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WS-12-772Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 176358 Permit Number: WS -5 -12 -772 Scheduled Inspection Date: August 13, 2012 Inspector: Bruhn, Norman Owner: ANDREA GILL, JOHN PEGG Job Address: 333 NE 103 Street Miami Shores, FL 33138 -2432 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360130250 Phone: (954)792 -4415 Building Department Comments REPLACE 10 IMPACT WINDOWS Passed Failed Inspector Comments CREATED AS REINSPECTION FOR INSP- 176020. CREATED AS ? /REINSPECTION FOR INSP- 175450. CREATED AS REINSPECTION FOR INSP- 172979. Not Ready. NB Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. No access. NB NO CONTRACTOR ON SITE. JR August 10, 2012 For Inspections please call: (305)762 -4949 Page 23 of 48 Miami Shores Village la HAY 0 1 Zi, i2 J Building Department aY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. (k) t 211 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type:tUILDING) ROOFING OWNER: Name (Fee Simple Titleholder): A "d(e4 c , I(- Pen Phone#: Address: 333 N 1= City: Ph SLorcS State: FC, . zip: 331 -- a (I 32 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 333 N E 10'1 City: Miami Shores County: Miami Dade Zip: 3 3138 -- a C132. Folio/Parcel #:) a 1zet5 - 0(3 oz O Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone #: 954.792.4415 Address: 4070 SW 30TH AVE City: HOLLYWOOD 5tate; FLORIDA zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954. 792.4415 X243 Email Address: Imartinez@fhaproducts.com DESIGNER: Architect/Engineer: LI V� /1C kl Phone #: 6,(0 1) 1ST -5010 Value of Work for this Permit: $ 140'11(00— Square/Linear F�ooge of Work: Type of Work: DAddition ❑Alteration ❑New C�Repair/Replace ❑Demolition Description of Work: Rep (Ace 10 "Pi 119c.4- w1�deNa.s.J r********* * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * **** * * * * * ** Submittal Fee $ Permit Fee $ OD CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4 L Bonding Company's Name (if applicable) 3 / t Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 1 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 FT.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT.RRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A}'N'DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this n day of /; 1 , 20 /I, by C,111- P who is rsonally know to me or who has produced As identifica NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC STATE OF FLORIDA Comm# EE103551 Expires 6/18/2015 Contractor The foregoing instrument was acknowledged o �before me this A day of Iii 1 , 20 L by Js yru Ih. S Rume -I* who i rsonally known me or who has produced as identification and wShoeuey take an ovicn NOTARY PUBLIC A STATE OF FLORIDA Comm#EE103551 ls�� Expires 6/18/2015 My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** * ************************************************ * * * * ** * * ** * ** * * * * * * * * * ** * * * * * ** APPROVED BY 5 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami -Dade My Home My Home ad Show Me: Property Information Search By: Select Item LE Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 2136 - 013 -0250 Property: 333 NE 103 ST Mailing JOHN M PEGG & ANDREA D Address: GILL Living Units: 333 NE 103 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2432 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,042 Lot Size: 12,300 SQ FT Year Built: 1950 $50,000/ $195,371 MIAMI SHORES SEC 5 City: PB 10 -47 LOTS 16 & 17 Legal BLK 118 LOT SIZE Description: 100.000 X 123 OR 20912 -0275 12 2002 4 OR 23570 -1813 0605 00 Assessment Information: Year: 2011 2010 Land Value: $100,559 $111,734 Building Value: $144,812 $161,856 Market Value: $245,371 $273,590 Assessed Value: $245,371 $273,590 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Page 1 of 2 Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $195,371 $50,000/ $223,590 County: $50,000/ $195,371 $50,000/ $223,590 City: $50,000/ $195,371 $50,000/ $223,590 School Board: $25,000/ $220,371 $25,000/ $248,590 Sale Information: IQ- ie nom* Iuonnm ACTIVE TOOL: SELECT Aerial Photography - 2009 0 113ft My Home I Property Information 1 Property Taxes I My Neighborhood 1 Property Appraiser Home I Using Our Site I Phone Directory 1 Privacy 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. Legend Property Boundary Selected Property Street Highway Miami -Dade County ■ Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 4/4/2012 L Florida Home hmprovement Associates License No. COC 0618801 Q844818 4070 SW 306 Ave., Hollywood, FL 33312 Job# - 19 Name: Replacement Windows Contract Address Home Phone: ' r Lily A This Contract is made and entered Into this, day of /44"16-rk 20' y and between Florida Hanre4nipro Assodates, inn, a Florida corporation ( "Contractor" or 'FHA"), and owner(s) named above of the residence located at the address listed above ('Owner°). MUM. Contractor agrees to perform the work described below. 1) Remove existing units to be replaced. (NOTE: Removed items are likely to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) WINDOWS: ` FHA Energy Storm Saver, Simonton Vinyl insulated =Mum Insulated, - Martin nsulated Doors: Energy Scam Saver_ Broward Tel: 954792.4415 Wadi Dade Tel: 305.545.4469 Fax: 984792 -2170 Web: FHAPRODNCTS.COM Email: INPOt FHAPRODUCTS.COM AUanhnum Non-Insutated Dlrecaons are viewed hen the inside. On satinet glass doors Active and Fixed Panes are rdanttitad. On Casements and *nib French doors the hinge b identified Right tinge and Left tinge. On Doors the more active door is identified Tank' cam uaa"u.. Glass: Warranty ' I1Ilanfif8lcbrrer's NOTtobe replaced: avif $) Cleanup Job debris and prondde:necesssary 8) -IIf�ap�p ?Icawblei,rl!1 the event ,thatCorttractor 15 unable•for, Contractors am a automatc8yc celled. (No � rk� r than tue�dous payp>ent atabtbls �:.aatotswtisepy,eanceliad. �: Installation is to done f tooted two C��" % C.'. - -. - / L a "r 9! FommeiW9ment.C1 any work, 1 Gw t1 Achedul€: Contractor shall commence the work within _ days after execution of the Contract (the " Commencement Date°)andsbalfendea complete all Work hereunder within days after the Commencement Date. The TOTAL PRICE for all Labor and Materials (Including any applicable discount) is $ UalaMlce Down Payment • Payable $ Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Fi Included in chanter Statues (2005). clrde one IVES NO] Owner elects to apply jor finandng of the abowstotaeiump sum amount. lfyes Is elided, see lamming agreement and nts Notiattothistaumw, AA betnitobttdmd byoanner' a).O not' t oamssmOnatu fkra o doaa+atts) In blank, b). You ors entitled toa copy of the contract at the **io usym.tieepatopretemyour Mad rights. d.T he *medal documents attached tothb home Improvement contractrrrayoorresinamortgageorotlerw isecreateaCa►onyawprepertythatcouldbad on ff you do not raw. Be sun you understand all provisions s of the contract and Rnarmia'da mmwret batonssond m. kalefiataim l'his contract contains the entire contract of the of It may not be changed oratty but only ay a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed.this contract under seal, as of the day and year fhwtabove wiittr n.. You the Buyer may cancel title transaction at any time prior to mldnlghtt n the third business day after the date of this treneaotIon. Sae the attached novas of cancellation form for an explanation of this right. Owns) Co FA� T . 7 /t U" `s? (Name & Title) Contract P $ Sales Tax ( %) $ of applicable) i Total Contract Price $ Affidavit to Owner, substantially similar to the forms re of Owner) (Signature of Owner) Or: 1-21 --,I�- Date Home Owners Association Name: Phone#: YES ( ) NO (Building Name: Y Standard Qly Qty Qty Qty Qty Qty Custom 7- Bie a 1® /,� !ncmre FA AF f- LH — RH r ACTIVE ACIWE DouMaFmnc%Dioorx RA( ) LA( ) QIY Qty_..._ 7�/® AA AF FA FAAF AAF FAA Y Qty Qty QIy Qty Mr RH _� ) Glass: Warranty ' I1Ilanfif8lcbrrer's NOTtobe replaced: avif $) Cleanup Job debris and prondde:necesssary 8) -IIf�ap�p ?Icawblei,rl!1 the event ,thatCorttractor 15 unable•for, Contractors am a automatc8yc celled. (No � rk� r than tue�dous payp>ent atabtbls �:.aatotswtisepy,eanceliad. �: Installation is to done f tooted two C��" % C.'. - -. - / L a "r 9! FommeiW9ment.C1 any work, 1 Gw t1 Achedul€: Contractor shall commence the work within _ days after execution of the Contract (the " Commencement Date°)andsbalfendea complete all Work hereunder within days after the Commencement Date. The TOTAL PRICE for all Labor and Materials (Including any applicable discount) is $ UalaMlce Down Payment • Payable $ Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Fi Included in chanter Statues (2005). clrde one IVES NO] Owner elects to apply jor finandng of the abowstotaeiump sum amount. lfyes Is elided, see lamming agreement and nts Notiattothistaumw, AA betnitobttdmd byoanner' a).O not' t oamssmOnatu fkra o doaa+atts) In blank, b). You ors entitled toa copy of the contract at the **io usym.tieepatopretemyour Mad rights. d.T he *medal documents attached tothb home Improvement contractrrrayoorresinamortgageorotlerw isecreateaCa►onyawprepertythatcouldbad on ff you do not raw. Be sun you understand all provisions s of the contract and Rnarmia'da mmwret batonssond m. kalefiataim l'his contract contains the entire contract of the of It may not be changed oratty but only ay a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed.this contract under seal, as of the day and year fhwtabove wiittr n.. You the Buyer may cancel title transaction at any time prior to mldnlghtt n the third business day after the date of this treneaotIon. Sae the attached novas of cancellation form for an explanation of this right. Owns) Co FA� T . 7 /t U" `s? (Name & Title) Contract P $ Sales Tax ( %) $ of applicable) i Total Contract Price $ Affidavit to Owner, substantially similar to the forms re of Owner) (Signature of Owner) Or: 1-21 --,I�- Date Home Owners Association Name: Phone#: YES ( ) NO (Building Name: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. r1'a 13(0- era -o. 5o STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made t property, and in accordance with Chapter 713, Florida Statutes, the following- iftfditfitrr is provided in this Notice of Commencement. BY STATE OF FL 1 HEREBY CER 1 11111111111 11111 11111 11111 11111 11111 1111 1111 CFN 20128031 7570 OR 8k 28098 Ps 1862; (1136 ) RECORDED 05/04/2012 10:56:29 HARVEY RUV1IN r CLERK OF COURT MIAMI-DADE CO13HTYr FLORIDA LAST PAGE RDA, COI ? TY OF DADE IFY ol opy of AD2a7 Seel. G "rfy Gm r p.c. Space above reserved for use of recording office 1. Legal description of property and street/address: . 3 N 2 10 S4- -►:�., � Skor- X46,, .5 PP) 'ID -Y 1- L'-rs ito ) -- 'ik 11k 2. Description of improvement: &J / S 3. Owner(s) name and address: A r Ale" G I jr P Interest in property: &. 111.Q Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954 - 792 -4415 X33 FJE.103 S4. Mkc.m1 £iln fr-L. '331.&k -g,te3a 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or othe documents may be served as provided by 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 gropy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. /J Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration a is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED 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. Signs By Print Name Title/Office cer/Di rector/Partn er/Manag er By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing in ment was acknowledged before me this a G day of By Artel eeA, 1,11- Pett ❑ jodividually, or ❑ as for Personally known, or ❑ produced the following type of identification: A Signature of Notary Public: 1�_ AAL Print Name: �. % ��>m• (SEAL) Shelley Sri ®Y(rrl"r VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES �° NOTARY PUBLIC Under penalties of perjury, I declare that I have read the foregoing and STATE OF FLORIDA that the facts stated in it are true, to the best of my knowledge and belief. +r'.,r� Comm# EE103551 Signatu o -r(ss or Owne Ruth• e, ce pi rector/Partner/Manager who t abElYlitires 6/18/2015 By Limit / • r By 123.01 -52 PAGES 11/07 41 Florida � 8O 4070 SW 30th Ave Hollywood, FL33312 to Vi P ,= q h' (GCp _ GCp V(mph) 175 1620 FBC farfV00Z, or Fig 26.5 -10 Risk Categor B Table IS-1, page 2 Exposure C Semion26.7 Rd 0.85 Table 26.6 -1, page 250 ICzt 1 Figure 26.8-1, page 252 OCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0degre34 theta 14.0 degrees Speda6y Engineering Cones . Iew. 16990W 30 Avenue, 0000820 Boynton Beach, FL 334329 FL CABOO9217 IntsWOtions and limitations of Use Wind Valordee In South Florida Area ul;miaowed Dade Browmd Palm Beach Area of component Risk Cat 1 165 156 156 Low risk to humans (farms, sheds) Risk Cat 2 175 170 170 Single Family Residences Risk Cat 3 &4 186 I80 180 Essential Faoi1itiee Charts provide wind pressures based on the mean roof height And shall not exceed 80' -0°. 2 Design pressures are for en enclosed bufindlno (shutters or other Impact resistance protection muted). 3 User shall determine the mean roof height, (Eove height+ Roof Peak)/2. 4 End zone distance Is the lessor of 10% of length, 10 % of width, or 40% of the mean roof height and not less than 3'-0" 6 If 50% of a component to In a particular zone then that component Is considered to be In zone with the majority of the area. If questionable then place in Zone 5 6 Each component, window, door, mullion has a bibulery area that Is area to he used. Area of components to rounded down but shall not be less than 10 8f. 7 For NOA's that require a Kd -1.0 then multiply the values meted herein by 1.18. Wind pressures are based on Allowable stress design. 9 Design pressures listed herein am viand for Exposures B and C and not exposure D. 10 11 12 Charts and values meted herein are only vend when sign sated- fey -Gary McDougle, PE 658214 Wind design pressures ere calculated in accordance t ASCE 7 -10, Method 2 >J No reduction Is taken for slopes less than 10 degrees. Mean Roof Height Area ul;miaowed Area of component Area of component Area of component Area of component Area of component Area ofoomponent Area of component Area of component Areaofeompoaent Area efcomponent 10.0 of 15.0 of 20.0 of 25.0 of 3011 sf 35.0 of 40 0 of 45.0 of 50.0 sf 55.0 of 60.0 sf Z e4--Zone 5 Zone 4 Zone 5 Zone 4 Zone 6 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 40.1 40.1 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.6 35.4 35.4 35.0 35.0 15 -43.4 -53. -42.2 -51.3 -43.4 - 53.6 -41.4 - 49.8 -41.0 - 49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40. 40.6 39.3 39.3 40.6 40.6 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 -42.8 -52.0 -44.0 -54.4 -42.0 -50.5 - 41.6 -49.7 - 41.1 - 48.9 -40.7 - 48.2 - 40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -44.6 -55.1 -42.5 -51.1 -42.1 -50.4 - 41.7 - 49.6 -41.3 - 48.8 - 40.8 -48.0 -40.4 - 47.2 -40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 41.6 41.6 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 - 55.7 -43.9 -53.3 -45.1 -55.7 -43.0 -51.8 -42.6 -51.0 -42.2 - 50.2 -41.8 - 49.4 -41.3 -48.6 - 40.9 - 47.8 - 40.5 - 47.0 -40.1 -46.2 42.1 42.1 40.8 40.8 42.1 42.1 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 - 56.4 -44.4 -54.0 -45.7 -56.4 -43.5 -52.4 -43.1 - 51.5 -42.7 -50.7 - 42.2 - 49.9 - 41.8 - 49.1 - 41.4 -18,3 -41.0 -47.5 . 40.5 -46.7 42.6 42.6 41.2 41.2 42.6 42.6 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -46.2 - 57.0 44.0 -52.9 43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 49.7 -41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 43.0 43.0 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 -46.6 - 57.6 -44.4 - 53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -48.5 -41.4 -47.7 43.4 43.4 42.0 42.0 43.4 43.4 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.1 -45.8 -55.6 -47.1 -58.1 -44.9 - 54.0 -44.4 - 53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 49.0 41.8 -48.2 43.8 43.8 42.4 42.4 43.8 43.8 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 - 58.7 -46.2 -56.2 47.5 -58.7 -45.3 - 54.5 -44.9 - 53.7 -44.4 - 52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 44.2 44.2 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -48.0 -59.2 -45.7 -55.0 -45.3 - 54.1 -44.8 - 53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 44.6 44.6 422 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 48.4 -59.7 -46.1 -55.5 -45.7 -54.6 -45.2 - 53.8 -44.7 - 52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 45.0 45.0 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41,2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 -47.4 -57.6 -48.8 -60.2 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 -45.1 - 53.4 -44.7 - 52.5 -44.2 -51.6 43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 45.3 453 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -49.2 -60.7 -46.9 - 56.4 -46.4 -55.5 45.9 -54.6 -45.5 -53.8 -45.0 - 52.9 -44.6 - 52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 45.7 45.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 - 61.2 -48.2 -58.5 -49.5 -61.2 -47.2 - 56.8 -46.8 - 55.9 -46.3 -55.1 -45.8 -54.2 -45.4 -53.3 -44.9 - 52.4 -44.4 - 51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 46.0 46.0 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 -49.9 -61.6 -48.5 -59.0 -49.9 -61.6 -47.6 -57.2 -47.1 -56.3 -46.6 - 55.5 -46.2 -54.6 -45.7 -53.7 -45.2 - 52.8 -44.8 - 52.0 -44.3 -51.1 46.3 46.3 44.9 44.9 46.3 46.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 30 -50.3 -62.1 -48.9 -59.4 -50.3 -62.1 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 46.0 -54.1 X45.6 a 45.1 - 52.3 -44.6 -51.4 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 333 NE 103 ST MIAMI SHORES FL 33138 Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure 'Permit No. Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL7067.4 +60.0 -60.0 +40.1 -53.6 517/8 x 491/2 NO NO YES 2 1 FL7067.1 1 4, 73 x 491/2 4, y 3 1 FL7067.2 1 4 FL7067.1 1 4, 1 1 4, 1 FL7067.4 1 1 4, -43.4 -53.6 4, 110 x 617/8 1 1 4, 72 7/8 x 491/2 4, 1 1 52 x 491/2 4, 1 FL5823.1 67.5 75.0 -43.4 35 7/8 x 371/8 y FL7067.4 +60.0 -60.0 52 x 371/4 1 8 1 FL5823.1 673 75.0 1 1 35 7/8 x 491/2 • 4, FL7067.4 +60.0 -60.0 4, 10 FL5823.1 67.5 75.0 y -53.6 517/8 x 491/2 4, -43.4 35 7/8 x 371/8 11 12 13 14 15 16 17 18 19 20 21 23 24 Pegg - 167960 Apr 22, 2012 12:59:33 PM €10`11. Ftoorl f, TCECIED 1 2012 lam' Shores Villa e DATE SIAIEGT10 COW:VANCE WITH ALL FEDERAL STATE ANO COI MY RuLES AND REGULATIONS Florida Building Code Online Okla D3 arlrne Busines " Professi Regulation BCIS Home 1 Log In 1 User Reg [sha ion 1 ro Product: Approval USER: Pubic User FL # Application Type Code Version Application Status Comments Archived http:// www. floridabuiidi ng. org/ pr /pr_app_dtl.aspx?param--wGEVX., Hot Tops ; Submt Surcharge / Sts & Facts 1 Pubic attons FBC Shall i BcS Sim Map i urdca i Search Product Manufacturer Custom Window Systems Inc. Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Authorized Signature Technical Representative Address/Phone /Emall Quality Assurance•Representative Address/Phone/Email Category Subcategory .Compliance Method Michael LaFevre mlafevre @cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 jthompson @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 Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Recelved Certificate of Independence • F15823 R5 COI EvalReo CWS -1556 (SH -8100, Impact).odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA /CSA/101/I.S.2/A440 -05 2005 ASTM E 1300 -04 2004 ASTM E1886 -05 2005 ASTM E1996 -06 2006 PA/TAS 201/202/203 1994 717AP7AVI 0.22 AN Florida Building Code Online http://www.floridabuilding.orgipepr app dtl.aspx?param. wGGVX: Equivalence of Product Standards Certified By •Florida Licensed Professional Engineer or Archltect FL5823 R.5 Eauiv SH -8100 Eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/01/2011 12/13/2011 12/20/2011 01/31/2012 Model, Number or Name Deseriptian 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) L of Use • Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: Large Missile, see installation dwgs. for Max. size and DP. Installation Instructions F15823 R5 II CWS -1558 (SH -8100, Impact).pdf Verified By: Lucas A. Turner 58201 Created by Independent Thlyd•Party: Yes Evaluation Reports FL5823 R5 AE DuPont PVB NOA 11-0624 01pdf FL5823 R5 AE EvaiRep CWS -1558 (SH-8100. Impact).Ddf FL5823 R5 AE Micron NOA 11 -0830 09•odf Created by Independent Third Party: Yes 5823.2 SH -8100 Cont. Hd. & 5111 SH -8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 63 ". Limits of Use Approved for use in HVHZ: Yes • Approved for use outside HVHZ: Yes impact Resistant Yes Design Pressure: N/A Other: Large Missile, DP +673/ -70.0 psf w/ Std. sill, DP +1- 70.0 psf w/ high rise, Max. size 74 1/8" x 63 ". Outer Iite in T.G. must be safety glazed when used above 30 ft. In HVHZ. Installation Instructions FL5823 R5 II CWS -440A (SH -8100. Inwact. 74x63¢ ContHdSl).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont PVB NOA 11-0624 01.pdf FL5823 R5 AE EvalReo CWS-440A (S}1 1.00. Imoact, 74x63. ContHjISI).pdf FL5823 R5 AE Micron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 5823.3 SH -8100 Cont. Hd. & Sill SH -8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 72 ". Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant Yes Design Pressures +67.5/-67.5 Other: Large Missile, DP = +1- 67.5 psf, Max. size 74 118" x 72 °. Outer Iite In I.G. must be safety glazed when used above 30 ft. In HVHZ. Installation Instructions FL5823 R5 It CWS-491A (SH -8100, Impact, 74x72 Conti-W.50 p f Verified By: Lucas A. Turner 58201. Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont PVB NOA 11 -0624 01.vdf FL5823 R5 AE EvalRep CWS -491A (SH -8100, Impact, 74x72, ContHd51).pdf FL5823 R5 AE Micron NOA 11 -0 30 09.pdf Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Heavy SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty 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 R5 II CWS-3598 (SH -8100, Impact. 52x72, 10Q DP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont SGP NOA 11 -0624 02.odf 'L!1 A i.tf1'L el.,/ 0 A h Florida Building Code Online bnp://www.floridabuilding.org/pripr_app_dthaspx?parant—wGEVIC. FL5823 R5 AE • EvalRev CWS -3698 (SH -8100, Impact, 52x72, 100 DP).pdf FL5823 R5 AE Micron NOA 11 -0830 09.adf Created by Independent Third Party: Yes 5823.5 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 Res- istant: Yes Design Pressure: _+•67.5/ -67.5 . Other: Large Missile, 52' x 96° w/ 5 HI sash, +1- 67.5 psf. Installation Instructions FL5823 R5 II CWS-295A (SH -8100, Impact. 52x96).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont PVB NOA 11 -0624 01.pdf FL5823 R5 AE DuPont SGP NOA 11 -0624 02.pdf F15823 R5 AE EvaiRep CWS-295A (SH -8100. Impact, 52x96).pddf • FLS823 R5 A. Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes Contact Us Bade f: Phone: 850- 4417 -1e24 The State of Florida is an WEB) ernpbyer. Copyright 2007 -2010 State of hladr o. • • ply Statement :: Accffislbrav Sl atementStaiamea • • R_efund_SlatenTent Under Fbricla e-mail addresses are puba: ranoisls. If you do not want your e-mail address released In response to a pubtt:- reconis request, do not send electronic mall to tits *may. Instead, contact the office by phone or by traditional mail. S you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteretdbnr e.AuS. Product Approval Aaoepts: CO 1 IeC,tg, I 1l1.0'rtl') 0.22 Ali Lucas A. Turner, P.E., MBA 2080 . Mauve Terrace North Port, FL 34286 Ph. 941 -380 -1574 Evaluation Report 155J3 November 28, 2011 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at +1 -67.5 PSF, 36" x 62" unit size at +67.5/ -75 PSF, 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite — Air — 5/16 Laminated (1 /8Ann- .090PVB- 1 /8Ann) inboard lite Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the i3 VHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -155B, signed and sealed by Lucas A. Turner, P.E. on. 11 /28/11. 2) Test ReportNCTL- 210 - 3668 -1, -1A, -2, -2A, 3669 -1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005 • 3) Supplemental Calculations to support CWS -155B, signed and sealed by Lucas A. Turner, P.E. on 11/28/11 Installation: Units must be installed according to approval document CWS -155B. Limitations of Use: This product: . • May be used in O/X configuration in sizes up to 53 1/8" x 76" unit size at +/ -67.5 PSF, and 36" x 62" unit size at +67.5/ -75 PSF, with max. glass DLO heights as shown in CWS -155B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air - 5/16 Laminated (1 /8Ann- .090PVB- 1 /SAnn) inboard lite • Requires Dupont PVB Interlayer per Miami Dade N.O.A. 11- 0624.01 • Requires.Milcron rigid PVC frame extrusions per Miami -Dade N.O.A. 11- 0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. No 58201 +" * * * 11/28/11 STATE OF ; Lucas A. Turner, P.E. ¢w FL PE #58201 41%,.$1 ;0°NPLAIL°: Lucas A. Turner, P.E. 2011 -11 -29 00:55 -05:00 1 771/4" MAX OVERALL FLANGE SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 54 3/84 OVERALL FLANGE 1/VIDTH L. - 531/8" MAX, UNIT WIDTH 4815/18" GLASS DLO <vv 78" MAX UNIT HT. 0 37 5116" MAX SASH HEIGHT &315118" GLASS DLO GLASS DLO 4 0.0 WEEPS 1TYP) 48 3/4: GLASS DLO 48 11118" MAX. BASH WIDTH DESIGN PRESSURE•RATING *67.5 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS1 ANCHOR SCHEDULE & NOTES 2 GLASS DETAIL 3 SECTION VIEWS 4-5 EXTRUSIONS & B.O.M. ....... ........ .. 6 INSTALLATION DETAIL 7,8 83114" OVERALL FLANGE HE GHT 371 /4" OVERALL FLANGE WIDTH MAX UNIT WIDTH' 31 3118" GLASS DLO 62" MAX UNIT HEIGHT 3{6118" MAX SASH HEIGHT X GLASS 1 D1.O 271 GLASS DLO WEN 281 —GLASS DLO 31 5/184 MAX SASH WIDTH Lucas A. Turner, P.E. 2011-11-29 00:54.05:00 pVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN I8 DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:' OX'. 4. DESIGN PRESSURE RATING: - 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 331!3% STRESS INCREASE HAS NOT BEEN USED IN,THE DESIGN OF THIS PRODUCT, SEE SHEETS 7-8 FOR INSTALLATION DETAIL, WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS.ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL-210-3668-1, -1A -2, -2A, NCTL- 2•11 - 3669 -1, -1A, -2, -2A 9. SERIES / MODEL DESIGNATION SH -8100. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCKAND FRAMING 15 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 =FIXED SASH 12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. ' 13. SWEEP LOCKS INSTALLED ON WINDOWS OVER 37"X82" PROPRIETARY AND CONFIDENTIAL 11/28/11 THE INFORMATION CONTAINED IN THIS DRAWING ISMS SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS AWH0LE WITHOUT TFE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E., 88201 B UPDATED PER 2010 FBC 11/08/2011 TEF A UPDATED PER NEW FBO REQUIREMENTS 07/07(2008 &Alfa wiNDOWS & DOORS 900 SW 44TH AVE. OCALA, FLORIDA 34474 LiENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT SERIES: 8100 )RAWN UY: ADE • '411; 08/10/2008 WOEL PVC SINGLE HUNG SI,ALE. NTS 'MG. NO. :GINS -1 REV. LETTE SHEET: 1 OF 8 MAX (TYP) e— MAX (TYP) .15".0.C. MAX. (TYP) A INSTALLATION ANCHORS, SEENOTE2 . 4" MAX (TYP)'+'1 r' 4° MAX. (IYF') 14° O.C. MAX. (TYP) B! 4" MAX r t� UNIT HEIGHT V MAX.00 (TYR) INSTALLATION ANCHORS, SEE NOTE 4 X 83118' A MAX UNIT WIDTH 4 SNIMBIAXZELLSIELAKEI THRU FRAME MASONRY) MAX UNIT 817E: 83 -1/8x78 '(W / SWEEP LOOKS) OP ±87.8 NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAO BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1f4 ". USE SHIMS WHERE SPACE GREATER THAN 1/18" I8 PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR St 1 I tR. WOOD SHIMS ARE NOT ALLOWED. BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212" SHALL BE ACHIEVED IN 8" MAX OC (TYP) • . INSTALLAT1ON ANCHORS, SEE NOTE 2 • MIDSPAN 8" MAX (TYP) MAX (TYP) t 1013(16" MA14O.C. 62" MAX UNIT HEIGHT c INSTALLATION ANCHORS, 888 NOTE 8 ANCHOR LAYOUT -(FIN THRU FRAME (WOOD) MAX UNIT SIZE: 534/8 x 78 (W/ SWEEP LOCKS) DP? 87.5 'MAX UNIT WIDTH 3M0° DUB. ELCO ULTRACON P ONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 !'Midi 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH 70 ACHIEVEA MIN. EMBEDMENT OF 13/8" INTO2 BY WOOD SUCK. A MINIMUM EDGE DISTANCE OF 7(8 6.88 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TOACHIEVE A MIN. EMBEDMENT OF 1 12" INTO 2 BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE CF 1(4" SHALL BE ACHIEVED IN ANY DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATEJt)ALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LE88 THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY, OF 3=0.0S (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 P81. C. MASONRY - STRENGTH CONFORMANCE TO AVM 0-90, GRADE N, TYPE 1(OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS • PROPRIETARYAND CONFIDENTW. 11/28/11 FWVAAMA 100 (FIN WINDOWS). FMAFAAMA 200 (FLANGE WINDOWS), • THE INFORMATION CONTAINED IN 1148 ORAMIND 8 THEBW.E PROPERTY Or CUSTOM FMANUDMA 250 (BOX WINDOWS), FMAIAAMAMWDMA 302 (EXTERIOR DOORS). WINDOW SYST EMS. INC. ANY REPRODUCTION IN PART OR ASA'MOLE WITHOUTThE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. ISPROHIBITED. 8" MAX. OC (TYP) 4° MAX (TYP) 4' MANX (TYP) 8° MAX 00 CTYP)t INSTALLAT ON ANCHORS, SEE NOTE 8 ANCHOR LAYOUT -(FIN) THRU FRAME mom IMAX uNrr SIZE: 38 862 DP +87.8/ -78.0 SHALL BE ACHIEVED IN ANY DIRECTION. B UPDATED PER 2010 FBC . 11/08/2011 TEF LUCAS A. TURNER, FL. P.E., 58201 A UPDATED PER NEW FBC REQUIREMENTS 07107/2008 ,,�. p ;6EN,9e.....1yg,.A moms& noon 2- No 58204 .71 1800 SW 44TH AVE. 2.k. : * OCALA, FLORIDA 34474 k a irr:' S4A ?@ OF •' a lit °E�. ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT t 13.° i °144 °4 tlalES: 8100 OaAWN BY: ADE All: OS/10/2008 l'e; ` Q A ` �� i. X4 CA PVC SINGLE HUNG 3ROtvttE: NT SHEET. C CWS 155 B 2 OF 8 I I I I Si /� I o II �� I, I� II I 1 / v X II . INSTALLAT1ON ANCHORS, SEE NOTE 2 • MIDSPAN 8" MAX (TYP) MAX (TYP) t 1013(16" MA14O.C. 62" MAX UNIT HEIGHT c INSTALLATION ANCHORS, 888 NOTE 8 ANCHOR LAYOUT -(FIN THRU FRAME (WOOD) MAX UNIT SIZE: 534/8 x 78 (W/ SWEEP LOCKS) DP? 87.5 'MAX UNIT WIDTH 3M0° DUB. ELCO ULTRACON P ONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 !'Midi 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH 70 ACHIEVEA MIN. EMBEDMENT OF 13/8" INTO2 BY WOOD SUCK. A MINIMUM EDGE DISTANCE OF 7(8 6.88 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TOACHIEVE A MIN. EMBEDMENT OF 1 12" INTO 2 BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE CF 1(4" SHALL BE ACHIEVED IN ANY DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATEJt)ALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LE88 THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY, OF 3=0.0S (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 P81. C. MASONRY - STRENGTH CONFORMANCE TO AVM 0-90, GRADE N, TYPE 1(OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS • PROPRIETARYAND CONFIDENTW. 11/28/11 FWVAAMA 100 (FIN WINDOWS). FMAFAAMA 200 (FLANGE WINDOWS), • THE INFORMATION CONTAINED IN 1148 ORAMIND 8 THEBW.E PROPERTY Or CUSTOM FMANUDMA 250 (BOX WINDOWS), FMAIAAMAMWDMA 302 (EXTERIOR DOORS). WINDOW SYST EMS. INC. ANY REPRODUCTION IN PART OR ASA'MOLE WITHOUTThE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. ISPROHIBITED. 8" MAX. OC (TYP) 4° MAX (TYP) 4' MANX (TYP) 8° MAX 00 CTYP)t INSTALLAT ON ANCHORS, SEE NOTE 8 ANCHOR LAYOUT -(FIN) THRU FRAME mom IMAX uNrr SIZE: 38 862 DP +87.8/ -78.0 SHALL BE ACHIEVED IN ANY DIRECTION. B UPDATED PER 2010 FBC . 11/08/2011 TEF LUCAS A. TURNER, FL. P.E., 58201 A UPDATED PER NEW FBC REQUIREMENTS 07107/2008 ,,�. p ;6EN,9e.....1yg,.A moms& noon 2- No 58204 .71 1800 SW 44TH AVE. 2.k. : * OCALA, FLORIDA 34474 k a irr:' S4A ?@ OF •' a lit °E�. ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT t 13.° i °144 °4 tlalES: 8100 OaAWN BY: ADE All: OS/10/2008 l'e; ` Q A ` �� i. X4 CA PVC SINGLE HUNG 3ROtvttE: NT SHEET. C CWS 155 B 2 OF 8 • EXTERIOR 718" OVERALL INSULATED GLASS 178" ANNEALED 7117 AIRSPACE 8118" LAMINATED GLASS 118" ANNEALED .09T PVB INTERLAYER BY DUPONT V8° ANNEALED DURASEALBYTRUSEAL PURFECT GLAZE °H" OR SIKAFLEX 882 1/2" GLASS BITE 7/B" OVERALL INSULATED GLASS 118" ANNEALED 7/18" AIRSPACE 8/16" LAMINATED GLASS 1/5 ANNEALED 097 PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 ; 112" GLASS BITE FIXED LITE SASH LITE 718" OVERALL INSULATED GLASS 1/8° TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090° PVB INTERLAYER BY DUPONT 1/8° ANNEALED DURASEAL BY TRUSEAL PURPECT GLAZE•°H° OR SIKAFLEX 582 7/8 OVERALL INSULATED GLASS . 1l8" TEMPERED 7/18° AIRSPACE 5118" LAMINATED GLASS 1/8 ANNEALED .080" PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL PURPECT GLAZE "H" OR SIKAFLEX 852 1/2" GLASS BITE • FIXED LITE PROPRIETARY AND CONFIDENTIAL 111'3%1.1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF TOM WINDOW SYSTEMS, INC. ANY REPRODUCTION RI PART OR AS A WHOLE WITHOUT TEE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHR/SITED. GLASS TYPE B FULL SIZE SASH LIT1= B UPDATED PER2010 FBC 11/0812011 TEP_ LUCAS A. TURNER, FL P.E., 58201 A UPDATED PER NEW FBC REQUIREMENTS 07/0712005 WINDOWS S DOORS 900 SW 44TH AVE. OCALA, FLORIDA 34474 '1111EGETAIL - LARGE MISSILE IMPACT • sfRIEB: LAET 8100 )RAWNHY, , )ATE: 08N0/2008 1'dODEL: O NO.: PVC SINGLE HUNG GALE: 1:1 WO OVUS -155 EV. LETTER: B SHEET: 3 OF 8 SECTION VIEW A•A SECTION VIEW B -B SECTION VIEW C-C ALTERNATE FIN DETAIL NOTE: ITEMS 22,27;28,33 -37, 43-45 ARE NOT SHOWN, ITEM 31 IS NOT USED IN THIS WINDOW. THE INFORMATION CONTAINED IN THIS DRAWING S THE SOLE PRO M WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. B UPDATED PER 2010 FBC 11/00/2011 TEF LUCAS A. TURNER, FL-P.E., 58201 'A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 itl Bt *Ql %N 5tREW ,4,. ,� ,ne..y (J,p"� 4,fiOgt.+AtiG EPfsF..'y+'�ii ~-7741 No 58201 '3��a 1 *; *. '2* •. S 17 STATE OF } eci mums S 1900 SW 44TH AVE, OCALA, FLORIDA 34474 Tin.E. SECTION VIEWS 53 18" x 78"- LARGE MISSILE "IMPACT ATE: 08/10/2008 MObNL GAIL: WIG NO: PVC SINGLE HUNG NTS CW5 -155 REV. LETTER. 8 ?' 4 OF 8 SERIES: 8100 RAWN 0Y: ADE SECTION VIEW A-A TYPICAL HORIZONT SECTION NOT LEFT SIDE SHOWS FIXED is CUTAWAY, RIGHT SIDE SHOWS SASH CUTAWAY • ALTERNATE FIN DETAIL SECTION VIEW C-C NOTE: ITEMS 22,270,33- 37,43.48 ARE NOT SHOWN. ITEM 31 1S NOT USED IN THIS WINDOW. PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED fN, TEES DRAWING IS THEME PROPERTY O ST WINDOW SYSTEMS, INC. ANY REPRODUCTION 7N PART OR AS A WHOLE WITHOUT THE WRtiTETt PERMISSION OF CUSTOM WINDOW SYSTEMS, INC, IS PROHIBITED. LUCAS A. TURNER, FL F.E. 58231 R UPDATED PER 201 FBC i1/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ALE' SECT(ON VIEWS 38° x bBRIE5: 8100 GDS PVC SINGLE HUNG 82° - LARGE MISSILE IMPACT 'JAYS: 0811O120o8 DRAWN BY: ADE SCALE: NTS REV. LziTCR: R No CWS -15S SIAM' OF 8 ITEM # PART # DESCRIPTION MATERIAL. VENDOR CORNER 1 146031 Frame Head, Fig, Slilgie Hung RIGID PVC MACRON 3118 -' 3118° 2 H -8031 Fran SID,Flg,SklgleHung RIGID PVC MIIRON ri j 'r�' 1118° f� R i '. 63/16" = p C•N r K 3 H -8031 FransJanb,Flg, Single Hung RIGID PVC MACRON 21 1119^ 1 1118" , 4 H -1838 Alum Flxed Mast. Rao ALUMINUM 1 111 jflJI 5 58083 Fixed Rail Cover RIGID PVC MIKRON • MACRON } 1 efa° �� 8 H-8027 Sash Top Rai RIGID P10 MACRON 110" 111 © 39119° . �� 7 11497 Reinforcement for STR ALUMINUM KEYMARK 0 t ''. CORNER WELD (ALL 81068) ;S O 8 H-6028 Sash Bottom Rail RIGID P/C MACRON f II 9 11-1699 Rektforcement for SSR ALUMINUM • KEYMARK el PVC SASH TOP RAIL -8027 10 146004' Sash SIde Rai RIGID PVC MACRON PVC FRAME 11 8-1498 Rek farcement for SSR ALUMINIUM) KEYMARK FLANGE -6031 PVC FRAME FIN-604,8 • 12 8.6094 Glezing Bead RIGID PVC MICRON 13 P3118 Keeper, Sw eep Lock STEEL SULLIVAN 13196° 11bt18" 1/19" . 14 P3541 #8 x 1/2”, Pan Head, Tek ZINC FASTENAL 15 P4632 Sw eep Look ZINC SULLIVAN • 1 " e 1116" sir __,, • 1 1, ,� ■ II� 1 16 P-4633. Barrel Fastener STEEL FASTENAL 1119° 8111f 17 Block &Tackle Balance STEEL CALDWE.L ■ 1 Vi■,[111111 O 18 Purred Glaze "H" or Silwflpx 552 SILICONE . HEKEL/6MA 18 Sash See Gtazitlg Chart (pg3) GLASS CARDINAL • PVC SASH SIDE RAIL • • PVC SCREEN SUPPORT - 8014 PVC SASH 13111. RAIL -8028 20 Fixed Sae Glazing Chant (pg3) • GLASS GAR 34 L FIXED MEETING RA L SCREWED TOGETHER WITH OUTERFRAME 21 P-3429 Wstp., 0. 270 x 0.187 back FinSeal NYLON' ULTRAFAB 22 P4638 #8 x 2 -112 PH Med.'Truss, Type A, TB( 2 STF9. FASTENAL -8004 23 #10 x1 112" Panheed SM s STEEL FASTENAL 0 2.18" Itr Ii'J • 24 Flat Washer STEEL FASTENAL 25 8-8014 Soreen Catch RIGID PVC MACRON 1118° 18119° 1f18° 26 6 -6013 Screen Support RIGID PVC MACRON 1/161 516' 27 P-4051 #8 x 1 114° Ph Fh TEK, W L ZINC FASTENAL { 28 P -3748 #8x 0.825" Quad Ph 'IV, Wht. ZINC FASTENAL 172° 1° . • L_ —1 1r2° 78, PVC SCREEN 1h18° 29 P3783 Impact, act, Lock STEEL INTERLOCK ALUM. FIXED RAIL -1839 • 30 P-4069 BlpaCt, Keeper STEE. INTERIM( . SASH STOP -6028 CATCH - 0013 ALUM. REINF. TOP RAIL -1497 l-.-• 114" 31 P4264 #8 x 3/4 PH P11 w/#8 Head, TOO, Wht STEEL FASTS AL 32 P3218 Screen Frame ALUMINUM ALLMEFAL 33 P3321 Screen Corner Key PLASTIC MISM 34 P-3228 Screen Spine RUBBER DADA 7/8° e 112 " 1119° --- 3a .1 35 38 83581 P -3033 Screen Cloth Screen Spring V AVYL STEEL. WEER HURLEY 1___ O I., 3/4^ C 37 P3029 Screen RIB Tab STEEL HURLEY 9 � "' Jv PVC OLAZINO BEAD -908A L SCREW SUPPORT 3113 1/18' 9118° 38 P-3352 Set Bit 1/8" x 818" x 2" RUBBER FRANK LOWS 15119" 39 P4788 #8 x 5/8 Hill Pan Z1110 ZINC FASTENAL ALUM. REINF. S.B.R./13.6.R. -1499 ALUM. REINS. BTM RAIL-189$ 40 P4479 Weepeover PLASTIC M&M 41 P3113 Screw Support RU66 R TEAM 046" Lt1CASA. TURNER, FL. P.E., 58209 B UPDATED PER 2010 FBC 11/08 /2011 TEF 42 P-8025 Sash Stop RIGID PVC MACRON A UPDATED PER NEW FSC REQUIREMENTS 07/07/2008 43 P3059 Saab Cam PLASTIC M&M 15/19" i- a "'* i' ti r1zi fo 4. �,4Sd, V M'"$ °'° 7�'. .+ tfo 58X1 6 • * TM 1.6 • r % STATE OF .-Itrti :. CJ : , 0.0." ~j °�eO.. OA:: �,'` tllp i �A 11�714ti�' I� Seam Sealerr SILICONE SCHNEE »'lNno� 0 45 P3342 48 P3752 Hole Pug PLASTIC MUM 47 H-6048 Frame Head, FIN, Single Hung RIGID•PVC MWMON 1800 SW 44TH AVE. OCA . ,FLORIDA 34474 48 P-4959 Wetp., 0 420 x 0.187 back NYLON ULTRAFAB -L -811 ®" PVC FIXED RAIL,COVER -9063 • y_ 9� �/}� NOTE: ALL ALUMINUM EXTRUSIONS ARE 6083 -T8 THE INFORMATION CONTAINED IINNTFRDRAAWIINGIIBC TTHE SOLE PROPERTY0FCUSTOM VIANDOW WRITIEN PERMISSION OF CUST�OMOWINDOW SYE1•EME, INC. 8PRROOHI PROHIBITED, CTS: EXTRUSIONS / B.O.M: LARGE MISSILE MPACT sard5s: 8100 DRAr74H81r AOE "aArE: 08/10/2008 M C SINGLE HUN 80416, 1:2. � GId°:CWS -185 REV. LETTER: B ' alikLT: 8 OF 8 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2112" MIN, 000E DIST.- IC] CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER INTERIOR FINISH BY OTHERS SEALANT BEHIND 'FLANGE BY INSTALLER INTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 3118" DIA. MASONRY SCREW WITH WASHER THRU SCREW SUPPORT 1.01 1 114" MIN. EMBEDMENT [01 • rar 4r4 r °r• 2112° MIN. EDGE DIST! 4 6 [01 • rar4r4 r4ra .1114" MIN. EMBEDMENT [0] 114° MAR. SHIM [5] 1 318" MIN. EMBEDMENT rol 114" MAX. SHIM [8] INTERIOR'FINISH BY'OTHERB 1 BY WOOD, BUCK BY OTHERS. IA1 114" -MAX. SHIM 151 INSTALLATION ANCHOR, 3115" DIA, MASONRY SCREW WI TH,WASHER THRU SCREW SUPPORT [01 EXTERIOR SEALANT UNDER SCREW HEAD BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS 1 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, 3115" DIA. MASONRY SCREW w1NEOPRENE • BACKED WASHER THRU SCREW SUPPORT • [0] BOTTOM SWEEP LOCK ACTIVATED ONLY DURING HURRICANES. 114" MAX SHIM CONCRETE/MASONRY BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS VERTICAL SECTION 7 FRAME (MASONRY) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS 1 114° MIN. EMBEDMENT 101 2112" MIN. EDGE DIST. [0] EXTERIOR FINISH '6Y OTHERS PERIMETER SEALANT BY INSTALLER HORIZONTAL SECTION FRAME (MASONRY) • SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS EXTERIOR EXTERIOR SEALANT BEHIND FLANGE BY INSTALLER 1 k]I , rea l ■I' I qtr 142!!i D �p • • ; y •D• 9•. 3'. e' rD •. •D D.' •Da 'D,DS D 'OP tiD •�� D w D • 4 • 'D >•4D °000••0 •DD' D►� D. t°YM°4� %.•••••:s PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS REFERENCE NOTES: IA) SEE NOTE 10, BHT 1 IBJ SEE NOTE 2 &3,.SHT 2 103 SEE NOTE •4, SHT 2 SEE NOTE. 8, SHT 2 fTTIALTERNATE PRECAST SILL DETAIL Z./ FRAME (MASONRY) PROPRETARYANO COAFIgEMU%L THE INFORMATION CONTAINEII IN THIS DRAWING IS THE SOLEPROPERTYO C OM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITEN PERMISSOMOF CUSTOM WINDOW SYSTEMS, NO ISPROHISR EO.' LUCAS A TURNER, FL, RE., 50201 7/8' MIN. EDGE DIST. ID] INSTALLATION ANCHOR, 610 WOOD ANCHOR WITH WASHER THRU SCREW SUPPORT ID] '.2.BY WOOD BUCK BY OTHERS [A] SEALANT BETWEEN • BUCK AND OPENING BY OTHERS (C., HORIZONTAL SECTION ‘..Z,! FRAME (WOOD) INSTALLATION ANCHOR, 3118° CIA, MASONRY SCREW w /NEOPRENE BACKED WASHER THRU SCREW SUPPORT jC] BOTTOM SWEEP LOCK ACITVATED ONLY • DURING HURRICANES. (SEE NOTE S, 8HT1) • SEALANT UNDER SCREW HEAD BY INSTALLER. 1/4° MAX. SHIM [5] 1114" MIN, EMBEDMENT 2 1/2° MIN. EDGE DIST. I01 UPDATED PER 2010 FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 t4111 r +,r p{y e0f 4. 7j Na .58301 • 144'e r;Nie * • *i 13\ STATE OF 4: WINDOWS & DOORS 1900 SW 44TH AVE. OCALA,.FLORIDA 34474 'INSTALLATION DETAIL FLG - LARGE MISSILE IMPACT 'E 8100 • 142DEL PVC SINGLE: HUNG '.YHAMJN BY: ADE • 'CALE: NTS iEV. LETTER: 8 ATE: 08 /10/2008 DWG NO.: CWS -155 70F8 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS 1 1/2° MIN. EMBEDMENT SEALANT BEHIND FIN. BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN SY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR, 58 WOOD SCREW *MASHER [EJ 2 BY WOOD BUCK BY OTHERS DAI 1f4" MIN. EDGE DIST. RI BOTTOM SWEEP LOCK ACITVATED ONLY MIRING HURRICANES (SEE NOTE 8, SHT 1) 114° MAX SHIM 1/4" MIN. EDGE D13T. [EI � VERTICALSECTION FIN (WOOD) 9312: MIN. EMBEDMENT CTYP) 2 BY WOOD BUCK BY OTHERS EAE INSTALLATION ANCHOR, 28 WOOD SCREW WITH WASHER 13] 2 BY WOOD BOOK BY OTHERS EA) INSTALLATION ANCHOR; 813 WOOD SCREW WITH WASHER t EMBEDMENT r SHEATHING BY OTHERS REFERENCE NOTES; jAJ SEE NOTE 10, SHT 'I3] SEE NOTE 253, SHT 2 EC] SEE NOTE 4, SHT 2 EDI SEE NOTE 8; SHT 2 EE] SEE NOTE 4, SHT2 114° MIN. EDGE DIST, EE1 1l4" MAX. SHIM 181 EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER HORIZONTAL SECTION PIN (WOOD) LUCAS A. TURNER, FL P.E., 88201 _ B UPDATED PER 2010 FBC 11108/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 140 58201 *1 +t :fit 130; STATE. OP 014+fi THE INFORMATIONCQNI 'ARNERP IN ITS DR AND ING IS 714E SOLE PROPERTY�US OM +''�3 !.;: {„4 ~'fir *oDEL: scALE: NTS WINDDTWNSY SYSTEMS, ma oANY REPRODUCTION PART INC, AS A WHOLE PROHIBITED. THE ea i4NA,'G,or, PVC SINGLE HUNG Rte. LETER• +r1,0 eete040 WINDOWS 83 1900 SW 44TH AVE OCALA. FLORIDA 34474 MINSTALLATION;DETAIL FIN -.LARGE MISSILE IMPACT SERIF' 8100 )ATE: 08/10/2008 Jvru. Na'CWS -155 HEET'. 8 OF DRAWN BY: APE Florida Building Code Online http: / /www.floridabuilding.org/pr /pr app dti.aspx?pararow,wGEVX., Bunn s Profess Re utation SOS Some Log to I LIB Registration Product Approval USER: Public User Product Approval Menu > Psuduct or Auo&catbn Search > Aon&ztlon L{st > Applicatbn Detai FL fk 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 t-1 Custom Window Systems Inc. 1900 SW 44th, Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 iniafevre@cws.cc Michael LaFevre mlafevre @cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291. btenace@cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala,. F1:34474. (352) 368 -6922 Ext221 jthompson@cws.cc 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) Evaluation Report from a Florida Registered Ardhitect or a Licensed Florida Professional Engineer . Evaluation Report - Hardcopy Received Lucas A. Turner PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received FL7067 R4 COI EvaiRep CWS -157& (HS -8200 IMPACT1.odf s- AAMA/W DMA/CSA/101/I.S.2 /A440-05 ASTM E 1300 -04 ASTM E1886-02 ASTM E1996 -02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 ')I1A /')A77 O.G[t AA Florida Building Code Online Equivalence ar Product Standards ' Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved • Summary of Products FL # http : / /www.floridabuildingorg/pr /pr app dtl.aspx?paravr— wGEVX.: Method 1 Option D 12/12/2011 12/16/2011 . 12/22/2011 01/31/2012 Model, Number or Name Description HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl FIg/Fin Horizontal Slider (Impact) 74x54, XO. 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, 74x54, DP =. +/- 60 psf, (Impact). Installation Instructions FL7067 R4 II CWS-157B (HS -8200 IMPAC Lodf Verified By: Lucas t1. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.odf FL7067 R4 AE EvalRep CWS -1578 (HS -8200 IMPACT).pdf FL70 7 R4 AE Mikron NOA 11 -0830 09.pdf - Created by Independent Third Party: Yes 7067.2 -1-IS -8200 Vinyl Horizontal Slider 11S-82Q0 Vinyl Fig/Fin Horizontal Slider, Impact, 111° x 63 ", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/ -60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Installation Instructions FL7067 R4 11 CWS -232B (HS- 200. XOX. IMPACi"I.odf Verified By: Lucas A. Turner 58201 *Created by Independent Third Party: Yes Evaluation Reports - F17067 R4 AE DuPont PVB NOA 11-0624 0i.odf FL7067 R4 AE DuPont SGP NOA 11-0624 02.0df FL7067 R4 AE EvalRep CWS -2326 (HS -8200, XOX, IMPACT).pdf FL7067 R4 AE Mikron NOA 11 -0830 09 -pd( Created by Independent Third Party: Yes 7067.3 HS-8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x 62 ", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes . Design Pressure: +601-75 • Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. Installation Instructions FL7067 R4 11 CWS -399A (HS -8200, 73x62, 75DP, IMPACT).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11 -0624 02.pdf FL7067 R4 AE EvalRep CWS -399A (11S -8200, 73x62, 750P, IMPACT).pdf FL7067 R4 AE Micron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Ljrflits Of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +1- 60 psf, Al. FMR. Installation Instructions FL7067 R4 11 CWS -186B (HS- 8200. 72x63. IMPACf).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.odf FL7067 R4 AE EvalRep CWS -1866 (HS -8200, 72x63_ IMPACT).pdf A 11 AN1A1+:4 ft-GA Alt Florida Biiilfiing Code Online J1 _rn http : / /www.floridabuiiding.org/pr /pr app dtl.aspx?paratn wGBVX.; FL7067 R4 AE Miicron NOA 11 -0830 09,pcI Created by Independent Third Party: Yes Contactlls :: Phone: 850- 487 -1824 1940 North Monroe Street. Tallahassee FL 32399 - *The State of Horth is an AWEEO empbyer. ght 2007 -2010 State of Fbd da- : e P ay+ Statement :: A,2essl68ty stgta_mn_nt •• Refund Statement' Under Flory law, e•mad addresses are public retorde. If you do not wart your e-mall addnss released in response to a public- records request, do not send electronic man to this entdy. Instead, contact the offlte by phone or by traditional mall. ff you have any questions regarding OOPS's ADA web etcessl .y, please contact our Web Master atwe .us. Product Approval Accts: scarritom tredi A;. ')17 AI' A1') A.GA AA Lucas.A. Turner, P.E., MBA. 2080 Mauve Terrace North. Port, FL 34286 Ph. 941 -380 -1574 Evaluation Report 157B . December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 74" x 54" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44t` Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. 'The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL -210- 3671 -1, -1A, -2 and -2A, and NC`1'L- 210 - 3433 -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/1.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -157B, signed and sealed by Dims A. Turner, P.E. on 12/7/11 . Installation: Units must be* installed according to approval document CWS -157B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 74" x 54" unit size, with max. glass daylight sizes as shown in CWS -157B • Achieves design pressures of +/ -60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone Requires glazing as shown in. CWS -157B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11- 0624.01 • Requires outer lite in LG. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11- 0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. l do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A. Turner, P.E. 2011 -12 -07 12:57 -05:00 _ 111elrrtrf No .58201 1 IV ! i e, • F{ STATE OF "stir 12/7/11 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACTl 75114" MAX OVERALL FLANGE WIDTH 7.41 MAX UNIT WIDTH yd/2" MAX. SASH WIDTH 6555 l4" MAX OVERALL FLANGE HEIGHT MAX UNIT HEIGHT 49 13118° GLASS 0LO 333118' GLASS DLO "0 33 3(15' GLASS DLO ZE. I DESIGN PRESSURE RATING ±60 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE AND NOTES 2 DESIGN PRESSURES & GLAZING 3 SECTIONS & ALT. FRAME 4 EXTRUSIONS & BILL OF MATERIALS 5 INSTALLATION DETAILS 8 -7 Luaus A Tumor, P5. V `I 471/4' GLASS DLO 509116" SSASH HEIGHT 2011-12-07 11:43.05:00 PROPI9ETARYAND CONFIDENTIAL 1217/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERWYOFCUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X" OR "X/O" 4. DESIGN PRESSURE RATINGS. - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E -1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E -1300. 5. ANCHORAGE: THE 3S 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD'ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED, THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE W1NDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING.RAIL AND JAMB. • 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER "0/X., "X/O": NCTL 210. 3671 -1,1 A, 2, 2A, NCTL - 2103433.2, -2A (WATER) 9.• SERIES / MODEL DESIGNATION HS-8200. 10,1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. RUCK OR FRAMING 1S THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X= OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 13. WEEP SLOTS =1/4 X 1" LOCATED 4 " FROM BOTH ENDS B UPDATED PER 2010 FBC 11/09/2011 LUO ,3D.. TURNER, FL P E.83201 A UPDATED PER NEW FSC REQUIREMENTS 7/0712008 iibluffiraf! ,� ,; No 5S201 ~t. i* S A: STATE OF d iroo � r 4 44947 r", 14INDOWS {} DOOMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 r11 ENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT SERIES:8200 DIiAWNT{Y: rrX�O�L. PVC HORIZ. SLIDER ALE' YtEV.LETTER: B SHEET: ADE OATS: 3/16/2010 NTS yrO NO` CWS -157 1 OF 7 S" MAX OYFI OF MAX (TYP) 14" MAX 0.0. (TYP) 13 MAX 0.0 ([YP) 0 —SEE NOTE 2 A 't. SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. 4" MAX. (TYP) MM. 0.0 SEE NOTES 4° MAX. (TYP) 8" MAX O.C. O YA) ANCHOR LAYOUT (FIN) THRU NNIJNO FIN (WOOD OPEWNq • NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD, 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. • ONRYANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOLS BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL ON. 5.410 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1316" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN•EITHER DIRECTION. S. 48 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 11T' INTO 2 BY WOOD RUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION, SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. , 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHOR& SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIO.GRAVI IY OF G=0,55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 P31. 0. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMANAAMA 100(F1N WINDOWS), FMA!AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMNAAMAWDMA 300(EXTERIOR DOORS). z. PROPI88TARYAND CONFIDENTIAL' 1217/11 THE INFORMATION CONTAINED IN INS DRAWING 18 THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEM$ INC ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC.18 PROHIBITED. LUCAS A. TURNER, FL P.E. 88201 B 'UPDATED PER 2010 FBC N 1!09!2011 A UPDATED PER NEW FBC-REQUIREMENTS 7/0712008 �t No 5$201 VA M 1900 SW 44TH AVE. E *1 7 t.* 3 OCALA, FLORIDA 34474 t. a C �C: 1111::,. ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT 9©.�, STATE 0 ,. blur sEr�82O0 x {AVY l Y. ADE DATE 3/18/2010 4.4:i i R ;;;.; (.�titi� iaGOEI °CA E: ) Nt1 NO.. 7 ll'il f� i tIt PVC HORIZ, SLIDER ftbv R B T: C 2 oF17 7 7/8" OVERALL 118" ANNEALED or TEMPERED 7118" AIR SPACE 6118" LAMINATED 1/8° ANNEALED GLASS .080 DUPONT PVB INTERLAYER 118" ANNEALED GLASS PURFEOT GLAZE "H° 81KAFLEX 562 PROPtUETARY AND CO4¢IDENTI L 12 /7/11 THE INFORM TION CO COARMJNED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW 8Y$TEM8. INC. 18 PROH81TED. LUCAS A. TURNER, FL P.E. 58201 a ;�*t I1Ili WWo +yLiGEL }rd . No 88201 w i *c" i\ STATE OP r per itiNALLTP, B: UPDATED PER 2010 FBC A UPDATED PER NEW FBC REQUIREMENTS 111001201 1 07/07/2008 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 41TLa: GLAZING - LARGE MISSILE IMPACT SERIES: 8200 *AWN 3v' ADE MODEL: PVC HORIZ. SLIDER AL 1:1 DATE 3/18/2010 ...._..... NO:' CW8.157 REV LEiren. SNEST. 3 OF 7 TYPICAL VERTICAL.SECTION NOTE SHOWS FIXED GLASS CUTAWAY. EXTERIOR INTERIOR SECTION VIEW A-A SECTION VIEW C-C ALT. FIN FRAME SECTION &8 DETAIL C (HEAD IMPACT HOOKS) MOTE: ITEMS 23.29, 32,33, 41,42,45 ARE USED BUT NOT SHOWN FOR CLARITY. PROPRIETARY AND CONFIDENTIAL 12/7 /11 THE INFORMATION CONTAINED IN TM DRAWINGIS THE POLE PROPERTY OF=Tom WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTENPERMSEION OF CUSTOM WINDOW SY$TEMS.1NC. IS PROHIBITED. IMPACT HOOK SPACING: 1) HEAD HOOKS: • A) 8° FROM UNIT EDGE TO EDGE OF HOOK • B)' ATHIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81314° Dry INNER HOOK 370 FROM EDGE OF MTG RAIL 2} SASH CATCH: A) 2 -1I2° FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH 18 GREATER THAN OR EQUAL TO 81314 °. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114°. LUCAS A. TURNER, FL P.E. 58251 B' UPDATED PER 2010 FBC 11109/2011 A (UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 9 pt1DREW fit I W,ON,NeE6143.e< tps [` 13,1;4 ININDOWS DOW3 & DOPRS Fit 410 55201 1900 SW 44TH AVE. _ * g OCALA, FLORIDA 34474 SECTION VIEWS 8 ALT. FIN FRAME -LARGE MISSILE IMPACT II* ' it 91 N. STATE Cf f Gi St i rtt���� ft,, 1:;;e„t4.AA �RIrs:8200 sm.' PVC HORIZ. SLIDER Y: ADE ' NTS • kAEV.LEfCEh� B 3110/2010 ' CWS -157 • 4 OF7 'tom Part /1 DeatripHap Vendor Materials • ©0Q O SASH CORNER . FRAME CORNER 1 1+8031 Mahn Fr., SH, w/Flg., INC, Head /Akron Figld PVC 3 v 3118„ 1-.---23/16° 1-.---23/16° CONSTRUCTION CONSTRUCTION 2 1.5031 Main Fr., 61-I, w/Fig., INC, 611 'Akron Rigid PVC VW 211/18"��'i_ ii" i 3 H-6031 Main Fr., SH, w /Fig., PVC, L. Jb, Micron Rigid PVC ��� 81118" Lam- I� III' t1 .7.7•••••;,..., \ 4 H -0031 Main FY., SH, wiFtg., PVC, R. Jb. Mkron Rlgkl PVC t 1 �j 1/18° 5 H -9838 Meat. Rail, Fxd Keymark Aluminum IY.� 6 H -1497 Rehm. Sash Meet Rail Keymark Akrnlnum 30/18° CORNER WELD {ALL SIDES) 7 H -1899 Relit. Sash Pull Rau Keymark . Akumnum r1� • CORNER WELD (ALL SIDES) ',','W- 1-f t i� III I . 9 PVC SASH MTG. RAIL-8027 8 . 1-6004 Sash Top /Bet. Rail Mkran Rigid PVC II 11 1118° 9 1.6027 Sash Meet Rai, WC; Micron Rigid PVC FLANGE -8031 10 11-8028 Sash Side Rail Micron Rgld PVC PVC FRAME • 13118 . ...-• 1 15/16„ FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 11 51488 Rsh1f.S.B.R.1S.T.R Hdriz. Keymark Alun6num 3118 " -- -1 PVC FRAME F!N 8028 1t+e° 18x8° 7M8" • 12 5-1668 Sash Catch Keyrrmrk Aluminum 118 "' 13 5 -1677 Parrs Catch, Head � Keymark Aluminum � � �m_ 14 6-1776 Roller, track, Keymark Atuminum i 19 16 5-8013 8-8014 Sam. Adapt., w/N1b, I- Ioriz. Sem. Adapt.,Vert. Micron ?Akron Rgid F C Rgld PVC M � ALUM. 6J8" S.B.RJB.S.R. -1498 • PVC SASH TOPIBTM RAIL8004 PVC SASH SIDE RAIL -6028° 11 8.8063 Meet Rawl Cover Micron Rgld PVC 0 - i ---=-- 0 18 8.8084 Gaze Bead Wren • Rgld PVC 20 21 8.1112 P-3010 Glazing Bead Bulb Vhtyl wt Rlgld Base, .360 High Keymark Amesbury Aluminum 1 112" 911 f 21/8" 1t98° 1118" 1118" 4/4,, 23 P-3029 ScreenR4lTab F.lrley Steal �L[.._ 24 P -3033' Screen Spring, SS Fla Screen, Stainless Steel 5/18' 6.000 7B" • 25 P4113 Screw Support, PVC Team Piastre Rabbet ALUM. SASH IMPACT HOOK -1558 26 P-0838 #8 x 2 1/2" R1 TRUSS SUS 9d mtg tai Fastens! Steal PVC SCREEN SUPPORT- 8014 PVC GIAZ666AD -5084 27 P-3118 Keeper, Sweep Lock Suiivan ' Zlnc • 28 .P -3168 Roller, Tandem - M&M Nylon — _ ALUM FUtEDRAIL - 9838 « " 29 P-3218 Soreen Frame Abatis' Aluminum 30 P4228 Screen Spline, .155 pia, B& Daps 32 83321 Screen Frame Comer Key . Magnolia Nylon 1T "_ t 0 1 118° 1/18 1 1/4" ,s, 1116" 33 P4342 SeamSeater,.6M -650$ Schnee &bone PLAN VIEW (� I� 1/2" 1/18" 34 P4352 Set Bic, 66•Dur.,1t8 "x5/8° x 2 "'Lg, Frank Lowe Rubber I —r• 7118" j 35 36 83429 Wstp., 0.270 x .187 baok FInSeai, Gray Purfoot Glaze "Fr, SikaF7ex 662 • Ultrafab Henkel t 88m }j f ALUM. BASH MTO. RAIL -1497 PVC SCREEN CATCH - 8013 AWM. ROLLER TRACK -1778 37 83611 98 x 518" Pan Sq. TEK, Wht. Fastens' Steel 98/18° 38 P- 3641 #8 x 1/2" Screw, Frame Impact Catch Fastens' Steel 7J8„ } N 111 ` 1r IMPACT HOOK -1577 314° 0 7118; 39 P- 3569 #8 x 3/8" Screw, Freime Impact Catch Fastens' Steel r`3" I 3118° 40 41 P -3581 83613 Screen Cloth, 16 x 16 Flborgiass OM Lbl. (logo) Fifer F bergtasa ALUM. FRAME 15/18" 1118" • SCREW SUPPORT -3113 • 42 P -3738 l' -8200 Gold Cert. Gebel, NFRC Tab, Impact PLAN ALUM. SASH REINF, -1899 43 P-3752 Cap Rug, 1/2" Hole M&M Nylon 44 P•3783 Look, Impact Nterloak Zino 1118" 9/18" B 14PDATED PER 2010 FBC 11108(2011 45 P 4881 Temporary Lbl. (NFRCIDP) 47 P-4051 #8 x 1 1/4" P1 FHTEK, W Wt. Fastens' Steal 16!18° f 74° LUCAS A. TURNER, FL P.E. 68201 ^ A UPDATED PER .NEW ESC REQUIREMENTS �07l07l2408 48 P-4069 Keeper, Impact • . Suiivan Milo 9,E g ALUM GLAZE BEAD -1112 a+t ;it silprkt,i 1yi, fgSO�E ti" .?t,1", .+" G :t , y� .1'o i:3tPOSi� "• �j �+" • J • ;LL +r No 58501 `;'# " :41 ` * E. I. " I. ,� in 4 /% {�^�� 14TNDOiyS 8 DOORS 49 P4479 Weep Cover w/ Flap, M&M Nylon • 50 1xA632 Sweep Lock Sullivan ZInC PVC P1030 RAIL COVER - 0083 .Z Z- 51 P 4633 1!2" Barrel fastener • Fastens' Steal 900 SW 44TH AVE. • OCALA, FLORIDA 34474 ; 52 Cass SEE St -EET3 Cardinal Cardinal 53 11-8026 Nish Fr., SH w /Fid Micron Rgld PVC TALL ALUMINUM EXTRUSION ARE 81583 -T8I r * 1 ` ,""4 T. ita ;'PQ's S1'A7`E OF AV`1 ''i'1`' "•.. 4' •••,47#/ ",* IS. 0,6..4 Sh" ""f 1 aRi 1+ s "'�`�,, ter® %p1 � ��+ Tui�: EXTRUSIONS & S.O.M. - LARGE MISSILE IMPACT 84 P-3429 Wstp., 0.420 x .187 back FlnSeal, Gray Larded) 9E IEa 8200 DRAWN BY: ADE oars: 3/16/2010 MOTE: ITEMS 19, 22, 31, 48 ARE OT USED IN 11118 PRODUCT. PRCNNu9lesMYAND c0NFlDENC41. 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING I8 THE SOLE PROPERIY CUSTOM WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC PROH aErtRD. WITHOUT THE brOOEL: PVC HORJZ. SLIDER $ A4a: 1;2 "G. Ws' CWS 1 �7 R L� B TNEEri 5 OF 7 :CONCRETEIMASONRY SY OTHERS SEALANT BETWEEN BUCK AND OPENING.BY OTHERS 2 112" MIN. EDGE GIST. [CI 1 1/4" MIN EMBEDMENT [Cj EXTERIOR FINISH BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS 114" MAX SHIM [BI BOTTOM SWEEP LOCK ACTIVATED ONLY . DURING HURRICANES. • D BUCK 8? BY OTWOOHERS (A( 114° MAX SHIM (51 INSTALLATION ANCHOR, • 3118" DIA MASONRY SCREW. W/ WASHER THRU SCREW SUPPORT IC( • 2 1/2" MIN. EDGE DIET. C °t• 3' MIN, EMBEDMENT (D( 7/6" MIN. EDGE DIST. ID1 INSTALLATION ANCHOR, 010 WOOD ANCHOR, W1 WASHER THRU • SCREW SUPPORT (DI .-11"--L 2 BY WOOD BUCK • I BY OTHERS, SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS 1 BY WOOD BUCK BY OTHERS [AJ Lite MIN. EMBEDMENT • [Cj PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER 114° MAX SHIM (8J INSTALLATION ANCHOR, 3/18" DIA MASONRY SCREW W/ WASHER THRU SCREW SUPPORT [C] INSTALLATION ANCHOR, 3118" DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT (CI BEALAN"UNDERSCREW HEAD BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4° MAX SHIM (B) CONCRETEIMASONRY BY OTHERS 0 6 A VERTICAL SECTION FRAME (MASONRY) SILL STOOL BY OTHERS USE 801.10 W000 SUPPORT TO MAKE SILL LEVEL, BY OTHERS ,1 1/4" MIN EMBEDMENT • IC] 21/Z MIN. EDGE DIST. Cr(P) PERIMETER SEALANT INSTALLER EXT6 JoSFINISI4 • BY OTHERS C) HORIZONTAL SECTION FRAME (MASONRY) SEALANT BEHIND FLANGE BY INSTALLER ° PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS SEALANT BEHIND FLANGE BY INSTALLE PERIMETER SEA BY INSTALLER NT C HORIZONTAL SECTION FRAME (WOOD) INSTALLATION ANCHOR, 3118° DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT (01 SEALANT UNDER SCREW • HEAD BYINSTAIER /4 MAX SHIM CONCRETE/MASONRY SY OTHERS s1r,D,vDD.op «vD 0 ALTERNATE PRECAST BILL DETAIL FRAME (MASONRY) FROFBETARYAND CON°IDENTSL 12/7/11 THE INFORMATION CONTAINED tN 1186 DRAWING IB THE SOLE PROPERTY OF CUSTOM VNNDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITI1OUTTHE WRtI TEN PERMISSION OF CUSTOM WINDOW SYSTEMS, tNC; iS FRCVS/ED. Lite. MIN EMBEDMENT 101 r TE: HEAD AND JAMB IMILAR FOR 2BY INSTALLATION, ILL INSTALLATION SAME AS SHOWN BELOW. r - -2.i2 MIN. EDGE DIST.. (Dl LUCAS A. TURNER, FL P.E. 58201 REFERENCE NOTES? (Al 8EE NOTE 10, BHT 1 XII SEE NOTE 2 &3, SKIT 2 IOj.SEE NOTE 4; BHT 2 [DI SEE NOTE 5, SHT 2 [Ei SEE NOTE 6, SHT 2 B UPbATED:PER2010.FB,C /k �UPDAYED PC- fYIdEW FBC'R 11/09/2011 EQUIREMENT8 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 07/07/2008 17711' INSTALLATION THRU'FRAME DETAIL - LARGE MISSILE IMPAOT SERIES:A200 ?RAwtuSY: ADE ']ATE: 3/16/2010 14006L' PVC. HORIZ..SLIDER '11' NT'S 'Y//G' CW8 -15 REV. LETTER B s+-F_ET: 13 OF 7 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER 1 112" MIN. EMBEDMENT • LEI WINDOW WRAP BY INSTALLER INSTALLATION ANCHOR, #8 WOOD SCREW • wJ WASHER. • PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN • BY INSTALLER L1J4 MAX SHIM LB] 2 BY WOOD SUCK BY OTHERS EA] 114_ MIN EDGE DIST EE1 PERIMETER SEALANT BY INSTALLER WINDOW WRAF BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS IX MIN EDGE DIST EE1 2 BY. WOOD SUCK BY OTHERS tA] INSTALLATION ANCHOR #S WOOD SCREW wJ WASHER [E] 1 1I2 MN. EMBEDMENT tEl 5 VERTICAL SECTION 7 FIN (WOOD) 2 BY•WOODEUCK BY OTHERS [A] INSTALLATION ANCHOR,. #S WOOD SCREW wt WASHER (E] . 1i/2° MIN, EMBEDMENT tEl SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS vIr MIN EDGE DIST tEl --1(4" MAX SHIM LB] SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER j'FHORIZONTAL SECTION T FIN (WOOD) PROPPoETARYAND OONFlDENT'L9L 12/7/11 THE tNFORMADON CONTAINED IN THIS DRAWINGS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOU<'THE WRITTEN PERMISSION OF CUSTOM WINOOW SYSTEMS, WC. IS PRONINITED. LUCAS A. TURNER, FL P.E. 68201 Na 58251 '+A z�' *: It to STATE OF kt+ FI c1.0.0 WINDOW WRAP BY INSTALLER REFERENCE NOTES: [A] BEE NOTE 18, 8HT [BJI SEE NOTE 2&3, SHT 2 [C] SEE NOTE 4, SHT 2 SEE NOTE 5, SHT 2 IE SEE NOTE 8, 8HT2 B UPDATED PER 2010 FBC 11/08!2011 A UPDATED PER NEW FBC REQUIREMENTS 37/07/2008 nriTND044'S 8 DOORS 1800 SW 44TH AVE. OCALA, FLORIDA 34474 inL£' INSTALLATION ANCHOR FIN DETAIL - .LARGE MISSILE IMPACT 5ERIEB:$2o0 `18ANRYEY, ADE DATE 3/18/2010 MO L: "tCAI.E: TUTS »/O NO.: CWS -187 PVC NORM SLIDER REV. LETYY5N . B • SHEET: 7 OF 7 Florida Building Code online http://www.iloridabUilding.org/pr/pr dtl.aspx?param-- wGEVX.. Florida pep rtmeaatti Busines Professi a Regulation BC'S Home t Leg In User Reglstratlon Product Approval USER: Public User uct ARpro'al Menu > ProdixE or A alb i SearrJL > y4pocatbn Ust > Apphcathn Detail FL* Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email Authorized Signature Technical Representative Address/Phone /Etnail n Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre @cws.cc Michael LaFevre miafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace @cws.cc Quality Assurance Representative JeffThompson Address/Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 'Ext221 jthompson @cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Id Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida Ucense PE -58201 Quality Assurance Entity Keystone Certifications, Inc Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R4 COI EvalReo CWS -157B (115 -8200 IMPACT}.odf Referenced Standard and Year or Standard) Standard year AAMA/W DMA/CSA /101/I.S.2/A440 -05 2005 ASTM E 1300 -04 2004 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 '7/1d./)a119 Q -.51 Al Florida Building Code Online bittp://www.floridabuilding.orepriprappdttaspx?paravGEVX.: 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 12/12/2011 12/16/2011 12/22/2011 01/31/2012 FL # Model, Number or Name Description • 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. 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, 74x54, DP = +1- 60 psf; (Impact). Installation Instructions FL7067 R4 II CWS -1578 (HS -8200 IMPACT).pdf Verified By: Lucas A. Turner 58201 _ . Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.pdf FL7067 R4 AE EvalRen CWS -1578 (HS -820Q IMPACi).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl FIg/Fin Horizontal Slider, Impact, 111" x 63 ", XOX. Limits of Use . Approved foe use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/ -60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Installation Instructlons FL7067 R4 II CWS -2320 (HS -8200. XOX. IMPACT),odf • Verified By: Lucas A. Turner 58261 Created by. Independent Third Party: Yes Evaluation Reports. FL7067 R4 AE DuPont PVB NOA 11 -0624 01.0df FL7067 R4 AE ,DuPont SGP NOA 1 -0624 d2.ndf FL7067 R4 AE EvalRep CWS -2326 (HS -8200. XOX. JMPACl.odf FL7067 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes • .7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x 62 °, XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure: +60/ -75 Other: Large Missile, 13" x 62 ", DP = + 60, - 75 psf, . Impact Installation Instructions FL7067 R4 II CWS -399A (HS -8200. 73x62, 75DP. IMPACT}.odf Verified By: Lucas.A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports -FL7067 R4 AE DuPont SGP NOA 11 -0624 02.odf FL7067 R4 AE EvalRep CWS-399A (115 -8200, 73x62, 7501'. IMPACTi.pdf FL7067 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum: MR. 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, 72" x 63 ", DP = +1- 60 psf, Al. FMR. • Installation Instructions • FL7067 R4 II CWS -186B (H5 -8200. 72x63. IMPAChodf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F17067 R4 AE DuPont PVB NOA 11 -0624 01.odf FL7067 R4 AE EvaiRep CWS-186B (H5-8200, 72x63. IMPACTl.pdf ')114/`)(11') 0•S2 A11 Florida Building Code Online h> : / /www.iloridabuilding.org%pr /pr app dtl.aspx?param.= wGEVX, • FL7067 • R4 AE Mikron HOA 11 -0830 09 f Created by independent Third Party: Yes Next Contact Us :: Phmre• 8 50.4$7 -i 241940 North Monroe Mm t.'ralb FL 32 �9 . The State of Florida is an AA/E50 ampbYer• Comer ht 2D07 -2010 $hate of FlorBda • • Prf, era y Statement : • AecessibB�lt Statement :: Refund .Statement Under Fbrida bar, a -raail addresses are public records_ 11 you do not want 1heur e-mail address released In response to a public- teCorck request, do not send electronic mall to this enU1y. instead, contact the office by phone or by traditional mail. @ you have any questions regarding DBPR% ADA web aa?essibIllti, please contact our Web Master at webmasteOtlimr.state.ftrt. Product Approval Acceplaro MI M c 4 ..A9 ')t1AMI1.1') 0.4,2 A'A Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 186E December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 72" x 63" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAG Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 1217/11. 2) Test Report NCTL -210- 3433 -1, -1A, -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard 3. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- • 2005, and ATM E 1886/1996.2002 3) Supplemental Calculations to support CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document MS-186B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 72" x 63" unit size, with max. glass daylight sizes as shown in CWS -186B • Achieves design pressures of + / -60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CW'S -186B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #1.1 -0624.01 • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 It of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire; a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A. Turner, P.E. 2011-12-16 14:38-05:00 set No 58241 s s° *Z 1743 $TAl.P O L • ri �`Ohl' 12/16/11 Lucas A. Turner, P.B. FL PE #58201 HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMPACT) 731/4" MAX OVERALL FLANGE WIDTH 72' MAX UNIT WIDTH 64 1/4° MAX OVERALL FLANGE HEIGHT G3' MAX UNIT HEIGHT 59.314". • GLASS DLO 0 50 5/1S" MAX SASH HEIGHT 58114" GLASS 01.0 TABLE OF CONTENTS <�0 32 3115" GLASS 01.0 GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE & NOTES 2 DP CHARTS & GLAZING "09"9X0" 3 SECTION VIEWS & ALT. FRAME "OX' XO° 4 EXTRUSIONS & BILL OF MATERIALS 5 INSTALLATION DETAIL , 8, 7 32 1/4" GLASS DLO Lucas A. Tumor, RE. 2011 -12- 0711:30 -05:00 ' • PROFRIETARYAND CONFIDENTIAL 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, IWO. IBPROHIBITED. PVC IMPACT REQUIREMENTS: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "OW, "XO' 4. DESIGN PRESSURE RATINGS: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E -1300. - POSITIVE DESIGN.LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST 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 SHEET 8-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OP.ERA110N OF THIS PRODUCT; BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND HEAD(S1LL. 8. REFERENCE TEST REPORTS: NCTL -210- 3433- 1,.IA, 2, 2A 8. SERIES / MODEL DESIGNATION HS-8200. 10. ix OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO'STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE OESIGNA110N X AND 0 STAND FOR THE FOLLOWING:.X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM 0/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION: 13.'WEEP SLOTS = 114" X 1" LOCATED 4' FROM BOTH ENDS LUCAS A. TURNER, FL P.E. 55201 B 'UPDATED PER'2010 FBC A UPDATED PER NEW PBC'REQUIREMENTS 112/7/2011 7/07/2005 gey.L■GEN& &Q,/N } rib &d RS . No 5E201 N-1.131 1900 SW 44TH AVE. -I * F * • S * OCALA, FLORIDA 34474 1"4 irs YrcLE GENERAL NOTES & ELEVATIONS - IMPACT "i 0.• STATE 8F ..Rryw4' 151/168: 7RAWNBY; SATE; �..,a p. "tia 4, 8200 ADE. 07/11/2011 'k'gj A' p taf��i� MODEL''PVC HORIZ. SLIDER ��E' NTS q +r NA1 �s�� xev.LETTER' B .""" CWS -186 VEST: 1 OF 7 6° MAX. (TYR) 12' MAX.O.C. mFJ 6" MAX (TYP) 17" MAX. O.C. (TYP) V FE. . Ij r SEE NOTE 2 A --e X SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE fl' THIRD POINTS ALONG THE FRAME JAME ga MAX. (TYF) 8' MAX. O.C. (IYP) SEE NOTE 6 P> 6" MAX. O.C. • INSTALLATION ANCHORS TYP. CcHOR LAYOUT - (FIN) LINO FIN N4OOD.OPENINS) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS RE(7D AT EACH SET 9F INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 1(4 ". USE SHIMS WHERE PACE GREATER THAN 1118" IS PRESENT. - 3, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED, NRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21(2" SHALL N. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318' INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE.OF 718' SHALL BE ACHIEVED IN EITHER DIRECTION. S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1(2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114' SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST.BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERIS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT )33 USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING.PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G40.55 (SOUTHERN PINE OR GREATER) 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE'I (OR GREATER), 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE, DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMAtAAMA200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),IFMNAAMA!WDMA 300(EXTERIOR DOORS). SWEEP LOCKS ONLY ENGAGED DURING HURRICANE, LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. PROPRIETARYANDCONFIDENTP.L 12/7111 THE INFORMATION CONTAINED IN T} S DRAWING 18 THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, IND.MY REPRODUCTION IN PMT OR AEA WHOLE WITFIOUT THE WRITTENPERMMSSION OR CUSTOM WINDOW SYSTEMS, INCAS PROHIBITED. LUCAS A. TURNER, FL P.E. 88201 7,t41:1 W 0 Nc 58201 * C.151.4 STATE OF 11214. yy3rpM1�p� n�,04 B 'UPDATED' PER 2010 FBC A UPDATED PER NEW FBC.RE4UIREMIENTS 12/7/2011 7/07/2008 WINDOWS S DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: ANCHOR SCHEDULE& NOTES - IMPA SERIES:8m `]PAWN SY: ADE 07(11/2011 MODEL: SCALE: N0.: PVC HORIZ. SLIDER NTS CWS-18B 11EE117- 2 OF 7 REV. LETTER; B I 4 p X III0�� CcHOR LAYOUT - (FIN) LINO FIN N4OOD.OPENINS) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS RE(7D AT EACH SET 9F INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 1(4 ". USE SHIMS WHERE PACE GREATER THAN 1118" IS PRESENT. - 3, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED, NRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21(2" SHALL N. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318' INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE.OF 718' SHALL BE ACHIEVED IN EITHER DIRECTION. S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1(2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114' SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST.BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERIS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT )33 USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING.PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G40.55 (SOUTHERN PINE OR GREATER) 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE'I (OR GREATER), 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE, DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMAtAAMA200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),IFMNAAMA!WDMA 300(EXTERIOR DOORS). SWEEP LOCKS ONLY ENGAGED DURING HURRICANE, LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. PROPRIETARYANDCONFIDENTP.L 12/7111 THE INFORMATION CONTAINED IN T} S DRAWING 18 THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, IND.MY REPRODUCTION IN PMT OR AEA WHOLE WITFIOUT THE WRITTENPERMMSSION OR CUSTOM WINDOW SYSTEMS, INCAS PROHIBITED. LUCAS A. TURNER, FL P.E. 88201 7,t41:1 W 0 Nc 58201 * C.151.4 STATE OF 11214. yy3rpM1�p� n�,04 B 'UPDATED' PER 2010 FBC A UPDATED PER NEW FBC.RE4UIREMIENTS 12/7/2011 7/07/2008 WINDOWS S DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: ANCHOR SCHEDULE& NOTES - IMPA SERIES:8m `]PAWN SY: ADE 07(11/2011 MODEL: SCALE: N0.: PVC HORIZ. SLIDER NTS CWS-18B 11EE117- 2 OF 7 REV. LETTER; B W18° OVERALL 118" ANNEALED GLASS Xitl DUPONT PVB INTERLAYER 118° ANNEALED GLASS PURFECTGLAZE "H" SIKAFLEX'582 718" OVERALL 18" ANNEALED or TEMPERED 7I1B' AIRSPACE 5118° LAMI 118" ANNEALED ,010. .DUPONT PVB INTERLAYER 118" ANNEALED PURFECT GLAZE "M' SIMPLEX 882 112° GLASS SITE GLASS TYPE B FULL SIZE zz. PROPRIETARY AND CONFIDENTIAL 1217/11 THE INFORMATION CONTAINED IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSTOM W%NDOW SYSTEMS, INC. AM' REPRODUCTION IN PART CR AS AWHiOLE WITHOUT THE WRITTEN MANSION OF CUSTOM WfNDOW SYSTEMS, INC. IS PROMOTED. • LUCAS A. TURNER, FL P.E. 56201 B tUPDATED.PER 20.10 MC A UPDATED PER'NEW FBC REQUIREMENTS 12!712011 7!0712008 to 0 1.11414 4 �,u> ;. ,,611.8° spy.,., e/ No $.8201 . fi�:'4. *� * fi`C IV '6' ; Ti': %- STATE OF ha • '-.#4`;044.9.5;,..0• "44,9,,,! its �;. wiNnolus Mims 1900 SW 44TH AVE. OCALA,.FLORIDA 34.474 nTtE. °XO° - "Or .DP. CHARTS .& GLAZING - :ARIES' /RAM SY: IaDE MODEL: NC LE: . PVC HORIZ. SLIDER 1:1 REV. LETTER B ACT Ayer' '07!1112011 Wo. NQ. CWS 18B EW' `3 OF 7 INTE13IOF2 EXTERIOR WOKE SECTION VIEW A•A TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED GLASS CUTAWAY SECTION VIEW C-C 61.1FMEMBAFBalE I' FF � 1MPAFADHO K PACING: ��" F jrriggPir.- ,-� A) 8" FROM UNIT EDGE TO EDGE OF HOOK. J_1 (� ( ' 1 S) A THIRD HOOK IS CENTERED IF UNIT WIDTH 18 GREATER THAN OR EQUAL TO 61 314 ". i / O) INNER HOOK 3 7/8" FROM EDGE OF MTO RAU:. 2) SASH CAT.CH: A 2 -112" FROM SASH CORNER TO EDGE•OF CATCH. 8) A THIRD CATCH 18 CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3(4 ". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114". FRAME HOOK LOC. FRAME.SASH CLIP DETAIL e (HEAD IMPACT HOOKS) OTE: ITEMS.27, 34, 30, 40, 41, 48, 1, 52.ARE USED HUT NOT SHOWN OR CLARITY. PRCPRET'ARYAND COFRDENTl41. 12f7/11 THE INFORMATION CONTAINED 1N THIS ORAWNGIS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC.ANY REPRODUCTION 15 PART OR AS A WHOLE WITHOUT THE •WRITIENPERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMSITED. LUCAS A. TURNER, FL P.E. 58201 B. UPDATED PER 2010 FBC 112011' A UPDATED PER NEW FBC REQUIREMENTS 10 21/7i07J200$ efaaat WINDOWS OR.S 1000 SW 44TH AVE. OCALA, FLORIDA 34474 i'1"` )C'• "XO" SECTION VEWS &ALT. FRAME • LARGE MISSLE.IMPACT SERIES:B �RAwN ¢Y: ACE 7ATE: 07111!201'1 MODEL: ALSO ',R'JCa. No.: PVC HORIZ. SLICER NTS CWS •188 REV. LETTER B SHEET: 4OF7 Aeat# Part Description , Vendor Mote Mal 3113° Q _ TAi[ • `. • =j. = * _ il _ 1 148031 Main Fr., SH, wlFlg.,IPVC, Head Milton RIC • NSTRUCTION 2 H-0031 Main Fr., Sli w/Rg., WC, Sill Micron WC- 81/6" 23118 !iii r U • k 21 1 +TJ �` 1 1■I ! _....., -� © I(� � - �,--�� t ,�2�1 -. 3 1.8031 Math Fr., 81.5 w/F[g., WC, L Jb. Mann • • PVC 4 1.8031 . Main Fr., S1i, wlFfg•� PVC, R M. f,P,aet. R M, Fxd. Cann Keymark WC _ Alum 1518! 3 1.1838 "!- 1.-C �- iplavili I� •.,,��.� 6 1•1989 RUN. 3. &818.8,8, Keyrr>erk • Alum 198" ��� - CORNER WELD CALL BIDES} ♦\ \ . \ \ \\ CORNER WELD (ALLSIDESd 7 H•6027 Sash Meet. 1a1, PV6 . Mlloon . FVC *� - 1p -_- , 8 41497 Rain!, Sash Meet. 1 K mark Alum M J • 38/18" PVC SASH M(0. RAIL -6027 9 14028 Sash Side Rat WC! Minn • WC 10 8•1488 Relnf. S,13.RJ8.8.R, Keyrrerk Alum PVC FRAME FLANGE-6M - 5/8 PIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 0 11. 1.8006 it3ot.I R PVC +- -1118" 12 8.8006 Anti lit AntILBt Mon' M3rnn WC PVC FRAME y -1778 •�--- i 13 58058 Ga. lid., 8/15 lent Norte. Mown • WC 1 9 /4° FBJ•8028 1 1/2" 1 --••�• + I4• 8.8058 GIa,Bd„67181arr1",�/ert. Nikon PVC I JJ - 1/•18° •� 15 5-6003 Fixed Rag Cover Micron PVC 15118° S,t38„ 7I78"� ALUMSA8J4MTG.PAIL -1497 ALU ROLLER TRACK { 3198" 16 8.8084 Gk. Fit, 7/B lent' A®Ivon PVC , � 17 S•8013 Sora.Adapt.,w /ND, WC Mron ' PVC 1 S$H6° 18 8.8014 Sam. Adept„ WC 1�van Pl�C t, 0 -, �� , j�� \ 21 R3604 Roller, Tandem Ml4RA Nylon PVC FIXEDRAILCOVER -8083 I U t • • 1813° ALUM 0 22 R3783 • Spring Lock krpaci,aWC interlock 4 ICI ���-i -4-11.41k- �, "� 23 84080 Keeper, Impact, WO btarbck FIXED RAIL - 1836 24 P•4479 Weep Cover w /Flap M8/4 Won 25 83558 58204 screw, Frajna trpapt Hook Fastenol Steel . , $/6° PVC SASH S @FRAIL -6028 26 P•3426 Watp .,0.270x.187 hack FInSeel,Cray U &afab 10/18" �!8 27 30 84938 P.4051W 178 x 2 812 Ph Tr ms M8 !S x 1 1/4 Rh FH TBZ, Wht. Ajax Fastens!. Steal Steel � ].p•---- 4��'�✓ 3118° h" 1/4" �� 3 c - I f PLAN VIEW ALUM SASH IMPACT 100X- -1508 PVC ROLLER TRACK 8005 3198" 778° ° - 3!4" fa 32 P4010 Blrlb Vinyl wt RIO Sane, High Fasten! Steel 33 P4511 .350 #B x 518 F4laure Pali Tek e/ toff r Fastens! Steel 1 F 34 89342 Seam Sealer, 845604 Schnee SScane 6064 ALUM 8.B.RJS.$.R, -1496 33 83762 Cap Rug, in" 1.1016 MBJtA Nylon H•-- 3 T 7 SCREWBUP. -�I �`�l/2"�'' •}-- 1--1 py0 GLAZESEAD- -3113 36 Pullout Mime "HP,SjkaFex592 Henkel/ S3e.Mane 38. R3352 Set 93., 85 Our., 1y" x 5/B" x 2" Lg, FrankLow a Rubber 39 P4883 1i3.8200 Sold Cert. Label, 1. R°Tab,knpactABTME,DADE MEd Nylon 1 .. 1 113 °+{ 40 83661 TerrporeryL3LC (*SCAM B/ B" r7� °� Ln_ r.1 y "Q'�! 0 3/18" 41 R3813 CWSLbL(logo) �� 9 42 MASS SeeSheet3 43 R4832 _ 08,eep Lock Subvan Zbc 1J2„ 44 83118 Keeper, Sweep Lock Sinn Zinc ALUM GLAZE BEAD -1112 1 3/16° I* PVC SCREEN CATCH - 0013 45 84933 1/2° Barrel Fastener Faetenel Steel b" 1 5/18" PVC SASH TOPIOTMRAIL 11/8 "«1 46 83218 Screen France A lmetal RcllForm -8024 48 P4321 Screen Frame Corner Key Almntel Nylon ikz ' 5/10" 49 . P4581 Screen Cloth, S8 x 1.8 Fiberglass (filer 50 •3228 Screen Spline, .185Pia.,Mk Papa • �j PVC SCREEN SUPPORT -8014 PLAN VIEW ALUM FRAME IMPACT HOOK-1577 51 R3028 Screen PM Tab Sunu(t 52 0-3033 Screen Spring, SS • Hurley LUCAS A TURNER, FL P.E. 58201 B PER 2010 FRO 12,712011 33 89641 #8 x 1!2° Quad F17E1 2/10. a crams knead 8etah Fastens! Steed A (UPDATED UPDATED PER'NEW FIFO REQUIREMENTS 127/07/80081 54 H4028 Main R., SH, wt RN WC &Ikon P C 4" • PVC GLAZEBEAlD aoSS 15/18" 0 ` +titi, 13DR, ,�111��fj, ..°+ (d.di I• �•S• " Q"' +. �!. 'd No 582D1 :� i0 r • . . bb- R3113 Screw ,8upport,PJO Plastic Rubber 1. ¢ SYIDIDOWS&Ot7ORS 9800 SW 44TH AVE. i FLORIDA 34474 56 8.1112 Glazing Bead Keymark n 57 6.1588 Sash catch, PVC Inioaot Kayaerk Alum Q 1118" 58 0-4859 Wetp„ 0.420 x beckFlnSea1, Grey Keymark Atum . 89 8.9577 .187 Frame Catch, PVC Impart Keyn�Srk Alum ALUM. SASH REINF. -1680 y�y g * : yt 8 * S ¢-Q i' Q"4+ :° 'A iE 4!r 0.40,41' ��`�*Atm:•�4'i,°° 60 8.1778 Roller Track Keymerk Alum �.�IE EXTRUSIONS & B.O.M. MISSIL£'IMPACT • G- f^ PROPRIETARY AND COITMENTIAL THEINFORMATION CONTAINED t TW80RAWt00 IS 804E 688 Ito •LARGE 7r0AVUrr *Y: ADE ME' 07119!2011 MODEL' PVCHORIZ.SLIDERREV.LETTER: te: 1:2 'NC °. CM -188 1%28,37 ARE NOT 6083- T6. THIS PR+5l5UCT. 11 PROPERTY Off CUSTOM WR�Pe SCNN80CCUSTOMWMt OWsYSE0smrc�.ligPR PROHIBITED. � , iS 1j4jQ,t it /.t B 'H • : 5OF7 2 112" MIN EDGE DIST [O] 1 114" MIN EMBEDMENT EXTERIOR FINISH BY OTHERS CONCRETEIMASONRY BY OTHERS INSTALLATION ANCHOR, 3115" DIA. MASONRY SCREW 'fWASHER THRU SCREW SUPPORT [0] SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS • A • s • • • • b. PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS 1 BY BUCK • BY OTHER$ [A) 1/4" MAX SHIM IBI INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW WIWASHER THRU SCREW SUPPORT [C] MILE EMBEDMENT I0] • 1 BY WOOD BUCK 8Y OTHERS [A] 1 114' MAX SHIM [B] . U 2Z MIN EDGE DIST,: • Lry�U 6 `v1 I4;4i .a4a INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW w1NEOPRENE BACKED WASHER THRU SCREW SUPPORTIC] SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS r114° MAXSHIM [BI I fq • a• �••y " a 0°P! a, th P. • a•a . •b•b•b•i •" Pt Aa 'aA '&4* • Aas aawi w•••A• • w= • •• • • a, aA• w• •.. CONCRETE/MASONRY BY OTHERS EDVER11CALSECT.ION FRAME (MASONRY) EXTERIOR FINISH BY OTHERS SILL STOOL BY OTHERS - USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS, 1 174" MIN EMBEDMENT s 101 (01 ZiLZ.. MIN EDGE DIST , A PERIMETER SEALANT BY INSTALLER B HORIZONTAL SECTION • 8 FRAME (MASONRY) SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH SY.OTHERS 114" MAX SHIM [B] BOTTOM SWEEP LOCKACLTVATED ONLY DURING HURRICANES. SEALANT BEHIND FLANGE BY INSTALLER ' taggfil rte, :.VDfy•b,.sb ,6D. ts. "b r�•b•bP � b,Db,b -. ys.s P •► 1Aa.rp �..� CONCRETE/MASONRYJ BY OTHERS PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH — BY OTHERS LIE MIN EMBEDMENT 101 Z/IE MIN EDGE DIST I01 INSTALLATION ANCHOR, 010 WOOD ANCHOR WI WASHER THRU.SCREW SUPPORT [D] SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2 BY WOOD BUCK BY OTHERS [A] 0 B C HORIZONTAL EJECTION FRAME(WOOD) INSTALLATION ANCHOR, 3118° MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] SEALANT UNDER SCREW HEAD 8Y INSTALLER I114" MAX SHIM [3] —Lae 114" AAN EMBEDMENT (0] . b 1.-21LZ. MIN EDGE DIST ICI ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) NOTE: .HEAD AND JAMB SIMILAR FOR 28Y INSTALLATION. SILL INSTALLATION SAME AS SHOWN BELOW REFERENCE NOTES: [A] SEE NOTE 10, SRI' 1 [B] SEE NOTE 253, SHT 2 [C] SEE NOTE 4,.61H72 [D] SEE NOTE 5, SHT 2. [E1 SEE NOTE 8, SW 2 B FL P.E. 58201 UPDATED PER 2010 FBC LUOASA. TURNER, 12R/2011 A �UPDRTED PER FBC REQUIREMENTS 7/07/2008 _03,UJotarr I3r0RS OR6iy �t 140 6$201 \;6 :' 1900 SW 44TIH AVE. * * ® OCALA, FLORIDA 34474 w 5":01. •� INSTALLATION THRU FRAME DETAIL - LARGE MISSLE IMPACT �°.Z ; , S STATE Of ylp+r4 SEptIES:awNRV: '3. ATE PROPRETARYM080N"ro3NTAL 121711i ±�"'iA�•4 {ORtO✓ � +� MODEL: ADE 07/11l20'i1 THE INFORMATIONCiN.AINEO IN THIS ORAWiNN 13 THE SOLE PROPERTY OF CUSTOM t,`j• a•4••••° '�9'4 p E' C'NO" WRTTE 1.811).49,910N1 OF WINDOW ✓ Y , INC. 18 ovrmB +kiy inj jly y4'` 'PVC HORIZ. SLIDER [ NB T3 CWT 180 REV. L 'SHEET. • SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS II= MIN EMBEDMENT [E] SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER 2 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, 08 WOOD SCREW W/ WASHER tEl 114- MIN.EDGE DIST (EI 114° MAX SHIM (B] MAX SHIM IBI SEALANT BEHIND FEN. BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS E VERTICAL SECTION 7 FIN (WOOD) 1/.4.: MIN EDGE DIRT (21 2 BY WOOD BUCK BY OTHERS IAI INSTALLATION ANCHOR,. #8 WOOD SCREW W/ WASHER (E] 1 1/2° MIN EMBEDMENT [E] 2 by WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, #S WOOD SCREW W/ WAEHERIE] MIN EMBEDMENT, SHEATHING BY OTHERS .Li". MIN EDGE DIST LEI + -1/4° MAX SHIM [e] EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN 3Y INSTALLER • WINDOW WRAP BY INSTALLER THE INFORMATION CONTAINED INTHIS AW G IS THE 801.E PRDPERTY OF /11 CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS AWNOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS.1NC.. PROHIBITED. PERIMETER SEALANT BY INSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) LUCAS A. TURNER,. FL P,E.5820 • REFERENCE NOTES: IA] SEE NOTE 10, 8HT 1 IB] SEE NOTE 283, BHT 2 . (CI SEE NOM 4, 8HT 2 101 SEE NOTE 5,SHT2 1E] SEE NOTE 0, 81172 B UPDATED PER 2010 FBC 1217/2011 A. UPDATED PER NEW FBC REQUIREMENTS 7!07/2008 �aailllurgllry� 00 isiV34,N to, • I. /.cy d Mn 53201 V75.r. WINDOWS'& DOORS 44TH AVE. *.: : * Z OCALA, FLORIDA 34474 7 4 Trnm INSTALLATION DETAIL FIN CONST. - LARGE MISSLE IMPACT OATS: 07/11/2011 40DEL: 7JY4. NO.: PVC HORN. SLIDER CWS -186 \E V. LETTER • B eHEET: 7 OF 7• 3) STATE OP / ec 01•' b. 5EIt'ES:8200 '7RAWN BY: ADE • SCALE.: N•s Florida. Building Code Online hiip : / /www.iloridabuilding.org/prlpr app titl.asp aranrwGEVX.: Businele s Profess Regulation. 505 Home .E Log In 1 User Registration ( riot Topics Product Approval USER mut User Product Aoorovai Meng > P odixt or A n Search >,Aon&atton_usi > Appmratbn Detail 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. Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, F( 34474. (352) 368 -6922 Ext 207 mlafevre@cws.cc Michael La Fevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474• (352) 368 -6922 Ext 291 btenace@cwrs.cc Jeff Thompson • 1900 SW 44th Ave. Ocala, FL 34474 (352)368 =6922 Ext 221 jthompson@c@cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida license Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE E Validation Checklist - Hardcopy Received FL7067 R4 COI EvaiRep CWS -1576 (HS -8200 IMPACf).odf Standard AAMA/W DMA/CSA/101/I.S.2 /A440 -05 ASTM E 1300 -04 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 ')I1At7A1? 0.51 AA, Florida Building Code Online http:// www .floridabuoilding.org/prfpr_app dtl.aspx?paral 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 Summary of Products 12/12/2011 12/16/2011 12/22/2011 01/31/2012 FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl FIg/Fin Horizontal Slider (Impact) 74x54, XO. . 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, 74x54, DP = +/- 60 psf, (Impact). Installation Instructions ' FL7067 R4 II CWS -3571: (HS -8200 IMPACT).odf . Verified By: Lucas A.'Turner 58201 , Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont•PVB NOA 11 -0624 01.odf FL7067 R4 AE EvvalRen CWS-1576 (HS-8200 IM PACT).odr FL7067 R4 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes �7.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl EIg/Fin Horizontal Slider, Impact, 111" x 63 ", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. installation Instructions FL7067 R4 II CWS -232B (115-8200. XOX. IMPACTLpdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.odf FL7067 R4 AE DuPont SGP NOA 11 -0624 0 .pd( FL7067 R4 AE EvalRep CWS-232B (HS -8200. XOX,, IMPACT) odf FL7067 R4 AE Mikron NOA 11 -0830 09.odf ' Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x• 62 ", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +601-75 Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. • Installation Instructions FL7067 R4 II CWS -399A (HS -8200, 73x62, 75DP, IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes • Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11 -0624 02.odf FL7067 R4 AE EvalRep CWS -399A (115-8200. 73x62. 75DP, IMPACf).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. . 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, 72" x 63 ", DP = +/- 60 psf, Al. FMR. installation Instructions FL7067 R4 II CWS -1868 (HS•'8200. 72x63. IMPACT).odf Verified By: Lucas A. Turner 58201 Created by independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.odf • FL7067 R4 AE EvalRep CWS -1868 (HS-8200, 72x63. IMPACTI.odf ?/1d/7f11' 4-51 AA Florida Building Code Online rrr 2. htip: / /www.flonidabuilding.org/pr /pr app_dtl.aspx?paran wGEVX. FL7067 R4 AE Mlkron 140A 11-0830 09.ndf Created by Independent Third Party: Yes ICI IN X1 Contact Us • • Phone' 850 -4.87- 824 I94 0 laLth Monroe trratr Tatlahassaq FL 32399 The State oP Fbrida is an AA/EE0 employer. • , • 47 -2. • _ • a • t± :: Privacy Statem1t . • AtcessibBty St ternant :: Refund ernent Under Florida law, e-mail addresses are public moms. Ft you do not want your e- malladdress released in response to a pubtic- recorcb request, do not send electronic mail to this enbly. Instead, contact the office by phone or by traditional malt IP you have any questions regarding DBP1Ys ADA web accessibility, please contact our Web Master at webmasterehdbAr Product Approval Accepts: IMRE 7/1[1/1111? Q•41 AA Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941 -380 -1574 Evaluation Report 232B December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 111" x 63" unit size XOX, DP60 Manufacturer. Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance:: This report evaluates the above - listed product per the requirements ofFAC . Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 1217/11. 2) Test Report NCTL -210- 3459 -1, -1A, -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P .E. a. Testing Performed: TAS 201/202/203 1994, AAMAIWDMAICSA 1011I.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -232B: Limitations of Use: This product: - ▪ May be used in XOX configuration in sizes up to 111" x 63" unit size, with max. glass daylight sizes as shown in CWS -232B • Achieves . design pressures of +1-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -232B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11- 0624.01 in the sash, and using Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11- 0624.02 in the fixed lite • Requires outer lite in I.G. to be safety glass when used in 11VHZ above 3011 of grade • Requires Mi.kron rigid PVC frame extrusions per Miami -Dade N.O.A. 11 -0830.09 Certification of Independence: 1 do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A Turner, P.E. 201T-12-07 13:14-05:00 • t▪ • No 58201 6 * 6 • .„„W " STATE OF OF 4.9 criONAA- -1111. F1111110 12/7/11 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER. ELEVATION (LARGE MISSILE IMPACT) 1121(4" MAX. OVERALL FLANGE WIDTH 111° MAX UNIT'WIDTH 83 9/18° MAX SASH HEIGHT 83 /4" GLASS DLO • 84114° MAX OVERALL FLANGE HEIGHT 83" MAX UNIT HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE AND NOTES. 2 DESIGN PRESSURES & GLAZING 3 SECTIONS & ALT. FRAME 4 EXTRUSIONS &81U. OF MATERIALS 5 INSTALLATION DETAILS 6-7 53 3M GLASS DLO 6813118" — GLASS DLO . +— 233(4° GLASS DLO MAX SASH WIDTH, Luc8a A.TUmor, P.E. 2011 -12-07 12:09 -05:00 PROPRETA5YANDCONFIDENTAL 12!07111 THE INFORMATION CONTAINED IN THIS DRAWING IS THE 801.E PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN FART ORASA WHOLE WITHOUT THE. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 48 PROHIBITER. PVC IMPACT REQUIREMENT: • 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE. CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: '990/X' 4. DESIGN PRESSURE RATINGS: - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E -1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION. TEST PRESSURE AND GLASS TABLES ASTM E -1300, 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6.7 FOR INSTALLATION DETAIL. WINOLOAD DURATION FACTOR Com1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. . 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. • 8. REFERENCE TEST REPORTS: NCTL 210-3459 -1, 1A, 2, 2A 9. SERIES.! MODEL DESIGNATION HS -8200. 10. Ix OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION RAND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0= FIXED SASH 12. SECTION GALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =114" X 1" LOCATED 4" FROM BOTH ENDS LUDAS A. TURNER, FL P.E. 68201 BI UPDATED PER 2010 FBC 11107(2011 Al UPDATED PER NEW FEC REQUIREMENTS 07/03/2008 `Afy{L11111/ +t REW h f 58201 No 'dr. E* 91 I* .b1. 'a; 5r- BTAT OF /14 WINDOWS & DOORS 1900 SW 44T11 AVE. OCALA, FLORIDA 34474 ITL ENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT mea:. 7RAWJJ Sl'• 'AT +:1 8200 ADE 01/02/2009 l lEi: PVC HORIZ. SLIDER NTS CWS-232 A RBV. LE,TTMI. B SHEET: 1 OF 7 IT MAX. (TYP) 8" MAX. (TYP) 15° MAX ac. MP) 8 1.: MAX 0.0.MP) I MAX O.C. A INSTALLATION ANCHORS TYP. ' • 4" MAX (T(P) INSTALLATION ANCHORS TYP. 4" MAX- (TYP) IF MAX 0.C. (TYP) SWEEP LOCKS ONLY ENGAGED WRING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME B ANQQHQR LAYOUT- (FLANGE' FRAME (MASONtY OPCNWa) B INSTALLATION ANCHORS TYP. ANCHOR LAYIjUT - (FINZ i1RU NNUNO FI c OOOOFENIr NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D'AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO 5E1/4". USE SHIMS WHERE SPACE GREATER THAN 1118' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. . 3116" DIA. ELCO ULTRACON MASON IEVED IN EITHER DIRE SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB CHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT•LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE DF 718" SHALL BE- ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION, A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 6. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W/TH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF Q 0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAtAAMA 100(FIN WINDOWS), FMA(AAMA200(FLANGE WINDOWS), FMANWMA 260(BOX WINDOWS), FMAtAAMA/WDMA 300(EXTERIOR DOORS). B UPDATED PER 2010 FBC 11/07/2011 A UPDATED PER NEW FBC REQUIREMENTS 07/O3/200�J LUCAS A. TURNER, FL R.E. 58201 `..440.pt`:QR tit ?hired +,•., {`. GSN``•.'°y� zllf' w�wiND ORS 0-, No 5E201 q 0 1800 SW 44TH AVE. • ? * T * a OCALA, FLORIDA 34474 a TITLE ANCHOR SCHEDULE &NOTES- LARGE MISSILE IMPACT .YVN BY: ADE SCALE' NTS Q �S STATE �� r''°`� 3inRlES: • ..P 7AI'E: PROPISSTARYNND CorFIDENTIAL X2107111 '•+�°R •,'��',(O Rt°�'�'' *`� •aopr• 8200 )W0 No:OV0212008 TIiE]NFORA�W.TION CONTAINED IN T148 DPAWINO IS THE BOLE PAOPERTY•OF CUSTOM id�Q�°••••.. +•• +> 'tq'+ PVC HORIZ. SLIDER CWS -232 MITTEN � SYSTEMS, OF CCUUSTOME MWINDOw YSTEM,INNC. IS WHOLE WITHOUT THE !i {" 1 'i411.1MA NEV. LE nER: B aneer. 2 OF 7 778" OVERALL .3118tl ANNEALED OR TEMPERED 1/4" AIR SPACE 7118° LAMI. 3/18° ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/18" ANNEALED PURFECT GLAZE "14° 81KAFLEX 552 112' GLASS BITE zz PROPRIETARY AND C0EIDENTAL 12/07/11 THE INFORMATION CONTAINED IN TWB ORAWIN318 THE BOLE PROPERTY OF CUSTOM Y.INOOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS WHOLE WRHOUT THE WRITTEN FERMI8810N OF CUSTOM WINDOW SYSTEMS. IN IS PROHBITED. 7/8 OVERALL 118" ANNEALED OR TEMPERED 3/8" AIR SPACE 8M8° LAMI, 118" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED • , 1/2" GLASS BITE GLASS TYPE B 1611:191614 FULL SIZE LUCAS A. TURNER, FL P.E, 58201 PURFECT GLAZE °H" • SIKAFLEX 552 B A Mill na otrlr 4� Qg,•'�OEPI$ 76-S !:',!II'''I`'. y"V�tr WINDOWS & DOOM ,+, f No 58201 �S'St Ti 1900 SW 44TH AVE. ti * c, 7O GALA, FLORIDA 34474 -6: * MR GLAZING - LARGE MISSILE IMPACT JRAWI.I SY: ADE UPDATED PER 2010 FBC 11/07/2011 UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 SECTION VIEW C -C ^� s SQ��OF � /fit ?4ryf sX „ aEot68i8200 �i70°E PVC HORIZ. SLIDER 1:1 RED+. LETTER B DATE; 01/02/2009 WG NO. CWS -232 7. u +EE 3 CIF TYP CAL VERTICAL SECTION NOTE SHOWS FlXED LITE CUTAWAY SECTION VIEW AA GTE: ITEMS 29, 38, 41, 42, 43, 60, 62, AND 54 RE USED BUT NOT SHOWN FOR•CLARITY. SECTION VIEW SS DETAIL C (HEAD IMPACT HOOKS) P#CM!TARYAND CONFIDENR4L THE INFORMATION COMM/NEE IN WON DRAWING IS THE DOLE PROPERTY OF CUSTOM WINDOW :(3TEM& INC ANY REPROOUCIION IN PART OR AS A WHOLE WITHOUT' THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. ISPROHISITED. • 12/07/11 IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 8" FROM UNIT EDGE TO EDGE OF HOOK, B A THIRD HOOK IS CENTERED IF•UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 314°. C INNER HOOKS TM" FROM EDGE OF MTO RAIL 2) SH CATCH: B A THIRD CATCH IS CENTER D IQ N OF CATCH. UNIT WIDTH IS GREATER THAN OR EQUAL TO 813/4 ". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4". LUCAS A. TURNER, FL P.E. 68201 B! UPDATED PER 2010 FBC A UPDATED PER NEW EEC 11/07/2011 REQUIREMENTS 07/0312009 No 58201 '4A * TrF 1 EC '33 STATE OP I3I yy�cSy ; ©p�ti d07„ yfaNA „Via�� efalbSt WINDOWS 3 DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE SBCTION'VIEWS & ALTERNATE FIN FRAME - LARGE MISSILE IMPACT >ERIED:8200 tS.4 JNIIY: ADE 7TfD: 01/02/2009 MG. NO • CWS -232 PVC HORIZ SLIDER SCALE NTS REV.L6ITER: _ SHEET: 4 OF 7 Item # P, t Description Vendor . Material ........ -.. © S•.,.` •R Ft . _ 3:711G14M F J 1 H-8031 Main Fr., St1 w/9g., PVC, Head Mlvon PVC 3 1/8" CONSTRUCTION ONSTRUCTIO 2 H-8031 Main Fr., SH wtF�, WC, Sill Micron PVC 31 I ' 23/1$ —.. 211!18" J � f j Q 1111 ,' 3 41.8031 Main Fr„ SR w /Fig., PVC L Jb. Moon PVC t � 4 41-6031 Main Fr., SH, wiFig., WC, R Jb, Mikrcn WC tilt ;i1_11---•14[---, ` _ (fj 1 ste" `� S H-1881 Homy Duty (*set 'Roll, Alum, FXd. K9ytT%rk Alum ,_._fi --7' 0 1 © CORNER WELD {au S DES} 6 S-1899 Relnf. S.B RIS.S.R Keymerk Alum i ` •. � CORNER WELD (ALL 7 & I-1-8027 H-1497 Sash Meal Ral, PVC Relnf. Sash Meet ;Rd Mk= Keym ark PVC Alum 1_ 1 -1—t Ilt ' N 39118° 9 H-6028 Sash Bottom Rail, WC (S.S.R for 418) Mlkron WC PVC SASH MTG. RAIL•$027 FIXED MESTI EEWED7� R WITH OUTERFRAME 10 5 -1498 t�Inf.S.B.R/S.S.R 4-40 Keyrrook Alum PVC FRAME FLANGE-8931 1 114" () 1/18" 11 41-8004 Sash Sde/Top/Bct Rol Mlgon PVC 12 5.8095 Rolle', track, PVC - //Mon PVC PVC FRAME FIN-8025 - 1' 0 I ' 13 5.8684 Glz. Bd., 7/8",Fxd., Hark. Won PVC 7118" •- ' - I �• 14 S1i664 Giz. Bd., 7(8 ,Fxd., Vern. /Akron WC . 1/8" ALUM SASH MTG. RAIL- -1497 15 16 S-6077 S-1013 Fixed Ral Cover Roller, !Akron Keyon PVC • Alum ALU ROLLER TRACK- 1778 ¢ 3i1$„ T 9 718° 115/9$` .f ' ..r�i %.. 17 58613 rn. Mack Som. Adapt., w/hlli, PVC, Hor>z. Won PVC >,J• -- L` 18 5.8014 Sam. Adapt, WG Veit Mlvon PVC 21 S-1558 Sash Catch, Wq.Irrpact Keymark Alum jJ _ f0 Oj 3 V8" 1 23 P4804 Rather, Tandem M& I Nylon ff l�f 24 P4783 Lock, Impact, WC Interlock ALUM HD MTO RAIL - 1881' 25 P4784 Keeper, bisect, PVC k terlock 8° SASH Q t i 26 28 P4479 P-3429 Weep Cover w /-Fiap Wstp., 0.279 x .187 back F1nSeat Gray M&M Ultrafab Nylon 5/5" T-T� PVC 81129 RAIL -8028 3/18" 29 P-4638 #8x 21/2 Ph Trues SAS Ajax • Steel PLAN VIEW, 3118" ..-- ALUM SASH IMPACT HOOK -1868 34" 0 30 S-1112 Glazing Bead Keymark • Alum L 32 P-4051W 88 x 1 114 Ph FH TEK, WM. Fastenal Steel 1518° ALUM S.B.RJ8.8.R. 9 1!8" -1498 33 P-3541 #8 x 10 PHI Pan Tel, 0 Frans Impact Hook Fasten! Steel l8 �— 3°n T SCREW SUP. -3113 112° 34 P4010 Bulb Vlnyi wt Rigid Base, .350 Hgh Amesbury Vinyl e 1 5/1$" 35 - P-3559 #8X3/8" Screw ,'® Frtai Impact Hook Fasted. Steel -Ft1 318a , 36 P4342 Seam Sealer,SM•5604 Schnee Slicane 37 83752 Cap Hug, 112° Hots AM Nylon t7 01 • b 3/9$" PVC ROLLER TRACK $005 1 3/18" PVC SASH TOPIBTM RAIL- 8004 38 Purfaot Glaze "H; SlkaRex 8E2 Hmnkel/ Ski S8cone 39 P4118 Keeper, Sweep Lock SWlvan Zinc ..—L -T 912° - 0013 ; Q} -6014 40 P-3352 Set BUL, 85 Dur, -1/8" x5/8" x 2" Lg. FrenkLcw a R tbber 41 R3738 1-19-8209 Gold Cart Label, t4=RC Tab, Impact ASTMS - t« 114„ PVC SCREEN CATCH 42 P -1 Temporary Lbt (NFRCJDP) . 8 1 0/18° 7 ( 118" 43 83813 CWS Lbl. (4090) 44 GLASS Sea sheet 3 - - '- -- .»W.._..v -- -- --- - -. 7/8" I 0 ® } PVC GLAZEBEAD -6084 5/16" 46 P-4832 Sweep Lock Sullivan Zino 47 P-4833 1/2" Sarre) and Screw MC11 PLAN VIEW ALUM FRAME IMPACT HOOK-1577 PVC SCREEN SUPPORT 48 P4511 #8x 35/5° Square Pan Tek e KEEPER Minitel RollForm LUCAS A. TURNER, FL P.E. 58 01 B UPDATED PER 2010 FBC 11l07/Z011 49 P 3216 Screen Frame Ailmetal 50 P-3321 screen Frame Comer Key Ailmetei Ptyion Nylon A UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 51 P3561 Screen Cloth, 18 x 16 Fiberglass 34" • Q ,�+,k�i1�%DREW &i4 +�'h`$ "`Ogg' ".;d / °Qr' fi° t1 ;• ti,! `9S •• �r �• No 58201 ` A ? S * :. p * . : "1 r � . $TA7P. OF �#dr I..4 %.^`J .t @" y'>�'T+' '1 t,wg,yg'„RmITok0A+4 �o �qby �+ t0�� 2dttn `tiV" '""' / ?I31 ` {�1'�deaf . �. +1 WINDOWS # 0OORS 1900 SW 44TH AVE_ OCALA, FLORIDA 34474, 52 P4228 Screen Spline, .155 Da., BUL Dapa 53 P-3029 Screen PulTab Summit • b718" 1 15118" Ill E�i 1/18" 54 83033 Screen Spring, SS Fla$pring 55 S -1577 Flame Catch, Hoed, PVC, HS Keymark AlImi o 8 ALUM. SASH REINF. -1899 ALUM GLAZE BEAD -1112 � 57 416626 Msln Fr., HS, w/FIn., WC NVkron WC 58 83113 Screw Support, FVC Team Matto Rubber i'ITLE; EXTRUSIONS B B.OM. - LARGE MISSILE IMPACT • f • 12/07/X1 0614188; 8200 JR AWN ET. IDATE: ADE 0 1l02/2009 NI ALUMINUM ITEMS 1 EXTRUSIONS Si E,8 NOT USED: { ALUMINUM EXTRUSIONS ARE -8083 T6. PROFRIETARYAND CONFIDENTIAL THE INFORMATION CONTAINED IN THI6 DRAMNa I8 THE 6OLE PROPERTY OF CUSTOM WWRITtENPFEERMTsssIoN OF CUSTOM Vo REPRODUCTION IN IINNC, I8 PROHIBITED. WITHOUT THE DEt- PVC IiGRIZ. SLIDER SCALE' • 1:2 .NO.' CWS-232 NS.V. tat Y aft B 91 % 5 OF 7 CONCRETElMA90NRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2112" MIN EDGE DIET [CJ ],14: MIN EMBEDMENT [C] EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 3118" DIA, MASONRY SCREW w/ WASHER THRU SCREW SUPPORT. [C] 1 BY WOOD'BUCK BY OTHERS [A] 114" MN( SHIM [B] INSTALLATION ANCHOR, 3118" DIA MASONRY SCREW W WASHER THRU SCREW SUPPORT. [C] 1 BY WOOD BUCK BY OTHERS N x,114° MAX SHIM Lei a 2112" MIN EDGE DIST IGI 11/4" MIN EMBEDMENT Ill EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3110° DA. MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT. [C] SEALANTUNDER•BCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114° MAX SHIM [B] PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETEIMASONRY BY OTHERS 0 8 A VERTICAL SECTION FRAME (MASONRY) BILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS 119L4: MIN EMBEDMENT [c) 2_U2" MIN EDGE DIST t�J SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER C) S 8 HORIZONTALBECT.ION FRAME (MASONRY) SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER BOTTOM SWEEP LOCK ACITVATEDONLY DURING HURRICANES. 114" MAX SHIM —. LB) SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT EXTERIOR FINISH BY INSTALLER BY OTHERS C HORIZONTAL SECTION 8 FRAME (WOOD) INSTALLATION ANCHOR, 3118" DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. [C] SEALANT UNDER SCREW HEAD BY INSTALLER' EXTERIOR FINISH BY OTHERS CONCRETEtNIASONRY BY OTHERS CD8 ALTERNATE PRECAST ELL DETAIL FRAME (MASONRY) PN ROPRETAYAND CONFIDENTIAL 12/07/11 Ti•E WFORMAT1ON CONTAINED IN THIS DRAWING IS THE SOLE. PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. I8 PROHIETTED. • LUCAS A. TURNER, FL RE, 56201 3!B" MIN EMBEDMENT ID] • Mr MIN EDGE DIST [DI INSTALLATION ANCHOR, #10 WOOD ANCHOR Wl WASHER THRU SCREW SUPPORT. [0J 2 BY WOOD BUCK BY OTHERS [A) SEALANT BETWEEN BUCK AND OPENING BY OTHERS VOTE; HEAD AND JAMB SIMILAR FOR 2BY INSTALLATION. ELL INSTALLATION SAME AS SHOWN BELOW: REFERENCE NOTES: [A] SEE NOTE 10. SHT 1 JB] SEE NOTE 2&3, SHT 2 ICJ SEE NOTE 4,SHT2 JDI SEE NOTE 3, SHT 2 [EJ BEE NOTE 5, SHT 2 B UPDATED PER 2010 FBC A UPDATED PER NEW FBC REQUIREMENTS 111/0712011 1IuSW IDRE ,0,44,1 9 ,. ''asp ;,'p, '14 .i i • MD 5E201 V73 9�} STATE OP iw �My %A, �O 9 P,•4�ci WINDOWS 8 DOORS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 INSTALLATION'THRU FRAME DETAIL - LARGE MISSILE IMPACT 07/0312009 SERIES: JWA11 SY. E: 132,00 0 ADE 7AT 01/02/2009 v1CICEL: CALE. 'ANC ND.: PVC HOR1Z. SLIDER' Firs CWS -232 IEV. LEIT'EM SNEED 6 OF 7 SHEATHING BY OTHERS 1 112" MIN EMBEDMENT [EI EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER INSTALLATION ANCHOR, #8 WOOD SCREW W /WASHER 1E1 2 BY WOOD BUCK BY OTHERS (A1 PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS C) 7 E VERTICAL SECTION FIN(WOOD) 2 BY WOOD BUCK BY OTHERS (A] INSTALLATION ANCHOR, #8 WOOD SCREW W1 WASHER [E1 213Y WOOD BUCK BY OTHERS [Al INSTALLATION ANCHOR, #S WOOD SCREW W/ WASHER (E] 114° MIN EDGE DI$T (81 114" MAX SHIM IBI 1 112° MIN EMBEDMENT [E] SHEATHING BY OTHERS r fnl�i =- 1i��'.� arc EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER HORIZONTAL SECTION PROPMETARY AND C0 1OENT8L 12/07/11 • THE INFORMATION CONTAINED IN THIS DRAWING IS BOLE PROPERTY OF CUSTOM WINDOW EYSiEMS, INC. ANY REPRODUCTION iN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, FIN (WOOD) LUCAS A. TURNER, FL P.E. 58201 REFERENCE NOTES: [A] SEE NOTE 10, BHT 1 1BI SEE NOTE 2&3, SHT 2 . 101 SEE NOTE 4, SHT 2 1D1 S, [EI GEE EE NOTE NOTE $8, SHT SHT 2 2 B UPDATED PER 2010 FBC 1110712011 UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 � .tt,&DREW 1744 -41 No 5E201 *; * *� S2:1\ STATE OF prE "1 7IHrtirN , f �r1 ",III I, f WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 �T�' INSTALLATION ANCHOR FIN DETAIL -LARGE MISSILE IMPACT 7ATE' 01102/2009 }1ODU. PVC HORIZ. SLIDER'CALE- NTS ``c'' N°4 CWS -232 RAWN dT' ADE RE8 8200 U EV. LETTER: B ';HEFT: 7 OF 7