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WS-13-1333Miami Shores Village f ,:A Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 j BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 1321 NE 103 ST JUN 12 2013 FBC 20 Permit No. (164 2 Master Permit No. ROOFING City: Miami Shores County: Miami Dade 4p: 33138 Folio/Parcel#: 11-3205-030-0120 REPLAT OF TR B MIAMI SHORES BAY PARK ESTS LOT 3 BLK 6 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): SCOTT SILVERMAN Phone#: 305-542-0900 Address: 1321 NE 103 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: N/'4 Phone#: Email: CONTRACTOR: Company Name: FLORIDA HOME -IMPROVEMENT ASSOC. Phone#: 954-792-4415 ext 243 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954-792-4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954-792-4415 ext 243 Email Address: PERMITS@FHAPRODUCTS.COM DESIGNER: Architect/Engineer: GARY McDOUGLE Phone#: 561-752-5440 Value of Work for this Permit: $ 30,000.00 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: REPLACEMENT OF 14 IMPACT WINDOWS AND 5 DOORS Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Notary Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO/CC $ DBPR $ Bond $ Technology Fee $ s TOTAL FEE NOW DUE $ p Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCE 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. i A Oder or Agent The foregoing instrument was acknowledged before me this 7 day of JUNE 20 by SCOTT SILVERMAN Contractor The foregoing instrument was acknowledged before me this 7 day of JUNE 20 L by WAYNE T BURNETT , who is personally known to me or who has produced who is personally known to me or who has produced `mss identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: U Print: CAROLINA MARTI My Commission APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY Sign: Print: CAROLINA My Commissi Zoning Clerk Miami -Dade My Home -Text My Home http://gisims2.niiarnidade.gov/mybome/ProptexLasp?folio=113205030... Show Me: RoperlyhfalnWjXrTeQ Search By: SeWW Go to property mao MN Property Appraiser Tax Estimator Print friendly version Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11-3205.030-0120 Property: 1321 NE 103 ST Mailing Address: TALMADGE THONIPSON &W JUDITH Floors: SHARON THOIVPSON Living Units: 1321 NE 103 ST MIAMI SHORES FL Adj Sq Footage: 33138-2623 Lot Size: Property Information: Primary Zone: 1100 SGL FAMILY - 2301-2500 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,695 Lot Size: 19,72o SQ FT Year Built Legal Description: 1963 REPLAT OF TR B MIAMI SHORES BAY PARK ESTS PB 63-17 LOT 3 BLK 6 LOT SIZE 90.000 X 108 OR 15939-3320 05931 COC 23564-206107 20051 Assessment Information: Year: 2012 2011 Land Value: $168,343 $140,286 lBufldlng Value: $247,466 $248,962 Market Value: $415,809 $389,248 Assessed Value. $383,918 $372,736 Exemption Information: Year: 2012 2011 j Homestead: $25,000 $25,000 1]j 22d Homestead: I YES _ YES Taxable Value Information: Year: 2012 2011 Taring Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$333,918 $50,000/$322,736 View Additional Sates $50,000/$333,918 $50,000/$322,736 Cfty. $50,000/$333,918 $501000/$322,736 School Board: $25,000/$358,918 $25,000/$347,736 Sale Information: Sats Date: 7/2005 Sale Amount: $710,000 Sale O/R: 235642061 Sales Qualification Description: Sales which are qualified View Additional Sates iunity Redevelopment Area Nerment Zone rise Zone Land Use Development Boundary I Valorem Assessments Additional Information: MIAMI-DADi LEM4 Questions and Comments Webmaster as miamidade.aov Property Appraiser Home Page Prope Information Home Page 1 of 2 6/6/2013 11:59 AM NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.I, - � O S 'O 30 -O I)0 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: ot"'` 1) OLA THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. of property and 2. Description of improvement: 3. Owner(s) name and address: _3c pkv' Interest in property: C'Sk,-N ► -e,r Name and address of fee simple titleholder: 4. Cgntractor's name, address and phone, n 5. Surety: (Payment bond required by owner frbm'contractor, if any) Name, address and phone number: mount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or 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 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: OR Bk 28672 Ps 2542f ().pg) RECORDED 06//112013 09:57:40 HARVEY RUVINY CLERK OF COURT MIAMI-DADE COUNT'la FLORIDA LAST PAGE Space above reserved for use of recording C K bnA 3 ?A-V. U ?il�(0's-I-)A (the expiration date 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 COMMENCEMENTARE 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. Signature(s) of O �� r ( n "s)' rized Officer/Director/Partner/Manager Prepared By - Prepared By:, Print Name Print Name Titie/Office � ave .^ Title/Office 01C STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing in trur}erwas acknowledged before me this � day of By a1 W� YY�OJ11�i ❑ Individually, or ❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: P.Cild (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and �p that the facts stated in it are true, to the best of my knowledge and belief. 1 Signature(s) of Owner ), or Oyrner(s)'s Authorized Officer/Director/Partner/Manager r By 123.01.52 PAGE 3 �2 06 tNAa� 1 C ���SSIDN be�23,2p1 ets M� r ES D�etn bNc��� glP4E�,,mNctatY NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.1 1'320 rJ -030 -®fdNa STATE OF FLORIDA: COUNTY OF MIAMI-DADE: l 0 OLS [ THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordanu* with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Le al description of property and stree ador s 131 (3 103 5r 2. Description of improvement: W 1A_d..oA4-S Vr C FN 20 13R 462593 OR Bk 28672 Ps 25424 tips) RECORDED 06/1112Ci13 09357:40 HARVEY HUVINY CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording K LON 3 blv... Ce ?�to3'17 3.Owner(s) name and address:Sc_oW" 5 11%) pryrAn f jZ,j 00- 103 567 S.Ai q�AA S[apre5 Interest in property: CS45Y1 e,Y' Name and address of fee simple titleholder: 4. Cgntractor's name, address and phone, Ournben'T-10f i d a ADjjl E • _VM _ [_p_V_�em2 O C,_ 5. Surety: (Payment bond required by owner, frbm1contractor, If any) Name, address and phone number ount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or Section 713.13(1xa)7., Florida Statutes, Name, address and phone number._ 8. In addition to himself, Owners designates the following person(s) to 713.13(1)(b), Florida Statutes. - Name, address and phone number. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE 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. zl­C)1 rldTurel3)_OT ✓ r n tsp diflonzed cancer/Director/Partner/Manager Prepared By ' Prepared By Fn G nC Print Name Print Name' L. Title/Office _ Tale/Office Q1 SW 'bo RDSW=d STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing in trurr�ept was acknowledged before me this day of Y b w� ❑ Individually, or ❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: P 0 1' ct 1n e (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTESUnder �p, 82926 and that thpenalties facts Its stated sn d are true, to , I declare the best ofat I have rm dthe knowledgeran belief. .' �,; D ec UnaeD Y 9 .� �� � ,plc Signature(s)of Ov�nerfs}'or Oauner(s)'s Authorized Officer/Director/Partner/Manager d 12301-52 V(mph) 178 1620 FBC for RVW,"Flg, 26.1.1a Risk Catogmy B T" 1S -l. pegs 2 Bxpo9lae o Section 263 Kd 0,83 T" 26.6.1. pogo 250 Ktt I Figom 26.8-1. pogo 252 (1Cpl 0.18 -0.18 085 pitdrafrmf 3112 14.0 dogmas 0mta 14.0 dagmm (E'° o 0 Specialty I ES SW 30 venue, Snts.uite 20nc. e 0 1688 8W 30 Avenue. Suite 820 sa Dada Bmwmd Palm Hmo6 ® 1 Boynton Beach, FL 008217 Risk Cal l 165 1% 156 Low riskm forms Sheds 0 Risk Cat2 1 175 1 170 1 170 1 SftnOFamilyRcm&nm 'arty gl� Risk Cat 3&4 1 186 1 180 1 180 1Bsam4a1 Fea0i8sa ® \�C�I1 0 rw n Qeeea ew nmtreueea er Ll- Am.fcpmP,n,4 AmdoomPanent Amaof A-doompmw Am of M-foamommat Am of Amaaf of Area of- Area ofoom 10.0 d 15)sr 20.0 d 25.0.f 30)d 35.0 of 40.0 of 45.0 d I 50.0 of 1 55.0 of 60A of MmnRoof HOW Zone 5 Zone 4 Zone 5 o 4 Zoo 5 Zono 4 Zone 5 Zone 4 Zone 5 Zone 4 7one 0 Zone 4 Zone 6 Zone 4 Zone 5 Zone 4 Zona S 7'740011238.940.1 38.8 40.1 40.1 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 362 35.8 35.8 35.4 35.4 35.0 35.0 15 .43 .4 -33.6 412 .51.3 -43.4 -53.6 41.4 -49.8 41.0 -49.0 -40.6 1183 40.2 47.5 -39.8 46.8 -39.4 -46.0 -39.0 45.2 ' -38.6 -44.5 40.6 393 39.3 40.6 40.6 38.4 38.4 38.0 38.0 37.6 37.6 37.2 372 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 -48.9 110.7 -482 -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 37.2 372 36.8 36.8 363 36.$ 35.9 35.9 17 -44.6 -55.1 43.4 1 -32.7 -44.6 1 -55.1 -42.5 1 -51.1 42.1 1 -50.4 41.7 49.6 1 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 37.7 372 37.2 36.8 36.8 36.3 36.3 18 45.1 -53.7 43.9 -53.3 45.1 -55.7 43.0 -51.8 416 -51.0 42.2 -50.2 41.8 49.4 41.3 -48.6 1 -40.9 47.8 -40.5 47. 40.1 -462 42.1 411 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 -50.7 112.2 49.9 41.8 49.1 41.4 -48.3 41.0 47.5 40.5 --46.7 42.6 42.6 412 41.2 426 42.6 403 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.0 37.1 37.1 20 46.2 -57.0 .44.9 -54,5 116.2 -57.0 44.0 -52.9 43.6 -511 43.1 -513 42.7 -50.5 42.3 -49.7 41.8 49.9 41.4 49.1 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 1 -44.4 -53.5 -44.0 -326 -43.6 -31.8 1 43.1 -51.0 42.7 -50.2 42.3 -49.4 -41.8 48.8 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 -35.6 117.1 -58.I 44.9 -S4.0 -44.4 -53.2 44.0 -52.3 43.6 -51.5 1 .43.1 -50.7 1 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 39.6 392 39.2 38.7 38.7 383 38.3 23 .47.5 -58.7 46,2 -36.2 47.5 -58.7 45.3 -54.5 44.9 -53.7 44.4 -52.8 -44.0 -52.0 43.5 -512 43.1 -50.3 42.6 49. -422 46.7 44.2 44.2 42.8 428 442 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 -592 46.6 -56.7 48.0 -59.2 45.7 -55.0 1 45.3 -54.1 1 44.8 -53.3 -44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 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 1 -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 -50.0 43.3 499 45.3 45.3 43.9 43.9 45.3 453 419 42.9 42.4 424 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 492 -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 -31.2 43.6 -503 45.7 45.7 44.2 44.2 45.7 45.7 433 43.3 418 42.8 423 42.3 41.6 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -612 48.2 1 -58.5 49.5 -61.2 472 -56.8 1 46.8 -55.9 1 46.3 -55.1 45.8 -54.2 45.4 .53.3 44.9 -514 1 44.4 -51. -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 40.2 402 29 49.9 -61.6 48.5 .59.0 49.9 1 -61.6 1 47.6 -57.2 47.1 -56.3 -46.6 -55.5 46.2 . . 1 45.7 1 -53.7 45.2 1 -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 43.4 419 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 -37.6 47,4 -56.8 47.0 -55.9 46.3 .55.0 46.0 54,1 45.6 -53.2 41,T, S2 X46' -41.4 �V qa «.^ •a d MAY 15 2013 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 1321 NE 103 ST MIAMI SHORES FL 33138 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL7067.4 +60.0 -60.0 +40.1 -43.4 517/8 x 49 3/8 NO 1 x 3 YES 2 .j. FL13010.4 +67.5 -67.5 J, .L .L J. FL9520.1 3 FL7067.4 +60.0 -60.0 (+/-67.5) 4 DOOR FL10975.1 +55.0 -55.0 .j. .l, 37 5/8 x 80 5/8 5 WINDOW FL7067.4 +60.0 -60.0 517/8 x 49 3/8 6 .j. FL7067.2 -53.6 1051/8 x 371/4 7 .j. FL13010.4 +55.0 -55.0 .), -43.4 70 x 111/4 8 .j. FL7067.2 +60.0 -60.0 -53.6 1051/8 x 371/4 9 DOOR 11-1018.19 951/2 x 801/4 10 FL14850.1 +70.0 -70.0 J, -43.4 311/4 x 821/8 11 .j. 11-1018.19 +80.0 -80.0 .L 1L 193 x 80 12 WINDOW FL7067.4 +60.0 -60.0 .y -53.6 517/8 x 49 3/8 13 .), FL7067.2 .l. •l, •l, .l, 1051/8 x 371/4 .l. 14 FL7067.4 517/8 x 49 3/8 15 FL13010.4 +55.0 -55.0 y -43.4 47 x 111/2 .j. 16 FL7067.4 +60.0 -60.0 35 3/4 x 371/8 17 J. 1� 1� 18 FL16177.1 +70.0 -70.0 .L .(, 17 7/8 x 371/8 y 19 DOOR FL14850.1 y y 391/4 x 81 20 21 22 23 24 JI Florida Building Code Online bV://www.floridabuildin&orepr/pr app dtt.aspx?parar =wGtM Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue` Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Fact 291 btenaceacws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 -Ext 221 jfficmpson@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 9 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL13010 R1 COI EvaiReo CWS -433A fPW-8100. 36x72. IMPACT):D[if Standard AAMA/W DMACSA(101/IS.2/A440-05 ASTM E 1300-04 ASTM E1886-05 ASTM E1996-02 PA TAS 201/202/203 yew zoos 2004 2005 2002 1994 1 aft 7114%?n1) 10!n2 ATEA Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved hap://www.floridabuildin&org/pr/pr_app__Oflz aspx?pw-anr=wGEV)(-, Method i Option D 12/12/2011 12/16/2011 12/21/2011 01/31/2012 FL * .1 Model, Number or Name 13010.1 1 PW -8150 PVC Fixed Window Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-75 Other: PW -8].50, 36"x 72", DP = +/- 75 psf. Large Missile Impact 13010.2 1 PW -8150 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other. Large Missile, Dp = +1- 67.5 psf, Max. size 74 1/8" x 72". Outer lite must be safety glass above 30 ft. in HVHZ. 13010.3 1 PW -8300 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other. PW- 8300, 120" z 48", DP = +J- 70 psF. Large Missile Impact. 13010.4 ) I PW -8300 PVC Fixed Window L,1RlHIT -of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. Large Missile Impact, See Installation Drawings for Max. size and DP's. Description PW -8150 PVC Fig/Fln Fixed Window, 36" x 72". Installation Instructions FL13010 111 II CWS-43�_A (PW -8150, 36x72. IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL130111 R1 AE DuPont PVS NOA 11-0624 01.odf EL13010 Ri AE EvalReo CWS -433A (PW -8150. 36x72, IMPACT).odf FL13010 R1 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes PW -8150 PVC Fig/Fin Fixed Window, Continuous Head & Sill. Installation Instructions FL13010 111 II CWS-S10A (PW -8150, 74x72. ContHdSI. IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 RI AE DuPont PVB NOA 11-0624 _01.pslf FU30,10_RI AE EvaIReD CWS -510A (PW -8150.74X72. ContHdSI. IMPl.odf FU3010 R1 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes PW -8300 PVC Fixed Window, 120" x 48". Installation. Instructions FL33010 111 11 CWS -373A (PW -8300,120x48, IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R-1 AE DuPont SGP NOA 11-0624Q2.2df FL13010 R1 AE .Evallkep CWS -373A (PW -8300, 120x48. IMPACT).odf FL13010 R1 AE Mikron NOA 11-0830 09.va Created by Independent Third Party: Yes PW -8300 PVC Flg/Fin Fixed Window. Installation Instructions FLI.3010 RI 11 OWS-15913 (PW -8300. IMPACD,odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R1 AE DuPont PVB NOA 11-0624 01.odf FL13010 R3 AE DuPont SGP HOA 11-0624 02.Ddf qui ')nf2 ')/til./?R9? 9(1.112 AA Florida. Building Cade Online http:!/www.flaridabuildizig.org/prlpr app_dtl.aspx?parazaa�r(xEVX, FL13010 RI AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes Contact Us:: PhD= 850-487-18241940 North Monme Street. Teflahassee FL 32399 The State of Florida Is an AA/ESD employer., Cover ihF 2007-2010 State of Florida.Rehmd Statement Under FbrWa Yaw, e -mad addresses are p&1c records, U you do not want your e-nrdl address released In response to a pubkk-records request, do not send e@cbonk mall to thlo entity. Lrstead, contaetthe office by phone or by tradidoral mal. Yyou have any questions regarding DBPR s ADA web scombft, please co ' our Web Master at webmaster dbpr state n.es. Prodrrct Approval Acceptm I of A )/14nni I 111-M A'n Lucas A. Turner, P.E., MBA Evaluation Report 159B 2080 Mauve Terrace North Part, FL 34286 Ph. 941-380-1574 December 14, 2011 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 MaGnufacturer: Custom Window Systems, Inc. 1900 SW 44"' 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 HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1.) Approval drawing CWS -159B, signed and sealed by Lucas A."Tumer, P.E. on 12/14/11. 2) Test Reports NCTL-210-3530-1, -lA, -2, and -2A, and NCTL-210-3672-1, -lA, -2; and - 2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05, ASTM E1886/1996-02/05 and TAS 201, 202, 203 1994 3) Supplemental Calculations to support CWS -159B, signed and sealed by Lucas A. Tuner, P.E. on 12/14/11 Installation: Units must be installed according to approval document CWS -159B. Limitations of Use: ' This product: • May be used in O configuration in sizes up to 48" x 72" unit size at design pressures of +/-55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf, with max. glass daylight sizes as shown in CWS -159B • 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 -159B, with Dupont SentryGlas Plus Interlayer per Miami -Dade N.O.A. 11-0624.02 in DP67.5 units or Dupont PVB Interlayer per Miami - Dade N.O.A. 11-0624.01 in DP55 units • Requires outer lite in I.G. 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. 11-0830A9 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. 2011-12-1411:08-05:00 �, � � �r - yet. BeaAu3p k ,�, s-rATF- ofOR ID ik 12/14/11 Lucas A. Turner, P.E. FL PE #58201 TABLE OF CONTE GENERAL NOTES & ELEVATIONS _........ 1 ANCHOR SCHEDULE & NOTES ........... 2-3 SHAPES....................................................4 GLAZING ............................ _....... ....:.........6 SECTION VIEWS......................................6 EXTRUSIONS & S.O.M.............................7 INSTALLATION DETAILS ......................" 771 MAX I� 76" DMN T i 73 .73114" MAX OVERALL FLANGE WIDTH 72, _ MAX UNIT WIDTH 8s tib° . DESIGN PRESSUR RATING 187.6 Wei A Tumor, P.E. 2011.12-1411:08-05:00 PRDPIVETARYANDCOMDENTWL 12/14/11 THE INFORMATIONLONTAINED IN THIS DRAWING 19 THE BOLE PROPERTY OF CUSTOM WTVOW BYSTEA7a INC.'ANY REPRODtJCRCN EJ PART DR A9 A WHOLE WITHOUT THE WRRTEN PERr�9SION OF CUB EMDUDOWSYSTEMSINC 13 PR019R17ED. 0 0 PVC IMPACT REQUIREMENT:. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY.MTH THE FLORIDA BUILDING CODE, GURRENT EDITION, 2. GLAZING OPTIONS: (SEE SHEET 6) 3. CONFIGURATION: FIXED LITE "O". 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E4300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. S. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 8 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. S. REFERENCE TEST REPORTS: NCTL-210-3530.1,.IA, 2, 2A, NOTL-210.3672-1, 1A, 2, 2A 9. SERIES /,MODEL DESIGNATION PW-INIM. i0.1x OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. v c •.t1�+6 I• �a'z l�wnoWS & Doms No 58201 ';'P : 1000 SW 44TH AVE. s * e OCALA, FLORIDA 34474 STATE OF Wi:• T 4'bENERAL NOTES & E 8300 ANCHOR LAYOUT - (FLANGE) TtRU FRAME(M4SONRY OR WOOD OMMO) H-�OP 8° MAX (TYP) INSTALLATION ANCHOR (TYP) 4" MAX (TVP) E MAX O.C. MT) r SEE NOTE 8 C C �- YO T- I THRU Nl3 Nfl N(WOOOOPSNIN 4! -BS DP NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP. SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REQ D AT EACH INSTALLATION ANCHOR USING LOAD.SFARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114. USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARINU a MO HALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4. 3118" DIA ELCO ULTRACON MASONRYJNCHORS, MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21l2" SHALL S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT. OF 13V INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. 8. 1)8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 IPP' 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 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 G=0.85 (SOUTHERN PINE OR GREATER) B..CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL C. MASONRY - STRENGTH CONFORMANCE TO ASTM C -SO, 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: FMA/AAMA 100(FIN WINDOWS), FAWAAMA 200(FLANGE WINDOWS), FMAAMOMA 250(BOX WINDOWS), FMA/AAMW MMA 300(EXTERIOR DOORS). z;; -f PROPRETARYAND CO*lOERM 12/14/11 THE INFORMATION CONTAINED IN THS DRAWING IS THE 801.E PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ON AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHBRED. No 55201 - `A : 1900 SW 44TH AVE. * a k QCALA, FLORIDA 34474 ®TATS gF±vi+ L ANCHOR SCHEDU NTS CWS 13, SHHi : 2 OF 9 4' MAX MAXO.C. (n'P) (TYP) 6' MAX. 7 518° MAX. O.C. �') g� NOTE 2 FTW SEE NOTE 6' MAI I I c� 7 SW MAX.0.C. I I "MAXO.C. I I (TYP.) I I I I I I I I • Q I INSTALLATION' I ANCHOR V YP) INSTALLATION I ANCHOR M?) I I I ANOHORLAYOUT-(FLANCiElCI- F(� THRU FRAME(MASONRY OR WOOD OP6NINOj THRU NAIUNO FIN DOPEMNO) aJ.87_g DP - +1.87,8 DP BI UPDATED PER 2010 FBC 12(6!2011 LUCAS A TURNER, FL P.E. 582D1 A I UPDATED PER NEW FBC REQUIREMENTS 1710712OD8 aw+�uinrri�lf .t4DRE� 7L'7�i ```ypt, yy4y4'�.;M�;GSIV�4.�+••!'fi�. ...: kY1NDOWS@DOORS t Na 58201 , A 1900 SW 44TH AVE. I *°e t ' k OCALA, FLORIDA 34474 �r- i `s �� ` ANCHOR SCHEDULE- LARGE MISSILEIMPACT PROPRIETARYANDCOMBEN1T4I. 12114/11 STATS OP ,�A"t ��$4� A 4'.OmN. 8300 RAWN BY: +'rl�lS°•;�p,R t�,� ZAD •PVC 5 )51-, 007 THE INFORMATION C=AWED IN THIS DRAWING m THE 801,E PROPERTY OF CUSTOM :�'° WRIN�SY RS-RODUCTMurTtie r+�e S+OfVAI• 4�� FIXED UTE 8Y8 ERI' �l t� : 0.: CWS -1$9 PERMISSION INC.t8PRwm erg hlllill�t v. g 3 OF B Li glimS9I C-iSA 112 CIRCLE 14C, ! IRag NOTES: 1. SEE SHEET FOR DETAILERANCHOR INSTALLATION REQUIREMENTS 2. OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. 3. ANCHOR SPACING FORARCHITECTUAL FLANGE -WINDOWS' MUST FOLLOW NOTE 1, SHEET -2 TRAPEZOID FULL ELLIPASJC'OVAL'9 witn' 1�L zz. PROPMETARYANuoomoENTAL 12/14/11 THE INFORMATION CONTAI E0IN THIS ORAYANO IS THEME PROPERTY OP CUSTOM +MNOOW SYSTEMS, INC. ANY REPROoucTION IN PART OR AS A WHOLE WITHOUT THE WRFMN PERMISSION OF CUSTOM VRNWW SYSTEMS. INC. IS PROWSrtm TOMESTONE 31 AYER r' r 1" OVERALL 3118' TEMPERED 112" AIRSPACE 5118' LAMI GLASS I18" ANNEALED f118' DUPONT PVB INTERLAYER UB' ANNEALED 112' GLASS TYPE B FULL SIZE 1" OVERALL 3118' HEAT STRENGTH SW AIRSPACE 7118' LAMI GLASS , 3118" HEAT STRENGTH .098 SENTRY GLASS IONOPLAST 3M8' HEAT STRENGTH DPURFECT GLAZE -H- SIKAFLEx552 J ltd' GLASS BITE GLASS TYPE C FULL SIZE GLASS MAX SIZE TYPE I W X H +/-55 A, 8 48 X 72 No 5.8201 3118° TEMPERED y x moiI Z sp-ly STATA OP PROPRIETARY AND COARDENl' AL 12/14/11 W.C. �.;� A fir i��t'+`sO A Y t;••' THE INFORMATION CONTAINED IN THIS DRANINS IS THE S= -PROPERTY OF CUSTOM. Sf�6$h„ WwRITTmNN P�ERM78 ON OFCLSTOMMOWI COLUMN WO IS PRROONStTEDtSOur THIE illoW GLASS MAX SIZE TYPE I W X H +/-55 A, 8 48 X 72 GLASS TYPE D FULL SIZE SW 44TH AVE. .A, FLORIDA 34474 E IMPACT : 510512D07 :1 CWS -169 g T. SOF9 1' OVERALL 3118° TEMPERED 318' AIRSPACE 7118" LAMI GLASS 3118' HEATSTAENGTH lLA .090 SENTRY GLASS IONOPLAST INTERLAYER 3118" HEAT STRENGTH 81 1 �PURFECT GLAZE "H" I I I F$ l SIKAFLEx552 GLASS TYPE D FULL SIZE SW 44TH AVE. .A, FLORIDA 34474 E IMPACT : 510512D07 :1 CWS -169 g T. SOF9 6 L� 1 1 9 10 11 8 7 7 • 3SECTION B-B 4 EXTERIOR EXTERIOR 8 ' 0 2 7 SECTION VIEW C•C ALT FIN FRAME BI UPDATED PER 2010 FBC ::::1:, 2/6/2011 8 .• LUCAS A. TURNER FL P.E. 59201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 SECTION VIEW A-A RE IV ♦��ar, �O„G4�.� . " �?�,�,�yLuf77 „�+�,.��GEPd,s�„�¢yy+ . •itt1NOQ1Y$RrDOOR9 'f Na 56401 1900 SW 44TH AVE. OCALA, FLORIDA 34474 11P TM' SECT. VIEWS & ALT. FIN FRAME - LAR06 MISSILE IMPACT STATE* OF i`tLfi PRORSTA0RAND CO9THE 84LE r. �A 51Q512007 830Q .t✓d ���"i�14'f`�••�.ii� TFIE INFORMATION OONTAINED PROPERTY OF CUSTOM u .No.DE .�n�?�s$ P,��t, ONA, t��, PVC FEXED LITE 1:2 CWS-159 WRITTEN PF,RMIMONN OF CUSTOM WH)CW SYSTEMS. INO.1B PADMBITE0. r.ULLtK: B BOF9 Item # Part # . Description Vendor Material 1 H 6006B Fr., PW,.Main, Head Mikron PVC 2 H 6006E Fr., PW, Main, Sill Mikron PVC 3 H -6006B Fr., PW, Main,.L. Jb. Micron PVC 4 H 6006B Fr., PW, Main, R Jb. Mikron PVC 5 H 6006A Fr. Main PVFin Mikron• PVC 6 P-3113 Screw Support for PVC TeamPlastic Rubber 7 • P-3352 Set. Bk, 85 Dur., 1/8" x5/8" x2" Lg. FiankLowe Rubber 8 Purfeet Que "H", SticaFlex552 Henkel / Sika Silicone 9 P-3752 Cap Plug, 1/2" Hole M&M Nylon 10 S-6064 Glz Bd., Fxd. 1" O.A.1.Q) Mlron PVC 11 GLASS- See.Sheet4 i 114° "'Ir PVC GLAZEBEAD-8084 w PRO RIETARYANDCOWDENTIAL 12/14/11 THE INFORMATON CONTAINED IN THIS DRAWINO IS THE SOLE PROPERTY OF CUSTOM WNDOW SYSTEMS, INC. ANY REPROOUORON IN PART ORAS A WKOLE WITHOUY THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, WC, IS PRORBITED. PVC FRAME FLANGE - H 8006 B PVC FRAME'FIN - H SOMA 8 �31------`�-7� 3118° D II SCREW SUPPORT - P-3113 CORNER WELD (ALL SIDES) No 58201 ';-A r 1900 SW 44TH AVE. gY = OCALA, FLORIDA 34474 �1r TLC-' EXTRUSIONS & B.O.M. - LARGE MIS a 4SrATZ OF - - ADI �.� A ft%ID..,*-$ a s3� nia►�:e��. ire FIXED LITE 1:2 ldJRtlNt1Y1'a' "U. � 70FS SEALANT BETWEEN BUCK AND OPENING BY OTHERS Z= MIN. EDOEDI8T. [C] • a 1. A • °' ` O 'O P P •:s :as • EXTERIOR FINISH BY OTHERS SEALANT BI FLANGE BY INSTALLER [C] 114" MAX SHIM [e] CONCRETEIMASONRY D.p`O• .0. 0 D,. I BY OTHERS 1BY WOOD BUCK BY OTHERS SEALANT BETWEEN BUCK [A] AND OPENING BY OTHERS 4 114' MAX SHIM s ' 2 BY WOOD BUCK 0 ° ° 4 IB] INSTALLATION ANCHOR 3118"FER�j MASONRYANCHOR Wf WASH D.ggD D p •�p D� • p p THRU SCREW SUPPORT[C] -114" MAXSHIM IBI ► A• 71 MIN. EDGE DIST, CONCRETEWASONRY (TYP.) BY OTHERS 2 1Ply MIN. EDGE D18 . 4 !4 MIN EMBEDMENT [O] s► INSTALLATION ANCHOR, -81LLSTOOL FKAME(MASONRY) 0 010 WOOD SCREW WIWASHER r 1 BY WOOD BUCK 1 v4" MIN EMBEDMENT • s • . THRU SCREW SUPPORT BY OTHERS [Al [C] PERIMETER SEALAN EXTERIOR FINISH BY INSTALLER BY OTHERS HORIZONTAL SECTION 6 FRAME(MASONRY) HIGH STRENGTH STRUCTURAL GROUT BY OTHERS SEALANT BI PLANOE BY INSTALLER ' A• •q:A •O• •P• O• � •P + •A•Pi +' Pa sA P+•OaP� n. p;?O eA : PPaAa Oa•P a• 411. •Oe •p `•••� •Pa Ap+APT • A+ • a' p• • Aa Pa a • CONCRETEIMA60NRY BY OTHERS A .VERTICAL SECTION S F ME (MASONRY) w/ WASHER THRU SCREW SUPPORT LC] r.V4" MAX. SHIM (TYP) D.p`O• .0. 0 D,. I MIN EMBEDMENT EEXTERRIIOR$INISH D. g t8YOER "HOR, iY ANCHOR [D13V 1 114" MIN EMBEDMENT (TYP) V4" MAX SHIM-+{ D D D s ' 2 BY WOOD BUCK 0 IB[ I BY OTHERS [A] D.ggD D p •�p D� • p p -114" MAXSHIM IBI ► A• 71 MIN. EDGE DIST, CONCRETEWASONRY (TYP.) BY OTHERS IDJ ✓ 01 ALTERNATE PRECAST SILL DETAIL s► INSTALLATION ANCHOR, -81LLSTOOL FKAME(MASONRY) 0 010 WOOD SCREW WIWASHER • s • . THRU SCREW SUPPORT B UPDATED PER 2010 FBC -USE SOLID WOOD SUPPORT TO MAKE LUCAS A TURNER. FL P.E. 63201 A UPDATED PER NEW FBC I 0' 0 2 BY WOOD BUCK ` " • SY OTHERS [A] SEALANT BEHIND {• '�•' FLANGE BY MSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS T PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS' HORIZONTAL SECTION 8j FRAM(WOOD) OTE: HEAD AND JAMB IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS HOWN BELOW, w/ WASHER THRU SCREW SUPPORT LC] r.V4" MAX. SHIM (TYP) BILL LEVEL BY OTHERS MIN EMBEDMENT MIN. EDGE DIST. PROPRIETARY AND CO*IDENTAL 12/14/11 THE INCO.4MATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES: [Al SEE NOTE 10, SHT 1 9 SEE NOTE 2&3, SHT 2 [C] SEE NCTE 4, SM 2 @) SEE OTE,H E 88SHTT 2 [E] D.p`O• .0. 0 D,. I EEXTERRIIOR$INISH D. g t8YOER "HOR, iY ANCHOR Dp > D • p : s • ' D• p s • ° l; p• p D, D. 9p •D> p, pop p D D 1 114" MIN EMBEDMENT (TYP) SCREW D D D • b ` p • p ` p ppDp9 D9 D D.ggD D p •�p D� • p p -114" MAXSHIM IBI 2112" MIN Waa DIST, CONCRETEWASONRY (TYP.) BY OTHERS ✓ 01 ALTERNATE PRECAST SILL DETAIL -81LLSTOOL FKAME(MASONRY) BY OTHERS B UPDATED PER 2010 FBC -USE SOLID WOOD SUPPORT TO MAKE LUCAS A TURNER. FL P.E. 63201 A UPDATED PER NEW FBC I BILL LEVEL BY OTHERS MIN EMBEDMENT MIN. EDGE DIST. PROPRIETARY AND CO*IDENTAL 12/14/11 THE INCO.4MATION 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. IS PROHIBITED. REFERENCE NOTES: [Al SEE NOTE 10, SHT 1 9 SEE NOTE 2&3, SHT 2 [C] SEE NCTE 4, SM 2 @) SEE OTE,H E 88SHTT 2 [E] SEALANT BEHIND FIN BY INSTALLER WINDOWWRAP BYINSTALLER WINDOW WRAP - BYINSTALLER EXTERIOR FIMSH BY OTHERS SEALANT BEHIND BYINSTALLER SHEATHING BYOTHERS L iA& MIN. EMBEDMENT [E] INSTALLATION ANCHOR, 08 WOOD SCREW ANCHOR WIWASHER CEI 2 BY SUCK [A] OTHERS - 119" MIN EMBEDMENT [E) h MAX SHIM -114" MAX SHIM IB] �--F314: MIN EMBEDMENT (E} [A] INSTALLATION ANCHOR, 08 WOOD SCREW ANCHOR W1 WASHER ]E] ]-VZ. MIN. EMBEDMENT l� SHEATHING BY OTHERS EXTERIOR FINISH 00 e BY OTHERS SEALANT BEHIND FIN BYINSTALLER 2 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, SB WOOD SCREW ANCHOR W/ WASHER p 9lir MIN. EMBEDMENT E VERTICAL SECTION el 9 FIN (WOOD) PROWWARYANDCWFIDENIMAJ. 12!14/11 THS INFORMATION COWARJED IN THS MWINO IST1M SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, =. ANY REPRODUCTION IN PART OR AS A WHOLE WRHOUT THE WRITTEN FERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IB PROHIBITED. —914: MIN. EMBEDMENT CE] —IW MAX SHIM [B) WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER AL SECTION e FIN(WOQD) I REFERENCE NOTES: IAI BEE NOTE 10, SHT 1 IBI SEE NOTE 263, sHr a (C] SEE NOTE 4, BHT 2 [0 SEE NOTE 5, SHT 2 IEI SEE NOTE 8, SHT 2 Florida Building Code Online lrtfp:/Iwwwfloriclabuildu or In/Pr&PP 4.aspy G %Ma Dgwt tel. acs Home � m i user R69ist Wdon HotTo�s 1 SL mrz surcharge stats & raar BUSIr1�SC PraeSSia Product Approval USER: Pubk User egua 10n Ili9 lA! I Pmduet A=myal Menu > pmasct or nrmscacmn saarrh > Agd&aelnn use > Apptteauon MEN �n - •� FL L9520-113 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc -Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala,• FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, F1: 34474 (352)368-6922 Ext 221 jthompson@cws oc Category Windows Subcategory Mullions Compliance Method 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 ijoertse PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/15/2014 Validated By Steven M. Urich, PE Validation Checklist - Hardmpy Received Certificate of Independence Referenced Standard and Year (of Standard) FL9520 R3 COI EvalRea CWS 1508 (Impart 3 In Mull).adf Standard AAMA 450-06 ASTM Fa 886-02 ASTM E1996-02 PA TAS 201/202/203 Year - 2006 2002 2002 1994 1 oft 6/12/201212:00 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Crr�nmaev f D—A... +. bttp://www.floridabWding.org/pr/pr app dtl.aspx?param-= EM Method 1 Option D 02/22/2012 03/26/2012 04/10/2012 06/11/2012 �=0=11 Contact Us :: f Sae No h Monro Street -Tallahassee FL 12Z4C Phone• $56-a$7-1824 The state of Florida S an WEED employes Copyright 2007-207 0 State, of Florida. Statemen4 :: Actessfafty Statern :: Ftefurld Statement Under Florida law, e -mal addresses are pub& records. B' you do not want your e -mal adddess released in response to a pub& -records request, do not send eleMontr mal to tW entity. Instead, contact the office by phone or by tradbonal not ff you have any questions regarding DBPR!s ADA web acs y, pose contact our Web Master at w - . e"dtate flus: Product Approval AcOep1S: (Y" PLURrD "anan� ;=. H 2 of 2 6/12/201212:00 FL # Model, Number or Name . Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use i Installation Instructions Approved for use in HVHZ: Yes 3 FL9520 R3 H CWS 15013 (Impact 31n Mull). Verified By: Lucas A. TUrner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Large Missile Impact; See Installation Instructions FL9520 R3 AE EvaiRep CWS 1508 (Imoact3 in Mull).odf Created by Independent Third Party: Yes and Evaluation Report for complete list of Limitations and Conditions of Use. 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use In HNUZ: Yes FL9520 R3 II CWS -14613 (Imoact 4 In Mull).odf Verified By: Lucas A. Tuner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes. Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R3 AE Eval ft CWS -1468 (Imppct 4 in Mull).odf Created by Independent Third Party: Yes. and Evaluation Report for complete list of limitations and Conditions of Use. 9520.3 5 1/2" Alum. Tube Mullion 5 1/21 Alum Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL9520 R3 11 CWS -1928 =pact 5 in Mull).r�lf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resisiant:'Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R3 AE EvalRep CWS -192B (Impact 5 in Mull).pff Created by Independent Third Party: Yes and Evaluatlon Report for complete list of Limitations and Conditions of Use. �=0=11 Contact Us :: f Sae No h Monro Street -Tallahassee FL 12Z4C Phone• $56-a$7-1824 The state of Florida S an WEED employes Copyright 2007-207 0 State, of Florida. Statemen4 :: Actessfafty Statern :: Ftefurld Statement Under Florida law, e -mal addresses are pub& records. B' you do not want your e -mal adddess released in response to a pub& -records request, do not send eleMontr mal to tW entity. Instead, contact the office by phone or by tradbonal not ff you have any questions regarding DBPR!s ADA web acs y, pose contact our Web Master at w - . e"dtate flus: Product Approval AcOep1S: (Y" PLURrD "anan� ;=. H 2 of 2 6/12/201212:00 Lucas A. Turner, P.E., MBA 2080 Mauve Ter. North Port, FL 34286 Ph. 941-380-1574 Product Description: PVC 3" Mullion H-1758 Evaluation Report I50B February 6, 2012 Manufacturer: Custom Window Systems, Inc. 1900 SW 44' 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 -15013, signed and sealed by Lucas A. Turner, P_E. on 2/6/2012. .2) Test Reports NCTL-210-3422-1, -1A, -2,-2A, -3,-3A, -4, and -4A; and NCTL-210- 3427-1, -IA, -2, -2A, -3, -3A, -4, and 4A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAIVMAIWDMA/CSA 101/I.S.2/A440-2005, ASTM E 1886/1996 2002, and AAMA 450-06 3) Supplemental Calculation_ s to support CWS -150B, signed and sealed by Lucas A. Turner, P.E. on 2/6/2012 Installation: Units must be installed according to approval document CWS -150B. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS -150B, using clips as shown in CWS -150B • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System, Inc. PVC windows (using Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. #11-0830.09), please see individual window unit approvals for applicable design pressures and for more details 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. Tumer, P.E. 2012-02-06 13:21-05:00 464�ie�i�r�t� No STATE OF0. 'ON A r y �- 2/6/2012 Lucas A. Turner, P.E. FL PE 458201 3" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS EXAMPLE HORIZONTAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY TABLE OF CONTEN'T'S GENERAL NOTES & ELEVATIONS ........... i ANCHOR SCHEDULE ............... _....... ....... 2, 3 EXTRUSIONS & B.O.M........................ .._..4, 5 MULL BAR SECTION VIEWS.....................6, 7 INSTALLATION DETAILS ..... ................ .._.8, 9 x IMPACT MULL BAR INSTALLATION REOUIREMENTS; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2 CONFIGURATIONS SHOWN: (SEE SHTS 2-3) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 5083 -TS ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEETS 2-3) S. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODLICTAPPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. 8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 0 9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT, op 10. 1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. SUCK AND FRAMING.IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. X 11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO.THOSE SHOWN IN THIS DRAWING. x I I SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW I 1 SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC. 12. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL _ MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER, ANCHOR—'13.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY -AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE E E 1 .AL MULLLQ_RI IN. FOR PVC WIN ECTION VIEW3 QNi Y 14, THE 33 IfJ% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd•.1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 15. REFERENCE TEST REPORTS: NCTL 210-3422.1, -1A, -2,-2A. -3,-3A, -4,4A NCTL 210-3427.1, 4A, -2,4A. 44A, 4,4A $�7,i No 59201 t ;3`1. 1900 SW 44TH AVE. * S _ CCALA FLORIDA 34474 Lucas A. Tumor, P.E. 2012-02-013:21-05:00 �j a �y� * •T�: ' GENERAL NOTES & ELEVATION -3° MULLBAR d� r9t BTAT B OP fit: Z�G1. p��y�✓+,! s:PVCMULLBAR„ ti R.S. 12/$2011 RYANDCONFIDENTIM THE INFORMATION OONTAINE�D IN THIS B RAW THE SME PROPERTY OFO12 CUSTOM i�A, .� Q R Y •�1,C*�q.++~ ' 3° ALUM. MULL NTS o'CW S-160 SMSIOFONOTBOR DSFHOU ITHE WRM*EN SSION CtWOMWIIDOWSON SMS,,IND. IS I .ei >I - . B 1 CF 9 TRANSOM OVER TWIN VERTICAL MULLION TRANSOM OVER TRIPLE Design Pressure Chart, PSF, for Impact PVC 3" Mullion H-1758, Horizontal or Vertical, with z 1522 dips using four (4) #1105crews or3/W' ITW Tapcons with washers perclip a OPENING31LE0m) 8 r 39 45 5157 63 69 75 81 87 93 99 1063m 37 675 675 67S 675 672 67S 6715 675 673 67S 675 675 4 42 314 672 .675 6715 675 675 675 675 675 675 6715 67.6 672 4 6715 675 6715 675 675 672 675 675 675 67.5 6715 M Il' 6715 575 672 675 672 6715 671 67S 67.5 67.5 675 673' 'a 57 6715 675 672 672 67S 675 672 67J 675 6715 675 64.3 63 675 67S 6715 672 6715 675 672 672 672 652 61.6 57.7 TRANSOM OVER TWIN VERTICAL MULLION NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/18° DIA TTW TAPCON. o MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH O ACHIEVE A 1 114' MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU IX BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE I SINRLEI SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 119' SHALL BE ACHIEVED IN ANY DIRECTION.I TWIN OR 2 FOR CLIPS INTO WOOD CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 91 1) WOOD SCREW WITH WASHER. WOOD ANCHORS MUST E15 OF SUFFICIENT LENGTH TO ACHIEVE A 13W MINIMUM EMBEDMENT INTO 2X I UNITS MUSUCKTHRUCLIP. AMINIMUM BE HIEVEDVANY OIRECTION.A � IBELOW INNNMCENTER OCNTERANgkORPACINGOF31ALLLBMAINTA1ED ( 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR.THRU FRAME AS SPECIFIED IN WINDOW UNIT OPENING SIZE OPENING 812E F� F+ MULL LENGTH APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (610 OR 012) AS THE WOOD SCAINDICATED IFA EWINDOWDHENVALSCMUSHL BE LONG ENOUGH TO ENSURE THREE (3) 7HREPENETRATION BEYONTIWA6 L 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. B WPDATED PER 2010 FSC 11210e201 S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION LUDAS A.TURNER FL P.E. 68201 A PDATED PSWNEW FBO 07(07120f INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 'ItI011111r,", STRENGTH SPECIFIED BELOW. Og# "DREW 9.- B. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE �� P ,+`,1 S,•N+''• K'II4DOVtS 8:'DOOaS FOLLOWING PROPERTIES: :.16 �a A. WOOD -MINIMUMSPECIFICORAVITYOFG-0.55(SOUTHERN PINE ORGREATER) r: Me 5=1 1900SW44THAVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PBI �' S * ; OCALA, FLORIDA 34474 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER) yr J p { # ANCHOR SCHEDULE 3° MULL BAR W11622 CUPS 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY Y �^ ��► ' STATE OP �,�IL R IO a fOTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE ; FMANd�! AAA (FIN W WDC ), FMA AAM 200 DMA 300 (WEXTERIOR bO0R8) FOLLOWING REFERENCE DOCUMENTS:OR ANS WNDOW SYSTEMS, M, ANY �� oN N�O�OL PART OR AS A PERRTYYOOHOLE �Fo�a� ,y�oq' iy��'!'Q R•' �,1Q r~ 3' ALUMLMULL NTS NO 11'+ 050 WRITTEN PERMISSION OF CUSTOM WNopw SYSTEMS, INC. IS PROHIETI'E0. I+trjjt j A111f��1 �.': `13 20F9 TRANSOM OVER TRIPLE VERTICAL MULLION z a 8 r LII 'i OPENING SIZE HORIZONTAL MULLION NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/18° DIA TTW TAPCON. o MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH O ACHIEVE A 1 114' MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU IX BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE I SINRLEI SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 119' SHALL BE ACHIEVED IN ANY DIRECTION.I TWIN OR 2 FOR CLIPS INTO WOOD CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 91 1) WOOD SCREW WITH WASHER. WOOD ANCHORS MUST E15 OF SUFFICIENT LENGTH TO ACHIEVE A 13W MINIMUM EMBEDMENT INTO 2X I UNITS MUSUCKTHRUCLIP. AMINIMUM BE HIEVEDVANY OIRECTION.A � IBELOW INNNMCENTER OCNTERANgkORPACINGOF31ALLLBMAINTA1ED ( 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR.THRU FRAME AS SPECIFIED IN WINDOW UNIT OPENING SIZE OPENING 812E F� F+ MULL LENGTH APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (610 OR 012) AS THE WOOD SCAINDICATED IFA EWINDOWDHENVALSCMUSHL BE LONG ENOUGH TO ENSURE THREE (3) 7HREPENETRATION BEYONTIWA6 L 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. B WPDATED PER 2010 FSC 11210e201 S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION LUDAS A.TURNER FL P.E. 68201 A PDATED PSWNEW FBO 07(07120f INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 'ItI011111r,", STRENGTH SPECIFIED BELOW. Og# "DREW 9.- B. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE �� P ,+`,1 S,•N+''• K'II4DOVtS 8:'DOOaS FOLLOWING PROPERTIES: :.16 �a A. WOOD -MINIMUMSPECIFICORAVITYOFG-0.55(SOUTHERN PINE ORGREATER) r: Me 5=1 1900SW44THAVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PBI �' S * ; OCALA, FLORIDA 34474 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER) yr J p { # ANCHOR SCHEDULE 3° MULL BAR W11622 CUPS 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY Y �^ ��► ' STATE OP �,�IL R IO a fOTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE ; FMANd�! AAA (FIN W WDC ), FMA AAM 200 DMA 300 (WEXTERIOR bO0R8) FOLLOWING REFERENCE DOCUMENTS:OR ANS WNDOW SYSTEMS, M, ANY �� oN N�O�OL PART OR AS A PERRTYYOOHOLE �Fo�a� ,y�oq' iy��'!'Q R•' �,1Q r~ 3' ALUMLMULL NTS NO 11'+ 050 WRITTEN PERMISSION OF CUSTOM WNopw SYSTEMS, INC. IS PROHIETI'E0. I+trjjt j A111f��1 �.': `13 20F9 Design Pressure Chart, PSF, for ImpactPVC3° Mullion 14-1758, Horizontal or Vertical,.with 1767 dips using six(6) k10Screws or3/16" ITW Tapcons with washers per each end Of mullion I T 39 45 1 51 57 63 OPHVAGSIZ I 69 75 81 87 93 99 10631 THRU CLIP OR THRU 1X SUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CUP TYPE 37 675 873 675 67S 673 •67S 67S 675 675 675 67S 67S _ 42314 67S .675 673 675 67S 67S 675 67S 67S 675 675 67$ DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO 483/4 6115 67S 675 67S 675 675 673 673 675 675 673 675 53 [is 675 b7S 675 675 675 675 673 675 .675 675 675 675 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PBI C. MASONRY - STRENGTH CONFORMANCE TO ASTM G90, GRADE N, TYPE 1 (OR GREATER) 57 675 0S 675 671 675675 675 675 675 675 675 67$ 63 675 67S '67.5 675 67$ 675 675 67S 67S 675 I 675 675 TWIN NOTE& [ HORIZONTAL MULLION rVERTICAL I 1. FOR CUPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3110' DIA RW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4' MNiMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X SUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CUP TYPE JTRIPLEj SHALL SE MAINTAINED. A MINIMUM OONOR"TE EDGE DISTANCE OF 1 IWSHALL BE ACHIEVED [MANY DIRECTION. )UNITS IBELOWI OPENINGSIZE 2. FOR CUPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 1310 WOOD SCREW W ITM F- MULLLENGTH— WASHER, WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A i Sar MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EWE DISTANCE OF 71W SHALL BE ACHIEVED IN ANY DIRECTION. A MNIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4° SHALL BE MAINTAINED. 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(%TO MULLSAR THRU FRAME AS SPECIFIED IN WINDOW UNIT II F°— OPENING SIZE— APPROVAL DOCUMENTS, IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (610 OR 112) AS THE WOOD SCREW INDICATED IN THE WINDOW, APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MAYERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANOHORS 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 G.D.65 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PBI C. MASONRY - STRENGTH CONFORMANCE TO ASTM G90, GRADE N, TYPE 1 (OR GREATER) BY 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: PROPRIETARY ANDOOM OMMAL 2/66012 FMAiAAMA i00 (FI(V WINDOWS), FNW HAMA 200 (FLANGE WINDOWS), THE INFORMATION STAINED IN THIS DRAWING 18 THE SOLE PRO IFERTY OF OUSTOM FMAAVDMA250(BOX WINDOW%FMA/AAMNWOMA300(EXTERIOR DOORS). WINDOW WOMB, M ANV REPRODUOTION IN PART OR AS A WK&E WMOUT THE WRITTEN PW MSSIOHOF CUSTOM WINDOW SYSTEMS. IND. IS PROHIBITED. TRANSOM OVER TWIN VERTICAL MULLION TRANSOM OVER TRIPLE VERTICAL MU WON I nPFNINO A17F TRIPLE MULLION HORIZONTAL MULLION rVERTICAL I (SINGLE) TWIN OR JTRIPLEj )UNITS IBELOWI OPENINGSIZE F- MULLLENGTH— PER No 58201 y 3 1900 SW 44TH AVE. * 4 E OCALA, FLORIDA 34474 ... e & I ANCHOR SCHEDULE, $- MULL BAR W/ 1767 CLIPS STATE OPPVC MULL BAR Cy" S. 21842011 QRYr;... `��.3°ALUM. MULL �0 NTS . G` 0.CW3-150 'B 30F8 ITEM NO. PART NO. DESCRIPTION 1 H-1758 1' 318'1 x 3` MULLI TUBE 2 F•1767-001 #10 OR #12 HEX WASHER HEAD TEK SCREW "(ss® note tielDW 3 F-1622.006 #10 x 1 112", PANHEAD PHILIPS, ZINC 4 NEW #10 FLAT WASHER 6 5-1522 RETRO FIT MULL ANCHOR CLIP 7 S-1897 MULLION CUP 8 NOTRECOMMENDED SEALANT BO% 8-1895 DRIP' CAP 10 S -1 8984E ADAPTER 11 S-6018 MULLION INTERIOR COVER 13 P•3486 MU BAR P 14 F•1522.013 3°SLO DNEWOONTRUOTIONFIN MULLCLIP 15 F-1522.006 3°SLOTTEDT-CLIP 16 F-1767.001 L -ANGLE 3°MULL CLIP, STANDARD {SEE SHEET 17 F1767 -004L L-ANGLE3°MLILLCLIP,FIN,LEFT SEE SHEET 95) 18 F -1767.004R L -ANGLE 3° MULL CLIP, FIN, RIGHT 3EE SHEET #6 19 1#10 H WASH HEAD TEK SC USE WOOD SCREW SIZE (#10 OR'112), SPECIFIED IN WINDOW LINIT APPROVAL DOCUMENT 1314* 812 7118" � � 1118" � � 712 tl� �0 1.� 1t DRIP CAP 51895 MULLION INTERIOR COVERS -6018 FLANGE ADAPTER 9-1898 n 14 211 116° 4 718" F- 1522 - 013 NEW CONSTRUCTION 1 FIN INSTALLATION 1'375--I TOP VIEW 2 ItUr A 2.7 0 1 1 31i 8" TYP. FIN FRAME 3" MULLBAR H-1708 MULLION CLIP 51897 SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME A17ACHEMENT TO MULL BAR DETAIL A J 2— 'PADMIn'ARYANDOONMEMAL 2/6/2012. THE INFORMATION CONTAINED IN THIS DRAWING 18 THE SOLE PROPERTY OF WSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WRHOUT THE WRITTEN PERMISSION OF WRTOM WINDOW SYSTEMS, INC. IS PROH11VED. FRAME TYPE OPENING Ir MULLBAR CLIP (F1522 -MI) "L" MULLBAR CUP 014767-=0 NEW F-1622-013 F•1767-001 FIAPtQE RETRO F-1622.006 F•1767.001 NEW F-1522-013 F•1767-0"L&R) FIN RETRO F-1622-013 F1767-004(L&R) NEW NOTRECOMMENDED F-1761-001 BO% RETRO F-1522-006 F•1767.001 71 "�j fw 1 6116' 7L4_' 27116' 1 11118° 3/0" 2 No 58201 :'A 1900 SW 44TH AVE. * OCAL.A, FLORIDA 34474 EXTRUSIONS -& BILL sTAT6 OP&j s kQ Pvc MULL BAR O R L 4; •_'� •'•E+r1 _.• 3" ALUM. MULL F-1522-008 RETRO I FLANGE CLIP R.B. 121812011 1:2 „., 4OF9 I I I 2W X2114"� I cb 1 2711 I 378' {2X} 1 1 I—I 7N8" THRU(TYP) 114" THRll(F!P) I aurslnE • I I I • I I 31 I 1 I � , I 8713" L-ANGLE 3" STANDARD MULL CLIP - F-1767.001 114" (iYP) 7118' (1vP) I �. CD ars" i 168" 1518" I I I I I 112° 12" I 2314° 2 314" 8' 9' I B UPDATED PER 2010 FBC 12x08120'11 L ANGLE 3" MULL CLIP, FIN (LEFT1 F-1787-004L L ANGLE 3" MULL CLIP, FIN (RI%M Fi767.004R -vCASA. TURNER, FL P.E. 83201 A PDATEO PER NEW FBC 7!071200$ OUTBIDS 1U1110,1J. REW N►cq.4,�EWy"'�s.�""e� tvumowsa000as .• No 56207 }, p 1900 SW 44TH AVE k ? * } * = OCALA, FLORIDA 34474 r a i a EXTRUSIONS & BILL OF MATERIALS - 3" MULL BAR ZZ %,A : STATS OP I _ �i�0 P.0 �� PVC MULL BAR t' R.S. i2/8/2n11 wa INFORMATION .I CONTAINED RQ DRAWING � ° PROPAWARYANDCONPMAAWoaE M4OUTTTitioe �� glf7NAt 4 �` 3" ALUM. MULL 1:2 CWS-150 BRMT5OF•9 FRAMETYPE OPENING ,.1.. MULLBAR CLIP "L" MUI.LBAR CLIP (F•16?2:70tf() (F-1787-X%RJ NEW F7622.013 F1787.001 FLANGE RETRO F•1622-008 F-1787•�t NEW F-1822.013 F178T-1767 FIN RETAQ F1822-013 F•1787-004(L&R) NEW NOT RECOMMENDED F176T-001 BOX RETRO F1822.008 F•1787.001 I s I I i I I I SEAL BEHIND FLANGE I SEAL BEHIND FLANGE I APPLY SEALANTALONG FULL PRIOR TO ATTACHING PRIOR TO ATTACHING 2 LENGTH OF WINDOW FRAME 2 TO MULLION I TO MULLION I GROOVE PRIOR TO ATTACHING 2 I 1 I If COVER 1 t i i I a iT a 1 ' tt I tt FIN MUST BE REMOVED WHERE WINDOWS i CONNECT TO MULL t i I I I I I A HORIZONTALBA LL R EOTION I A HORIZONTAL MULL BAR SECTION j A VERTICAUHORIZONTAL MULL BAR SECTION 8 I 8rliv mmic'SWINtRSW — ' 8 O ' I APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL t t 1 ! t 1 t 2 I LENGTH OF MULLBAR GROOVE LENGTH OF MULLBAR GROOVE 2 I PRIOR TO ATTACHINGADAPTOR PRIOR TO'ATTACHI ADAPTOR 1 FIN MUST BE REMOVED I Q WHERE WINDOWS CONNECT TO MULL I I 3 8 0 Seo o� I � t I DETAIL A DETAIL B ' t I SEAL BEHIND FLANGE SEAL BEHIND FLANGE n ecce nereq B) PRIOR TO ATTACHING 1 (SEE DETAIL B) I TO MULLION ( I B UPDATED PER 201 O FSC t —1-.-- ,., -- ...,,... 1 A IPIIATm PFR IUFTN'FPf: niche B 8 FLANGE FRAME WINDOW B '\ YEEMCAL MULL 'An MOTION 8 FIN FRAME WINDOW PROMIITARYANDOONFIDl!"AL 21612012 THE INFORMATION CONTAINED IN THIS DRAWNG 18 THE$= PROPERTY OFOUSTOM WINDOW SYSTEMS, INC. ANYREPROOUCTION M PART OR A8 A WHOLE WITHOUTTHE WRITTEN PERMIS$tON OF CUSTOM WWOW SYSTEMS, INO. 13 PROH®ITED. TOP VIEW FIN FRAME A " HORIZ. T03" V LEAR SECTION 7 FOR (2 EAJGLIP) A 4" HORIZ 703" VERT. MULLBAR SECTION 7 NOTES: 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 18 (QTY 2), AS SHOWN ABOVE. Z PRE -DRILLED HOLES (THRU H!V CUP 1887), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING•(A MINIMUM CLIP EDGE DISTANCE OF ' AND A MINIMUM CENTER TO CENTER SPACING OF t/2°. S. THE ABOVE SECTIONS APPLY TO ALL MULLSAR-TO-MUU.BAR CONNECTIONS, REGARDLESS OF ORIENTATION (I.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL FOR PRoPRRR+IARYANDcoV wNRIU- • 216M12 THE INFORMATIONCONTAINED IN THIS DRAWINS IS THESOLE PROPERTY OF CUSTOM WPIDOW'EYSTEMS. M. ANYREPfiODUCTION IN PART OR AS A WHOLE WITHOUT THE WMTFPN PERMISSION CFCUSTOM WINDOW SYSTEMS, INO. 10 PROHIBITED. SECTION A -A :E NOTE 1 3 NOTES 1 & 2 !AXUP) /"A 3".HORIZ, TO 3" VERT. LOAR SECTION 7 0 lid MIN. EDGE DIST, IB] INSTALLATION ANCHOR, SEALANT BETWEEN FRAME rerouwvrvnr B OTHERS BY OTHERS 3/18" 0[A. MASONRY 1 1/4 MIN. 2 BY WOOD BUCK 1 318" MIN. .;L MULLBAR ANOOPENWQBYOTHERS PERIMETER SEALANT EMBEDMENTIBJ OTHERS BY JAI EMBEDMENT [CJ D BY OTHERS p 1114°MIN. )NCRETF.WASONRY a .•aa OTHERS T� ^T __.. .q REFERENCE NOTES;• I 118" MIN EDGE DIST. (BJ A SEE NOTE 10, BHT 1 B SEE NOTE 1, SHT2 %L�ALTERNATE PRECAST SILL DETAIL �R�CFIT'CCf � A, aa R 51POATED PER 201 O FRG 12IOAl?{111 STALLATION ANCHO ° t. A@ CONCREfEfM4SONRY p : , • • LiLa a 1 BY WOOD BUCK BY OTHERS [AJ A10 WOOD ANCHOR WITH WASHER JCJb BY OTHERSCONCRETE/ bD e°DMASONRY BY OTHERS b EMBEDMENT 181 ° °•. • ° EXTERIOR FINISH ° • p . bo . b4 • a Qa 4 a D > BY OTHERS 1:° .'�• RETRO FIT I.1 . , SEALANT BETWEEN 0 MULL BAR CLIP (SEE NOTE 2) I D > FRAME AND OPENING ,p , BY OTHERS — J INSTALLATION ANCHC, MASONRY < ' 3" HORIZ J P • PERIMETER SEALANT BY I. r ' I 1BY WOOD BUCK BY OTHERS JAI 3118' DIA ANGHORWTTH WASHER IN a "'d a d ' = MULL BAR q 'm• • •718" INSTALLER QQ a .. t I �I q D ° MIN. EDGE DIST. [C] — ° f 3• HORIZ• t t1s" MIN d a d A SEALANT ALONGIi. I MULL BAR SOME DIST. [B] a ' • ° • o OUTSIDED EXPOBL' - 1 a •' "' '" : b • q • q EDGE MULL 8AR EDGE OF •I SEALANT BETWEEN FRAME :':^;•:':°:%? ..+° a°' :�• PERIMETER SEALANT BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH AND OPENMJQ'BY OTHERS BY OTHERS RETRO FIT MULL BAR CUP INSTALLATION ANCHOR, 3118 DW. MASONRY EXTERIOR FINISH SEALANT ALONG OUTSIDE EXPOSED SEALANT ALONG OUTSIDE EXPOSED �H IZ: MULL JAMB SECTION (SEE NOTE 2) ANCHOR WITH WASHER [B] BY OTHERS EDQE OF MULL BAR 1 , EDGE OF MULL BAR ®R ISS FIT GLIP (WOOD) JAMB -SHOWN, HEAD SIMILAR J HORIZMULL JAMRSECTION n 1 VERTICAL MULL HEAD SEOTION B R RETRO F.TT B RETRO FIT CUP (MASONRY) MULL BAR CUP, CLIP OUTSIDE EXPOSED if EDGE OF MULL BAR t I a? PERIMETER SEALANT meq, s . , EXTERIORp , PINISHBY ;r;••.'• •. •p e OTHERS b o .p °g • • ° o e nb •b. p• �•p•p• Ppbp• O p• b• b•e e•pi�p• Pbeb, bb• a♦ s •♦ b••♦ e p a e e b a+ O b p °p b ° p• ° b p° ba CONCRETEI MASONRY IBlIGAL MLLL 61LI RECTION BY OTHERS 8 RETRO FIT CUP (MASONRY) NOTE: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION Z. RECESS RETRO FIT CLIP 1/4" MAX FOR ANCHOR CLEARANCE WHEN INSTALLING WINDOW UNITS 10R WITH WASHER EG] SILL STOOL BY OTHERS (SEE NOTE) SHIM AS REO'O TO MAKE LEVEL FOR MULL BAR � MIN. EMBEDMENT [B] hy11r MIN EDGE DIST. (B] II INSTALLATION ANCHOR, I 3/18" 0[A. MASONRY _ SEALANT ALONG ' `r - lr ANCHOR WITH WASHER [e] OUTSIDE EXPOSED AI EDGEOF MULL BAR P��,WVERTK;AL .;L MULLBAR PERIMETER SEALANT BYINSTALLER D • EXTERIOR FINISH D BY OTHERS p 1114°MIN. )NCRETF.WASONRY OTHERS REFERENCE NOTES;• I 118" MIN EDGE DIST. (BJ A SEE NOTE 10, BHT 1 B SEE NOTE 1, SHT2 %L�ALTERNATE PRECAST SILL DETAIL �R�CFIT'CCf � C SEE NOTE 2, BHT 2 R 51POATED PER 201 O FRG 12IOAl?{111 ,7-'A PROPMETMY ANPCOMDLiNTM 2(6a0I2 THE WWMAAVON VWTAINED N THIS DRAWING 18 THE BOLE PROPERTY OF OlI$TOM WINDOW SYSTEMS, M. ANYREPAOWOrf0N W PART QH AE A WH�E WtRiOUT THE WRITCEN PERA>IEEIOPI Op=TOM WINDOW &MEWS, M. [8 PROHIBITED. SEALANT BEHIND INSTALLATION ANCHOR, #10 WOOD ANCHOR FIN By OTHERS WITH WASHER [C[ 7X' MIN. EDGE DIST. SHEATHING [C] �r ` 2 BY WOOD BUCK WINDOW WRAP BY OTHERS BY OTHERS [A) WINDOW WRAP BY OTHERS ;,4c 1= MIN EMBEDMENT BY OTHERS ?e 2 BY WOOD BUCK PERIMETER SEALANT 101 ° 4, o. BY OTHERS SEALANT BEHIND 8;�.a MIN. EDGE DIST. FN BY OTHERS [c] [A) EXTERIOR FINISH EXTERIOR FINISH BY OTHERS ° o,o INSTALLATION ANCHOR, #10 WOOD ANCHOR e •°�' WITH WASHER [C) PERIMETER SEALANT • ° 13/8" 2 BY WOOD BUCK BYINSTALLER °•,8 1 .EMBEDMENT) [C] OTHERS A] RETROFIT SEALANTALONG_ OUTSIDE EXP M MIN EDGE DIST — — MULL BAR CLIP BAR EDGE Or46 � i s .1L _ _ SHEATHING ._�--•,rq — —I(— — INSTALLATION ANCHOR, 010 WOOD ANCHOR BYOTHER$ WITH WASHER — — — — [C] Po'o — EXTERIOR FINISH�;gy'•��o°°o _ METRO FIT BY OTHERS o• $ ' °o o — — IZ MULL BAR CLIP 3• VERTICAL SA MULL BAR M MULL SAM SEALANT BEHIND SEALANT ALONG ' PIN BY OTHERS OUTSIDE EXPOSED EDGE OF MULL SAM VERTICAL MULL HEAD SECTION WINDOW WRAP R O) BY OTHERS ' PERIMETER SEALANT BYINSTALLER RETRO FIT MULL BAR CLIP M ® RIZ M A•VFGTI(`.At� rn r JAMB SHOWN HEAD SILL IMIL)AR mu" win INSTALLATION ANCHOR, #10 WOOD ANCHOR WITH WASHER [C[ SEALANT ALONG �r ` 2 BY WOOD BUCK OUTSIDE EXPOSED EDGE OF MULL BAR BY OTHERS [A) WINDOW WRAP BY OTHERS ;,4c ?e N. EMBEDMENT) [Cl PERIMETER SEALANT BYINSTALLER ° 4, o. �--H-•718° SEALANT BEHIND 8;�.a MIN. EDGE DIST. FN BY OTHERS [c] EXTERIOR FINISH BY OTHERSVERTICAL MULL RECTION SHEATHING 1 s NOTE: 1. RECESS RETRO MULLION CLIP i14° MAX FOR CLEARANCE OF REFERENCE NOTES: WINDOW UNIT WHEN INSTALLED. 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CUP FOR INSTALLATION. A SEE NOTE 10, BHT 1 B SEE NOTE 1, SHT2 C SEE NOTE 2, SHT 2 n '.lirm_ PROPWETARYAND CONFIDENTIAL V612012 THE LNFDRMATWNOWAINED IN THM DRAWING IS THE SOLE PROPERTY OF OUSTOM W W00W SYSTEMS, R* ANY REPRODU67'ION IN PART OR AS A WHOLE WITHOUT THE WRnl'EN PERMISSION OFMU M WINDOW MTEMS, NO. 19 PROHISM. 0 a d �Q k M 4 A a O a O Ie tn-Nw; 2 a 1 a �$�nS3or o m 9r Ln N N �w� ro wPLn 3 Rto St Npm nW fD rn o m `m o F+ y N n '0� c rn a m a a ro ^Z -Cy N (A 4 7 t�Ob tO�p Q ski o (D c .0+ "... 3 o m a �$�nS3or o m 9r Ln N N �w� ro wPLn 3 Rto St Npm nW fD rn o m `m o F+ y N n A co { f :4 � >��o�b� ski o (D c .0+ "... 3 o V N cg 3 -r1 W N q. ?R W A co Florida Building Code Online ASTM E1996-06 PA TAS 201/2021203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 Page 2 of 2 2006 1994 of Products PL Imodel, Number or Name Description 16177.1 SH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact Resistant window. L m of Use Installation Instructions Approved for use in HVHZ-. Yes FL16177 RO H CWS -812A (SH -8100. Impact. 53x63. i Approved for use outside HVHZ: Yes d Impact Resistant: Yes Design Pressure: +70/-70 Verified By: Lucas A. Turner 58201 Created by Independent Third'Party: Yes Other: SH -8100 PVC Impact, Max. FI. size 35, no slil Evaluation Reports anchors required. Safety glazing required on outer lite FL16177_RO _AE DuPont PVB NOA 11-0624 01.�If FL361,77 RO AE EvalReRCWS-81?(SH-8100, Impact. above 30 ft. In HVHZ. 53x63 NoSfIlAnchl.odf FL16177_RO AE_ Mikron NOA 11-0830 09.odf Created by IndependentThlyd Party: Yes Contact Us :: 1940 loan Monroe Strc+r Tallahassee FL 32M phone: 850-487-1824 The State of Florida is an AA/E80 employer. Ccovrioht 2007-2010 State a Florida.:: Privacy Statement :: Accessibility, statemenit :: Refund Statement Under Florida law, email addresses are public records. Ifyou do not want your e-mail address released In response to a public -records request, do not SL electronic mail to thus entity. Instead, mntact the office by phone or by traditional mail. If you have any questions, please catnatt 850.487.1395. *Pursuant to Section 455.275(1), Florkla Stables, efrective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have tee. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avallable to the public To determine If you are a licensee under Chapter 455, F.S., please click hML. Product Approval Accepts- KI H ecce- http://Www.flori&'building.orglpr/pr app dtl.avx?param---w EVXQwtDgvyf4ngAXhlOy... 4/18/2013 TURNER ENGINEERING & CONSULTING, INC. 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O.A. #29779 ]Evaluation Report 812A January 3, 2013 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 517/8" x 613/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44a' 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). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -812A, signed*and sealed by Lucas A. Turner, P.E. 2) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203-94, ASTM E 1886-02/04/05,1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440-08 3) Supplemental Calculations to support CWS -812A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -812A. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS -812A • 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 — 5116 Laminated (1/8Ann-.090PVB- 1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami Dade N.O.A. 11-0624.01 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. .. M1�y111■k9 Hp Nd�{�'nl�� �,�a'��j��a.'�•+ti�a � pfd �'"-+: F.���� C.he Na 5 1 -�p p • 13% STATS or Lb d1 +�'yioMyAa'+ i!y. i� 1/3/2013 Lucas A. Turner, P.E. FL PE #58201 °W4298;1�;4�►��Lucas Turner 2013-01-0313:41-05:00 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. MAX OVER LL 2. GLAZING OPTIONS: (SEE SHEET 3) FLANGE WIDTH 81 7f8" MAX. UNIT WIDTH 3. CONFIGURATIONS: "OJX". -IMPACT. PVB SASHIIMPACT HOOK 4711118" GLASS DLO 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-13-04. a, 00 I /// I 6. ANCHORAGE: THE 331!3% STRESS INCREASE HAS NOT BEEN USED IN THE MAX. FLANG1 I DESIGN OF THIS PRODUCT. SEE SHEETS 6 & 7 FOR INSTALLATION DETAIL. OVERALL E V41ND LOAD DURATION FACTOR Cd -1.3 WAS USED FOR WOOD ANCHOR HEIGHT o 3!16° CALCULATIONS. S 281 GLAOSS 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. 1101,1 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT MAX I I USED AT FIXED MEETING RAIL AND JAMB, U S. SERIES 1 MODEL DESIGNATION SH -8100. 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED i I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS 303118' + I RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. rylpX, 26 718' EIGHT X I D 086 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH; 0 = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 461!18° GLASS DLO 4S 31S" MAX. SASH WIDTH WCA6A. TURNER, FL. P.E., 68201tARIEWC1,1ONFIGURE09/2012 10/18/12DESIGN PRESSURE RATING*70PSFM1+INDOWS & DDORS TABLE OF GdNTENTS No ,582D9 , 44TH AVE. GENERAL NOTES & ELEVATIONS.....1 1 § _FLORIDA 34474 ANCHOR SCHIDULE & NOTES..........2 Luca Tumer �y ;zERAL NATES &ELEVATIONS -LARGE MISSILE IMPACT GLAZING DETAIL.................................3 y .y' ^ t 2013-01-0313:40 D5:OQ f ^"' z9 srATe OF . k� SECTION VIEWS..................................4 i Oq% �kr,. � :)Are. WSTALLATIONDETAII............_......0,7 THE INFORMATIONCONTAIIEDINTM DROWNS IY AND S THE SOLEPROPetnO OF CUSTOM NTIAL 113/2013 ,'r��S ���: �0��►`�, L. 8100 LF BAT 'i G' 08/t8/20i2 WINDOWSYSTEMS. INC. ANY REPRODUCTION INPARTOR AS AWHOLEWTHOUTTHE +� �/D��� ��t`� PVC SINGLE HUNG -EV. LETTER: >HEeET. CWS -812 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. i,,i1++»+1t A 1 OF7 S' MAX MAX�--—�I A MA—L- V MAX 1 o 1 L I 4" 4" - I I � 101!2° MAXO.C. SPA I x SPACING (fYP.) a I 41B 4 { i NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL 2. SHIM AS RE90 AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR WOOD, AND 118" FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. S. LOAD IEARM SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOWEO. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/4" INTO MASONRY THRU BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212", IN ANY DIRECTION, SHALL BE ACHIEVED. NO ANCHORS REQUIRED IN SILL—+ A r ANCE��1`�YdJI n� QUAL�SPLIT) 8. $10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/0" INTO BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. S. #10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS a TURNER, FL. A.E., 58201 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SU8STRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3182 PSI. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. ALUMINUM -118" THICK MIN., 6083 T5 MIN. E. STEEL -.060" THICK MIN., 33 KSI MIN, ' 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 ���aa? � FMA/AAMA 100 (FIN WINDOWSj; FMA/AAMA 200 (FLANGE WINDQWS), PR) IN THS COWDENTAL SOLE f/3 013 FMAPWDMA 280 BOX WINDOWS), THE OW WS.T MS. CONTAINED P THIS REPRODUCTION INDRAWNPA THE ROLE PROPERTY TH UT THE ( ) WRITTENAY RMISSION OF CUSNY TOM VANCTION W PART ORASA MO W1D. THE FMR/AAMAIVI+pMA 300 (EXTERIOR DOORS). WRITTEN PfiRA7IS3toN t� GUSTOA9 WINDMW BYRTEfd8, INC.MIS PRO7iiR17'F�. NOTE 2 INSTALLATION ANCHORS (TYP) t 718" OVERALL 718" OVERALL 118" ANNEALED OR TEMPERED 118" ANNEALED OR TEMPERED 7118° AIRSPACE 7118° AIRSPACE 8118" LAMINATED 6118" LAWNATED 116" ANNEALED 178" ANNEALED ,080" DUPONT PVB INTERLAYER 480" DUPONTPVS INTERLAYER 1B" ANNEALED 1/8" ANNEALED tl/2* FLEX552ORPURFECTGLAZE"H" 4 @IKAFLEX6620RPURFECTGLAZE"H'SS BITE 1M" tdLA@@ iNTE 1 1 FIXED LITE (EQUAL SPLIT) SASH LITE LUCAS A. TURNER, rL. P.E., W201 A RECONFIGURED912D12 1D118/12 �11tinlurrrrrr �ti��� LlGE'7y�$� p„�y+w .. w1NDaw5�Doort.� v r No 56201 r 1900 SW 44TH AVE. * 1 * I*!: CALA, FLORIDA 34474 r t1'y +,z: GLAZING DEATAIL• LARGE MISSILE IMPACT Z 9 Al t STATE OF t /°a: - 8100 RAT THE WININFORMOW SYSTEMS, ORIN THEEPR00 DRAWING ISN IS PART/1812012 PRCMETARYANDCOMIDS ROLE PROPERTY OLE YOFCUSTO ~�L U412013�°� �'/(yWp10 F1 O--'j►'z, NS,L. PVC SINGLE HUNG ��'r,p FT,Og17 177, CWS -812 WRRTEN PERMISSION OF CUSTOM VONDOW SYSTEMS. (NO. 18 PROFfl6ITED. 30F7 SECTION A A (EQUAL 8PU T) m z:; r- PR"ETARYANO CO6FIMUM 1/3/2013 THE INFORMATION CONTAINED IN THIS DRAWIM 19 THE SOLE PROPERTY OF CUSTOM LTNDOW SYSTEMS, INC. ANY REPROIXICTION IN PART OR AS A WHOLE WTHOUT THE WRITTEN PERMISSION OF CUSTOM%VUM SYSTEMS, INC. IS PROWaITM. SECTION S -B NOTE: LEFT SIDE SHWMS Fgd:C1 UTE CUTAWAY, R143HT SIDE SHOWS &ASH CUTAWAY NOTES., ITEMS 20, 26, 26, 38, 37, 44, 61, 62, 66, 66, 64, 67, 86 ARE USED BUT NOT SHOWN FOR CLARITY. LUCAS A. TURNER, FL. P.E., 69201 Rem# Part Desorlptbn Vendor Material 1 H-6031 Main Fr., SH, w/Rg., Mead Mt lkmn Vinyl H-6031 Main Fr., El H, w/Flg., PVC, Wfi N4kron Vinyl 3 H-8031 Main Fn, SH, w g., L. Jb, roekrort Vinyl 4 H 8031 Main Fr„ $H, wlFle•, PVC, R Jb. MAkron Vinyl 8 5.1577 ImpectH6ok Keymark Alum 8 -8027 ash Meet. Rall, FVG kron M 9 H-1497 Reinf. Sash Meet Rail Keymark Alum 10 H-6020 Sash BottdmRail, Nlikron Vinyl 12 H-6004 Sash Sld®tioplBot Rall NAkron Vin I 1 S-1496 Rain1. 14 S4W64 Giz ., 4WPxt,Hortz kron lhnyd 15 U064 Glz Bd., 7WFxd., Vert Mikron wn S-8084 Glz Bd„ 718",Sash, Hartz Nakron Vin 17 5.8064 Glz Bd„ 718',Sash Vert NUkron Vinyl 18 14013 Scrn. Adapt, wINb, PMC, Horiz N$kron Vinyl i9 5-6014 San. Adapt, PVC, Vert Mkron Vinyl 20 S-6020 Sash StopIFiller, PVC, Vert PAkron vinyl 23 -1699 RelMorcement, SBR Keymark Alum 24 P-2190 Balance 0- 26 P-3059as a ., B 1 Plastio 26 P-3046 Take at I -_991- 127 n P-3783 Lock Impact FVU Interlock 28 P-4689 Keeper, Impact PVC Interlock Zamac 30 P-32 55 WeepCo*rwlF1sp Geer Plastic 32 P 3429 Watp., 0.270 x.187 ba ri eal, Gray Ult afab 33 P-3429 W91p,0270 x.187 back FlnSeal, Gray Uitrafab 34 P-3429 VYs ., 0270 x.187 back RnSeal, Grey Ultrafab 35 P-3429 WAIII)., 0.270 x.187 beck FlnSeal, Grey Ultralab 36 P-3429 Wstp., 0 0x.187 back RnSeal, Grep Ultrafeb 37 P4638 08x2.1l2PHMod. Truss, TppaA,TEK2 Fissional Steel 38 P 3768 #8 0.82 ' SAM Hub Cl St"I 39 P-4051 W 98 x 1.250 Ph FH TEK Wht. Hub City t6el 0 284VtI a8 x314 FHP wtde sad TFr, VOL Hub I tee 44 P-3342 Seam Gooier, Schnee 45 P-3752 lCapPlug.112"Hole M&M Hylar 47 P-3438 ISIkaftex552orPurfectGlmm"Fr' Stka/Henkel 48 Set Blk., 86 Dun,1/8' x 518" x g. F. Lowe Ru m- 51 P 3881 Temporary' Lbl. (NFR 52 P-3613 CWS Lb. (logo) Pro Label 53 gash See G, a2f art Fixed ee G z ng Utwrt g. 56 P-3281 Spacar Duraseal 62 P-3216 Screen Frame, Hartz Ailmetal Alum 83 P-1216 19aeenFrame,Vert Atlme 1 Alum 84 1 Screen F e omer Key Atimetal ae c 65 P-3581 I Screen Cloth,18 x 18 lass Bettervue Rbergtaaa SB P-3228 18creen SpSne, .166 Me Blk. Daps Vinyl 67 P-30288cmenPUllTab Summn Alum ellP-3 33 Screen SAW. aeon 70 P-3113 Screw Sudportlor PVC T. Plastica I on . 71 H-1836 jAlug. Rxeil Rall Keymark Alum 72 5.6063 100VISr, RI90 Rall Mkon I Vinyl 73 8-1112 1ROMMOMOntlmPact HOOK Kepmslk I Atom 74 -3541 1#8 00, Part Head, TEK Fastenal I Seel 2 2 3N8" 1 18118" 1118" 6 1N8° E 1 fH8• 1 PVC BASH MTG. RAIL -8027 PVC SASH STM. RAIL -6028 PVC FRAME FLANGE -6031 V 1118" 7BJT�y 1 314° 1 $/8' 1 SI18° 21/8° PVC SASH STOP -0026 13 18!118" 1116" 13116" 4 ' REINF., S.B.R. -1899 1 112° PVC SASH SIDE RAIL -9004 1118° ALUM 6083-T$ ALUM, FIXED RAIL -1836 REJNF. 8.121,RJS.S.R. -1498 ALUM 6063-0 ALUM WWTB s WELO (ALL 4 7 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTER FRAME ,D45• 1@° 1118" 6/18° 16118°„ 1 118" 9 -+l 11187 1J18° �+--►i-9118° 7_ PVC SCREEN SUPPORT- 8014 PVC SCREEN CATCH -6013 PVC FIXED RAIL COVER - 8063 REINF. SASH MTG. RAIL -140T ALUM 6063-T6 8 ¢ 3tie" 0 070° 0 7� 1 1 161 111871WPVC GLAZING BEAD -6004 SCREW SUPPORT -3113 i 6116'+1 LUCAS A. TURNER, FL. P.E., 50201 A RECONFIGURED 9/2012 IMPACT HOOK -1577 a}i11�;1�,/r+rrJ . ALUM 8083 -TB a ++,- �y 0 PND .�W 1 + �.�ie No 58201 REINFORCEMENT, IMPACT HOOK -1112 ALUM 6063 -Te STAT£ OF dgq� PROPRIETARY AND CO,MUNM 1/312013 ..�S °fi •.(no 21, 22,29, 31, 41, 42, 43, 49, S0, ,57-$1 ARE TFIEINFORMATIONCOWAR4EDINTHISORAWNGISTHESOLEPROPERTYOFCUSTOM WINDOW SYSTEMS, INC. ANY RWRODUC110N IN PARTORAS A WHOLE WITHOUT THE IOT USED ON THIS PRODUCT I WRIrrEN PERMISSION OF CUSTOM WM W SYSTeM. INC. IS PROHRirI'ED. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 10116/12 EXTRUSIONS IH.O.M. - LARGE MISSILE IMPACT 177,1774 B� &100 SAT OB/181ai1i2 PVC SINGLE HUNG rcAL NTS "[:W ­All A r,,,,,; 5 OF 7 21, 22,29, 31, 41, 42, 43, 49, S0, ,57-$1 ARE TFIEINFORMATIONCOWAR4EDINTHISORAWNGISTHESOLEPROPERTYOFCUSTOM WINDOW SYSTEMS, INC. ANY RWRODUC110N IN PARTORAS A WHOLE WITHOUT THE IOT USED ON THIS PRODUCT I WRIrrEN PERMISSION OF CUSTOM WM W SYSTeM. INC. IS PROHRirI'ED. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 10116/12 EXTRUSIONS IH.O.M. - LARGE MISSILE IMPACT 177,1774 B� &100 SAT OB/181ai1i2 PVC SINGLE HUNG rcAL NTS "[:W ­All A r,,,,,; 5 OF 7 SEALANT BETWEEN SUCK 9Y OTHERI AND OPENING BY OTHERS 2112° (MIN EDGE DIST.) C • :. •Aa p • A+b TPJMASONRY�p • P+ •`b.b P A+• b+ PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLA BYINSTALLER WINDOW HEAD WINDOW SILL SEALANT BEHIND BYINSTALLER PERIMETER SEAL BYINSTALLER [A] ro] • •� 4 d Z 114" MAX SHIM A A .., [B] 1 BY WOOD SUCK BY OTHERS rer EXTERIOR F1MSH- BY OTHERS STALLATION ANCHOR, V18" DIA. ASONRY SCREW w1WASHER AN HORIZONTAL SECTION IRU SCREW SUPPORT "*_W FRAME (MASONRY) MIN. EMBEDMENT 1318! MIN. EMBED @7 -1W MAX SHIM 114" MAX IB] EBI FLANGE SEALANT BEHIND BYINSTALLER INT PERIMETER INSTALLATION ANCHOR, 3118° DIA. 4 4 4 y•n' MASONRYSCREW=ASHER 4 4 ��y��l�z THRU SCREW SUPPORT 4 itiNUOKS.� DOORS 107 .4 1900 SW 44TH AVE. a' s' e 7 11A° 6 (MIN EMBEDMENT) ICI 4 . '�d,C • , INSTALLATION ANCHOF Ae 0' 4 BY BUCK 8100 SAT 06/18/2012 4 ' • A Y OTHERS (MIN EDGE DIST.) ♦ q ' [A] ro] • •� 4 d Z 114" MAX SHIM A A .., [B] 1 BY WOOD SUCK BY OTHERS rer EXTERIOR F1MSH- BY OTHERS STALLATION ANCHOR, V18" DIA. ASONRY SCREW w1WASHER AN HORIZONTAL SECTION IRU SCREW SUPPORT "*_W FRAME (MASONRY) MIN. EMBEDMENT 1318! MIN. EMBED @7 -1W MAX SHIM 114" MAX IB] EBI FLANGE SEALANT BEHIND BYINSTALLER INT PERIMETER WINDOW FRAME �I CONTINUOUS DOUBLE 3116" BEADS OF TREMGLAZE U1600 SEALANT SILL .OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BYINSTALLER 114" MAX SHIM PERIMETER SEALANT 1B1 BYINSTALLER __ •� REFERENCE NOTES. EXTERIOR FINISH D e « e • eT e e D —� [Al BEE NOTE S, SHT BY OTHERS e D « D • • ► AA • e ' IBI SEE NOTE 2&3, BHT CONTINUOUS DOUBLE3/1S" BEADS OF @] SEE NOTE 8, 8HT r D • > D ► D «Op b D IC] SEE NOTE 4, SHT. TREMOLAZE U1600 SEALANT AROUND e D • e e s • e D, e« o D PERIMETER AT ALL INDICATED POINTS D• �s ' eD . D D D D D D D D P BETWEEN FRAME AND BUCK BY INSTALLER. D ° `9• e �--114" MAX. SHIM D ,pp • oD, e D D ,DsD D*D$ D, g D EBl _. _ ...v._ 1 U :�6 + � : � ETOTHERSMA80NRY LUCAS A TURNER, FL P.E., B6261 A RECpNEIGURED 91209 2 .b. r O+P+ b ••P ,♦P+ sP •aP A• • ♦tr A+P+ •P+ O+ + �P. A+ +P•A+ p A� aeP •� aP. bap • a0. �•P PPa'• �/ aP+Oa � P+:. •+� + baps P CONCRETEWSONRY BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS VERTICAL SECTIONFRAME (MASONRY) 10/18/12 SILL STOOL y•n' BY OTHERS ALTERNATE PRECAST SILL DETAILISE 1;iP6tl�l'Ifp�t* ,�►g"�t�L1R�1M s�i� ��y��l�z = MIN. EDGE DIST. p�'S�t�� ' itiNUOKS.� DOORS "> ID) 1900 SW 44TH AVE. a' s' * * R LOCALA, FLORIDA 34474 6 A " ' '�d,C • , INSTALLATION ANCHOF 11=13 IIS'THHPROPRIETARY AND ESOLE PROPERTY OF CUSTOM THE INFORMATION CONTAINSOIINTHS A y+ 010WOODANCHOR 8100 SAT 06/18/2012 WINTEGRATED WASHE �L' CWS,61 A'; THRU SCREW SUPPOR • •�'•.i' :I'0. • WRnTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC.PR018 4i��rK1+i$�• 2 BY WOOD BUCK BY OTHERS 01 SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS } HORIZONTAL SECTION FRAME (WOOD) WINDOW FRAME �I CONTINUOUS DOUBLE 3116" BEADS OF TREMGLAZE U1600 SEALANT SILL .OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BYINSTALLER 114" MAX SHIM PERIMETER SEALANT 1B1 BYINSTALLER __ •� REFERENCE NOTES. EXTERIOR FINISH D e « e • eT e e D —� [Al BEE NOTE S, SHT BY OTHERS e D « D • • ► AA • e ' IBI SEE NOTE 2&3, BHT CONTINUOUS DOUBLE3/1S" BEADS OF @] SEE NOTE 8, 8HT r D • > D ► D «Op b D IC] SEE NOTE 4, SHT. TREMOLAZE U1600 SEALANT AROUND e D • e e s • e D, e« o D PERIMETER AT ALL INDICATED POINTS D• �s ' eD . D D D D D D D D P BETWEEN FRAME AND BUCK BY INSTALLER. D ° `9• e �--114" MAX. SHIM D ,pp • oD, e D D ,DsD D*D$ D, g D EBl _. _ ...v._ 1 U :�6 + � : � ETOTHERSMA80NRY LUCAS A TURNER, FL P.E., B6261 A RECpNEIGURED 91209 2 .b. r O+P+ b ••P ,♦P+ sP •aP A• • ♦tr A+P+ •P+ O+ + �P. A+ +P•A+ p A� aeP •� aP. bap • a0. �•P PPa'• �/ aP+Oa � P+:. •+� + baps P CONCRETEWSONRY BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS VERTICAL SECTIONFRAME (MASONRY) 10/18/12 SILL STOOL BY OTHERS ALTERNATE PRECAST SILL DETAILISE 1;iP6tl�l'Ifp�t* ,�►g"�t�L1R�1M s�i� ��y��l�z SOLID IUPPORT 0 MAKE FRAME (MASONRY)9fi'.` p�'S�t�� ' itiNUOKS.� DOORS ;ILL LEVEL BY OTHERS f° No 58201 "A ; 1900 SW 44TH AVE. * * R LOCALA, FLORIDA 34474 JL TH U FRAME MISSILE LARGE c '�d,C " 11=13 IIS'THHPROPRIETARY AND ESOLE PROPERTY OF CUSTOM THE INFORMATION CONTAINSOIINTHS •ati� P ia� ♦�'j�S ,4QRt �g``�> 8100 SAT 06/18/2012 �LE• NT8 0 L: PVC SINGLE HIFF �L' CWS,61 PRA'WNS WINDOW SYSTM. oUT THE LETTER. A "H T• SOFT WRnTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC.PR018 ,�tx r 1/e'MAK$HM INSTALLATIONANCHOR, - Ipl I #1 SCREW [D1 PERIMETER SEALANT BY INSTALLER �1/6" MAX SHIM SEALANT BEHIND FLANGE-� BY INSTALLER WINDOW FRAME HEAD PER WINDOW FRAME - INSTALLATION ANCHOR, BYARRFAlANT INIMS JAMB #10 SCREW lCl SEALANT BEHIND FLANGE BYINSTALLER HORIZONTAL SECTION WINDOW FRAME SILL REFERENCE NOTES: CONTINUOUS DOUBLE 3118" BEADS OF TREMOLAZE UIWO SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN A SEE NOTE 9, SHT 1 FRAME AND SUCK BY INSTALLER SEE NOTE 293, SHT 2 SEE NOTE 8, SHT 2 j SEE NOTE 9, SHT 2 SEALANT BEHIND FLANGE 116° MAX SHIM ' BYINBTALLBR PERIMETER SEALANT BYINSTALLER ]pl LUCAS A. TURNER, FL. P.E. 60291 A RECONFIGURED 912012 10118/12 atttsvTti!trTl� JsYti61,pLDRE� T �sy� :..::: ci'9•d°'�G VERTICAL SECTION �,h }viNDDt55 &BOORS > E %44; y v7 No 88241 1110 : 1900 SW 44TH AVE. CALA, FLORIDA 34474 %'A\ f9TATR OF awe ° Taug " -Immpi PROPIBETARY ANO COWMENTRt VM 13 'IRE %4g`t'(�.''e41 ,p er \`''�� - 8100 lee', i•QR+''`�j�''�°r' ° t: BAT •"L •• 08118!2012 '•' J "CWS•812 INFORMATION CONTAINED IN THS DRAWING IS THE SOLE PROPERTY OF CUSTOM PVC SINGLE HUNG NTS WNMWSYSTEMS. INCISPROKESITED. AMOUF OUT THE RMISSIOMD SYSTLPAU. W— FCLBTORMODUCTION IN PART OR .I WRITTEN Et O 4I'IljO'fraillREV.LCTTE,R: A 5 G 70F 7 Florida Building Code Online • http://www-flondabwldiiig.org/pr/pr�_app_4tl.aspx?paranr wGBVX- PaWa D DRMTe& BCIS Home Log In User Registratbn I Hot Topt s I Submit Surcharge Stats & Facts ; PubGtatkns FRC Staff SCIS Ste Map [ Links I s®rch 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 Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff 'Thompson Address/Phcne/Small 1900 SW 44th Ave. PE -58201 Ocala, FL 34474 ° Keystone Certifications, Inc (352) 368-6922 Ext 221 03/01/2014 jthompson@cws.cc Steven M. Urich, PE 1994 Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report AAMA/W DMA/CSA/101/LS.Z/A440-05 Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE 1994 2 Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R4 COI EvalReo CWS -1576 (HS -8200 IMPACT} Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/101/LS.Z/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 1 ,.t'l 711A11 117 0•.S3 AIL Florida Building Code Online 4 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved bap://wwwloridabtdldiii&org(pr/pr app dtl.aspx?pa m=wGEVX , Method 1 Option D 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 ResLgwnt: Yes ,Design Pressure: +60/-60 Other: Large Missile, 74x54, DP = +/- 60 psf; (impact). 7067.2 1 HS -8200 Vinyl Horizontal Slider 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 -1576 (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-D62401. FL7067 R4 AE EvalRep CWS -1578 (HS -8200 IMPACT').odf FL7067 R4 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes HS -8200 Vinyl Fig/Fin Horizontal Slider, impact, 111" x 63", XOX. Installation Instructions FL7067 R4 H CWS -2325 (HS -8-20D. XOX. IMPAC-11.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports. FL7067 R4 AE DuPont PVB NOA 11-0624 01.pdf FL7667 R4 AE DuPont SGP NOA 11-0624 02.Ddf FL7067 R4 AE EvalReo CWS -231B fHS-8200 XOX. FL7067 R4 AE Mikron NOA 11-0830 0! Created by Independent Third Party: Yes 1.7067.3 1 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. =-001 067.4 HS -8200 Vinyl Horizontal Slider Impact Limits of Use Approved for use In HVHZ: Yes Approved for use ouislde 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 -399A (HS -8200. 73x62, 75DP, IMPACT).odf Verifted By: LucwA. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP MOA 11-0624 02.Ddf FL7067 R4 AE EvalRep CWS -399A (HS -8200.73x62. 7513P. IMPACT).odf FL7067 R4 AE Mikron NOA 11-0830 _09.odf Created by Independent Third Party: Yes HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Installation Instructions FLZQ67 R4 1I CWS -1866 (HS -8200, 72x63. IMPACII. Verified By: Luras A. Tumer 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PV8 NOA 11-0624 01.Ddf FL7067 R4 AE EvalRep CWS -1868 (HS -8200 _72X63, Fl�iTll�..�ui 1)-911 7/1d/7017 0•1r,2 AA Florida. Building Code Online http://www.floridabWldirr org/pr/pr app dd.aspx?paranct—wGEVX, FL7067 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes Contact Us :: Phone: 850-487-1824 IM North MonroeStrafilt.lbbhagsw FL32399 The State of Florida is an AA/EW empbyer. t&taotRDr?da,.:PdvzptStatm :: Statemernt :: Refund Stetemerrt Under Florma law, e -mag addresses are puhltc records. if you do not want your a -mag address rateased In reg mnse to a pubk-records request, do not send electronic mag to this eptly. Instead, mrd= the otfYe by phone or by UadHtbrel matt If you have any qui st regarding DSPIrs ADA web asa sstb@ty, please cDaboa our Web Masterat we6masterY dmstate&t& PraduI: Approval Accepts; reci-A��E 11 .-ro ')rtA/I)Al 9 0.4Q Ax 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 44h 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 -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3433-1, 4A, -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, PXE a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM 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 CWS -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 -18613 • 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 -18613, using Dupont PV13 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 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. I do not have, mor 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. Tumer. P.E. 2011-12-1614:38-05:00 .Z 12/16/11 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER ELEVATION LARGE MISSLE IMPACT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .............. ........... I ANCHOR SCHEDULE & NOTES ............. - ................ 2 DP CHARTS & GLAZING"Or '7C0". ........................ 3 SECTION VIEWS & ALT. FRAME "OX"XID"........... .4 EXTRUSIONS & BILL OF MATERKS.....................6 INSTALLATION DETAIL.......................................8, 7 MAX. SASH WIDTH , DESIGN PRESSUR TI t80 Lucas A. Tumer, P.E. 2011.12-0711:30-05:00 PROPMETARYAND COMDENT141. 12P7111 THE INFORMATION CONTAINED IN THIS DRAWINGIS THE SOLE PROPERN OFCUSTOM WINDOW SYSTEMS, INC. ANY REPROOUCIION IN PART OR AS A WHOLE WITHOUT THE MITTEN PERMISSION OF CUSTOM WINDOW SYSTEM&, INC. 18 PROHIBITED. PVC IMPACT REQUIREMENTS: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING COKE, CURRENT POMON. 2. GLAZING OPTIONS: {SEE SHEET 3} 3, APPROVED CONFIGURATIONS: "OX", "XO" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOAD$ 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. S. ANCHORAGE: THE 331134 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET 8-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. 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 HEADISILL 8. REFERENCE TEST REPORTS: NCTL 210-3433.1, 1A, 2,2A 9. SERIES I MODEL DESIGNATION HS -8200. 10.1 x 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 X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O FIXED SASH 12, SECTION CALLOUTS FROM O1X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13.'WEEP SLOTS =114" X 1" LOCATED 4' FROM BOTH ENDS PER 2010 No 86201 "Ps 1900 SW 44TH AVE. OCALA, FLORIDA 34474 STAT@ a3F ;'Ir• GENERAL NOTES E homm— ADE. 0711 1 /20 1 1 NTS " CWS-98fi-98e J3 1 OF T 6" MAX (I'M 12" MAX O.C. 8" MAX OYP) I I I I 1 1 1 17" MAX O.C. (TYP) . -1— TNRUFwwe[tiwsoNRv F•a:nnNa) NOTE 2 A! MAX. e" MAX O.C. (TYP) ((YP) SEE NOTE 8 4= MAX (TYP)SWEEP LOCKS ONLY ENGAGED S„ MAX O.C. DURING HURRICANE. LOCKS ARE LOCATED AT THE. ITYP) THIRD POINTS ALONG THE FRAME JAMS ''. SWEEP LOCKS ONLY ENGAGED DURING HURRICANE, LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB NOTES: 1 1 i O 1 I I I I I X I I 1 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD, O ANCHOR LAYOUT-tFIN) LINO FW (WOODOPeNMO) ''. SWEEP LOCKS ONLY ENGAGED DURING HURRICANE, LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS 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 1/16" IS PRESENT. - 3, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.311ZDIA.ELCO ULTRACON M ' NRY ANCHORS MUST BE OF SUFFICIENT. LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK' INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL D IN EIT N. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3t8" INTO 2 BY WCOD BUCK A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" )NTO2 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. B UPDATED' PER 2010 FBC 12!7/2011 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERIS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER FL P.E. SSM A JUIPIDATED PER NEW FBOAEQUIREMENTSE7/0712008 NOT BE 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: ++++�aSpGy7it!Ay / „A��,.='EG.1rP7$ti ;�,i,� !- - ' , `{GlL + A WOOD - MINIMUM SPECIFIO GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) d' 1ts"y 1VlND01VS DOORS Na 88201 '1® 1900 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE'1 GREATER), SW 44TH AVE. FLORIDA 34474 (OR I S 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE �� ! 70 STAIR OF S, C L ANCHOR SCFIEDULEB N PCT OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION DOCUMENTS: , Q �, (y RIE • RAVM BY: ATE 200 ADE �'rt�Sy'��+OR1�' 07/11/2011 A1�E►�°4, r EUS FMAIAAMA100(FINWINDOWS},FMA/AAMA200{FLANOEWINDOWS), THEIWORMATIONCOMAINEDDIINTMOR�G18�1'NESS�OLEPROPEIMOF1CU9TOM FMANUDMA2S0(BOXWINDOWS)„FMA/AAMAIWDMA300(EXfERIOR DOORS). WRQ ER °WIN owSYSTEMS,�o�iSP�ROHIBITEED. THE NTS �it�/6fi����s+++ PVC HORIZ. GLIDER EV ' CWOF7 IByONOPuara LErTEM B 2087 A, f 7/8" OVERALL 1/8' ANNEALED or TEMPERED ' 7/18" AIRSPACE 81111' OVERALL 8/18" LARK ' 1/8" ANNEALED GLASS 1111" ANNEALED SK DUPONT PVB INTERLAYER INTERLAYER ' 1l8" ANNEALED GLASS 118' ANNEALED PURFECT'GLAZE "H" PURFECT GLAZE "H" SIKAFLEX'882 SIKAFLEX562 18 13 F 112° GLASS BITE � 112" GLASS BITE GLASS TYPE a =ULLSIZE FULL SIZE B UPDATED PER 2010 FBC 1217/2011 LUCAS A. TURNER FL P.E.5 2ol A JUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 Gk3E6►►�,► `t+H '�(: ►,, 1 iF'�~r 11TAlDOTtS'&DOO&S yvj No 58201 t?a.: 190ALA C *,FLbRIDA 34474 D' zz Y1 t#� +�TLE' 0.1� 8"iA'S'� OP '�. % °-"OX".DP.CHAR .& LAZI IMPACT ERIED:8200 RAWN ®Y '07/1'1(2011 PROPFIIPTARYAND COtFIDENT{AL 12%'i%11 {tq�`Z ADE ATE:` THE WINDIOW SYSTEMS. INC. ANY RAINED IN THIS EPRODUCTION IIN PART OR AS AWHOLE WRHO 18 THE SOLS PROPERTY OFOITaTTFT /Jq��A,lyd�y�� PVC HORIZ SLIDER 1:1 ' CWS -186 wrmTENPERMISGIONOF CUSTOM "NooWummms.NO1SPROIV ED. EV.LSTTER: B ET' 130F7 EXTERIOR I-NTERIOR SECTION VIEW A -A TYPICAL VERTICAL SECTION NATE 8}IOWB FUfEO A. CUTAWAY FRAME HOOK LOC. f� FRAME.SABH CLIP J IMP ACT HOOK SPACING: jj 1) HEAD HOOKS: ` rUll j • A} S° FROM UNIT EDGE TO EDGE Of HOOK. B) A THIRD HOOK IS CENTERED IF UNIT MOTH 18 GREATER THAN OR EQUAL TO 81 314". C) INNER HOOK 3 W FROM EDGE OF MTO RAIL, 2) SASH CAT.OK \ A) 2.1/2° FROM SASH CORNER TO EDGE -OF CATCH. \ B) A THIRD CATCH 18 CENTERED IN SASH IF UNIT WIDTH IS GREATER ` THAN OR EQUAL TO 61314". BASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114°. DETAIL E (HEAD IMPACT HOOKS) R rrEMS'.27,34,30,40,41,48, 1, 82.ARE USED BUT NOT SHOWN OR CLARITY. SECTION VIEW CC ' ALTERNATE FIR{ FRAME_ PRCK WTARYANDCO*MENTIAL 1217/11 THE INFORMATION CONTAINED IN THE DPAWINO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM YJINOOW SYSTEMS, INC. I$ PROKSITED. NEW FBC Nc 58201 1 iA S 11900 BW 44TH AVE. * =*SOCALA,FLORIDA 34474 STATE. OF y 4 Xr•'X0" SECTION YEWS&ALT. FRAME • I o._aeJN A 5200 PAavN OY:ADE 8 jJf1OC1' 40F7 I 31/8° 1 2 21 J78" 3 4 3 PVC FRAME FLANGE8031 ' a v jt2CONSTRUCTION C U 10 " CORNERWELD CORNER WELD WL SIDES) C.SIDE8) PVC SASH MTG. RAIWW FIX® MEETING RAIL g SOREWEDTOGETH WITH OUTBRFRAME ukt Wort- PVC 1 114° PVC FRAME FIN -8020 IL-1 11r- 71" 1118° ert. MOVOn PVC X18° 116 I 9170° b M�taan WC ALUM SASH MTG. FWL-1487 A61san PJC AL ROLLER TRACK -1770 PdC Won FVC 1 SHB" 1 I+ -11b110° Mtaon PJ .L_. 0 3118' MSM Pb� PVC FIXED RAIL COVER - 0083 O yC . Urterbok ALUM FIXED RAIL -1036 1 Hook Fastamd Steel — MI, Gre Ultrafab �� I�r� I W16" �{ r AIVX &a3r Fastetrel. Steel 318" PLAN d16VOf ryr wr one, .sav 61 k Feelaral Steel PVC ROLLER TRACK 8006 1 aura Pari Tek fL$ raQer FaMenal Steel 3110, �1+--3,—�I I T SCREW SUR -31113 "lot, Mu" schm SEcane _ 8,112" Hale M&M Nylar Glaze W, SiMPlax 662 lHenkslialwisiltume 7 8!0"—F'—'•� PVC SASH SmE RAtL-8028 314 L 3118° ALUM SASH IMPACT HOOK 1866 l -1f4° 10 7— 1 PVCGLAZESEAD-8064 ALUM S.B.RJS.S.R•-1486 40 83881 Terrnorery LbL (71m"� °� sm6° 41 83813 CWSLbL(boo)7�7 Atum m PVCGLAZF_BEAD-8058 18116" 9158" +,�* ro0�t••v�,OEAr@ �� =MSW. GraKepwk 42 GLASS See SBost 3 o SB201tVol, fy1®° 6 gti KKayrrwk m 43 FL4632 SweepLaek Suban Zinc r �"' ' PRWRETARYANDCOpWNTIM. WR(.lMN00W 12/7�1k SYSTEIN MS, WC.81$PROh4el'tED. %'P STATE OF IW D. D. O 1i. P 4df` �i'p�6� `•�,Gi��•'��y� �'OfgA���',�i 44 83118 Keeper, Sweep Lock SUNam Zero ALUM GLAZE BEAD -1112 45 84833 112° Barrel Paetener Faeterml Steel S' 1 8418° 46 FL3218 Sareen Frame IAbratal RatForm 48 FL3321 Screen Frame Comer Key jAkWal Wcm flaa� 49 83581 Screen Cloth, Is x 18 Ffrerglass Pn9er So 83220 8oreen line, .168 pm., � Da 51 83620 Screen FU6 Tab 8urtarA PLAN VIEW ALUM FRAME IMPACT HOOK -167 52 89093 Screen 8prtnil, 86 ' Hraleff ! B IUF 5 55 R3ti3 56 S•1112 K 2 ZNo, 0 frame NWacl ce ah Fastanal Steel Ii 13 3t4" PVC Wron PVC g LUCAS A. TURNER FL P.E. $820 Tearnftsft Rubber �`tt9t1U111eff"r, 1©F'4EF� %rPOA Set Ksymark Keymark Atum m PVCGLAZF_BEAD-8058 18116" 9158" +,�* ro0�t••v�,OEAr@ �� =MSW. GraKepwk o SB201tVol, KKayrrwk m ALUM. SASH RMNR. -1898 g ro a tic 5063-T6. THIS K 1-HEINFOlqUATIONCOWAUqEDINTH80RV"ISTHESOLEPROPMMCFCUSTOM WNDOWCU8TQPR .r. ' PRWRETARYANDCOpWNTIM. WR(.lMN00W 12/7�1k SYSTEIN MS, WC.81$PROh4el'tED. %'P STATE OF IW D. D. O 1i. P 4df` �i'p�6� `•�,Gi��•'��y� �'OfgA���',�i 11 9.518" 1 3110" PVC SASH TOP/BTM RAIL -0004 FBC SW 44TH AVE. .A, FLORIDA 34474 112" PVC SCREEN CATCH - 6013 1 148" «I 6118° 1 PVC SCREEN SUPPORT -6014 12f7/2011 1/2011' L—-'; '; 1:2 rCWS-188 B 5OF7 Z= MIN EDGE f0] 1114" MINE BM�E[ 10] 1— EXTERIOR FINISH BY OTHERS 4 J CONCRETElMASONRY 1 I& MIN EMBEDMENT 114" MAX SHIM BY OTHERS INSTALLATION ANCHOR, 3118" DIA 1 BY WOOD SUCK BOTTOM SWEEP LOCKACITVATED ONLY I_ MIN EMBEDMENT MASONRY SCREW WAMASHER BY OTHERS [A] DURING HURRICANEB. [D) THRU SCREW SUPPORT (0) • . A 114" MAX SHIM �d a ' C 71t�" MIN EDGE DIST ..--------•• � 101 �•CONCRETE/MASONRY BY OTHERS �• b • A• A• 1 BY BUCK BY OTHERS (A) –114" MAX SHIM (B] INSTALLATION ANCHOR, 3110' DW. MASONRY SCREW WIWASHER THRU SCREW SUPPORT (C] INSTALLATION ANCHOR, 5110' DIA. MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT(C] EXTERIOR FINISH .4e4 BY OTHERS A D JAMS IMILAR FOR 2EY INSTALLATION. q 0'0 I STALLATION SAME -A$ SHOWN BELO � �. •A a� •O •ep ' , A• �A• �wA •a•••• pi •Awp •A• •A�A'•w w Pp A••w A•w A•p•A•p•Paa �• •w wbP•w• a�' • •a"A- p, • bAi : ,e 0• ••b •w �,: wp: � p ••• •� i p• s• ^ b O• • A• �!• • w A pei 't �• i CONCRETEIMASONRY BY OTHERS #10 WOODANCHOR W�1 (2-) VERTICAL SECTION FRAME(MASONRY) ' .4e4 A D JAMS IMILAR FOR 2EY INSTALLATION. 0'0 I STALLATION SAME -A$ SHOWN BELO ' MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW ° a • SUPPORT [C] #10 WOODANCHOR W�1 2114° MIN EDGE DIST4 6 r • SEALANT UNDER SCREW HEAD a' WASHER 10) BY INSTALLER BY INSTALLER 8' SUP ORT [THRU,SMEW •Qaa IB] BYINSTALLER . �4 4 A • . SEALANT BETWEEN 1 114" MIN EMBEDMENT .. 4�• � . ° pb� ►. rA� BUCKANDOPENOd6 •r alp SEALANT BEHIND FLANGE BY OTHERS BY INSTALLER PERIMETER SEALANT EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER BY INSTALLER EXTERIOR FINISH 2 BY WOOD BUCK BY OTHERS [A] REFERENCE NOTES: BY OTHERS B HORIZONTAL SECTION C HORIZONTAL SECTION CONCRETEIMASONRY BY OTHERS � ALTERNATE PRECAST SILL DETAIL 8 FRAME(MASONRY) Q FRAME (MASONRY) 0 FRAME (WOOD) ' 114" MAX SHIM IBI A—SILL STOOL BY OTHERS - �� USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS, —1114" MIN EMBEDMENT. 10] Z = MIN EDGE GIST , 10] Z`� PROPRETARYAND CO*WZNTIAL 12n%IZ THE INFORMATION COWAWEOIN THS DRAWING IB THE SOLS PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WRYiOUT THE WRITTEN PERMI99ION OF CUSTOM WINDOW SYSTEMS, INC. IS PRt*OMTED• NO 88201 11900 SW 44TH AVE. TY =*OCALA FLORIDA 34474 I NTALLATION THRU FF STATE CAP _ t.3 , Q - LHRVC IY11,3o1 IMI -Au 1 ADJAI E 07111/2011 NT°' OVVS••188 B BOF7 A D JAMS IMILAR FOR 2EY INSTALLATION. INSTALLATION ANCHOR, 3110' DIA. I STALLATION SAME -A$ SHOWN BELO ' MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW • SUPPORT [C] SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER 114" MAX SHIM PERIMETER SEALANT IB] BYINSTALLER EXTERIOR TERIORSNISH o`A° E `D A • D . 1 114" MIN EMBEDMENT ►` . ° pb� ►. rA� 101 . r ► A D, A• Q D. b r D r D REFERENCE NOTES: I2Jr- MIN EDGE DIST ICI [A] SEE NOTE 10, SHT 1 CONCRETEIMASONRY BY OTHERS � ALTERNATE PRECAST SILL DETAIL [B] SEE NOTE 28,$, SHT 2 (C] SEE NOTE 4,.SHT 2 Q FRAME (MASONRY) (o] SEE NOTE 5, SHT 2. (E) SEE NOTE S, SHT 2 Z`� PROPRETARYAND CO*WZNTIAL 12n%IZ THE INFORMATION COWAWEOIN THS DRAWING IB THE SOLS PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WRYiOUT THE WRITTEN PERMI99ION OF CUSTOM WINDOW SYSTEMS, INC. IS PRt*OMTED• NO 88201 11900 SW 44TH AVE. TY =*OCALA FLORIDA 34474 I NTALLATION THRU FF STATE CAP _ t.3 , Q - LHRVC IY11,3o1 IMI -Au 1 ADJAI E 07111/2011 NT°' OVVS••188 B BOF7 SHEATHING LVA MIN EMBEDMENT BY OTHERS 213Y WOOD BUCK EXTERIOR FINISH a WINDOW WRAP ue �• BY OTHERS °• 2 BY WOOD BUCK �.,e, \,--.INSTALLATION BY OTHERS (A] BNO FIN 8.0 BY INSTALLER BY INSTALLERSEALANT y , e$ a, INSTALLATION ANCHOR WINDOW WRAP • 0$ WOOD SCREW W! BY INSTALLER BY OTHERS d ; �. 6 • a ds e WASHER � e'�e PERIMETER SEALANT EXTERIOR FINISH BY INSTALLER 914: MIN.EDGE DIET BY INSTALLER BY INSTALLER WINDOW WRAP [El BY INSTALLER 14° MAX BRIM T FIN (WOOD) .. IS] lw AMXSHIM IBl —9L4 MIN EDGE DIST PERIMETER SEALANT——iyd Re 6am'� BYINSIAL 87ALLER•P 213Y WOOD BUCK WINDOW WRAP ue �• 2 BY WOOD BUCK BY INSTALLER BY OTHERS [A] �.,e, \,--.INSTALLATION SEALANT BEHIND FINbi. ANCHOR,• BY INSTALLER WOOD SCREW Wt WASHER e•�d' ISE] EXTERIOR FINISH BY OTHERS / I I 1112_ MIN EMBEDMENT [El E VERTICAL SECTION PRO+FIETARYANDCONFIDENTIAL 7 FIN MWD) THE INFORMATION CONTAINED IN THIS DRAMS 19 THE SOLE PRQPER7YOF CUSTOM WRRT NPERMISS(ON OF OUSTOM WfNDOWSYMMS, INOtb PRORBITEO.. REFERENCE NOTES: [A] SEE NOTE 10,M8HT 1 SEE NOTE 283. BHT 2 C SEE NOTE 4, SHT2 ID]SEENOTE S,AHT2 IE] SEE NOTE 0, %HT 2 910 MEN EDGE DIST 213Y WOOD BUCK BY OTHERS [A] 4!4° MAX SHIM [BI INSTALLATION ANCHOR, #8 WOOD SCREW WI WASHER IE] 1112_ MIN EMBEDMENT SHEATHING BY OTHERS d ; �. 6 • a ds e EXTERIOR FINISH BYOTHERs SEALANT BEHIND FIN PERIMETER SEALANT BY INSTALLER BY INSTALLER WINDOW WRAP BY INSTALLER F HORIZONTAL SECTION T FIN (WOOD) / I I 1112_ MIN EMBEDMENT [El E VERTICAL SECTION PRO+FIETARYANDCONFIDENTIAL 7 FIN MWD) THE INFORMATION CONTAINED IN THIS DRAMS 19 THE SOLE PRQPER7YOF CUSTOM WRRT NPERMISS(ON OF OUSTOM WfNDOWSYMMS, INOtb PRORBITEO.. REFERENCE NOTES: [A] SEE NOTE 10,M8HT 1 SEE NOTE 283. BHT 2 C SEE NOTE 4, SHT2 ID]SEENOTE S,AHT2 IE] SEE NOTE 0, %HT 2 Florida: Building Code. Online - bttp://www.floridabWldh3&org/pr/pr�_appjtl.aspx?parany=wGEVX-, Product Manufacturer Address/Phone/Email .Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474. (352).368-6922 Ext 207 mlafevre6cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474- (352) 368-6922 Ext 291 btenace@oAis.o: Quality Assurance Representative JefrThompson Address/Phone/Email 1900 SW 44th Avg. Ocala, FL 34474 (352)358-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method_ 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 Received Certificate of Independence Referenced Standard and Year (of Standard) FL7067 R4 COI EvalRep CWS -157B (HS -8200 IMPACT).odf Wandard AAMA/W DMA/CSA/101A.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 I —f2 711AI7M7 OeCI ARi Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ldp://www.floriclabiiilding.org/pr/pi�_aM_dtl.aspx?pararzr-wCEVX Method 1 Option D 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 Flg/Fin Horizontal Slider (Impact) 74x54, X0. LImIts of Use Approved for use In HVHZ., Yes Approved for use outside H-VHZ: Yes Impact Resistant: Yes Design Pressure: +601-60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). 7067.2 ) I HS -8200 Vinyl Horizontal Slider 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 -1576 (HS -8200 IMPACT).Ddf Verified By: Lucas A.'Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont-PVB NOA 11-0624 0l.odf FL7067 R4 AE EvalRen CWS -1576 (HS&200 IMPACT).Ddf FL7067_ R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes HS -8200 Vinyl Fig/Fin. Horizontal Slider, Impact, 111' x 63", XOX. Installation Instructions FL7067 R4 II CWS -2328 (HS -8200. XOX, 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 DuPont SGP NOA 11-0624 02.Ddf FL7067 R4 AE EvalReo CWS -232B (HS -8200. XOX. IMPACT), FL7067 R4 AE Mikron NOA 11-0830_ 09.0df Created by Independent Third Party: Yes 7067.3 } HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73")(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, 73" x 62", DP = + 60, - 75 psf, Impact. Installation Instructions FL7067 R4 11 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 EvalReD CWS -399A (HS -8200. 73x62. 75DP, IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes { 7067.4 I; Sp -882200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. ct 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 E4 II CWS -1865 (H$-8200. 72x63. IMPACil.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports €L7067 R4 AE DuPont PVB NOA 11-0624 01,pdf FL7067 R4 AE Evailep CWS -186B (HS -8200. 72x63. IMPACT).odf r) ••V2 ?/1dt?(i1? 9-51 AA Florida Building Code Online bttp:/Iwww.floiidabOdin&org/pr/pr app_dfl.aspx?param�vGEVX. FL7067 R4 AE Mikron MA 11-0830 09.Ddf Created by Independent Third Party: Yes 0 0 Cont mQ Us.,: Phone, 850-487-18241940 North Monme Shm TaAatWssee FL 32399 , The State of Fbnda Is an AkIEM employer. Yate of Flarida.:: Privacy state,nent :: Ategssfil8y Statement :: Refund- Under efund Under Florida law, a -mal addresses ere public mmrds. Ifyou do trot want your e -mal address released In responseto a.pubre-records request, do not send electronic mal to this erfty. Instead, contact the office by phone or by traditional mae. If you have'any questions reprelln9 DtSPR s ADA web ac=sbmty, please contest our web Master at webmaster0dbor.state.H.ns. . Prod, Approval AaOMpUr scNmrit' my.:1'dR'a OEM asaFvx 2 nfZ . 7/lit/')t1i7 9.51 All Lucas A. Turner, P.E., MBA Evaluation Report 232B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 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 40 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 -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 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 201/2021203 1994, AAMA/WDMA/CSA 101/I.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 +/-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. 411-0624.02 in the fixed lite • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mkron 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. 201 T-12-0713:14-05:00 • STATE OF * ` 4� 41 ., R p�``� 4J b �gdFN�ti ;Z �7__ 12/7/11 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER. ELEVATION (LARGE MISSILE IMPACT) GLASS MAX SASH WIDTH DLO DESIGN (: RE RATING I �80 TABLE OF CONTENTS 0 0: M U Hi MAX SASH HEIGHT S81l4" GLASS DLO 641!4° MAX Oc IIT JGHT GENERAL NOTES & ELEVATIONS................1 LucceA.Tmcer,P.E. 2011-12-0712:09-05:00 ANCHOR SCHEDULE AND NOTES...............2 Izz DESIGN PRESSURES & GLAZJNG................3 SECTIONS&ALT. FRAME .............................4 PROPMETARYANDCOWDENTIAL 1"7/11 EXTRUSIONS & BILL OF MATERIALS ........... 5 THE M FaWATION OONrauGD IN THIS DRAWING Is THE SOLE PROPERTY OF cwrOM INSTALLATION DETAILS .......... ................... 6-7 YJINDOVd SYSTEMS, INC. ANY REFRODUCTfON IN PART ORAS ANHOLE WITHOUT THE. vmrrTENPERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMSITED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT 6DIT10N. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: IYJOIX" 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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET S-7 FOR INSTALLATION DETAIL. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. . S. 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. S. REFERENCE TEST REPORTS: NCTL 210-3459-1, 1A, 2, 2A S. SERIES.! MODEL DESIGNATION HS -0200. 10.1x 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 XAND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM O1X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13, WEEP SLOTS =1/4" X 1" LOCATED 4" FROM BOTH ENDS UPDATED PER 2010 FBC UPDATED PER NEW FBC No 58201 1900 SW 44TH AVE. * --OCALA, FLORIDA 34474 i=4 " • ENERAL NOTES & ELEVATIONS - LARGE MISSILE STATL OF: i is v: QnIOQJ,���,we 8200 ADE 01. P. ..'."G� w. PVC HORIZ SLIDER ° MFS ' C 1 OF 7 r 6" MAX W M iv, h (fYPI pr DRLAYOUT-(FLANGE) c m'�wm . TALLA11ON :HORS TYP, ' ' 4° MAK— M i 4^ MAX— (TYP) a" MAxo.c, rAT WEEP LOCKS ONLY NGAGED DURING URRICANEOCKS ARE LOCATED THE THIRD POINTS ALONG THE FRAME �—INSTALLATION ANCHORSTYP. B • El sa 8" MAX 0.0. (TYP) C THRU NAlONO FIEFNIt G} E r Y NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHORS 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 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 15 3118" pIA. ELCO ULTRACON MA50N CHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRYTHRU FRAME OR THRU 1 BY WOOD SUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL 5.010 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 71W 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" WTO2 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. B UPDATED PER 2010 FBC DISSIMILAR MATERIALS R MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO -PREVENT REACTION. 8. INSTALLATION ANCHORS SMALL BE W ACCORDANCE WITH ANCHOR MANUFAGTt1RE48INSTALLATIGN INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER FL P.E.8S2o1 A UPDATED PER NEW FBC REQUIREMENTS NOT BE USED IN SUBSTRATES STRENGTHS LESS THAN THE 6F111ted+ suRaw tog; S. (INSTALLATION ANCHOR CAPACITIESIOR FOR HEREIN ARE IBAS D ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES °°a°NIMUM STRENGTH SPECIFIED BELOW. ,'�)' .... N A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE R GREATER) ���.'` d� �� '•fit s„ C��iS B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. No 58201 g97 1500 SW 44TH AVE. C. MASONRY -STRENGTH CONFORMANCE TO ASTM Com, GRADE N, TYPE 1 (OR GREATER). y 7 ? Y �Y OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCEo`er�L + Ar ITT4 ANCHOR SCHEDULE &NOTES LARGE MIS OF INSTALLATION SHs'SbALL BE DONE BY OTHERS FOLLOWING THE CURRENT s� Q'BTAT@ OF • tk.I+` 3rpllis. VERSION OF THE REFERENCE DOCUMENTS: aRw/nenwYANDCON�acNnal 174U7/11 R}*.+ �p .8200 L ADE FMAIAAMAIDO{FINWINDOWS,FMAIAAMA200(FLANGEWINDOWS), THE i�ORAATroNCOMANEpINTHS ORANRNfl18TNM 809PROPFANOFCU9TOM ++rSg.*a+••'�4a D PVCHORIZ SLIDER NTS FMAIWDMA26D(BOXWINDOV"S),.FMAIAAMAIWOMA300(EXTERIORDOORS). 'MMOWSYSM5.INC. ANY REPR==ONINPART ORASAWHMEWrmourTHE .14�CtNAi��t+- Y&MEN PERMISSION OF CUSTOM MaNDOW SYSTEMS, INC. IB PRORSITED, t.J,t4M4,1t. :B F l 11/07120111 2 A MAX a.c a• a^ AN AN X (TYP) — — I 1 I I 1 Ax O.C. B pr DRLAYOUT-(FLANGE) c m'�wm . TALLA11ON :HORS TYP, ' ' 4° MAK— M i 4^ MAX— (TYP) a" MAxo.c, rAT WEEP LOCKS ONLY NGAGED DURING URRICANEOCKS ARE LOCATED THE THIRD POINTS ALONG THE FRAME �—INSTALLATION ANCHORSTYP. B • El sa 8" MAX 0.0. (TYP) C THRU NAlONO FIEFNIt G} E r Y NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHORS 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 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 15 3118" pIA. ELCO ULTRACON MA50N CHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRYTHRU FRAME OR THRU 1 BY WOOD SUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL 5.010 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 71W 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" WTO2 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. B UPDATED PER 2010 FBC DISSIMILAR MATERIALS R MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO -PREVENT REACTION. 8. INSTALLATION ANCHORS SMALL BE W ACCORDANCE WITH ANCHOR MANUFAGTt1RE48INSTALLATIGN INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER FL P.E.8S2o1 A UPDATED PER NEW FBC REQUIREMENTS NOT BE USED IN SUBSTRATES STRENGTHS LESS THAN THE 6F111ted+ suRaw tog; S. (INSTALLATION ANCHOR CAPACITIESIOR FOR HEREIN ARE IBAS D ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES °°a°NIMUM STRENGTH SPECIFIED BELOW. ,'�)' .... N A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE R GREATER) ���.'` d� �� '•fit s„ C��iS B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. No 58201 g97 1500 SW 44TH AVE. C. MASONRY -STRENGTH CONFORMANCE TO ASTM Com, GRADE N, TYPE 1 (OR GREATER). y 7 ? Y �Y OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCEo`er�L + Ar ITT4 ANCHOR SCHEDULE &NOTES LARGE MIS OF INSTALLATION SHs'SbALL BE DONE BY OTHERS FOLLOWING THE CURRENT s� Q'BTAT@ OF • tk.I+` 3rpllis. VERSION OF THE REFERENCE DOCUMENTS: aRw/nenwYANDCON�acNnal 174U7/11 R}*.+ �p .8200 L ADE FMAIAAMAIDO{FINWINDOWS,FMAIAAMA200(FLANGEWINDOWS), THE i�ORAATroNCOMANEpINTHS ORANRNfl18TNM 809PROPFANOFCU9TOM ++rSg.*a+••'�4a D PVCHORIZ SLIDER NTS FMAIWDMA26D(BOXWINDOV"S),.FMAIAAMAIWOMA300(EXTERIORDOORS). 'MMOWSYSM5.INC. ANY REPR==ONINPART ORASAWHMEWrmourTHE .14�CtNAi��t+- Y&MEN PERMISSION OF CUSTOM MaNDOW SYSTEMS, INC. IB PRORSITED, t.J,t4M4,1t. :B F l 11/07120111 2 w III om.12 OVERALL ANNEALED OR TEMPERED AIR SPACE LAMI, ANNEALED SENTRY GLASS IONOPLAST INTKRLAYER 'ANNEALED PURFECT GLAZE "FP SIKAFLEX 682 112" GLASS SITE z�. PROPIMARY AND CONFIDENTIAL IV07111 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM V.INDOW SYSTEMS, INC. ANY REPRODUC70M IN PART OR ASA WHOLE WITHOUT THE' W aTTENPEWSSION OF CUSTOM WINDOW SYSTEMS. INC 13 PRONBITEO. GLASS TYPE B FULL SIZE 718" OVERALL lie" ANNEALED OR TEMPERED 3B" AIRSPACE 611W LAMI, 116" ANNEALED AN OUPONT PV3 INTERLAYER 18" ANNEALED 112" GLASS SITE PURFECT GLAZE °H" SIKAFLEX 862 wi TYPICAL VERTICAL SECTION NOTE SHOWS FDS LITE CUTAWAY w (7ERIOR ION VIEW B -B DETAIL C (HEAD IMPACT HOOKS) SECTION VIEW A -A SECTION VIEW C -C PAcmkTARYAw cowIDENTNL IV07/11 E:Ef 3 29, 38, 41, 42, 43, 6 , .i4 THE FNFORMATION CONTAINED NTM ORAWINO IS THE SOLE PROPEfM of CUSTOM USED BUT NOT SHOWN FOR CLARITY. WINDOW SYSTEMS. W. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUTTHE WRR7ENPERMISSIONOFCU5ICMWINODWBYSTEMS.INC.IBPROHBITED. - a .I FRAME HOOK WC. @� FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A S' FROM UNIT EDGE TO EDGE OF HOOK, B A THIRD HOOK IS CENTERED IF.UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3141. INNER HOOK3 ?M"FROM EDGE OF MTG RAIL 2) )SH CATCH. A) 2.112" FROM SASH CORNER TO WOE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 613W. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. UPDATED PER 2010 FBC 111/07120111 UPDATED PER NEW FBC REOUIREMENTS 107103720091 No 58201 *.'At 1900 SW 44TH AVE. * q k OCALA, FLORIDA 34474 •TITLE: STATE CP 0 bj - 'SfCTION'VIEWS & ALTERNATE FlN FRAME - LARGE MISSILE IMPAC e (.,.'J,tS 8200 0RIN' ADE 01LOF 370 ...... *y�tiP.VC HORIZ SLIDER'' NTSj ;7] 'i1tNfI41{tlgl EY, ' B 34 33 36 37 38 41 42 43 47 30 F-3321 el R35B1 32 P-3228 33 P3029 34 P-3033 33 S 1577 37 H -S026 Tandem 3118° 1 2 211118° 3 L 4 3 PVC FRAME FLAkIE•0031 1 114" 7116" 10. ALU ROLLER TRACK -1778 (6 3116" 8° 1 PLAN VIEW, . Al II 1619• CORNER WELD` (ALL SIDES) PVC SASH MTO, RAIL -6027 FIXED MEETING RAIL •—�--�� g SCREWEDTOOETHE WITH OUTERFRAME PVGFRAMEFIN-e= " 1• 14 Ph FH TEK, Vdtt. Fastenal Steel 3x18° —31—� SCREW SUP. 3113 0 we" - O 6" ?' Pill Pan Tek, (cit From Impact Hook Fastenal Steel ry! w/ I�gitl Beae, .350 FOgh Amosbtq Vlnyi I" Screw, 0 Frams Inpect Hook Fastsna. Steel eslar, SM -5604 Schnee S111COnG g,117' HWe M&M *ton Glaze "H'; SlksFiex 852 FSnkel I Sk 811cono Sweep Lock ITUNan Zine „ 65 Dur.,1ff x 815" x 7' Lg. Fren d wY a Rubber D GOld Dat Label, *-RC Tab, OlpactAS .—I ki iKiec•mrn atr-- UALUM SASH MTG. RAIL -1497 S• S 16/16° 1618" LALUM HD MTO RAIL -1889 5r0° tl PVC eASH $IDE RAIL -8028 9 � S L 3116.' 314ALUM SASH IMPACT HOOK -186 11 T-- &,r, T {,r,08►l S8f8ALUMS.B.RJS .B.R.-1498 i 18 PVCRQLIF2TRACK 0005 �6 PVC SASH TOP/STM RAIL -8004 1 smell Tf Wal . PLAN VIEW ALUM FRAME IMPACT HCOK 1977 'a ^'7 Screen Goth, iS x 16 FOwgtass Screen Spdne, .1550ia., BOL ,V—. Daps �4° • g LUCAS A. TURNER, FL P.E. 682.0 Sman RA Tab Screen Spring, SS Sumrt(t ma.Spr3ng 16m8" Cj ° �fi :'A'/✓ �'. I+718 1118" ��� + � NO 58201 Fromm Catch, Fbdd, PJG HIS Keym9rk AIIm! � � � k' Maln Fr., HIS, wft., PJC MI(MA PVC ALUM. SASH REINF. -1699 Screw Supporl,PVG TeamRastle Rubber ALUM GLAZE BEAD -1112 STATE GP £�atr TW INFORMATION _ PRO FWARYAND CO FIDENML VJ07/11 IN TM IS THS PROPEIM ,* 4 �Iy�'h� ��• L Fi t G Q �• �°�f N ARE NOT USED. T�SIONSARE606 W.,,, DRAVAIG SOUP. OF CUSTOM 11YN YNPPERWS811bNINOFaISWr IAXW m TME vVMrTEAINM VIDU Ata°rIi I-1ra° 7L 1 13 PVC GLAZEBEAD- 5064 UPDATED PER 2010 FBC UPDATED PER NEW FBG 1 1/2° PVC SCREEN CATCH - OD13 1 1/8•� 18 6116" PVC SCREEN SUPPORT -6014 11 712011 Ll:_.t.¢Y4 wwDm a DDORS 1MD SW 44TH AVE.. OCALA, FLORIDA 34474• a EXTRUSIONS & S.C:M. - LARGE MISSILE IMPACT 0 1-' -" 5 OF 7 I BY INSTALLER _ _. �...._ _. _..._.._ 114" MAX SHIM CONCRETEIMASONRY I$I BY OTHERS INSTALLATION ANCHOR, 4! • 3/18" DIA, MASONRY SCREW w/ WASHER THRUSCREW `a SUPPORT. [C] • • 6 •a'a I •4. 112" MIN EDGE DIS 2 T CONCRETElMASONRY [¢] • 0 • d BY OTHERS .4 • e •• SEALANT BEF SEALANT BETWEEN BUCK FLANGE BY AND OPENING BY OTHERS [ 4. MIN EMBEDMENT INSTALLER EXTERIOR FINISH PERIMETER SEALANT DIST BY OTHERS SYINSTALLER + a : • + B HORIZONTAL SECTION DMENT a�s� epp ► e• s,+ 6 FRAME (MASONRY) a: s • a• I BY WOOD -SUCK . '¢.t......t. BY OTHERS [A] �1/4' MAX SHIM ANT IBI m INSTALLATION ANCHOR, 3118" DIA. MASONRY SCREW Yt/WASHER THRU SCREW SUPPORT. [C] INSTALLATION ANCHOR, -3116- DIA. MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW . SUPPORT. (C] SEALANT BEHIND FLANGE SY INSTALLER MAX SHIM a. •e a: O p�• •e e� .e IW MAX IS] BOTTOM SWEEP LOCKACITVATED ONLY DURING HURRICANES. SEALANT BEHIND FLANGE BY INSTALLER t are, MIN EMBEDMENT [DI � f Zt� MIN EDGE DIST EDI +�-s---INSTALLATION ANCHOR, 910 WOOD ANCHOR W/ A s WASHER THRU SCREW 'y SUPPORT, [D] d ' " 2 SY WOOD BUCK • BY OTHERS [A] BEALANTBETWEEN BUCK AND OPENING BY OTHERS O HORIZONTAL SECTION W FRAME(WOOD) EQ It: HE AC) ANQ -IAM13 IMILAR FOR 2BY INSTALLATION, ILL INSTALLATION SAMBAS SHOWN BELOW. --j E-2 1 & MIN EMBEDMENT IMIN EDGE GIST Z� A VERTICAL SECTION PTIOPWETARYAW 0041DENTM 12/tiT111 8 FRAME (MASONRY) THE ]WOMMMON PROPERIYOF CUSTOM WIMOW SYSTEMS, INC. AIKED IN THIS DRAWING IS AS ANY REPRODUCTION N PART OR AS AAWHOLE WITHOUT THE WRITFEN PERNISSION OF CUSTOM WINDOW SYSTEMS, INC. IS RWH1SfIED. No 5M1 1900 SW 44TH AVE, s OCALA, FLORIDA 34474 nTLEINSTALLATION'THRU FRAME DETAIL. L TATE OF 8200 ep Rs x : ADE d.p ` o .N$�4 Pi I"'. %4 �' PVC HORIZ. SLIDE "IF frivol , TM711778— NTS 0 REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 (81 SEE NOTE 293, BHT2 101 SEE NOTE 4, SHT 2 IOI SEE NOTE S, SHT 2 [E) SEE NOTE 8,8147`2 11!07/2011 CWS -232 SOF7 /— INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW w/NERE W BACKED WASHER THRU SCREW CREW SUPPORT. IDI SEALANT BEHIND FLANGE BY SEALANT UNDER SCREW INSTALLER HEAD BY INSTALLER' PERIMETER SEALANT 1/4" MAX SHIM ' BY INSTALLER [e] - EXTERIOR FINISH 9 p �e • e ° p.¢ ►.i BY OTHERS >. e > • e• � o. ep e ► �.• •>. e �.! e" ►P e, ►0, > a aIa" MIN EMBEDMENT �psD.�•epiP.i o D. o •►•s,e•s (Ol Ce�eD,i dp.e .sP —2= MIN EDGE DIST CONCR£TFJMA80NRY ICl BY OTHERS D ALTERNATE PRECAST SILL DETAIL �,jj FRAME {MASONRY) B UPDATED PER 2010 FBC LUCAS A. TURNER. FL P.E. 68201 A UPDATED PER NEW FSC --j E-2 1 & MIN EMBEDMENT IMIN EDGE GIST Z� A VERTICAL SECTION PTIOPWETARYAW 0041DENTM 12/tiT111 8 FRAME (MASONRY) THE ]WOMMMON PROPERIYOF CUSTOM WIMOW SYSTEMS, INC. AIKED IN THIS DRAWING IS AS ANY REPRODUCTION N PART OR AS AAWHOLE WITHOUT THE WRITFEN PERNISSION OF CUSTOM WINDOW SYSTEMS, INC. IS RWH1SfIED. No 5M1 1900 SW 44TH AVE, s OCALA, FLORIDA 34474 nTLEINSTALLATION'THRU FRAME DETAIL. L TATE OF 8200 ep Rs x : ADE d.p ` o .N$�4 Pi I"'. %4 �' PVC HORIZ. SLIDE "IF frivol , TM711778— NTS 0 REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 (81 SEE NOTE 293, BHT2 101 SEE NOTE 4, SHT 2 IOI SEE NOTE S, SHT 2 [E) SEE NOTE 8,8147`2 11!07/2011 CWS -232 SOF7 v REFERENCE NOTES: [A] SEE NOTE 10. BHT 1 [81 SEE NOTE 20. BHT 2 101 SEE NOTE A, BHT 2 [O] SEB NOTE S. SHT 2 [B] BEE NOTE 0. BHT 2 r i10' MIN EMBEDMENT SHEATHING BY OTHERS EXTERIOR FINISH INSTALLATION ANCHOR BY OTHERS °. #6 WOOD SCREW IW MIN W/ WASHER [Ej 2'BYWOODBUCK EDGE DIST ]E] 8EALANTBEHINDFINt"� $"•'P BY OTHERS [Al BY INSTALLER ° a u 2 BY WOOD BUCK BY OTHERS [AI 1!4" MAX SHIM a ]61 WINDOW WRAP BY INSTALLER Bts1 ' INSTALLATION ANCHOR PERIMETER SEALANT •�'� MIN EDGE DIST #8 WOOD SCREW W/ WASHER ]E] BY INSTALLER [& lw MAX SHIM IBI ' 110 MIN EMBEDMENT T_ ' SHEATHING BY OTHERS d•. eo s .�.' EXTERIOR FINISH WINDOW WI BY OTHERS BY INSTALL SEALANT BEHIND FIN PERIMETER SEALANT BY INSTALLER BY INSTALLER ' F HORIZONTAL SECTION 114" MAX SHIM - 7 FIN (WOOD) ' [B] SEALANT BEHIND FIN BY INSTALLER 114 MIN EDGE DIST PERIMETER SEALANT BYINSTALLER WINDOWWRAP eo 2BYWOOD BUCK B UPI 8Y INSTALLER a o° BY OTHERS ]A] blJCA8 A. TURNER. FL P.E. 0201 A UPI EXTERIOR FINISH 0°''°' °� (NSTALLATIONANCHOR 00 SCREWDREIq�4! - '`tlaD y WAY p+ter BY OTHERS °' W/ WASHER [ 3 � ri�4`+�g`y" Is'MDRE.Ma SHEATHING v t N4 5=1 ° w 19006 BY OTHERS _= MIN EMBEDMENT Eq . 6 * ` OCAU ] * -114 y `z S�1% STATE OF ilf E VERTICAL SECTION PROPRILTARYANDCOMDENTIAL 12107/I1 i+,,'�''•��( pq','�'�"��'� ""•irRri••°+''(�yy4 7 FIN OOD THE INFORMATION CONTAINED IN THIS DRAWING IS THE ROLE PROPERTY OF CUSTOM M/ ) �I�� II�'N�� WRLTTENP80NOFCOLVmINDOW 6YSTEMR, MC. ISPROM817ED, v REFERENCE NOTES: [A] SEE NOTE 10. BHT 1 [81 SEE NOTE 20. BHT 2 101 SEE NOTE A, BHT 2 [O] SEB NOTE S. SHT 2 [B] BEE NOTE 0. BHT 2 r Product Manufacturer Therma-Ru Corporation Address/Phone/Emall 118 industrial Drive Edgerton, OH 43517 (419)298-1740 rickw@nwbidgconsultants.com Authorized Signature Vivian Wright rickw@rivbldgconsultants.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation -Report Florida Ucense PE -43409 Quality Assurance Entity National Agitation and Management Institute Quality Assurance Conirack Expiration Date 12/31/2015 Validated By Ryan J. King, P.E. (a Validation Cherldist - Hardcopy Received Certlflcate of Independence FL10975 R4 COI Certificate of Independence. Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10975 R4 Eouiv of Standard-, ..r s Kit R/7t11 11•(15 . Florida Building Code Online • Sections from the Code Product Approval Method Date Submitted Date Validated Date Pencil ng FBC Approval Date Approved roduCts blip://www.floriclabuilding org/pr/pr app dtl.aspx?param--wCTMC Method 1 Option D 02/27/2012 02/29/2012 03/08/2012 04/03/2012 7 -fA S/1 R/7(119. i 1.05 FL # Model, Number or Name Description 10975.1 a. "FiberCiassic', "SmoothStar", 6'8 "impact- Glazed Fiberglass Single Door - (X) Inswing or zi�� -ClassicCraft" or'ClassicCraft Outswing Configuration Rustic° Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975 R4 II Inst 10975.1.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 impact Resistant: lies Created by Independent -third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.1 for Design Pressure Ratings by FL10975 R4 AE Eval 10975.1.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.2 b. "FlberClassic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite - 'ClassicCraft' or "ClasslcCraft (OX or XO) Inswing or Outswing Configuration Rustic° Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10975 R4 II Inst 10975.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Thlyd Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.2 for Design Pressure Ratings by FL10975! R4 AE Eval 10975.2,oa specific Model and for any other, additional use limitations Created by Independent Third Party: Yes and Installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.3 c. "FlberClassic', "SmoothStar", WS 'Impact" Glazed Fiberglass Single Door whit Sidelites - "ClasslcCraft" or "ClassicCraft (OXO) Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975 R4 II Inst 10975.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: Yes € Created by Independent Third Party: Yes Design Pressure: N/A t Evaluation Reports Other: See INST 10975.3 for Design Pressure Ratings by EL10975 R4 AE Eva) 10975.3.DdF specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note - ASTM (1300-98 utilized for areas Inside the HVHZ) 10975.4 d. "FiberClassie,'SmoothStar", 6'8 'Impact" Glazed Fiberglass Double Door- (XX) Inswing "ClassicCratt' or'ClassicCraft or OutsMng Configuration i Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975 R4 II Inst 10975.4.ndf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 j Impact Resistant: Yes Created by Independent Third Party: Yes Design P�e%siiree N/A lEvaluaiidin ilepdrts Other: See INST 10975.4 for Design Pressure Ratings by FL10975 R4 AE Evai 10975.4.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ) 7 -fA S/1 R/7(119. i 1.05 Flond; Bi 1ding Code Online bUp://www floridabiiilding.orgtpr/pr app_oti.aspx?paranr=wGEVXQ i 10975.5 e. "FiberClassic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Double Door with Sldeiites "ClassicCraft" or "ClasslcCraft -(OXXO) Inswing or Outswing Configuration Rustle Llmlts of Use Installation Instructions Approved for use in HVHZ: Yes i FU0975 R4 R Inst 10975.5.udf Approved for use outside HVHZ Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A S Evaluation Reports Other. See INST 10975.5 for Design Pressure Ratings by FL10975 R4 AE Eval 10975.5.�f l specific Model and for any other additional use limitations € Created by Independent Third Party: Yes and installation Instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.6 f. "FiberClassic", "SmoothStar", 618 "Impar' Glazed Fiberglass Single Door utilizing Hoppe "ClasgcCraft" or "ClassicCraft Multi Point lock - Inswing or Outswing configuration ()} Rustle" Limits of Use installation Instructions Approved for use in HVHZ: Yes FL10975 R411 Inst 10975.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10975.6 for Design Pressure Ratings by EL10975 R4 AE Eval 10975.6.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ) 10975.7 g. "FiberClassic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Single Door with sidellte "ClassicCraft" or "C1asslcCraft utilizing Hoppe Multi Point lock - Inswing or Outswing Rustic" configuration (OX or XO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Fl.10975 R4 11 Inst 10975.7.2df Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.7 for Design Pressure Ratings by FL 0275 Ra AE r-gral 10975.7'ruif specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.8 h. "Flberbassic", "SmoothStar", 68 "Impact' Glazed Fiberglass Single Door with sidelites "ClassicCraft" or "ClassicCraft utilizing Happe Multi Point lock - Inswind or Outswing Rustic" configuration (OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10975 R4 ii Inst 10975.8.odf Approved for use outside HVHZ• Yes Verifled By: Lyndon F Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10975.8 for Design Pressure Ratings by FL10975 R4 AE Eval 10975.8.odf specific Model and for any other additional use limitations Created by Independent "Third Party: Yes and Installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.9 1. "Flber0assic", "SmoothStar", 618 "Impact" Glazed Fiberglass Double Door utilizing Hoppe "ClasstcCraft" or "ClasslcCraft Multi Point lock - Inswing or Outswing configuration (XX) Rustle" Limits of use Installation Instructions Approved for use in HVHZ Yes x,10975 R4 II Inst 10975.9.odf Approved for use outside HVHZ: Yes Verhied By: Lyndon F. Schmldt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10975.9 for Design Pressure Ratings by FL10975 R4 AE Evpl 10975.9.ndf spedfic Modes and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.10 J. "FiberClassic", "SmoothStar", 6'B "Impact" Glazed Fiberglass bouble Door with sidelites "ClassicCraft' or "ClasslcCraft utilizing Hoppe Multi Point lock - Inswing or Outswing Rustic° configuration (OXXO) Limits of use Installation Instructions Approved for use In HVHZ: Yes FL10975 R4 II Inst 10975.10.odr Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yds Created by Independent Third Party: Yes 2 —rA S/lR/7A17 11 -AK Su•IL toLuf,16Uy v.t•- v .ow=m Aq "Wi4d 3:;s.Lt,; xylAze:a;ts �� splaoDV leaoaldtl 3�h1 yeaaseW gaMmoy�,m asestd 'Ams a qam vCV sanva &Apue5w suogsanb Aus anal noA 8'umu pmam A Aq io auogd Aq mmo eyy pquoo 'peaqsq%tea sPP M Uen+ �lua peas yaa op'4WJX, spoaaiapgnd a oy asuodsm W pasegw sswppe pewa jnoA yuea you op aoAg-Www 39gnd we sassaippe pew-a'avq W.ucW spun :: VMLUWZIM MRSSOOOV :: WiDWOMS MVPd' :: do saAoldwo 033/W ue W eWq.4 io o]eiS -U . '6Z IF+�4d 6 6 9 Z £ V ss M4ep 01 140a4S a OAUo W LUTON T 3 Q (ZHAH atp aplsul seaje x4 pazlil]n 96-00£TR WASV - a:oN) :suolpn.gsul uol4elle4sul pue saA :wed palLil3uapuadapul Aq pada suoaellwll asn leuoplppe jotgo due jo3 pue ppoW :)Upads OT' L60I 1ex3 3V tr21 5/or-IA Aq S6u. % amssaad u6lsoc .lod OT'S/- OT is NI aas UOtpo srpod07u uol3enleA3 V/N minssaid u6lsaa aXAaJ&--m=d4xdse pddQid/id/ oia . .qsUpPoli R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vahico, FL 33595 Phare 813.859.9197 Florida Board afProfssiuTW Engineers Certiitrate of Authorization No. 9813 Pro uct Category Sub Category Manuffacturer Product Name Swinging Ttherma Tru Corporation smooth Sto , FilmClassic, Classic craft & Classk Graft Bustle Exterior Fedor Door 118 Industrial Dr. Fiberglass Glazed Door Doors Assemblies Edgerton, ON 43617 Inswing I outswIng Picone 419.298.1746 "Impact' . . Scope: This is a Product Evaluation report: issued by R W Building Cortsuttarrts, Inc. and Lyndon F. Schmidt, P.E (System ID # 1998) for Thelma Tru Corporation based on Rule Chapter No. 9N-3, Method ld of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval press of the product named herein. Lim ons: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the 'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product complies with section 1626 of the Florida Building Code and does not require an kiipact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "UP and includes Wind Zone 4 as defined in ASTM E1995 and Section 1609,1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the sarin as thatshown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -10975.1 require further engineering analysis by a licensed engineer or registered architect 7. Ouiswing configurations; using coastal outswing item #31 meet water infiltration requirements for "HVHZ". a. Inswing configurations and outswing configurations using Item 918, 914, #15, #16, #34 and item #37 do not meet the water Infiltration requirements for the "HVHZ" and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -10975.1 for size and design pressure limitations. Supporting nocaaments: 1. Test Rer ort leo. TEL 01460336 A,B,C TEL 01460339 A, B,C TEL 01460030 STTS00001 15427-107362 ATI 67508.01-106-18 2. Amami -Dade NOA. 08-0206.01 Test Standard ASTM D635-03, ASTM 131929-96, ASTM D2843-99 ASTM D635-03, ASTM D1929-96, ASTM 02843-99 TAS 201-94, 202-94 & TAS 203-94 ASTM G26-95 ASTM E84 -00a ASTM D1929-96(2000)el materials Saflex.interlayer by Solutia Testing Laborata>ry Si ned Testing Evaluation Labs Lyndon F. Schmidt, P.E. Testing Evaluation Labs Lyndon F. Schmidt, P.E. Testing Evaluation Lab., Inc. Wendell W. Haney, P.E. Sub -Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. ArchitscUral Testing, Inc. Joseph A. Reed, P.E. 3. Drawing No. Prepared by Signed & Sealed by No. FL -10975.1 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt P.E. 5. Qualitir Assurance . Certificate of Participation issued by National Accreditation and Management institute, certifying that Therma Tru Co' - ration is manufacturing products wtthln aquality'assurance rpo g p program that compiles vritty PSOiI EC 17020 and - Guide Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/2812012 PF 1390 Sheet 1 of 1 THERMA TRU POORS 1 18 INDUSTRIAL PR... KOPESRTONe OH 43151 "7 Z ER SS GLAZED DOO INSWING / UPN IAEA®P rP GEtdERAI NC1TF5 f. This product has been evaluated and is in compliance with the 2410 MoAdd Building Cod*IW) slructurat requirements Incbding the'Hlgh Velocity tnretcc m Zgnl'(f Wj. 2. Product anchors shoe be m listed and spaced c4 shown on detog. Aw,41or embedment to.bose material sloth be beyond'w¢r8 dressing or stucco. 3. When u3ed in the iW4r Phis product compiles with section T69 of the Florida nulldbv Code and does not requuire an impact radstont coag. 4. When used In wms ouW.9 of Hie 14VC regMrvg wind bore debris protection this product complies vAth Section 1 1041 of the 2DI0 FSC and dues not require an Impact resistant covering. This product meets mhglle level'T) anti lnc ludes Wind Yore 4 as defined in ASTM 111%. For 24 stud fron*g constrvctian, anchoring of itme urdfs.41all be the same as that shaven for 2x buck masonryconstrucHon. d Site condttlons that deWoie from tine detalb of this drawtV reguIrs ft*wangineetng andysis byo tteensed engineer orregRtered architect 7. Cutsvdng conilgwalllom �nTng coastal ovtsv+4ng item 4731 mW water lr TfaHan rr .q*menls'klt °HM, t3. mewing conffgw tl m and outswing conngurofloM usfng'jtpm ptA, TA; E 13,tf 1,¢ 4 Ono 17 in;.lr3i do not meet she mler I nMft �ttan WILIreTnelvs for O*ln non-tiYfbt OO alias or at habNabte locs�falu protected by an ovelEtagg nf`ccnopy suchtitaf.fhe Gng1e l�e1K�n the edgo o}Ganopy.s�oyorrtang tosillis ten than 48 degrees" 37,75'MAX. _ FRAME WIDTH 16.OT MAX. PANEL WIDTFI OU."WINP uvnwuv' w,,,: 37,7rxW.62"'. • +aa,a -56.4 a3-aoQrs.t. Ot;E FCONTENFS' . SH,EI`ti AESCt4P•tS,N SHEEt'� DkSCRiF11Dtd . 1 nleiCWBnrirrs;60 " ssUras&'enerat fes : T verticalercussectioru; 2 Door pane tletcsUS &gid to s (Smb£Sth t " 8 Buck and urft anrhaluig ug lnoso. 3 nal ddt_ Is•FtbcaCia 9' tiam3anGhartn lY.bvCkmaSth-•coP{ wtlo" . 4 Go p'Oiy8ht8net data is ( 1psli.c 0 1t Rgaji0 rl 1T fm artme crosss�onons 37,75'MAX. _ FRAME WIDTH 16.OT MAX. PANEL WIDTFI OU."WINP uvnwuv' w,,,: 37,7rxW.62"'. • +aa,a -56.4 a3-aoQrs.t. 24.58' MAX. O.L.O. L a1 DETAIL A -A &DQO P meo 1 RIIONTAL CROSS SECTION 2 _ h•-- 4.16° •--�j I.IB' 154"�14f T 11 Npl EME ( M Ltd EXTERIOR Two relD to t GLASS ME 14 CELLULAR GLASS GLAZWG 1 ff TEMPERED GLAS EXTERIORAIRSPA CE _:�-; ;;i;,"•'. 44 �+ GLASS DIA. MAX. ' is "� `_ O.W PV81NTERLAYER SAN.EXOTSOLULIA INTERIOR 2 11WANPIEALED p{ DOW 995 GLASS ,'= f a OR SKA 552 SMGGLE GL4ZWG qg rj{ 3S We 6/25/08 �t,gggg�� p�pp N EAMAX.E $PACER yes N.T.S. caw. ars JK • G1 ! crpc. erc LFS �ERTfCAL CRQ S SECTION PROM No., 2 FL -10875.1 jmmr 2 OF L-1 r_ 24M MAX. D.L.O. 39 3 4 2 Y ypSii 52 3 57 INTERIOR 35 A • lF .. : SF:9 39 i� _ 'fir' •'';; �� .'� ° 'r c� �54 ¢g 4�@ gV LL c EXTERIOR 51 46 35 1 rt.. o 35 2 G1 I 1 HORCiOMTi4L CROSS SECTION !�-+ 3 r -I 1.21" fes••- � 4.10° ----•� I I I fi + T- 0 L DETAIL A A J cl EL K EXTERIOR INTERIOR I a Gr1 h 4 r DIA. MAX. 0000 000 Q y a i r.£ x a AREA Mi4XDA� + r;{,s•. •a. , oma+ a ZS 08 39 ;;�; T,q .55 N.T.S. orm at: JK m DelA1ZA•4 Qt04 eYr US Panel �etritorcemenF d 2 VWCAI CROSS NOW °' FL ^ °' • � FL -1097b.1 mpm OP s 24M MAX. 3 4 a b.LO. 5;p#, ban 39 MTERIOR 64 39 SEE ?S. .:A�. a.ii: '4�.: 'i':y `•': �i.: .�y X '{Bqp, ' EXTERIOR 1.y :•�'Z !' Or.t o b1 36 39 4b 35 T :" al 1 a r •• 0 4 1 HOWO A .ROSSSECWN 3 Mr DETAE. A A I f;•�•" �`��t,, �y�. � tY®tccraB oK EXTERIOR INTERIOR [TYP} ti i 65 "MIRAG9 T[ 39 � I? 2'M MAX. 30 �M �s 8/25/08 SWAuN.T.S. 39 s9 rnro. an JK �gA auc sri LFS 3 Pcrrel retn7aaemenf 2VERTICAL CROSS SECTfON PRdM W N0.: Fi-10975.} weer 4 or- 1 24.58 MAK D.L.O. s ti 70 AEiAIL A ' Ppn I rete£ .. I'\moluzo n CROSS SECar[0 1 C�TERIUR INTERIOR 2 "� VERUCA! CROSS SECTION a. stt JK 4 efh LFS waxy oml Ft -10876.1 7 7 W ERIOR I 50 60 L 9 10 ° a'' o d t a 40 70111 10 o 8 b b• '; 7 °. 17 6 EXTERIOR E a° 20 C A q E � c FAM1B. (fYP.) 1 d ° C 54 603 HORIZONTAL CROS N y t0 a <° 27 40' 70b . Shown w X sutrbuck " INTERIOR INTER)OR L 10 < : W ia. 7 EVERIORuj 7 e T e EXTERIOR ' 8 B i z 40 70 °'.. 6 20 10 D {- C3NK CSINK- . i ovFa 6/25/08 11 UYP.) PP•)� N.T.S. g 1-114 MIN. 9 B owm JK 3 EMILInP•) 1 H RIZOMAL CROSS ON 2 HORIZOMAL CROSS SECT70M t-t/4°MiN. QiK. n Ioma a FS 6;� ahn SpA b Inswtn� cn�onfff�pu ons n w OviswTngals3appraved EMIa.IfYP.) F1-10875.1 °o 8� 1" MIN, FROM ]"MIN. FROM «-MASONRY EDGE MASONRY EDGE -.+- (TYP.) (TYP.) d o INTEiIOR INTERIOR �1 1 VERTICAL CROSS SECTION OutsWng canttguratlon atrown In�voing dG40 approved WERIOR 21/7't IN.FROMI21/2°WN..PROM ••+•4-- MftSONRY EDGE MASONRY EDGE - - (jYP,} PP.) 3 VERT 'AL CROSS SECTFOPI 7 nswtng configuration doe general rrotes, street 1 for'tiVYWments voter InMtrailon iequlre 2-1/7'MIN. FROM 2-1/2'M1N.FROM .+- MASONRY EDGE _ MASONRY EDGE —« . .("j (TYP.} INTERIOR /lZII IXTERIOR 2`1 VERTICAL CROSS SECT! ?N Shownw/1X sub -buck W . ' . . ' • '' EXTERIOR 2-1/7 MIN. FROM 2 1/2' MIN. FROM - MASONRY EDGE (TYP•1 MASONRY EDGE 50 60 4 VERACA R SS SECTION 40 74 t 7 Outsw rG can na ra""l n� sheet 1 4 21/7' MIN, FROM 2-1/7 MN. FROM MASONRY EDGE MASONRY EDGE —.�.. (TYP.J (TYP.} 5 VERTICAL CROSS SECTION 7 Outswng con es. ta^'€ n we gerrerol no�, street 1 for "iNft i water fnti9mflon requkements L sn ers srsam xa.� FG -10975.1 TYP. HEAD D & JAMBS SEE NOTE 1 L TYP. HEAD _ & JAMBS _ MASONRY - — MASONRY OPENING OPENING FRAME 01 2x BUCK a 2X BUCK` P SEE NOTE 2 � p SEE NOTE 2 Tyr. SILL b•• 4•r {It_ _I q V BLtCKANCHOfIIHG IIONNJAAOBFRAAfEANMORM Masonry 2K buck aonshuctlon 1, t/A" Etco Concrete screwy anchadng 2K Lwck mgUIre a minimum Igctearance to masonryedges a t-IXmnimum embedment and a minimum dq clearance topcYacent concrete screws. Substitution of equat concrete Screws from a different wppiger may have ditfls ewt edge distance and cenfOr clone requirements. Concrete screwtocatlons at the comers may be adjusted to maintain the mtnlmum edge distance to mortar . lits If Concrete screw focaflons noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge dtsfunce to mortarlobos; additional Concrete screws may be required to ensure the m®dmum on center dimenslon Is not exceeded. 2. 1/4ITW concrete screws grnchoilrg frame and/orsM require a mWmum 2-1yr clearance to masonry edges d i-i/W mWmum embedment and a mfn(mum 31 cfearance to a0went.concrete screws. Substifullm of equal concrete screws from a different supplier may have different edgedlstance and center distance requirements Concrete screw locatt m of the comers maybe adjusted to maintain the mfntrnum edge distance to mortar joints. If Concrefe screw locaflons noted as "MAX. ON CB ffW must be adjusted to maintain the mtnlmum edge cWcnce to mortar joints additlanal Concrete screws maybe required to ensure the mmdmum on center dimension Is not exceeded. 7 $FWJAW LAWA A DEADBOLTUTAIL_ REEM M M9wUtg MRSE DL9'AIL Qutswing lb P. er JK m G 815 LFS 3 awwa wa: a FL -10975;1 a HINGE JAMB NOTES: I 0 MA • 1. MASONRY r TYP, HEAD & OPENING JAMBS SEE NOTE i FRAME tx Bucx p -SEE NOTE 1 p .r SEE NOTE 1 TY?. SILL FEAME AWCHQEIHG Masonry 1X 6uckcornslrudl011 : J SEE NOTE: I. 114" ITW concrete screws anchoring frame and/or sN require a n*dmum 2.Iff da=ma to mawnry edges, a 1-114" mintmum . embedment and a mtnhrjum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a cifHarent supplier . . may have different edge`dstance and center distance requirements. Concrete screw locations at the comers maybe adjusted to matntaln the minimum Wage distance to mortar joints. If Concrete screw locaifom noted as MAX. ON Caffir must be adAded to . SEE mah+toin the minimum edge distance to mortarjoints, adcflfonal Concrete screws may be requhed to ensure the maximum on center dlmensfon b not exceeded 2, 3116"ITw concrete screw; anchortng frame andlorsX /®quire a mKrurm 2 W clearance to masonry edges, a 1-114" minimum embedment and a minimum 2 114° clecrance to c*cent eoncrete screws unless ofh®rwise noted by concrete screw manufacturer. LATCNA DPADEOLTDEtAIL SEE NOTE 1 SEENC HEDGE DETAR Oulswhv g U 94x a�s ly 5.83° 5.83' (��t 5 75°297° 1.68 ^ .� 4 236°ail IS i slit 18; W-fhertnal � Ib[ VW 1P f&GSHOLO `/ SA eb e' oc� S ASS 5.83° IN5.83' �jgWlNt3THRESHOjQ, FOIA 3B SWING RG 1,,,� $ 31 � Gaastai �`"�bsdate FAu au�trCte h AM 2.37° 37 01)TSWIMG THGGSH¢J,� h :.� QUISWING THRESHOLD. 38 'IN iY! f` � �`j Sfaexfcrd At451fote StdntlMd 4U�Of9 SIT 4.W �_ �' Imo— 2.36" � T • o.. FL -10875,1 BILL OF MATERIALS BIL OF MATERIALS - ITEM DESCRIPTION MATERIALtI€M DESCRIPTIO MATERIAL A 1 X BUCK SG a= 055 WOOD 50 RBERG DOOR PANEL W/STEEL REINFORCEMENT FIBER CLASSIC) FIBERGLASS n BUCK SG 0 51 FIBER CLASSIC DOOR SKIN J)W MINIMUM THK. FIBERGLASS FIBERGLASS 9 a C MAX 1 t4° SHIM SPACE - 52 TOP RAIL COMP. $ Z d D 1 4"X2.3/4'PFH ELCOCONCRETE SCREW STEEL 54 HINGESTILE LVL%WOOD N Q E MASONRY - 3,192 PSI MIN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 55 •57 BOTTOM RAR' LOCK STILE COMP. LVL/WOOD F I W X 13/4" PFH TIW CONCRETE SCREW STEEL 60 1 FIBERGLASS DOOR PANEL WATEEL REINFORCEMENT CLASSIC C FIBERGLASS G 1116- X 3.1/4" PFH ITW CONCRETE SCREW STEEL. 61 CLASSIC CRAFT DOOR SKIN .09W MINIMUM THK. FIBERGLASS FIBE g H 1 /4° X 3.1 /4" PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. d I 1 le X 2-1/4' PFH ITN! CONCRETE SCREW STEEL. 64 HINGE STILE WOOD J I IV X 3-3/4" PFH ITW CONCRETE SCREW STEEL 65 BOTTOM RAIL COMP. K 08 X 2-1/2' WOOD SCREW STEEL 67 LOCK STILE LVL/ QOD L 10 X 2-1 PFH W: D SCREW 70 FIBERGLASS DOOR PANEL WASTER. REINFORCEMENT CLASSIC CRAFT RUSTIC FIBERGLASS 1 EXTERIOR LIiEFRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN .090" MINIMUM THK. FIBERGLASS FIBERGLASS 2 INTERIOR LITE: FRAME ALUM. 72 TOP RAIL COMP. 3 LTTE FRAME TRIM PVC 75 1 BOTTOM RAIL COMP. d #10X1-1/7PFH SCREW STEEL. 77 HINGE AND LOCK WOOD 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM ' 8 9 LONG REACH C RESSION WEATHER-STRIP f X 4° HINGE.091 FOAM ©• 10 14 #10 X 3/4° PFH WOOD SCREW HINGETO FRAM THRESHOLD OUTSWING -SELF ADJUST STS ALUMJCOMP. 3 15 THRESHOLD OUTSWING-5314°COMPOSITESILL, FULL SUBSTRATE ALU COMP. 16 THRESHOLD OUTSWING-W. COMPOSITE SILL, STANDARD SUBSTRATE ALUM./COMP. 17 18 PASSAGE LOCK - KWKSET MODEL 200T - GRADE.2 THRESHOLD OUTSWING S3 4" THERMAL BREAK SILL STEEL ALUMJWOOD 19 HEADER JAMB SG * 0.42 WOOD 20 2 SIDE JAMB S x 0,42 # WOOD PLATE STEEL COASTAL OUTSWING THRESHOLD ALUM./WOOD DOOR BOTTOM P PVCINSWING ADJUSTABLE THRESHOLD- STANDARD SUBSTRATEALUM COMP. L32 OUTSWING THRESHOLD- 5.3/4"HARDWOOD SILL, STANDARD SUBSTRATE ALUM./WOOD 7/16'X 112 STAPLE STEELINSWING THRESHO FIXED STANDARD SUBSTRATE ALUM COMP. OUTSWINGIHRESHOLD ALUM./COMP. 38 39 INSWING ADJUSTABLE THRESHOLD- FULL SUBSTRATE PANEL REINFORCEMENTO.023° THK. ALUM./COMP. STEN.-!a- DOOR PANEL W/STEEL EINFORCEMENT(SMOOTHNva 44 45 46 47 48 49 HINGE STILE BOTTOM RAIL INSULATING FOAM CORE LOCK STILE TOP RAIL ISM007HSTAR DOOM SKIN .07TP' MINIMUM THY. FIBERGLASS WOOD COMP. POLYURETHANE LVL/WOOD COMP. FIBERGLASS oAte+ 8/25/08 N.T.S. WA sy` JK cm &A LFS ° FL U0.1 FT.— 10976.1 mu TIW11„ Florida Building Corte Online http://www.floridabufldinp,org/pr/pr app_dfl.aspx?paranr=wGEVXQ.. Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@ays.cc Authorized Signature Michael LaFevre mlafevreQcws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 S_ W 44th Ave. Kala, FL 34474 (352)368-6922 Ext 291 btenaoe@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 221 jthompson@omcc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas 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. Urirh, PE 1 Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) FL14850 Ri CAI EvalRep CWS -641A (SD -8750 IMPACT) odf Standard AAMA/ W DMA/CSA/191/I.S.2/A-440 ASTM E 1300 ASTM E 1886 ASTM E 1996 PA TAS/201/202/203 _Y -M 2005 2004 2005 2002 1994 71 -PI 7/wn n1) In -S1 AIV Florida 13Oding Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved bttp://www floridabuilding.org(pr/pr app_dtl.aspx?paras wG Q.. Method 1 Option D 12/12/2011 12/13/2011 12/20/2011 01/31/2012 FL. # Model, Number or Name Description 14850.1 1 1 SD -8750, Impact. SD -8750 French Doorw/ SD -8710 Sidelights, Impac. moved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistim b Yes Design Pressure: +70/-70 Other. Large Missile French Door w/ Sidelights, Max. French Door 6' x 8', Max. Single Door 3' x 8, Max. Sidelight 3' x 8', DP +/- 70 psF Installation Instructions FL14850 Rl II CMS -641A (SD -8750. IMPACT1.Ddf Verified By: Lucas "turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL14850 Rl AE DuPont PVB NOA 11-0624 01-W FU4850 R1 AE DuPont SGP NOA 11-0624 02 DdF FL14850 Rl AE EvalRey CWS -641A (SD -8750 IMPACT).Ddf FL -14850 Rl AE Mikron NOA 11-0830 09.txlf Created by Independent Third Party: Yes m Con act Us :: 1940 North Monroe Strtet 730ahassee L 32399 Phoun: 650-487-1824 The State of Fbrt b Is an AA/SO empbyer. Coovnobt 2007-2010 Stats of Fbrkb.:: Mmy StatBmait :: Accessb"@.v Statement :: Refund Staters under Fbrida law, e -mad addresses are pubdc records. If you do not wad your e-mail address released in response to a pubRo-records request, do rot send eledronk: mad to this ed0.y. Instead, contact the office by phone or by traditional ma;< 8 you have any questbss r29ardav DBPICs ADA web accessibuty, please contact our web Master at webm sterOdborstate Res. Prod= Apprmrai Aooapta In in R I 11..F' 7/9.ni)(W) 10.191 An Lucas A. Turner, P.E., MMA Evaluation Report 641A 2084 Mauve Ter. North Port, FL 34286 Ph: 941-380-1574 December 7, 2011 Product Description: Series SD -8700, FD -8750, SLT-8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 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). 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 -641A, signed and sealed by Lucas A. Turner, P.E. on 12/7/2011. 2) Test Reports NCTL-210-3761-1, -lA, -1B, -1C, -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, AAN1A/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -641A, signed and sealed by Lucas A. Turner, P.E. on 12/7/2011 Installation: Units must be installed according to approval document CWS -641A. Limitations of Use: This product: - May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 9T' Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS -641A - Achieves design pressures of +/-70 p.s.f - Is Large Missile Impact Resistant and does not require the use of shutters - May be used in the High Velocity Hurricane Zone - Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami - Dade N.O.A. #11=0624.02 - Requires Dupont PVB Interlayer per Miarni-Dade N.O.A. #11-0624.01 - Requires Milaon rigid PVC frame extrusions per Miami -Dade N.O.A.# 11-0830.09 - Anchors indicated in CWS -641A shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. 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. jS%1-119,11 IW Lucas,k Tumer, P.E 2091-12-0717:53-05:00 O #E t� r No .Z;-71 12/7/11 Lucas A. Turner, P.E. STATE OF 4u FL PE #58201 40" MAX SINGLE DOOR WIDTH 28 5/8" CLASS DLO A I 1 95 3115" 37 5/8* X1 PANEL B HEIGHT C v n 843118" SEE I x � II l GLASS N6TE4 fff D DLQ I I —37 5/8" PANEL WIDTH I 8 1/2' 20' 1 B D 81/2" SINGLE DOOR NOTE: HINGE SPACINGS ARE S 1 Q' FROM ENDS AND A MAX OF 20" ON CENTER FOR 81"TO 97" UNIT HEIGHT. TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1-3 ANCHOR DETAIL & NOTES.................4 GLAZING DETAIL..................................5 SECTION VIEWS.................................8.8 BOM................ _.............................. ,.....9 EXTRUSIONS ........................ _............ 10 INSTALLATION DETAILS ....................11-14 79" MAX FRENCH DOOR WIDTH' 37 5/8* PANEL WIDTH C v n I x � D FLUSH BOLT ON INACTIVE SEE PANEL 8431. NOTE 4 GLA: I DL C "'—_' FRENCH DOOR 33 6/8' SIDELITE WIDTH QtYi�i��l�l� 94 D ELITE F II II Q I II F. 83 8I8" GLASS 26 818" GLASS DLO 97' MAX UNIT HEIGHT 9531161. PANEL HEIGHT 3116" MAX UNIT WIDTH 5/8' GLASS DLO 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL (SEE SHEETS) 3. APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING W/ SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(8) WISIDELI7E(S), SIDELITE NONATTACHED 4. LOCK OPTIONS: *UPTO 6'8": A DOUBLE BORE W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET ®38") B.MORTISE LOCKW/ ((2)) INTERIOR FLUSH BOLTS(HANOLE SET @ 34") C.MULTIPOINT(4PT}(HAt�DLE SET @34'7. *ABOVE 9&8 A.MULTIPOINT(SPT)(HANDLE SET @ 34"). S. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E430D -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300. 6. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-14 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 8, ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND TIERODDED TOGETHER, S. REFERENCE TEST REPORTS: NCTL-210.37614,1A,1 B, 10, 2,2A 10. 1x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD 11. SERIES I MODEL DESIGNATION: 813-8700 , FD -8780, SLT-8710 12 SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER 14, QUALIFIED ALTERNATIVE LOCKSET/ DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLYTO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 16. THE DESIGNATION'X AND '0' STAND FOR THE FOLLOWING: X -OPERABLE DOOR, 0- FIXED PANEL UPDATED PER 2010 FBC E tis v -r--.NN10 r --Ns` ..: — SIDELITE 5B201 A 1900 SW 44TH AVE. .? yq g yk OCALA, FLORIDA 34474 LLMW A T�voar, P.E. 2011.12-D709:3845.00 X`, Wot00% STATE Of IM9 ': GENERAL NOTES& ELEVATIONS -IMPACT 12/07/11 ERIES: .RAVM 8700-8750 9Y: TE naoparetnayaancongloeNrurL a N'•�( P: •�4 ADE 1?J5/2011 WWAIDOWTIM PSYSTE5M%% IoTHE INMRMATION �rM cWRREPRUSTOM SON INPRTOR pis E o�NTAIM IN THIS DRAVANG IS THE SOLE PROPERTY �THE �`��i®N ��+a~ �aDEL PVC SWING D00R zev. LETTE1a: A rI1r�ro..CWS-641 1 OF 14 1513/8° MAX UNIT WIDTH 363/16" MAX 794 MAX SIDELITE WIDTH FRENCH DOOR WIDTH WWI 37 518° MAX PANEL WIDTH PANEL WIDT11 97" MAX MAX UNIT HEIGHT IDEL"ITE O x x o pAn HEIGHT FLUSH HEI, SOLT 83 IrvncTlve DOOR PAN[ GLASSSIDELITE SEE PANEL GLASS DLO DLO NOTE 4 DLO ; % SHT 1 22 518" 26 518" GLASS DLO GLASS DLO FRENCH DOOR W/'SIDELITES 78 3118° MAX UNIT WIDTH 38 3118" MAX 40" MAX SIDELITE WIDTH SINGLE DOOR WIDTH 33 51W37 518° PANEL WIDTH DOOR WIDTH 97"� F S. UNIT _ 83 518" SIDELITE GLASS DLO 22 518" GLASS DLO x E T£ I1 36 311$° MAX SIDELM WIDTH 33 5/8° PANEL WIDTH 94W SIDELITE HEIGHT 83 HEAD 953M5" PANEL HEIGHT 84 3ti 8° DOOR PANEL LL FRAMES ARE D GLASS DLo JUIECHANICALLY FASTENED 26 5/8" PROPRIETARYAND COMIDENTRI. 12/47/11 GLASS DLO THE INPORMAIION COMAINED IN THS ORAWMO 18 THS SOLS PROPERW OF CUSTOM WINDOW SYSTEMS, INC.APIY REPROIX1CTiON (N PART OR AS A WHOLE WTHOUT THE WRITTEN PERMI38ION OF CUST 64 WINDOW SY87EM8,MCASPROKIMTED, 1153118° MAXUNITWIDTH— 794 MAX FRENCH DOOR WIDTH 37 5/8" DOOR WIDTH 97" MAX . UNIT ° 95 1 DESIGN PRESSURE RATING ±70 x FLUSH SOLT ON L INNACnv 84 PANEL DC GL � j rl. G 226/84 C 14 GLASS DLO 12 SIDELITE W/ FRENCH DOOR SILL 95 1 DESIGN PRESSURE RATING ±70 48" MAX SINGLE DOOR WIDTH 37.6/8" PANEL WIDTH S/8" LASS DLO 8 112" SINGLE DOOR WIDTH 37 6/8" 81" PANEL WIDTH 22 S/8" MAX AND A MAX OF 215118" ON CENTER FOR UPTO 36 3118" MAX LASS DLO LASS DL UNIT 81" UNIT HEIGHT. FLUSH 215116" HEIGHT BOLT 78 3116° 151318" MAX UNIT WIDTH 81" MA 79 3116" 79" MAX FRENCH DOOR WIDTH X DOOR 81 NIAX IGHT 88 3118" HE PANEL SI ELIT36 WIDTH U H HE DOOR PANEL HEIGHT GLASS DLO 68 3/16" SEE SEE DOOR PA NOTE 4, NOTE 4, GLASS DLO SHT1 ! k SHT1 8 112" I 78 6M" SIDELFFE DOOR HEIGHT PA NIT 79" MAX FRENCH DOOR WIDTH SIDELITE SINGLE DOOR WIDTH 37 6/8" LITE W D PANEL WIDTH 22 S/8" 26 6/8" • 26 518" AND A MAX OF 215118" ON CENTER FOR UPTO 36 3118" MAX LASS DLO LASS DL / 81" UNIT HEIGHT. SIDELITE WIDTH `` 1 S/8" SINGLE DOOR WIDTH FLUSH 3116° 151318" MAX UNIT WIDTH 81" MA BOLT — 79" MAX FRENCH DOOR WIDTH X X 81 NIAX IGHT 88 3118" FLUSH BOLT SI ELIT36 WIDTH U H HE DOOR PANEL 79 3(18" GLASS DLO SEE NOTE 4, ! k SHT1 67 818" SIDELITE GLASS DLO N MAX UNIT INGLE DOOR FRENCH DOOR 36 3118° MAX SIDELITE SINGLE DOOR WIDTH 33 518" LITE W D NOTE: HINGE SPACINGS ARE 8 1/2° FROM ENDS 22 S/8" ASS DL AND A MAX OF 215118" ON CENTER FOR UPTO 36 3118" MAX 8 / 81" UNIT HEIGHT. N MAX UNIT INGLE DOOR FRENCH DOOR SIDELITE 112 3/8° MAX UNIT WIDTH NOTE: HINGE SPACINGS ARE 8 1/2° FROM ENDS AND A MAX OF 215118" ON CENTER FOR UPTO 36 3118" MAX 40" MAX 81" UNIT HEIGHT. SIDELITE WIDTH S/8" SINGLE DOOR WIDTH 3 618"37 336/8',F PANEL WIDTH PANEL WIDTH 151318" MAX UNIT WIDTH 81" MA — 79" MAX FRENCH DOOR WIDTH UNIT 3116'E HEIGHT FLUSH BOLT SI ELIT36 WIDTH 79 3(18" 37 SW 78 518" DOOR PANEL WIDTH ANEL WIDTH SIDELITE 0 x 0 PANEL 1 HEIGHT HEIGHT 8 % \ 67 6/8" 68 3/18" MAX SIDELITE SEE DOORPANEL UNITFLUSH GLASS NATE 4, GLASS DLO WEIGHT BOLTBHT 793118° DL 1 fi 78 616" DOOR PANEL SIDELITEO X X O HEIGHT 22518" 28618" HEIGHT 68 3116° GLASS DLO GLASS DLO 87Ll I DOOR PANE SIDELITE-DOOR-SIDELITE {DELITE SEE GLASS DLO GLASS NOTE 4, LUCAa A TURNER, FL P.E 58201 A UPDATED PER 2010 FBC 11114!2011 DLO ( SHT1 22b/8° 285/8 �o�+Op$.�,CI Wg¢.,•;G.'r „? ..:. GLASS DLO GLASS DLO „fir ND 'o 58201 1906 SW 44TH AVE. FRENCH DOOR W/SIDELITE$ { _ * OCALA, FLORIDA 34474 4' * 3 jr, ELEVATIONS 69'W1 FLUSH BOLTS- IMPACT STATE OF �+ 12/07/11 " Q!' �` P,a 4�' "',8700-8760 FEW.LETTEfL' ADE �T� 121612011 SIGN PRESSEJRE RATING PROP I86TARYANDCOMDENTFAL . ', o`.,d o€{11;.• p,+,, tno L: wa,I THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROmfilY OF CUSiOtg1 '+i ss °°•• o.•• N1 PVC SWING DOOR CWS -841 �70 WRITTEN PERHMON0�9TOM WINDaW 181BTEMS. INC.IIS PROKEITED. OUT THE *,+�QNyltii 0,o1 A T: 3 O 14 MIDSPAN 4 4° EXTRA ANCHORS 4° 4° 2°4" SEE NOTE #2 REQUIRED IN WOOD 2" 2" e" MAX 4" 4n 2" INSTALLATIONS. 4" 4" 8" MAX I �+-4" 2° 2° e" MAX MIDSPAN ` e"M X MIDSPAN 6" MAX 4" e" MAX F 81/2" �-••�-�-_ � 17° MAXi —--2�LL>S O.C. (TYP) i ANCHOR 17" THRU 17" MAX ' MAX O.C. HINGE O.C1(TYP) 7--- T 21 5/16„ MAX. SEE NOTE #2 1=4_ i SIDELITE DOOR SIDELITE 1 NOTES: SIDELITE DOOR DOOR SIDELITE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/18" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOTALLOWED. 114" DIA. ITW TAPCON MASON R NCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.'EMSEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO-MASONRY, A MINIMUM EDGE DISTANCE OF 21/2" SHALL 5. 912 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 316" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN ANY DIRECTION 6. #10 WOOD SCREWS THROUGH HINGES 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 ANY DIRECTION. 3116" DIA. ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MW. EMBEDMENT OF 1 114" INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1116" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 21311 B" SHALL BE ACHIEVED. 7. ALL INSTALLATION ANCHORS:MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER FL P.E. 88201 A UPDATED PER 2010 FBG 11/14/2011 NOT BE USED IN SUBSTRATES:WITH STRENGTHS LESS THANTHE MINIMUM STRENGTH SPECIFIED BELOW. y'"osslRotrrrw" 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ti��ti PCO...,"�;+i+ A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.56 (SOUTHERN PINE OR GREATER) s• �,.• titlEtlg •y .Q}w,,• 44�� �� B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. r C: MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER). Q i 59201 ;� r 1800 SW 44TH AVE. syr OCALA,FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCETIF # : : OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE S� ANCHOR SCHEDULE &NOTES -NON IMPACT ���.J " .:3'4 9TAT8 OF • RIEG RAM By' TE WITH THE CURRENT VERSION , F THE FOLLOWING THE REFERENCE DOCUMENTS! Im/11 ~�a1ty •�" ,: �� 8700-8750 ADE 1215/2011 FMANVDMA260(FIN (BOXWINDOWS},FMAI MA/WMAIAAMA 200 DMANGE WINDOWS), 300(EXTERIORDOORS). THEINFORWTIONCONTAINEDINTh orzMIINOISTHEB�OLE PROPERTY oFcwsToan +'r+�Sy:L�QA.otj ��* k°O°EL'PVC SWING DOOR "CWS-841 wmSSIANY 0CTEMOR .ISRT10UT THE TTEN �MIONOCUSTOM WNNw6YSMS,, INC. IPOMRITEDL Ew A 3,-0 4 OF 14 ALL MPERED (SPACE NEALED GLASS IONT PVB INTERLAYER NEALED GLASS kFLEX 882 or 2URFECT GLAZE "I BITE 1" OVERALL •3/16" TEMPERED 318" AIRSPACE 7/16" LAMI 3/16° ANNEALED GLASS .ON SENTRY GLASS IONOPLAST INTERLAYER 3116" ANNEALED GLASS KAFLEX862 or ` - PURFECT GLAZE "H" ITE FULL.SIZE �x GLASS TYPE B PROPWETARYANO CO*IDENTAL I1J07n1 THE WORMATMN CbNTAlNED IN THIS DRAWING IS TNF SOLE PROPERTY OP CUSTOM WINDOW SYSTEMS, IND. ANY REPRODUCTION IN PART OR ASA WHOLE W CLIT THE WRrMEN PERMISSION OF CUSTOM WINDOW SYSTEM. INC. IS PROF9MM. RFC]t IIAFT7 fl GAR TV CF VUmTH rml rrr MAX SIDarrE MAX SMLE MAX FRENCH 87" MAX TYPEA TYPEA TYPEA 97" MAX TYPE B I TYPES ' TYPE B SECTION VIEW A A ALTERNATE MORTISE LOCK w! FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10-12,13,15-17,22,43,48,54,67,66 ITEMS NOT USED IN VERSION SHOWN: 2,3,8,9,15,1825.28,30-34,38-40,43,52,53,50,82,85,88,72,78 PROPMEM"AND CONFIDENTIAL 12107111 THE INFORMATION CONTAINEDIN THS DRAWING IS THE 801E PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMSSION OF CUSTOM WINDOW SYSTEMS. WC. 15 PROMOtTED. SECTION VIEW B -B. ALTERNATE 2 MULTIPOINT LOCK UPDATED PER 2010 FOC 11/141201 air � 1900 SW 44T1-1 AVE. OCALA, FLORIDA 34474 TITLE SECTION VIEW - SINGLE DOOR IE8:8700.8760 RAWNITY; ADS TE` 12/512011 MODEL: F PVC SWING DOOR r": NTS o"GWS-341 6 OF 14 INTERIOR SECTION VIEW GC SECTION VIEW D -D xa PROPMETARYAVDCOMDEMWL 12W/ll THE INFORMATION CONTAM ED IN THS DRAWING IS THE SOLE PROPERTY OFCUSTOM MWNDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT" WRITTEN PERMISSION OF CUSTOM YdINDOW SYOTEM5, INC. IS PROF4BITED. ITEMS NOT SHOWN FOR CLARITY: 10-12,13,16-17,22.26-28,38-39,43,a4,57 ITEMS NOT USED IN VERSION SHOWN: 8,9,15,180,40,42,45,48,48,52,53,55,50,74,78 IMTRRIf1R SECTION VIEW E -E SECTION -VIEW F -F To�SEALANT APPLIED TO ADJOINING FACES BY INSTALLER ITEMS NOT SHOWN FOR CLARITY: 10,19 ,18,22,28,43,57 ITEMS NOT USED IN VERSION SHOWN: 1 -3,6,7,8-15,17,18,20,21,23,24,26,27,3039,41,44-46,48-52,54-56, 58-61,63-71,74,-79 Az PROMI[TARYANDCOMDENTAL 17JO7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE HOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPROOLMON IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSMCF CYSTOM WnNDOW SYSTEMS, IW. 18 PROHIBITED. SEALANT APPLIED TO ADJOINING FACES BYINSTALLER 910 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. W FROM TOP AND BOTTOM 17° MAX ON CENTER. #10-24x 13/4" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. (SEE PAGE 1,3 FOR HINGE SPACING) .078 DOOR HEAD -1833 17/10" 4 9f18" 062 9 1118" DOOR SILL -1678 8 PVC DOOR PANEL - 8083 r+ 1.470 4 9/16" 5 078 y, 1 t18° 2.938 1 9116" 7 DOOR JAMB -1880 REINFORCEMENT -1881 ALL EXTRUSIONS ARE 6001-T6 ALUMINUM REINFORCEMENT -1860 e1 �r•-•- z.a61 050 REINFORCEMENT -1857 REINFORCEMENT -1858 2.437 68 .070 780 THRESHOLD -1783 080 2" 59 ASTRAGAL COVER -1169 FRAME COVER -1806 PROPRIETARY VIC "NF CENTIAL 12/07%11 THE [WORMWTION CONTAINED IN THS DRAWING 18 THE SOLE PROPERTY OF CUBrOM WWOOW SY8TEM8, INC. ANY REPRODUCTION IN PART OR A3 A WHOLE NITH= THE WRLTTEN PERMISSION OF OUBTOM WINDOW SYSTEMS, INC, IS PROHISRED. ""--III tl 1118" " 82 SIDELITE COVER -1816 1 15118" 89 1118° 314° BASE SWEE -1915 • 8 � 9118" 11.11 8° 1118" INSERT, FRONT -1864 1 112" 78 1118" REINFORCEMENT -1862 1f8P63 1118" DRIP CAP -1817 808 80 380 tI f4" FILLER -17841 65 INSERT, IN ACTIVE PNL -1849 19/10,11 1118° 13118" INSERT, BACK -1885 —.818 1.0177 3 PVC GLAZING BEAD .6084 UPDATED PER 2010 7;:AL721161"18° HEAD COVER -1840 T 0 314" 13118" 1/16" t DRIP COVER -1916 111141201 No 58201 900 SW 44TH AVE. * ` OCALA, FLORIDA 34474 a�tZ LE. EXTRUSIONS -IMPACT STATE OP 1,4U4- ;EWES: RAM BV: TE: k 8�p4 #��a' OOEu870087b0 ADE 0.12/5/2011 �p�Nfk ;t,�q PVC SWING DOOR �rT1. A >HEErr CWS -84 i0 OF 1 INSTALLATION ANCHOR, - 114" MASONRY ANCHOR [Cl 2112'_ MIN EDGE DIST, [C] �.a d D oyC d P s EXTERIOR FINISH—•s BY OTHERS PERIMETER SEALANT BYINSTALLER KEEN BUCK BY OTHERS CONCRETEIMASONRY BY OTHERS t-- 1/4" MIN. EMBEDMENT [C] 1/4' MAX. SHIM [B] IY WOOD BUCK BY OTHERS. AME MEMBERS MUST BE FULLY CONTINUOUS DOUBLE 3118" BEADS OF SEALANT AROUND PERIMETER ATALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. MAX SHIM [B] CONTINUOUS DOUBLE 3118" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 1 BY WOOD BUCK BY OTHERS. [A] 1714° MIN. EMBEDMENT [C] Q`a INSTALLATION ANCHOR, a 114" MASONRYANCHOR. [C] .e.a a• a• r441- .� INSTALLATION ANCHOR, '4 Q 3118° FLAT MASONRY ANCHOR eA Q• 7HROUGHHINGE. [E) m,A 2113°, MIN EDGE DIST. [C] �" SEALANT BETWEEN PERIMETER SEALANT) BUCK AND OPENING BYINSTALLER BY OTHERS EXTERIOR FINISH BY OTHERS 1 JW MIN. EMBEDMENT ]C] �1H0RI7APlTAL SECTI REFERENCE NOTES: [AI SEE NOTE 10, 8HT 7 ' MI SEE NOTE 2W. BHT 4 [CI SEE NOTE 4, BHT 4 BEADS OF SEALANT [D] SEE NOTE 5, BHT 4 INDICATED [E7 SEE NOTE 0, BHT 4 ID SILL PROPRIETARY AND CONFIDENTIAL 12/07115 THE INFORMATION CONTAINED IN THIS DRAWINB 19 THE SOLE PROPERTY OF CUSTOM W NDOW SYSTEMS, INC, ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRMM PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PRORS17 D. INSTALLATION ANCHOR, i. MIN. #12 WOOD ANCHOR. [D] EDGE DIST. [D] 111 �e EXTERIOR FINISH �� 13/8" MIN. BY OTHERS¢ EMB MENT. [0] EDMENT e� EMBEDMENT [D] 2 BY WOOD BUCK MAX. SHIM [B] IM!MAX•SHIM [B] BY OTHERS. [A] PERIMETER SEALANT BYINSTALLER a 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] E MIN. EDGE DIST. [D] CONTINUOUS DOUBLE 3/18" BEADS OF SEALANT CONTINUOUS DOUBLE 3/18" BEADS OF SEALANT R4 AROUND.PERIMETER AT ALL INDICATED AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL POINTS BETWEEN FRAME AND SILL BY INSTALLER. BYINSTALLER. V N (PERIMETER SEALANT BYINSTALLER - INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] INSTALLATION ANCHOR, HINGE ATTACHMENT, 010 WOOD SCREW. [E] INTERIOR Pot 13f8" MIN, PERIMETER SEALANT EMBEDMENT [D] BYINSTALLER EXTERIOR FINISH BY OTHERS. REFERENCE NOTES: INSTALLATION ANCHOR, [� SEE NOTE 263, SSEE NOTE 10, HT 4 114° DIA, MASONRY ANCHOR [Cl / D�HORIZONTAL SECTrON On SEE NOTE 4, SHT 4 FRAME (WOOD] [D] -EE NOTE 5, SHT 4 [Ei SEE NOTE 6, SHT 4 CONTINUOUS DOUBLE 3118" BEADS OF SEALANT AROUND PERIMETER ATALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. CONCRETE/MASONRY i-BYOTHERS c�9Dyp -rd 9�4y 11/4" MIN. 31/2: MIN. EMBEDMENT [C] ,Z EDGE Dlsr. [c[ 12/07/11VERTICAL SECTION PRCPRETARYANO C06B70ENTN1 FRAME (WOOD) NOOWW SYST TM M$,INC.NANY REPR—CCTIONN INPARTORASA WHOLE WITTHHOUT TTHHCUSTOM WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, WC. 13 PROMOTED. INSTALLATION ANCHOR, - 1M" MASONRY ANCHOR JCJ 21l2" MIN EDGE DIST. JC] eqa '� d D•: d 9 ar EXTERIOR FINISH - BY OTHERS PERIMETER SEALANTL BYINSTALLER ' SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 114" MIN. EMBEDMENT [C] CONCRETEMIASONRY 1 BY WOOD BUCK BYOTHERS BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] 1L4" MAX SHIM [B] CONTINUOUS DOUBLE 3118" BEADS OF SEALANT AROUND PERIMETER AT ALI INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONTINUOUS DOUBLE 3118" BEADS OF S AROUND PERIMETER AT ALL INDICATED 'POINTS BETWEEN FRAME AND SILL BYINSTALLER. INSTALLATION ANCHOR, 114° DIA, MASONRY ANCHOR [C] —CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. PERIMETER SEALANT I "' u�rvvnc+u+vinav+vnr BY INSTALLER lug— BY OTHERS 1 9 D9� D a�4 D D4 D D D D 4 D 1J& MIN. D� 2.1f2°. MIN. EMBEDMENT JC] xo� •"- EDGE DIST. (C] PROPR[CrARYANDCOMDENTIAL VERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING 18 THE SOLE PROPERTY OFCUSTOM FRAME (MASONRY) WINDOW SYSTEMS, AVO. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE V WRITTEN PERMI8SIONOF CUSTOM WINDOW SYSTEMS, INC. ISPROMSITED. 1 BY WOOD BUCK BY OTHERS. [A] 1/4' MAX SHIM [B] 1114: MIN. EMBEDMENT JC] aye INSTALLATION ANCHOR, 4 e f —114" MASONRY ANCHOR. [Cl MIN m ��e EDGE DIST. [C] a' `—SEALANT BETWEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS VERTICAL SECTION (MASONRY) REFERENCE NOTES' [AI SEE NOTE 10, SHT 1 ISI SEE NOTE 20, BHT 4 [C BEE NOTE 4, SHT 4 [DI SEE NOTE 5, BHT 4 JE) SEE NOTE 6, SHT 4 INSTALLATION'ANCHOR 1° MIN. [D] 1112 WOOD ANCHOR [D] EDGE DIST. ���$�°, EXTERIOR FINISH 13/8- MIN. BYOTHERS EMBEDMENT P] 7 V411MAX, SHIM ]B] PERIMETER SEALANT BY INSTALLER 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3H8" BEAD S OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONTINUOUS DOUBLE 3/18" BEADS CF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER, • INSTALLATION ANCHOR, 114" DIA. MASONRY ANCHOR [C] 1 3V MIN. EMBEDMEN7D] 1L4- MAX SHIM [B]---�j 9" MIN. EDGE DIST, [D] CONTINUOUS DOUBLE 3/18" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER, INSTALLATION ANCHOR, #12 WOOD ANCHOR, [D] 2 BY WOOD BUCK BY OTHERS. [A] CONCRETEWASONRY PERIMETER SEALANT1��� jj BYOTHERS BY INSTALLER 5 49b4a S� D Dg� �Qn 111'1 MIN. I+— A 2.112° MIN. EMBEDMENT IC] ya� EDGE DIST. IC] �^ PROPRIETARYAND COPFI0ENTAL 12/07/11 O VERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING IS TNS SOLE PROPERTY OF CUSTOM OM WINDOW SYSTEM8,tom. ANY REPRODUCTION IN PART OR AS A WHOLEW rKOUTTHE WRITTEN PERMISSION OF OUSTOM WINDOW SYSTEMS, INC. 18 PROKBITED. 7EXTERIORFINISH °-b PERIMETER SEALANT BYINSTALLER BY OTHERS • REFERENCE NOTES: iH�VERT60AL SECTION [P] SEE NOTE • 10, SHT 1 FRAME D) [B] SEE NOTE 2&3, 8HT 4 [C SEE NOTE 4, SHT 4 [Ol SEE NOTE 5, SHT4 EEi SEE NOTE 8, SHT 4 M®BADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wyny-miamidade.gov/peral PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11570/2770/2870" Vinyl Sliding Glass Door (Reinforced)-L.M.L APPROVAL DOCUMENT: Drawing No. MD-SGD570-01 Rev A, titled "Vinyl SGD", sheets 1 through 13 of 13, prepared by manufacturer, dated 11/18/10 and last revised on 10/11111, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See table 2 (sheet 8) and table 3 (sheet 9) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Rigid White PVC to be labeled per referenced NOA requirement. 3. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0107.04 and consists of this page I and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 11-1018.19 MAMFUME COUNTY Expiration Date: April 14, 2016 Approval Date: December 08, 2011 �'1Z�� Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11-0107.04). 2. Drawing No. MD-SGD570-01 Rev A, titled "Vinyl SGD", sheets 1 through 13 of 13, prepared by manufacturer, dated 11/18/10 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 11-0107.04) Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with. marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson; P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202-94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PGT, dated 02/16/11 and last revised on 3-11-11, signed and sealed by Anthony L. Miller, P.E. (transferred from file # 11-0107.04) 4. Glazing complies with ASTMS -1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0420.06 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/14. 2. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11-1018.19 Expiration Date: April 14, 2016 Approval Date: December 08, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E: MATERIAL CERTIFICATIONS (continue): 3. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus", expiring on 01/14/12. 4. Notice of Acceptance No.10-0922.09 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12-11-2011 F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 11-0107.04, expiring April 14, 2016. 2. PGT e-mail dated 11/23/11 by Lynn Miller, P.E. confirming extent of revision. 3. Test proposal # 10-0.767, dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E. Ishaq L Chanda, P.E. Product Control Examiner NOA No 11-1018.19 Expiration Date: April 14, 2016 Approval Date: December 08, 2011 E-2 GENERAL NOTES: SERIES 570 2770 & 2870 LARGE MISSILE IMPACT -RESISTANT VINYL REINFORCED SLIDING GLASS DOOR 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, ALL RIGID WHITE PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS -HEAT STRENGTHED, AN -ANNEALED, 3G=.090 DUPONT SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLAS® PLUS), PVB-.090" DUPONT BUTACITE PVB: GLASS TYPE A: 3/16" HS GLASS +.090" SG INTERLAYER + 3/76" HS GLASS + 7/16" AIR SPACE + 311(" T CAP GLASS TYPE B: 3/16" HS GLASS +.090" PVB INTERLAYER + 3/161 AN GLASS + 7/16" AIR SPACE + 3/16" T CAP GLASS TYPE C: 3/1(" HS GLASS +.09W PVB INTERLAYER + 3116" AN GLASS + 9/16" AIR SPACE WITH HEAT -MIRROR FILM + 3116" T CAP APPROVED BACKBEDDINGS ARE GE 7700 AND DOW -CORNING M. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: 1/4" ELOO ULTRACON OR 1W ELCO CRETEFLEX. SEE TABLE 1, SHEETS FOR DETAILS. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD SUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET S. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300, S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 US% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) SHUTTERS ARE NOT REQUIRED. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE AND: A. MAXIMUM (8) EIGHT PANEL CONFIGURATION FOR FRAME HEIGHTS UP TO 9(", S. MAXIMUM (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 98" AND UP TO 1207. 11) REFERENCES: TEST REPORTS FTL-6337 & 6338, EXOVX10-002-792(A) & 10-008.10231; CAMBRIDGE 635763-09; ELCO ULTRACON NOA 907.0426.01; ELCO CRETEFLEX NOA #03.0225.05; VISION EXTRUSIONS, LTD. WHITE PVC NOA #10-0420.06; ANSVAF&PA NDS -2006 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 91F THE REQUIRED DESIGN PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET S. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND RP TO THE NEXT LISTED SIZE. 3) CHOSE WHICH ANCHOR OPTION (A D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 8, ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 2.4, SHEETS 8 & 9), VERIFY THAT THE REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. 6) ADDITIONAL INSTALLATION CUPS MUST BE INSTALLED AS SHOWN ON SHEET 7. LIMB' NOM. 1.1118' NOM. 7118' AIRSPACE 7118' AIRSPACE 3M8' HS GLASS 3110' AN GLASS 3118'HS GLASS 3118' HS GLAD DUPONT.WAMr' INt.► DUPONT4EXT. INT.► SENTRYGLASM .o °pvs 7/18° 3/18'TGLAS9 7/18" 3M("TGLASS NOM 6 ' NOM 7/8'GLASS Q 78 9 _ � 7 ertE 3 a 3 NOA DRAWING MAP 1 SHEE1 GENERAL NOTES .......... 1 GLASS TYPE "A" GLASS TYPE "B" GLAZING DETAILS ... ...... 1 SG LAMINATE, PVB LAMINATE, ELEVATIONS..................2-4 INSULATED GLASS INSULATED GLASS HORM SECTIONS ...... ...6 1 VERT. SECTIONS ........... 6 ACCESSORIES ...............7 8f18'A018PACE DESIGN PRESSURES 8-9. 3MB•gN GLAD EXTRUSIONS .................. 0 SMW HS GLASS PARTS LIST....................11 — CONFIGURATIONS ........ 12 EAT -MIRROR FILM PANEL TYPES................13 4EXT. INT.). DUPONT.OWPVS j 3/18"TGLASS \lorry DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 8 & 9 LARGE & SMALL MISSILE IMPACT LIMB' NOM. 1.1118' NOM. 7118' AIRSPACE 7118' AIRSPACE 3M8' HS GLASS 3110' AN GLASS 3118'HS GLASS 3118' HS GLAD DUPONT.WAMr' INt.► DUPONT4EXT. INT.► SENTRYGLASM .o °pvs 7/18° 3/18'TGLAS9 7/18" 3M("TGLASS NOM 6 ' NOM 7/8'GLASS Q 78 9 _ � 7 ertE 3 a 3 NOA DRAWING MAP 1 SHEE1 GENERAL NOTES .......... 1 GLASS TYPE "A" GLASS TYPE "B" GLAZING DETAILS ... ...... 1 SG LAMINATE, PVB LAMINATE, ELEVATIONS..................2-4 INSULATED GLASS INSULATED GLASS HORM SECTIONS ...... ...6 1 VERT. SECTIONS ........... 6 ACCESSORIES ...............7 8f18'A018PACE DESIGN PRESSURES 8-9. 3MB•gN GLAD EXTRUSIONS .................. 0 SMW HS GLASS PARTS LIST....................11 — CONFIGURATIONS ........ 12 EAT -MIRROR FILM PANEL TYPES................13 4EXT. INT.). DUPONT.OWPVS j 3/18"TGLASS \lorry g LYNN *'. No.5B705 •'* ��'�, CO (I 11 ?�` 1070 � OLODY A FE $4276 STA O �O��S'• ORIOp;.•'•�\?:� P.O. Box 1629 A. LYNN P.E. oeea"�nrt CERT. OFAV1H.828m GLASS TYPE "C' PVS LAMINATE, INSULATED WITH HEAT -MIRROR FILM ru"ve' BEY198D GLASS .wtpwft M►ornai No 11— t4�6 J.J. 10/11/11 FBC 2010 CODE Ra*wor.. Dain Rffkbw GENERAL NOTES & GLASS TYPES ROSOWSKI mr VINYL SGD INSTALLATION GUIDELINES 11/18/10 570/277012870 1 NTS 11 OF 13 I MD-SGD570-01 I A 2 -TRACK CONFIGURATIONS S' I .. ANCHOR APPROX. G', ANCHOR • ` LOCATIONS FOR NONSTRUCTURAL DETAIL LOCATIONS FOR 4EXT. BYPASS (HEAD & SRL) efEXT• POCKET CONDITIONS. CONDITIONS, 210 .. ANCHORS INTO MAX. — 7 12' MAX.O.C..•�. • ' P -HOOK O.C. 1 ANCHOR @ CENTER OF1 ANCHOR (� CENTER OF DETAIL 1 EACH PANEL SEE TABLES D6TALL O EACH PANEL SEE TABLES EXT.r ONSHEETS 8&9. E)Cfr ON SHEETS 8&9. x219° Mw. o.C. 2 ANCHORS @ CENTER OF 2 ANCHORS @ CENTER OF DETAIL B2 EACH PANEL SEE TABLES ONpglAp, R4"MKO.C. EACH PANEL SEE TABLES 8H ETS8&9.O.C.EX1•rONSHEEfS8&9. EXT.r\4• MIN. O. 3219° MM.O.C. • : CLUSTER OF 3 CLUSTER OF 3 .. ANCHORS @ STILE ANCHORS @ STILE DETAIL C1 INTERSECTIONS. ETA4 1 • INTERSECTIONS, SEE EXT.r ;... ,, SEE TABL ON SHEE7S8&9. TABLES ON SHEETS B & 9. 4• MIN. O.C. 4• MIN. O.C. CLUSTER OF 6 CLUSTER OF 6 ANCHORS ANCHORS @ STILE 0 STILE INTERSECTIONS. 2.37VTYP. INTERSECTIONS. DETAp. . e SEE TABLES ON SHEETS SEE TABLES ON 8&91 . .EXT." Em rSHEETS 8 & 9. 3219° MIN. O.C. 4' MIN. O.C. V MAX. W MAX. (ibZo'!" (TO END OF ATTB ATTACHED JAMB 1 ANCDETAIL 1 ANCILL HHOR ®EXT -IT 4HEAD EXT.r NOT • SEE TABLE 1, SHEET FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, WEEPHOLE PATTERN @ 24° O.C. WEEPHOLE PATTERN 0 SILL ENDS BY OTHERS (UNDER SEPARATE APPROVAL) 8• MAX., (HEAD & SILL) �Z 03+1 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) LYNN M/(t .'/,,,i ti��• ............ '•F'�' tti ;;•' Nc• *705 • =�0�►'BTA iQl:�w •.. FIORL�P' 10707ECHNOLOGYDRNB N P.O. Box m !�1I111111011 NOXOMI9 8.34274 CERT.OFAUT1LeP19233 8° 1 (@ HEAD & SELL) T6' MAK, (HEAD & SILL) I HOMthli C5+2 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) NOTES: 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET B. 3) DAYLIGHT OPENING (DLO) FORMULAS; WIDTH: PANEL WIDTH • 30 HEIGHT: PANEL HEIGHT- 62' J.J. 1 10/11/11 IFBC 2010 RMULAS WD HWHSO HEIGHT: PANEL HEIGHT -82' PANEL WIDTH EL DLO L ra"vew-azy,Ip "+rtrt.nna' d ANCHOR LOCATIONS (2 TRACKS) ROSOWSKI TOM VINYL SGD INSTALLATION GUIDELINES 11/18/10 &Nk&Aoftease: Sheet orm"NA Ret, 670/2770/2870 NTS 2 OF 13 MD-SGD570-01 A DAYLIGHT I OPENING WIDTH DETAIL DAYLIGHT SHEET OPENING / HEIGHT Ir OR a x PANELTYPE PANELTYPE DETALL ETAIL 2 e SHEET SHEET a a- 1}EIAtl. BHEBT SHOOM r. I 03+1 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) LYNN M/(t .'/,,,i ti��• ............ '•F'�' tti ;;•' Nc• *705 • =�0�►'BTA iQl:�w •.. FIORL�P' 10707ECHNOLOGYDRNB N P.O. Box m !�1I111111011 NOXOMI9 8.34274 CERT.OFAUT1LeP19233 8° 1 (@ HEAD & SELL) T6' MAK, (HEAD & SILL) I HOMthli C5+2 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) NOTES: 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET B. 3) DAYLIGHT OPENING (DLO) FORMULAS; WIDTH: PANEL WIDTH • 30 HEIGHT: PANEL HEIGHT- 62' J.J. 1 10/11/11 IFBC 2010 RMULAS WD HWHSO HEIGHT: PANEL HEIGHT -82' PANEL WIDTH EL DLO L ra"vew-azy,Ip "+rtrt.nna' d ANCHOR LOCATIONS (2 TRACKS) ROSOWSKI TOM VINYL SGD INSTALLATION GUIDELINES 11/18/10 &Nk&Aoftease: Sheet orm"NA Ret, 670/2770/2870 NTS 2 OF 13 MD-SGD570-01 A 3 -TRACK CONFIGURATIONS 8" MAX. OETAIL " ANCHOR i' LOCATIONSFOR mma.POCKET CONDITIONS. ANCHOR WTO 12° MAX.O.C. :. P -HOOK IANCHOR@ CENTEROF EACH DETAIL PANEL SEE TABLES ON SHEETS 8&9. 2 ANCHORS @ �.�° CENTER OF EACH O.0 4.T'6 . PANEL SEE TABLES SEXTX ON SHEETS 8 & S. 3218" MN.O.C. CLUSTER OF ANCHORS @ STILE ®NTERSECTIONS. pRV SEETABLESON SHEETS 8 & 9. V4°MIN. O.C. 4° MIN. O.C. CLUSTER OF B ANCHOR @ 4]'8° STILE O.C. WTERECTIONS. SEE TABLES ON EXf.V SHEETS 8 & a DETAIL • 3218° MIN. O.C. 6' MAX (TO END OF ATTACHED JAMB IANCHOR@ EXT HEADENDS. 1)0 CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. SEE TABLE 1 SHEET 6. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH -3.8" HEIGHT: PANEL HEIGHT -62" APPROX 8°, NONSTRUCTURAL (HEADMAX SILL) _ 4° MIN. O.C. DEral 2 ■ wwwa� �� � w� 1 ANCHOR @ CLUSTER OF B ANCHOR CENTER OF EACH MAX PANEL. SEE TABLES EXT.Vl CBTaL TT 4" MN.O.C. '' ANCHOR -4w. DETAIL Cit LOCATIONS FOR ON SHEETS 6 & 8. BYPASS ATTACHED JAMB 4' MN.O.C. CONDTTIONB. 21.8' ' DETAIL H1 MAX •. O.C. Lil 11 EXT.V 4° MIN. O.C. DEral 2 ■ wwwa� �� � w� 1 ANCHOR @ CLUSTER OF B ANCHOR CENTER OF EACH DETaL PANEL. SEE TABLES EXT.Vl ON SHEETS 8 & 9. 4" MN.O.C. •,:., 2 ANCHOR @ CENTER OF DETAIL Cit EACH PANEL SEE TABLES ON SHEETS 6 & 8. EXT.V ATTACHED JAMB 4' MN.O.C. ..', 1 ANCHOR @ CLUSTER OF 3 DETAIL H1 ANCHOR @ STILE INTERSECTIONS. SEE EXT.V TASI" ON SHEETS 8 & 9. 3219' MIN. O.C. 4° MIN. O.C. DEral 2 ■ wwwa� �� � w� w� CLUSTER OF B ANCHOR ° 0 STILE INTERSECTIONS. 2.378° TYP. SEE TABLES ON SHEETS EMS ' 3&9. .;•. ;., • .. ' •,:., . 3218° MIN. O.C. W MAX (TO END OF ATTACHED JAMB DETAIL ° ..', 1 ANCHOR @ � SILLENt73. EXT♦ DETaI A oETaILB1 DEraL Cl DEral 82 oFrAIL (x DeraL D THIS SHEET SH 8 THI83H 7 H o NY (HEAD & SILL) � DETAIL THIS C8+1 ANCHOR CONFIGURATION SHOWN; (BEE APPLICABLE DP TABLES $ 3 O 4) WligpHOLE PATTERN @ 24° O.C. DETAIL TH188H asrAIL 3 SHEET 1 8" MAX (@ HEAD & SILL) W MAX. DETAIL 1 DETAIL (HEAD & SILL) SH HIS DETAR UR! 03+2 ANCHOR CONFIGURATION Ilm SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) WEEPHOLE PATTERN @ SILL ENDS 1676TECHNOLOGYORNS K V®1LCE. FL 3wo P.O BOX 1619 NCKOM� R. 34274 CERT. OFAUTM ?8aww Dene I ROM= J.J. 10/11/11 JFBC 2010 CODE iavlwfire Dope Rovlolmc ANCHOR LOCATIONS (3 TRACKS) rwncrwvum f1aA®® 4K�e. RAde J ROSOWSKI AMYL SGD INSTALLATION GUIDELINES 11/18/10 57770/2870 NTS 3 OF 13 MD-SGD570-01 ft R A ■ wwwa� �� � w� w� � w�� � �o� vw w w w � � �_ � www�ww wr DETAIL� SHMj •'W • • PANELTYPE U �j DAYLIGHT ♦OPEHEIGHNING .rk F NINE o NY (HEAD & SILL) � DETAIL THIS C8+1 ANCHOR CONFIGURATION SHOWN; (BEE APPLICABLE DP TABLES $ 3 O 4) WligpHOLE PATTERN @ 24° O.C. DETAIL TH188H asrAIL 3 SHEET 1 8" MAX (@ HEAD & SILL) W MAX. DETAIL 1 DETAIL (HEAD & SILL) SH HIS DETAR UR! 03+2 ANCHOR CONFIGURATION Ilm SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) WEEPHOLE PATTERN @ SILL ENDS 1676TECHNOLOGYORNS K V®1LCE. FL 3wo P.O BOX 1619 NCKOM� R. 34274 CERT. OFAUTM ?8aww Dene I ROM= J.J. 10/11/11 JFBC 2010 CODE iavlwfire Dope Rovlolmc ANCHOR LOCATIONS (3 TRACKS) rwncrwvum f1aA®® 4K�e. RAde J ROSOWSKI AMYL SGD INSTALLATION GUIDELINES 11/18/10 57770/2870 NTS 3 OF 13 MD-SGD570-01 ft R A 4 -TRACK CONFIGURATIONS I APPROX.9', DETAL DU—TAI—B—'�T � NONS(HEAD & A — SIM) II LL) ►{[—TIgB gHBET S" DAYLIGHT ' ANCHOR DETA0. E DETAJAE OPENING WIDTH ; ANCHOR FOR LOCATIONS FOR NEXTL' :LOCATIONS BYPASS POCKET x OR 'O' :�• CONDmONS. CONDITIONS. 21.8•ANCHORS • PANELTYPE PANELTYPE INTOMAX.12' PANELTYPE / POCKETBY DETAIL 1 MP -HOOK. O.C. .: oErAL 2 / OTHERS D L 1 1 ANCHOR (L CENTER OF 1 ANCHOR @ CENTER OF EACH p�qL EACH PANEL. SEE EXT.'I PANEL. SEE TABLES TABLES ON SHEETS 8 & 8. EXT.y' ON SHEETS 8 & 9. 2 ANCHORS CENTEROF 4"MIN.O.C. 4.78" EACH PANEL. 2 ANCHORS (9j CEF DEr O.C. SEE TABLES ETAIL*EACHPAIEL..MI ON SHEETS EX.1,,�,ONSHEETSS&8. EXV S&8.219' MIN. O.C. I* MIN. D.C. CLUSTER OF 3 D C ANCHORS @ STILE CLUSTER OF 3 EXT:I INTERSECTIONS. ANCHORS @ STILE SEETABLESON 1[4TE SECTIONS.SEE SHEETS 8 & 9. DETA0. TABLES ON SHEETS 88 8. EXT.V 4" MIN. O.C. 4" MIN O.C. 3219' MPI.O.C. 4"MIN. O.C. CLUSTER OF6 DE7 112 ANCHORS ® STILE 4.78- INTERSECTIONS. CLUSTER OF 8 O.C. SEE TABLES ON 2.378' TYP. ANCHORS @ STILE SHEETS 8 & S. INTERSECTIONS. SEE TABLES ON DbTA0. EXT V SHEETS 8 & 9. EXT.r' ... 3219" M81. O.C. 321W MIN. O.C. 6' MAX 8' MAX (TO END OF (TO END OF A77ACHEDJAM13 DE,I,�F ATTACHEDJAMB 1 ANCHOR @ DETAIL 1 ANCHOR @ EXT:r • SILL ENDS. ' HEAD ENDS. 11 &; 1) FO CONFIGURATIONS. SEE SHEET 12 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. SEE TABLE 1 SHEET 8. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH • 3.6" HEIGHT: PANEL HEIGHT • 62" DETAL C 08TAL B ID AL = E! BHEEf TFSS8 ------------------- DAYLIGHT ' OPENING WIDTH o 4 x OR 'O' x x x OR'O' • PANELTYPE PANELTYPE PANELTYPE PANELTYPE / POCKETBY DETAIL 1 ErAIL 2AFF oErAL 2 / OTHERS aH�T sHEEr aHEEr kwv / SEPARATE /APPROVAL) . INTERLOCK ASTRAGAL SHOWN / DJTERLOCK SHOGUNDAYLKNHT jWiOWN • oE7aL B I �>aHEET � /L_, OPENING / ] HS1 GG PANEL «Vl��I CV�I PAtJEI. G iueen c.�enZ� I'-- DETAL Ci DETAL H2 BSHm C8+1 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TASLES 2, 3 OR 4) DETAIL SHEET �jDETAL 3 aHEET 11 W MAX. (o HEAD &SILL) MAX. DETAL 1 DET (HEAD & SILL) 88HEET SHEET C3+2 ANCHOR C.ON�FlOU�RA N 19 SHOWN. (SEE APPLICABLE DP TABLES 2.3OR4) �- WEEPS %A PATTERN @ ZV O.C. WEEPHOLE PATTERN @ SILL ENDS r -7 �GTNI 10/11/11 IFBC 2010 vaaftourt ocv�see Cob MttFMidb II$yyi/kKfiw wMs_\k=L0j%.j-j &i�wt ANCHOR LOCATIONS (4 TRACKS) I ROSOWSKI I M 34M VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. BOX 1878 AIOAC7MIB, FL 54774 Bef7BP/MoOek BTe 81�t' mmNngwa. RBv. CERT. OFAUTH. 0M 570/2770/2870 1 NTS 4 OF 13 1 MD-SGD570-01 DETAIL 1 DETAIL 2A IDETAIL 20 DETAIL 3 IX OR 2X WOOD INTO MASONRY ASTRAGAL INTERLOCK 0 SUCKSTRIP, SEE CONCRETElCMU TYP. ANCHOR TYPE, EMBEDMENT AND EWE REQUIRED IF DOOR X CKSTW NOTE 4. SHEET I PER ANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 6 OT'HL REQUIREMENT EDGE -ON EIGHTISOVERW CONCRETEIGMU 6, ASTRAGAL ADO .ON --1 -0 T D PERANCHDR • NON-STRUCTURAL )ASTRAGALADD-ONREIN REQUIREMENT ANCHOR E EN, 91OX2417SMS REINFORCEMENT SCREW. a EMBEDMENT 0 OPTIOW PERASTRAGAL, EauALLY-spAceDAm r IlIV g FROM ENDS (FACTORY v , 7YP. ANCHOR TYPE, EMBEDMENT MAX INSTALLED), AND EDGE D PER I Ft ;SUBSTRATE, SEE TABLE 1, SHIM 0 D ma MENT 70 29 EDGE EXTERIOR DISTANCE POCKETASTRAGAL BOX SCREEN P-HOOK1�7 LOCKME FOR PANEL WIDTH PANEL WIDTH 1*14"' MAX. LOCKSULES, ASTRAGALS. DOOR FRAME WIDTH TYP. TYPE, FIXED DOOR FRAME WIDTH AND EDGE DIANCHOR EMBEDMENT STANCE PER STILES AND IW MAX. SUBSTRATE, SEE TABLE 1, SHEET 6 HORIZONTAL --T RAILS SEE NOTES EDGE EWE 3&6 DISTANCE #6 X &W SMS REINFORCEMENT DISTANCE BELOW SCREW, 3 PER RAIL, LOCATED AT CENTERLINE AND IP FROM rc ENDS (FACTORY INSTALLED) FOR 2-W ROW 4 -2-W ROW TYRANCHORTYPE, SPACING SPACING ONLY EMBEDMENT AND EDGE INTERLOCKS DISTANCE PER SUBSTRATE It SEE TA13LE 1. GHMT EDGEMBED- EMEMD CE FIXED PANEL CUP AND ANCHORS, SEE18 C6NCRETEfCMU DETAILSHEET7 STANDARD SCREEN PERANCHOR 2X WOOD BUCKSTRIP IOABEDMEM �DSTILE 111 REQUIREMENT OR FRAMING, SEE TYP. ANCHORTYPE, EMBEDMENT n F -rqTRIp EXTERIOR IW MAX NOTE 4, SHEET I AND EDGE DISTANCE PER SUBSTRATE, 2X WOOD I r PANELWIDTH EDGE SEE TABLE 1, SHEET 8 ORFRAMING, SEE DISTANCE NOTE 4, SHEET I DETAIL 3 DETAIL 2 DETAIL I NON-STRUCTURAL INTO WOOD INTERLOCK INTO MASONRY ANCHOR rueDucr uvuw FMBEI)m a oseptims wm *e Raids MENT Iw aw"Icaft A MAX DETAILS DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. OPTIONAL 2) SEE SHEETS 2-4 FOR ANCHOR LOCAJ.J. 10/11/11 FBC201000DE *3% IL TION SPACING. ...... @ P4400K 3)SEE TABLES 2-4 FOR REINFORCEMENTNSE Re*wor. Dew Rovkbr REINF. REQUIREMENTS. PLATE (Ir LONG, 0 X 4) CONTINUOUS ANCHOR PLATE, nrzMo. is REQUIRED PANEL MIDSPAN AT ALL FRAME ANCHOR LOCATIONS. P4400K v 5) PANEL WIDTH DOES NCT INCLUDE INTERLOCK OR powpa- vmmsr. REINF. EXTERIOR ASTRAGALADD-ON. HORIZONTAL INSTALLATION DETAILS J ROSOWSKI PLATE SMS, POCKET O)ALL REINFORCEMENTS ARE APPROXIMATELY THE S,( 19MTECHNOLOGYDIUM TOM #10 X 1-114' P -HOOK FULL LENGTH OF THE EXTRUSION. REFER TO TEST 2-W 0.0. REPORTS FOR EXACT DIMENSIONS. 0, FLO K, . ........... VINYL SGD INSTALLATION GUIDELINES 11/18/10 lu " $�. P.G.Boxim DETAIL I sslos NONOW0, FL 9=4 1600'. 1 shoo ftftft. IRM j 14 INTO WOOD P Y� " r:. CERr. OFA WM #A= — 670/2770/2870 1 NTS 1 5 OF 13 1 MD-SGD570-01 I A DETAIL 4 DE 8ubefrate MASONRY DETAIL 4 1X BIXXCSTRIP INTO WOOD TYP. ANCHOR TYPE, EMBEDMENT AND MIN, 2. EDGE DISTANCE PER SUBSTRATE, Pleama HEAD PERANCHOSEE TABLE 1, SHEET 6 TYP, ANCHOR TYPE' EMBEDMENT AND REQUIREMENT, SE EDGE DISTANCE PER SUBSTRATE, I TABLE 1, SHEETSEDGE ET6 (SP 1 ING DISTANCE EDGEDI8TANCEMEn'. 114° Boo UlhaCon 1412' 1.314° A ° 1412 • i • •,•i 1 EMBED - AlumMum, 6063.73 min. 012 Sheet Melel Screw (G6) 7114' L114° 8 ( MAX 8 MAX 8 k yl 1 1W ! .0 1 OR 2X a8 X 314• SMS WOOD REINFORCEMENT SCREW, SUCKSTRIP, 7 0 7PER STILE,LOCATED AT SEE CENTERLINE AND 8°, B° & 110 NOTE 4, 12° FROM ENDS (FACTORY SHEET FOR INSTALLED). 1� LOCKSTILES, ASTRAGALS, 14• Elco U1baCon EXTERIOR FIXED LES g C Concrete "In. 3.36 ksQ HORIZONTAL RAILS 13X4° 1° Ungrmdell CMU, Jambs Only BILL RISER VARIES 1414 WITH REQUIRED POSITIVE DESIGN N. -ME PRESSURE, SEE TABLE .vRA HEIGHT, PANEL EE NOTES 19 A. SHEETS 8 & 9. SEE HEIGHT S & 6 BELOW 14 Elco UIIraCon TABLES 2,3&4 FRAME 17 HEIGHT. �l Concrete "In. 3,36 k I) 2.117' 4-10 2.112° 8 RISER 4.1N8° Urgrouled CMU, Jambs Ordy RISER 3-1PY D43 RISER (A C•9� 114 - Elco Cmle-Flex S84 1-14 • .:tit-�s:..•-'s :�.. GROUTAS 114° J ^1VDISTANCE ✓:. ?: NEEDED. SEE MAX. EfV,BE'.:.,. > '.�•.'. ,4NOTE 6. ;AN. Z7 Al SHEET CONCRETE 0 DI SILLPERANCHOR REQUIREMENT, TYP. ANCHOR TNT SEE TABLE I. AND EDGER SHEETS SUBSTRATE. SEE TABLE I, SHEET a DETAlL5 INTO MASONRY 2X WOOD SUCKSTRIP OR FRAMING, SEE NOTE 4. SHEET 1 , DETAILS INTO WOOD EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 DETAIL 4 INTO MASONRY 7YP. ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEETS 2-978° EDGE �ROW DISTANCE I SPACN? i qr— 11 11 n I, I, in MAX. TABLE 1. ANCHOR TYPES: DETAIL 4 TV. ANCHOR TYPE, EMBEDMENT AND INTO ALUMINUM EDGE DISTANCE PER SUBSTRATEA SEE TABL 18° MIN. 8963.76 ALUMINUM SUBSTRATE e 0 METAL SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PERSUBSTRATE, SEE TABLE 1, SHEET 6 1S GA STEELSTUD OR A30 Type 8ubefrate Anchor Minimum Mlri. Edge Embedment Pleama 012 Shad Metal Screw (06) 13/8 374 P.T. Southern Pure (SG o •� 114° Boo UlhaCon 1412' 1.314° A 114° Elco Crete -Flex 884 1412 1-312°14° AlumMum, 6063.73 min. 012 Sheet Melel Screw (G6) 0.125' 1 Steel Stud, Or. 33 mbr. 012 Sheet Metal Screw (GB) 18ga (0.04617 /2° ASS SIBeI 012 Sheal Male) Screw (G8) 16ga (0.0481' 112° B P.T. Southem Pine (SG -.w 012 Wood Saw (OS) 1318° 314' Concrete (min 2.7 kS0 14• Elco U1baCon 1318° 1° C Concrete "In. 3.36 ksQ 14° don Crete -Flex S64 13X4° 1° Ungrmdell CMU, Jambs Only Ile Elco UtraCon 1414 1° (AM 04M) 114° Elco Crele-Flex 884 1414 1314° Concrete (min. 2.7 ksl) 14 Elco UIIraCon 1316° 2-112° D Concrete "In. 3,36 k I) 14° Elea Cmts4lex 884 13/4 2.112° Urgrouled CMU, Jambs Ordy 14 Elm UltraCon 144 2.12° (A C•9� 114 - Elco Cmle-Flex S84 1-14 2 -IM NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION & SPACING, 3) SEE TABLES 2.4 FOR REINFORCEMENTREMIREME'NTS. 4) CONTINUOUS ANCHOR PLATE, REM 1118, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 6) PANEL WIDTH DOES NDT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. BE ` BOJ "G1og' FL . •' <G� ����UFFSSIO,SNP�`� A. LYNN MILLF�,IP.E K" 58705 r rLp tv:AT1 1070TiECHNDLOGYDRNE N. VENICE FL 94278 CERT: OFAUM #ae6 EDGE STRUCTURALSTEEL `I DISTANCE SUBSTRATE if H. 6 DETAIL 4 INTO STEEL METAL SUBSTRATE DETAILS SHOWN FOR HEAD (SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL. EXCEPT POCKET JAMB) naeoay. uw ITav7s6m J.J. 10/11/11 FBC 2010 rkmw I Date: I Re*br valva IfiV1" e te8xcl VERTICAL INSTALLATION DETAILS I ROSOWSKI SGD INSTALLATION GUIDELINES 111/18/10 570/2770/2870 I NTS 16 OF 13 I MD-SGD570-01 I A TABLE 2: 6) SEE SHEET 2 FOR APPLICABLE OLD PER PANEL SQE. 0oN� LYNN M/t(,����. �� h�.•' �1GENSg• '•F'i� :� �' • • * % TOTAL is OF ANCHORS CLUSTERED " * N0.58705 THROUGH THE HEAD & SI.LAT EACH PANEL MEETING POINT. (EX: FOR 03+1,3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL} /��,',*(Y " 10 '. i/J/ �4t :�U•. STATE OF ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN % T ''•. ..........LORIO•'``G� i�ss PRESSURE, USING THE ANCHOR ��� CONAL QUANTIES LISTED BELOW. SEE aHe°TE(T. CAP+Tne° TABLE 1, SHEET 6, FOR COMPLETE ANCHOR LIMITATIONS. P E.688708 4 < Series 67 2870 Anchor Quantiles and Design Pressures 1 CD AgRBPACE+9118° 119 0 �� Q Head & 8I3 03+1 Jit 6 24 P-ho0k a G7 mms 66&& GLASS+.M SGP wDesign w Presslae -�.0 J w FRAME HEIGHT (A n Q NOM. PANELS FRAME WIDTH 318 AYER+3J18'FB tr} WIDTH 0OFPANELS' tV LL THE MAXMM NEGATIVE DESIGN N -j z 0 0.D PRESSURE AT THESE H QUANTITIES. GLASS I - 8 -PANEL MAXIMUM CONFIGURATION LL• 4 -PANEL MAXIMUM CONFIGURATION THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANT TIES. ADDITIONALLY, 80 z P 84 THE MAXIMUM DP FOR THE SILL HEIGHT 96 106 120 Z NOM. TOTAL COF ANCHORS THROUGH THECDC P Im 10 Q m V O +>; rz .04 �+ ' PANEL 'WIDTH FRAME SNE I- 9 $ r r F- F + + 10 F t F � A F H '1 r F F 3�338C3+1 1 � d` dr I g d lH 41 g 11 41 4 d` Hesd & 6pl C3+1 C3+1 C3+1 a+ C3+1 (+1 C3+1 C3+1 Gi+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Jamb 6 5 6 6 6 6 5 8 8 6 8 8 8 8 a 6 8 6 24 Pock 8 8 8B888 8 9 9 0 10 10 f0 11 11 11 11 Design +80.0 +80.0 +80.0 +80.0 +80.0 +80,0 +80.0 +E0.0 +80.0 400C3+1 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +00,0 +60.0 +60.0 Preesure 410.0 -60.0 -80.0 40.0 80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -86.0 46.0 -88.0 -88.0 45.0 .88.0 .86.0 -86.0 Head&SIO C3+1 C3+1 C30 C3+1 03+1 C3+1 C3+1 D3+1 C5+1 03+1 C3+1 C3+1 C3+1 03+1 C6+1 C3+1 C3+1 C3+1 Jamb 6 8 a 6 6 a 5 5 8 6 B 8 8 8 a 8 8 8 30 P -hook 8 8 8 8 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 Design +80.0 -R0.0 +80.0 +KO +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +8D.0 +60.0 +60.0 +60.0 +60.0 +60.0 +80.0 +800 Pressure .80.0 I 40.0 40.0 80.0 -80.0 -80.0 -80.0 -80.0 .80.0 -80.0 -80.0 -80.0 .46.0 46.0 40.0 -MO -86.0 •86.0 -MO -86.0 Head & SAB C3+1 C3+1 C. 1 C3+1 C5+11 C3+1 C3+1 C3+1 C6+1 C8+1 C3+1 0+1 C5+1 C3+1 C3+1 C3+1 C6+1 C5+1 C6+1 C3+1 Jamb 6 6 6 6 8 6 6 a 6 5 6 6 6 6 6 6 8 6 6 6 36 P -hook 8 8 8 8 8 8 8 a 9 9 9 9 10 10 10 10 11 11 11 11 Design +80.0 +80.0 +Sao 1 +80.0 +80.0 +8D.g +Sag +80.0 +90.0 +60.0 +80.0 +60.0 +SIXO +SDLO +6D.o +60.0 +60.0 +60.0 +60.0 +60.0 Pressure 430.0 40.0 40.0 40.0 40.0 40.0 -80.0 40.0 -90.0 430.0 40.0 40.0 88.0 -85.0 46.0 -MO 45.0 45.0 -66.0 -66.0 Head & 861 C5+2 C3+2 C3+1 C3+1 C5+2 C6+2 C3+1 03+1 C5+2 C5+2 C5+1 03+1 C5+1 C6+1 C6+1 C3+1 05+1 C5+1 C5+1 C3+1 Jamb 5 0 8 5 6 6 6 6 8 6 7 5 6 6 6 6 6 6 7 6 42 P4=k 8 a 6 8 8 8 8 a 10 9 9 9 10 10 10 10 11 11 11 11 Design +80.0 +80.0 +60,0 +80.0 +80.0 +80.0 +80.0 +60.0 +80.0 +80.0 +BDA +600 +60.0 +80.0 +8ao +60.o +60.0 +60.0 +60.0 +80.0 Pressure -80.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 -80.0 45.0 46.0 49.0 48.0 45.0 80.0 46.0 40..0 Head & 8111 C5+2 C5+2 C3+2 C3+1 CIIIIIIIIIIIIIII'm6+2 C6+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+1 C3+1 C5+2 C6+2 05+1 C3+1 Jamb 6 0 7 6 8 6 7 5 7 6 8 6 6 6 7 6 7 8 8 6 48 P -hock 9 8 a 8 10 8 8 8 11 B 9 9 10 10 10 10 11 11 11 11 Design +80.0 +90.0 +80,0 +80.0 +BSO +goo +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +6D,0 +60.0 +80.0 +60.0 +60.0 +80.0 +80.0 Pressure 40,0 40.0 40.0 40.0 -no 40.0 40.0 430.0 40.0 40.0 40.0 40.0 86.0 40.0 40.0 68.0 48.0 46A 86.0 88.0 Heed &SAI C6+2 C6+2 C3+2 C3+2 C0+2 C6+2 R6+2 C3+2 C5+2 C5+2 C8+2 C3+2 8 8 7 6 8 8 8 6 7 8 8 6 TABLE A OJamb P -hook 10 8 B a 11 8 8 8 12 9 9 9 Water-Llmhed (+) Design Pressure THE Design +80.0 +80.0 +80.0 +80.0 +800 +80.0 +80.0 +80.0 +80.0 +80.0 Pressure -80.0 40.0 40.0 400 -80.0 -80.0 40.0 -no 40.0 40.0 Nominal SAI Actual 618 B msigh Max. (+) DP VALUE OF Head &SAI C5+2 C5+2 C5+2 C5+2 C6+2 C3+2 C8+2 C5+2 C5+2 C3+2 Height 1.888° Alioxad See Tables 2-4 TABLE A �1-11118° TABLE 2 Jemb 6 6 8 tC5+2 6 8 6 7 7 10 6 91/2° 3484, +80 0 pal DETERMINES 60 P -hook 10 8 8 a 8 8 11 9 10 10 THE �slgn +87.0 +80.0 +80.080.0 +80.0 +60.0 +87.0 +80.0 +80.0 +B0.0 41118° 4.03T +80.0 pst WATER Pressure 47.0 400 40.040.0 -80.0 40.0 -37.0 40.0 40.0 48.0 4d>18° 4.814°+100.0peLO nTED (+ OP. 1)DETAILSAPPLY TO2,3AND 4TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FORANCHOR LOCATION & SPACING. 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM 60,19 REQUIRED ATALL FF Reinforcements Required, (See Parts enShoot 10)Glass Interlock Look/fted SUIe Astragal Astragal Addon TopSottom Rd I Plate (PwW 24,25) Type Pm O 20 PwW 28 Pa110 28 PWW 30 Parts 28 1 Required for Heights mer 98° I A 6) SEE SHEET 2 FOR APPLICABLE OLD PER PANEL SQE. DOOR ASSEMBLIES INSTALLED 0oN� LYNN M/t(,����. �� h�.•' �1GENSg• '•F'i� :� �' • • * % TOTAL is OF ANCHORS CLUSTERED " * N0.58705 THROUGH THE HEAD & SI.LAT EACH PANEL MEETING POINT. (EX: FOR 03+1,3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL} /��,',*(Y " 10 '. i/J/ �4t :�U•. STATE OF ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN % T ''•. ..........LORIO•'``G� i�ss PRESSURE, USING THE ANCHOR ��� CONAL QUANTIES LISTED BELOW. SEE A. LYPW I I ,P.E. TABLE 1, SHEET 6, FOR COMPLETE ANCHOR LIMITATIONS. P E.688708 4 < OH RATIO a OH LENGTHIOH HEIGHT g TABLE KEY: NOM. PANEL FRAMEWWH A 1 CD SME MII 0 �� Q Head & 8I3 03+1 Jit 6 24 P-ho0k a G7 mms 66&& wDesign w Presslae -�.0 J w Q NOM. PANELS FRAME WIDTH tr} WIDTH 0OFPANELS' tV LL THE MAXMM NEGATIVE DESIGN N -j z 0 0.D PRESSURE AT THESE H QUANTITIES. " I - LL• THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANT TIES. ADDITIONALLY, z P THE MAXIMUM DP FOR THE SILL HEIGHT )--• MUST ALSO BE CONSIDERED, SEE Z TABLE A, THIS SHEET. TOTAL COF ANCHORS THROUGH THECDC P -HOOK TOTAL 0 OF ANCHORS THROUGH THE JAMB rz .04 �+ ' 110 M C DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) RATIO IS EQUAL TO OR MORE THAN 1 18 EXEMPTED FROM WATER INFILTRATION. THE OVERHANG RATIO SHALL BE CALCULATED BY xg 4' THE FOLLOWING EQUATION: 4 1 OH RATIO a OH LENGTHIOH HEIGHT x 1 PYQDOCracvm" 1M.380 Iaae piadoL a , •t,.4hvy.�a WE ANCHOR LOCATIONS. )D -ON. TABLE 3: 3f1WT8n CAP+Ins• Series 2870 Anchor Quantities and Design Pressures APSFACE-SKVHS GLASS -.010 SM FRAME HEIGHT IN r118anins• Is CLASS 8 -PANEL MAIOMUM CONFIGURATION mos eo 84 as NOM. PANEL WIDTH Im FRAME 10 14 10 14 10 10 SIDE g g 1111 Max. (+) DP Apowad Head &801 -65;71 p41 C3+1 C30 C8+1 C3+1 CS+1 pM ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Jamb 6 6 8 6 8 8 8 8 8 B 8 8 24 P•hook 8 8 6 8 8 8 6 8 B 9 i 9 9 Q Design +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 Pressure •100.0 400.0 400.0 -100.0 400.0 -100.01-lama -100.0 •100.0 •100.0 -100.0 -100.0 SHEET FOCOMPLETE ANCHOR LIMITATIONS. Head & 910 CS+I CS+1 p+1 C3+1 CS+I 0341 C3+1 C3+1 06+1 C6+1 C0+1 CSTJwnb 0.o fGG$$3ff 8 6 8 8 6 6 6 8 6 6 8 6 30 P4100tt 8 0 8 a 8 8 8 8 9 a 9 a TOTAL 0 OF ANCHORS CLUSTERED THROUGH THE HEM & SILL AT EACH Design +100.0 +1040 +1040 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +lama Presaws •100.0 •1040 4040 -100.0 .100.0 .100.0 400.0 -100.0 400.0 -100.0 -155.0 4040 C3+1 Head & 9@ 08+2 C8+1 Ca+I CS+1 C8+2 121+1 CS+1 C3+1 C6+2 CS+1 CS+I C2+1 1 03+1 Jamb 6 6 6 8 6 8 6 6 0 6 7 a 38 P-1100 9 6 6 8 a 8 0 9 10 9 9 a p+1 Design +100.0 +100.0 +lama +100.0 +100.0 +1040 +10..0 +100.0 +100.0 +1040 +100.0 +1040 Preserve -10..0 -1040 400.0 •10..0 -1040 4040 400.0 -100.0 •100.0 •100.0 4=0 -100A •fib Head & 801 C8+2 CS+2 C6+2 CS+1 06+2 C6+2 C6+2 C8+1 C6+2 C6+2 08+2 03+1 TOTAL 9 OF ANCHORS THROUGH THE JAMB. Jamb 6 6 7 8 8 6 76 7 6 8 0 42 P410Ok 10 8 8 B 10 a 8 8 11 9 9 8 Design Design +100.0 +100.0 +1040 +100.01+100.01 +100.0 +100.0 +100.0 +9&0 +100.0 +100.0 +100.0 Presswe 40&0 400.0 •100.0 -100.0 -10..0 -100.0 400,0 •100.0 48.0 -100.0 -100.0 402.0 24 Head & ST 26+2 CS+2 C8+2 C3+2 C8+2 C0+2 C6+2 pp +2 C8+2 C8+2 C6+2 +2 d00.o Jamb 7 8 8 B 7 0 8 8 7 7 10 8 48 P4wok 11 6 8 8 1 12 1 8 8 8 12 9 1 10 10 THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE Design +10..0 +10..0 +100.0 +10..0 +10..0 +100.0 +100.0 +100.0 +87.0 +10..0 +1040 +100.0 Pressure -100.0 -100.0 •100,0 -100.0 1 -100.0 1 400.0'.-1M -1040 -67.0 -100.0 400.0 •100.0 0 9 TABLE A, THIS SHEET. PAWL= FRAME WIDTH Reinforce meits, Required, (See Parts on Sheat 10) 1Glass Type, Design Interlock LocklFixed Odle Astregel Astragal Addon ToplBottom Rab (age Sheet 1) Pa#29 PaO26 Pad023 ParWM Pet028 A TABLE KEY: Nomfrid Bpi Height Series 870 2770 Anchor QuenNes and Design Pressures FRAME HEIGHT(IN) &PANEL MAMMUM CONFIGURATION so CSO a6 Max. (+) DP Apowad NOM. PANEL WIDTH ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN a m PRESSURE,R USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE 1, Q w° I88ii SHEET FOCOMPLETE ANCHOR LIMITATIONS. NOM. 0.o fGG$$3ff 4.814" PANEL FRAME WNTH SME A TOTAL 0 OF ANCHORS CLUSTERED THROUGH THE HEM & SILL AT EACH 1 +1 C3+1 PANEL MEETING POINT. (EX: FOR 03+1, 3 ANCHORS REQUIRED AT PANEL 1 03+1 C3+1 CS+1 MEETING POINT AND 1 ANCHOR REQUIRED AT MID8PAN OF PANEL). Head p+1 6 •fib 8 TOTAL 9 OF ANCHORS THROUGH THE JAMB. 24 Pdwok B TOTAL 0 OF ANCHORS THROUGH THE P -HOOK. Design +100.0 24 Pressure d00.o THE MAXIMUM POSITIVE OP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, 8 8 8 THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE NOM. 0 9 TABLE A, THIS SHEET. PAWL= FRAME WIDTH Design WIDTH BOF PANNELSELS +00.0 THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. TABLE 4: ana TEXT CAP+7ne ARBPAfE+3ne'HS mABB +.O�OBP/8 NIBaA8°AN MASS MASS Nomfrid Bpi Height Series 870 2770 Anchor QuenNes and Design Pressures FRAME HEIGHT(IN) &PANEL MAMMUM CONFIGURATION so CSO a6 Max. (+) DP Apowad NOM. PANEL WIDTH FRAME BIDEI�911�}�1 a m O GG)1 Q w° I88ii m 41 41m . 88�� A 11111�� 0.o fGG$$3ff 4.814" Head & 801 CW M1 1 +1 C3+1 03+1 1 C3+1 1 03+1 C3+1 CS+1 C3+1 C3+1 Jamb 6 8 6 6 8 6 6 a 8 8 O B 24 P4wok 8 8 8 8 8 8 8 8 0 9 9 0 Design +80.0 +80.0 +60.0 +6MO +80.0 +80.0 480.0 +00.0 +80.0 +60.0 +6D.0 +60.0 Ptessurs .80.0 -80.0 -88.0 49LO -80.0 40.0 -80.0 -K0 -W.0 -MO -W.0 _ec New & 810 p+1 CS+1 C3+1 CS+1 C3+1 CS+1 C3+1 p+1 p+1 C9+1 CS+1 CS+1 Jamb 8 6 a 8 6 6 6 8 8 8 8 S 30 P-1101* 8 8 8 8 8 8 8 8 9 9 0 0 Design Pressure, +80.0 +$me +60.0 +840 +00.0 +80.0 +00.0 +60.0 +00,0 1 +0.,0 +60.0 +60.0 .00,0 40.0 480.0 -80.0 40.0 -60.0 -60.0 -80.0 -0..0 -0..0 40,0 -89.0 Hest &011 03" CS+1 03+1 CS+l p+1 C3+1 C3+1 p+1 03+1 p+1 C3+1 03+1 Jamb 6 a B B 8 6 8 8 6 8 6 8 se -iwoir 8 0 0 a 8 a 0 0 9 9 9 0 On" Pressure +0..0 +60.0 +0.,0 +640 +80.0 +80.0 +60.0 +80.0 +80.0 +640 4840 +60.0 40.0 40.0 440 -me 440 40.0 40.0 40.0 40.0 440 40.0 40.0 Heed & 801 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 03+1 06+1 CS+1 03+1 CS+1 Jamb e 8 8 8 8 6 6 6 6 8 6 6 42 P -hook 0 8 8 a 8 8 8 8 0 a 0 0 Design +me +80.0 +0.,0 +80.0 +840 +80.0 +80.0 +0..0 +$&a +840 +80.0 +0..0 Pressure 440 -80.0 -80.0 -80,0 -60.0 1 40.0 1 40.0 1 440 440 4D.0 440 440 Needs 810 CS+2 03+1 C8+1 C3M CS+2 C8+1 p+1 p+1 C6+2 C3+1 C3+I C3+1 Jamb 6 8 6 8 8 6 AHP 8 8 8 8 6 40. P4p)& 8 a 8 6 8 8 6 8 0 9 0 8 Design Praewe +80.0 +80.0 +00.0 +00,0 4640 480.0 40..0 +00.0 +80.0 +a0.* +60.0 +60.0 40.0. 40.0 440 -00.0 40.0 440 40.0 40.0 440 48.0 440 40.0 Ralydoraemems Required, (See Paris on Sheet 10) GUMTM, Inled00k I LaOWWrEd SM A888g91 A968ge1 Addon TapBodom ReA we Sheat 11 Manifardl Parts 28 1 ParW 26 PeOM Peds 30 PRO 2B 1 B Missanal-Opilonj Pana 28 1 ftW27 Partes 27 PmW20 PwW27 13C TABLE A: Water•Limhed (4) Design Pressure Nomfrid Bpi Height Actual Sip Height Max. (+) DP Apowad 1-1111W 1.888" Oft Tables 24 3.1/2' SAW +60.0 per 4-1116' 4.037" +80.0 psf 4 8l8" 4.814" +100 3 par THE LESSER VALUE OF TABLE A AND TABLES 3 OR 4 DETERMINES THE WATER LIMITED (+) DP. 1) DETAILS APPLY T02, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2-4 FORANCHOR LOCATION & SPACING. 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM 08, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 8) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD•ON, 8) SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) RATIO IS EQUAL TO OR MORE THAN 1 IS EXEMPTED FROM WATER INFILTRATION. THE OVERHANG RATIO SHALL BE CALCULATED BY THE FOLLOWING EQUATION: ON RATIO - OH LENOTHIOH HEIGHT 144e iii '30' 4YNN . lA `�' AU'• STAB' A. LYNN LER, P.E. P.E.#08708 r r O� z RQ V M N j LL N.1 w 0 L LL LI.I 1 � ]z ( ZO I-,. C' twoucr88V18FD • wrkr� wIM 111141-11110"Cads f� `2I�i% 1st .L .- Dade' n-il-lfl_1 _T 1.61 rr O 2 TRACK HEAD/JAMB RIGID PVC r�� [ T 1.81r ❑ ❑ .100° II O 3 TRACK HEAD/JAMB RIGID PVC SAW LAI 'W I ki=ll O2 TRACK SILL RIGID PVC ago^ miz 0 p .1aapgl 8 _Td�®�� ®Q _j 3 TRACK 30.L ® 4 TRACK RIGID CVC EADJJAMB © 4 TRACK SILL RIGID PVC .640• 9 v -11- .980° �p 1-i f- .88a j .840' _F r-4- AW .12F .301• -fow ,n��MERSCREW �`JJ O ANCHOR PLATE 6083'T8 ALUM. TRACK INSERT O 6083-T8 ALUM. 0 KEEPER 6063-T8 ALUM. RIGID PVC 8083.78 ALUM. lA3W Ti 1.913* 1- .082• � gyp. OUTER SILL SILL TRACK ® COVER 13 COVER RIGID PVC RIGID PVC •-� 1.487 1.438" i� .moo°--�=-pp2• .os8° ® BOX SSCREEN SILL ©OOUTER SCREEN ACK 6083-T8 ALUM. 6063 -TB ALUM. r-- tow AWN F--a- - Aw 11 BOTTOM RAIL SUPPORT 6063•T6 ALUM. 1.48r 1 b9az° i @ BOX SCREEN HEAD v AND JAMB ADD-ON RIGID PVC T --� .782° �- 2.080• +{ 1.889' 4.041` 2.88r 3.4�' �. 4.99a oee• 080 ttm° -4 SILL RISER SILL RISER P -HOOK ADAPT 8083 T8 ALUM. 18 6063-T8 ALU 19 6083T6 ALUM. 8083-78 ALUM. OR © SOMT6 0 8083-T8 ALUM. 210• �1• 28Y IL''?g1` -ISI 1.000• x-- 173° - .128 J ®RIGID BEVELED BEAD @ RIGID PVC OGEESEAD ® R G/16 PVC OGEEBEAD ® P -HOOK REINFORCEMENT TE 8083-T6 ALUM. F+- 3.40a •-►� 1.87a1.430• 188b' r-- 1.888` I-+-- REINFORCEMENT I I rl4t4V •125. COVER .tta � app° 2.78a2.89;1, RIGID PVC 2°II I I 1 -4- - .128 .12a F+ 2.Wr �I -�I1� ABY 12a © REINFORCEMENT ® AND,STI EBOTTOM ©TAND STILE � REINFORCEMENT ®REINFORCEMENT 6005 -TS ALUM. REINFORCEMENT REINFORCEMENT 6006-T6 ALUM, 6W6•T5ALUM. 6006•T6 ALUM. COMPOSITE 2.811' - 421"1' AV U 3.48 437a •1�° 2.710'2141' .128• 2.11a �^I 1.878 1•+-- ®ASTRAREI FN ORCEMENT ADD-ON 0 PLATE REINFORCEMENT ® ADAPTER NTERLOCK ASTRARIGID GAL ADD-ON Q PANEL STILE, TOP AND BOTTOM RAIL W05 -T5 ALUM. 6083-T8 ALUM. RIGID PVC RIGID PVC T.878�--�9.020'I+-- . 7l� 08Y r 1.827°N_ L •°� 1 L TOP RAILBOX Q BOX CREEN OM RAIL ® SIIDEOX SCREEN 6063 -TB ALUM, 6083-T8 ALUM. 8083-T8 ALUM. 1.081° na 1 1.087• g. 1 7/q F ,�6• STD. SCREENFIXED ASTRAGAL 4w tee° STD. SCREEN 10 ttt STD. SCREEN TOPISC I T. RAIL SIDE RAIL 6063 -TO ALUM. 8083.78 ALUM. 11.949• t` ow .089• .078 1 S08' .oea t 1.689° f~ F ,�6• STD. SCREENFIXED ASTRAGAL PANEL CLIP 80 8083-T8 ALUM. BOX SCREEN ® BOX SCREEN ® ASTRAGAL OXO ADAPTER ADAPTER 6063-T8 ALUM, 6083-T6 ALUM. ,QB4• ,soz° o4s° .078 F ,�6• STD. SCREENFIXED ASTRAGAL PANEL CLIP 80 8083-T8 ALUM. ADAPTER 8083-T8 ALUM. Rododgr:I Oft Raw= 10707ECF MODYMM At VEN101 y FL 94270 P.O. BOX 1m 220 A0. FL 8W4 0827: OFAU72t. MM J.J. 1 10/11/11 Mi46}DDCf PI vwo %2 40 Ne PNS L� cam sr. PART DETAILS I ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 111/18/10 1 570/2770/2870 1 NTS I 10 OF 13 1 MD-SGD570-01 ���` ��(NN M/uF .`� O�GENSE No, 581060 it ,c •.. IO��I��t{�t'�� ; A ell LYffd �Elu.tei,,P.E. P.F�706 o T ai a r �o W Z O O to C9 O T z r O g a z T .T. '1' Z p T F t� Q� LL C, O c m5 nrorEs 1) SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. wtr� A«+� t1• - I .I 1ti Pert # PGT. # Descrlptlon 1 618007 2 Track Head/Jemb 2 818002 2-Track SIII 3 818026 3-Track Head/Jamb 4 818028 3-Track StlI b 819027 4-hack Head/Jamb 8 819028 4-Track 3111 7 818009 Freme Screw Cover 8 819037 Anchor Plate 9 818007 Treck Insert 10 818028M Aluminum Keeper 11 818038 Bottom Reil Suppor10 t 12 818008 Outer Sitl Cover 13 819011 SIII Track Cour 14 818038 Box Screen Stll Add-on 15 818012 Outer Screen Tmck (Standard Screen) 18 818038 Box Screen Head and Jamb Add•on 17 818022A 801 Riser-(DP80) 18 819023A SIII Riser-(DP80) 18 819024A SIO fuser - (DP100) 20 818032 P-Hook Adapter 21 819020 P-Hook .:t4 819014 Reintorcemerd Cower x 26 818030 Relntbrcement Plate ' 28 818017M Top, Bottom end 8tlle Reinf. (Alum) :27 19048 Top, Bottom end Stile Relnf. (Comp.) � 818018M Interlock .300 Relnforeemerd 28 818013M Interlock .400 Reinforcrenerd 30 818018M Astragal Relrlfonrement 31 819035 RefMorcemerrt Piste 3b 819006 Nterlock Adaptor 38 818008 Astragal Add.orr 37 819004 Panel Stlla, Top/Bottom I2a11 40 718609 .187 x .280 Flrreeal (StOe) 41 71886K 1-112" x 1" x 314° Fin Seel Dust Plug 42 418041 ktterlock Clip Cover 43 78163X TarMem S.S. RogerAssy. 44 781b3N Tandem Nylon RollerAsay. 45 818043 P-hook ReiMorcement Plate 48 710X12tr'FPSDX #10 x 1-1/4" Fl PH SMS Part # PGT. # Descrlptbn 60 418042 Frame Header Block 61 48062 Roller Ad). Hole Plug 52 41736 SGD Panel Come-along 63 41736 SGD Farrel Coma-along Cover 6b 71886 Dust Plug 88 44386 4 Hole Bumper atop b8 819037M Fixed Panel CAp 68 718980 SIII Plug 81 7t)X38PPTX #8x3/8° Ph. Pn.'(EK Screw 82 7tUCi4PPSDAX #8x3/4° FL Ph. TEK - S.S, 83 781PSTX #8 x 1°Quad - S.S.. 84 7B1PQX #8 x 1° Pn Quad - 5.8. 86 78X114PHPT410X #8 x 1-1/4° Ph. Pn.1EK � 710X1 PPSDAXrC #10 x 1" Ph. Pn. TEK - 5.3. 87 710X116PPX #10 x 1-1/2° Ph. Pn Keeper Screws 88 710X2PPX #10x2" Ph. FI S.S. ScrU. e Pert # PG7 # Descrlption Box Screen 8t1 812268 Screen Top Rafl 81 892267 Screen Bottom ILII 82 812268 Screen Side �fI - lockstile 83 84344 Screen Astragal 84 817348 OXO 3cremr Aatregai Adapter 85 84428 Screen Double krterlock 98 817347A Screen Bug Flag 97 41818K Screen Keeper Spacer Set 98 720X1X 9/4 ZO x 1" S.S. 88 720X112X 9/420 x 1-1/2" S.S. 100 717836 Wsip, .27� x .1b0" - Fin Seal 101 7SRAZ Standard Roller 102 73RAX Standard Roller - B.S. 103 7LOCKWG3 Screen Lockset 104 41818K w 89 710Xi12PPDAX #10 x 2-112° Pn Ph. Tek S.S. 70 712X112PP #92 x 1-112° Ph. Pn. A 71 812033 GE 7700 Sigcone 72 812028A Dow Coming 896 Silicone 73 71728K NeOprerre Batting Block 1°x4"x1/18° 74 817383 Metal Spacer - 8132° ' 76 84853K Urethane IG Seater 78 817368 Sigcoae-Poem Super Spacer - 7/18° 77 8FP85K Hot -malt Butyl 78 818010 1-1/18° Beveled Beed 79 819016 1-1/18° Ogg Bead 80 818018 1-3/18° Ogee Bead 82 82138 Ogee Vinyl MuMln 83 83608 Insulated Glass Murdln -Horizontal 84 4CONN LG.Intersectton 86 7b68K I.G. Grldlock Cqp - 7/18° � 7680K LG. Gridlock Cqp - 6!18° Pert # PG7 # Descrlption Box Screen 8t1 812268 Screen Top Rafl 81 892267 Screen Bottom ILII 82 812268 Screen Side �fI - lockstile 83 84344 Screen Astragal 84 817348 OXO 3cremr Aatregai Adapter 85 84428 Screen Double krterlock 98 817347A Screen Bug Flag 97 41818K Screen Keeper Spacer Set 98 720X1X 9/4 ZO x 1" S.S. 88 720X112X 9/420 x 1-1/2" S.S. 100 717836 Wsip, .27� x .1b0" - Fin Seal 101 7SRAZ Standard Roller 102 73RAX Standard Roller - B.S. 103 7LOCKWG3 Screen Lockset 104 41818K Screen Lock Keeper Spacers 905 7SDKEEP Screen Lock Keeper Standard Screen 190 812033 Screen Frame - ToplBottom Ralf 111 812028A Screen Frame -Side Reil h 112 812033 Screen Frame - Side X11 113 817383 OXO Screw Astragal Adapter 114 84853K Vinyl Astragal 196 817368 Screen Stll Adapter 118 8FP85K Bug Flap 117 7R42DK Rhet 119 74X1PA #4 x 1" Ph. Pn. SMS 118 78X112PSATS #8 x 1-1/2" Ph. Pru SMSA Z 120 41703N Screw Boss Bush 121 712027 Comer Key Wheel Aasy. ( �� 7120276S ComarKeyWheelAss. S.S.w/bearing 923 41806K Screen Handle 124 41808 Sarin Handle Slide 126 704!86 Screen latch Assy. 928 7SNKPN Screen Keeper '127 81883K Serrated Screen Spline - .146° 928 81892K ScreenSpOne-.186" 128 81884K ScreenSpgrre-.150" 130 81818020 Screen Cloth TYPE STANDARD REVERSE ZP2T� A M M A )C, 2P2T D M K 3P3T XO A OX 3P2TP a D K T R 2P2T M oxo a oxo 3P2TN D K A NOT AVAILABLE 8P3T XXX 8P4T 3P3T D B A M Dg F R L3=K BD .A M.w. apXOf b..w.�S.v�U XXO(O w0 3P3T r-ite P K A XXO w.w�.vC XXOC 4P2T P Ip�L D NOTAVAUABLE oxxoR 4P2T L D M a xxXa NoravaLABLE D B K F 4P4T B JA J Id J F L M A f:n M DB OS BD 8D A XXXX )000( 0 - K F 4P4T P L!2:1 F R M A U U a )DOW0)m-..-. 5P3T L D R F P L D R B P Mom SCREEN NO DxXXD SCREEN 5P3T L O F A M L g M g A )0000( SCREEN )0)00( SCREEN TYPE LEFT HAND POCKETS LEFT HAND POCKETS 1P2T M X X 2P2T A 3P3T xx B B A XXX xx L F F M XXX 4P4T B B B A XX)(X F F F M J000( 2P2T c. M XX 4P2T ,BF. C M XXXOf 8P3T B g F F c M X0000a 8P4T B R B F B F C M XX)o0000( 10, INTERIOR EXTERIOR IG NOTES 1) MAXIMUM OF (8) EIGHT PANELS UP TO B8° FRAME HEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER B8° AND UP TO 120°. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCKETS IF APPLICABLE) IS LIMITED TO 487-11/18°. �VNN .. (44 ,i,�� st e • 1070TECHNOLOGYDRNE '/p�i� FLOR��P'• �Z ` AL VMC$ FL 34M // �•• .•'� PA. RfLY 4A7A CENT. OFAUM MINIS 10 TYPE L D F g 8P3T R P O)OOOKX 30 O L D F B BP3T M A_ 8P4T :20=06060- aft RRNLUCI"RIRYIS80 ro es�plyirjwMl � Pir1A 8,. DafB Revlatwa sgrna„�, �� J.J. 10/11/11 FBC 2010 CODE���� owar. 1 Dat& 1 mvwml SAMPLE CONFIGS AND PANEL NAMES I J ROSOWSKI Tft VINYL SGD INSTALLATION GUIDELINES 11/18/10 Smtea/Ma4ek3aa1a: mead: Na Rev: 570/2770/2870 NTS 1 12 OF 13 1 MD-SGD570-01 I A P SINGLE FIXED �a� �Ng�ag * INTERLOCK INTERIOR LOCKSTILE R FIXED SINGLE EXTERIORSe LOCKSTILE ASTRAGAL INTERLOCK T ASTRAGAL FIXED (BOX OUT) OUT �/3SION���� A LYf1911I.Lt�Ft, P.E. LOCKSTILE T ASTRAGAL o o e ma FIXED (BOX IN) IN DS LOCKSTILE S FIXED INTERLOCK ASTRAGAL (BOX OUT) LOCKSTILE OUT S FIXED ASTRAGAL (BOX IN) LOCKSTILE IN L SINGLE ASTRAGAL (BOX OUT) INTERLOCK OUT LR ASTRAGAL SINGLE (BOX OUT) OUT INTERLOCK N ASTRAGAL SINGLE (BOX IN) IN INTERLOCK c SINGLE ASTRAGAL (BOX IN) INTERLOCK IN B SINGLE �� SINGLE (BOX IN) INTERLOCK INTERLOCK M LOCKSTILE SINGLE INTERLOCK F SINGLE SINGLE �a� �Ng�ag * INTERLOCK INTERIOR INTERLOCK H SINGLE SINGLE EXTERIORSe INTERLOCK ASTRAGAL INTERLOCK K SINGLE LOCKSTILE Po.s0x1623 INTERLOCK �/3SION���� A LYf1911I.Lt�Ft, P.E. NOWW$FL8,W4 U ASTRAGAL o o e ma U ASTRAGAL wvwvCl OUT DS LOCKSTILE (BOX OUT) INTERLOCK INTERLOCK U ASTRAGAL IN LOCKSTILE (BOX IN) A SINGLE LOCKSTILE INTERLOCK D LOCKSTILE SINGLE INTERLOCK J ASTRAGAL LOCKSTILE (BOX OUT) I OUT J ASTRAGAL LOCKSTILE (BOX IN) IN C 4,IN�y a,)��ER ���•, ,• 4 �a� �Ng�ag * ASTRAGAL INTERIOR LOCKSTILE DOUBLE INTERLOCK EXTERIORSe ASTRAGAL SD ' �A '•� 9th' �OQ%''��` i�'pO'•.,, FLO,• lomT60tINOLOGYORN& lkVa=a36276 �. F P�' �• Po.s0x1623 A �/3SION���� A LYf1911I.Lt�Ft, P.E. NOWW$FL8,W4 OERT. OFAL m wom INTERLOCK o o e ma C DOUBLE INTERLOCK �'`^^^"�� ASTRAGAL M LOCKSTILE DOUBLE INTERLOCK J LOCKSTILE ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK A DOUBLE INTERLOCK LOCKSTILE U ASTRAGAL wvwvCl LOCKSTILE DS DOUBLE SINGLE INTERLOCK INTERLOCK NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. S) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS, 4) CONTINUOUS ANCHOR PLATE, ITEM 98, fS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. J.J. 1 10/11/11 2010 CODE PANEL TYPES J ROSOWSKI Tffix VINYL SGD INSTALLATION GUIDELINES 11/18/10 5770 2770/2870 NTS 13 OF 13 1 MD SGD570-01 I A