SOLE PROPERTY OF THE INFORMATION T`' 0ASWINDOW o ANY REPROOIION N P RTOORA sET HE 1 0 IN FY WINDOW R il OOE O EXTERIOR FINISH BY OTHERS 2 BY WOOD BUCK BY OTHERS ...A WINDOW sYsems 1800 SW 44TH AVE. OCALA, FLORIDA 34474 TITL INSTALLATION DETAIL IN 2 BY BUCK - :AERIES 0900 !DRAWN BY: AAJ MODEL PVC SGD SCALE: PITS REV. LETTER: LARGE MISSILE IMPACT DATE: 8/1812008 DWG. NO.: SHAT: CWS -282 7 OF 7