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WS-13-2677Permit Number: WS -11 -13 -2677 J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206708 Inspection Date: May 22, 2014 Inspector: Rodriguez, Jorge Owner: LEANDER, CLIFFORD Job Address: 525 NE 90 Street Miami Shores, FL Project <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060400030 Building Department Comments INSTALL 22 WINDOWS AND 1 SLIDING GLASS DOOR lnfractlo Passed Comments INSPECTOR COMMENTS False Passed - Inspector Comments CREATED AS REINSPECTION FOR INSP- 203658. MUST PASS ATTACHMENT 14 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 22, 2014 For Inspections please call: (305)762 -4949 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING RECEIVED NOV. 2 5 2013 FBC 20 tO Permit No. Master Permit No.0 S) 3 - L �" ROOFING JOB ADDRESS: 6 `‘ 5. Y ' g • fa .S7t City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 0— L /FFaR.n I awl /3 Phone #: 3 ©.5 5 (C "' 3° Address: 5 s /i/ c! d St City: /i7/8/7// �S(GO,� C� State: ft- Zip: 3&/-i r Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: SOhltA.4. '(,U (\ (' .(. Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ / f L1a_' Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration ONew )(Repair/Replace ODemolition Description of Work: 1457 /9-. C J._ M 19- T' U'J ith*cT ' ' /11/ ®e, C-0 e i epGA--) ' ∎" 1.20 JS 1 'Dk n9 Color thru tile: ******** * * * * * * * * * * * *** * * *** * * * * ** ** * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ JE / - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 217 - Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of N O.' , 20 f J by ,)1 442/14- C/A.N )'-Z , day of , 20 _, by , who is personally known to me or who has produced C.-C-40 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC Sign: Print: „„,„,,,„ iop 4 `S` ' ,`.... b ®j ,,' .ry'� :,-..., , ,T,..T.: --I -:--- c. o ; EW : O -'G c” My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012XRevised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: c 4.,/"-R712 10 mite i ,1 L ai Ij DATE: ADDRESS: 52 s A • JO -57 47/.4./1/ J' -5140 ect, FL a.3 8 i! Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exernption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your ' supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial --7"`"1---- I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial - I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial '�'v 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any Injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial edn'l/ 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial -97't— 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.myfloridalicense.com/dbortro/cilb/index.htrn1 Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 5-a 5 �fl , q® sy alrxiei sea. t- Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of N`N , 20 By L �� f �,l f -- who was personally known to me or who has f Produced there License or '3 7z,� A / OW ER r Helv-i 6 L eztr\cl 5Z5 9D*6.1-- Mibrni osrS 1=1. 33158 PER IT #: 11111manzie Miami Shores Villa e APPROVED ZONING DEPT BLDG DEPT " DATE )1.40uwil SUBJECT TO COMPLIANCE vvral ALL FEDERAL' :7:77: STATE ANO CCUNN RULES AND REGULATIONS %g t (3) <11 4(1 CITY COPY fJbopJ 5 E,c109 [.-- © bt'Ji& l 6bF1 51t x 37 FL t r-1 5-2 K 34 PL 5Es Li viN Food 5fIcii/gyp6 bob Pi- I 1 10 `3 r 0 ° 7g- .'L)( 3 7 543* 13 A1-4A- z5-70f.. 37 fl 5-4E523 -R..5 706/ 73.37 58z-3 lo el IC; 14 7 3, ,. 37 5SZ3 7& 3 x 3 7 VL 44,4.3 7op 7R. 36)c 3 b ti_ PL r3N-t-I-k 3 CL 582. --- _ 13 1).-__K 7 K‘i T-6 F6 ;0 �I x -3 7 L... 5623 R5 1) X 3 .7 F(_s8 -3 RAMMS ENGINEERING, INC. Kd =.85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA' BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 . Height (Maxi m) ffective Wind Area (or, Tributary Area Effective Wind Area (or, Tributary Area) _ in Square Feet /10 j 30 20 50 30 40 -1.05 50 60 1.00 -0.96 0.95 _-43.8 7 0.92 0.89 -40.2 0.88 0.86 20 - 46.4 -44.4 38.5 - 42.5 37.5 36.7 25 36.1 35.7 20 42.7 c,, 40.8 ' 39.7 38.9 - 47.2 38.3 37.8 25 44.6 -53.6 42.6 -50.1 41.5 40.6 • 40.0 39.4 30 46.5 -51.5 44.4 -50.1 43.2 42.3 -55.8 41.7 41.1 40 49.4 47.2 45.9. • 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 • 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) ffective Wind Area (or, Tributary Area in Square Feet f 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -J _-43.8 7 - 42.0 -40.9 -40.2 -39.6 -39.1 20 - 46.4 -44.4 - 43.3 - 42.5 - 41.9 -41.4 25 - 48.4 -46.4 - 45.2 -44.4 - 43.8 -43.2 30 -50.5 - 48.4 - 47.2 - 46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 - 49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 = Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 . -1.13 15 -54.1 -50.4 -48.3 . -46.8 . -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 - 48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 . -58.1 -55.7 -53.9 -52.6 - 51.5;.,; 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54� 50 -69.3 -64.7 -61.9 -60.0 -58.5 60 -71.9 -67.0 -64.2 -62.2 -60.6 Length of End Zone (a): 10% of least horizontal dimension or .4 ,, whicheve fi sM ler, but not less than 4% of least horizontal dimension or 3 ft. (h = m an roof hei• ht in feet). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TA N FOR FLAT ROOFS. Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 157B December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 74" x 54" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL -210- 3671 -1, -1A, -2 and -2A, and NCTL -210- 3433 -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -157B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 74" x 54" unit size, with max. glass daylight sizes as shown in CWS -157B • Achieves design pressures of +/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -157B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11 -0624.01 • Requires outer lite in 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, 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. o1i41lI/j 0°P.149, REW �� "i, No 58201 tom?* • Lucas A. Turner, P.E. 2011-12-07 12:57-05:00 12/7/11 Lucas A. Turner, P.E. FL PE #58201 a 'sus suet satuauattg t„vuc anuaaaa Fl da PePartrnen t'' Busines ( J Professi &na Regulation malmimmi SOS Home Logan exFti��; 3f 2 tutpf/wwwiioridabuildingorg/Pr1 app _dtl pX?para>n wGEVXQwtD Userhepkt2don HOUSES rube* Surcharge State &facts Pubicattons FSC Staff aCLS Ste Rap Product Approval USER: Pub& User ?Mend Meroval Meng >Pmt er Ssir.t e5___ -.> Assisessalfs >ApplkatlanDeal FL# Application Type Code Version Application Status Cone ants Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated FL11103 -R1 Revision 2010 Approved Custom Window Systems Inc 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlatevre@cws.cc Michael LaFevre mlatevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenaceecws.cc Jell Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 )thompson@ovs.cc Exterior Doors Sliding Exterior Door Assemblies Wks Swath rshiVisc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Timer PE -58201 Keystone Certifications, Inc 03/01/2014 Steven M. Urich, PE Validation Checklist - Hardcopy Received • i..•r • s • .ti. JL• _ nomad AAI4A/W DMA/CSA/101/I.S.2/A440 -05 ASTM 5 1300 -04 ASTM E1886 -02 ASTM E1996-02 TAS 201/202/203 Method 1 Option D 12/12/2011 12/16/2011 Yea 2005 2004 2002 2002 1994 1/28/2013 7:53 AM Florida Building Code Online Date Pending FBC Approval Date Approved Summary of Products http://www.floridabuilding.orepr/pr_app_dd.aspermaimwGEVXQwtt 12/21/2011 01/31/2012 1 FL # , Nodal, Number or Name Description 11103.1 1SGD-8900 SGD-8900 PVC, 2 Panel, 2 Track Sliding Glass Door, OX or XO, 6068. Installation Instructions FL11103 R1 II CWS-292A (SGD-8900 X0. 6068. PVB IMP) mit . Limits of Use Approved for use In HififZ: Yes Approved for use outside IDINE: Yes Impact Resistant Yes Design Pressure: +601-60 Other: Large Missile Impact, Max. size 6068, DP =, +/-60 psF. Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL11103 RI AE DuPont PVB NOA 11-0624 01.pdf FL11103 R1 .AE EvaiRen CWS-292A ($GD-8900. XO. 6068. PVB, IRE1Af FL11103 R1 AE Mikron NOA 11-0830 09,odf Created by Independent Third Party: Yes f SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door, 16080. Limits of . • - use in 11VVIZ: Yes App • - • for use outside HilliZ Yes • et Resistant Yes Design Pressure: +60/-60 Other: Large Missile, DP . +1-60 psf, Max. panel size 4' x 8'. Config. indude 0)0(0, OXO, OX, XO. '''7:,t,.1 ..,,,,- ! • ••4I • IP .I:. 1,03Aq11 .t! Verified By: Lucas A. Turner 58201 Created. In . , Third Party: Yes ..-1,,,. A r-of , .` ..'''' 2' IL. a . P OA 11-0624 02.odf mita 1 , :,. . • : ! 11:•11 0.6 . e : • IMPACURilf FI.11103 R1 AE Mikron NOA 11-0830 09 ndf Created by Independent Third Party: Yes CobtabLijs 1940 North Monroe Street Telduessee FL 32392 donna: 850.487.1524 The State of Florida is an WEED employes convrioht 2007-2010 State of Fbddt • • littocatatemerd Sobssibilfmsnare Nnewd Statement Under Florida Iva, email addresses are noble moods. If you do ant want your e-mail address released in response to a public-records request, do not seed Mechanic mail be this entity. Sotead, contact the Mike by phone or by traditbnal mat liyou have any amebae's, phase contact 850.407.1395. ',Pursuant to Section 455.275(1), Florida Statutes, eifecthe October l, 2012, kensees Messed under Chapter 455, FS. mint provide the Department wth an anal address I/they have one. The ends provided may he used for Wilda communkatbn with the licensee. However erne. addresses am peek retort S you do not wish to supply a personal addeess, pease provide the Depentment wth en meal address Wade can be made available to the public. lb determine It you are a ken under Chapter 455, F.S., Phase Ode hem. Product ApprovalAcompts: WillrittAT, 714 IC. IIMEM of 2 1/28/2013 7:53 AM Lucas A. Turner, P.E., MBA 2080 Mauve Ter. North Port, FL 34286 Ph. 941 - 380 -1574 Evaluation Report 298A December 14, 2011 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011. 2) Test Reports NCTL -210- 3506 -1 and -1A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440 -2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011 Installation: Units must be installed according to approval document CWS -298A. Limitations of Use: This product: • May be used in up to 48 5/8" x 93" panel sizes (95 1/2" max. door height), with glass types and max. glass daylight sizes as shown in CWS -298A • Achieves design pressures of +/ -60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami - Dade N.O.A. #11- 0624.02 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11- 0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A. Turner, P.E. 2011-12-14 18:58-05:00 X 12/14/11 Lucas A. Turner, P.E. FL PE #58201 IF MAX ITYP) Tr MAX O.C. 1_ C IT MAX O.C. 8" 4° 8° B" 4" I..--4" I 1 i r 8" A in -4" B I ANCHOR LAYOUT THRU FRAME (MASONRY OR WOOD) A r B NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1118° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE I T tH. WOOD SHIMS ARE NOT ALLOWED. 4.3/16° DIA. ITW TAPCONS 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 1 1/8° SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER-TO-CENTER DISTANCE OF 2 7/W SHALL BE ACHIEVED BETWEEN ALL TAPCONS. FIXED PANEL CUP ANCHORS MUST BE AT LEAST 3" FROM INSTALLATION ANCHORS. 5.210 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. FIXED PANEL CUP ANCHORS MUST BE AT LEAST IF FROM INSTALLATION ANCHORS. B. 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. 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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..0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). 9. 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: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(EXTERIOR DOORS). zz PROPRIETARY AND CONRODBIAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM! WINDOW SYSTEMS. BC. ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTENB. INC. IS PROHIBITED. LUCAS A, TURNER, FL P.E. 58201 A!UPDATED PER 2010 FBC 1 11/12/2011 WINDOWS & DOORS 1900 SW 44TH AVE OCALA, FLORIDA 34474 rt7L5: ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT BERM' 8900 WN B : ADE )ATE: 08/03/2008 BODEL• ` NTS SGD REV. LETTER:A >wa ND.: CWS -298 SHEET: 2OF8 95 1/2' OVERALL HEIGHT MAX. PANEL HEIGHT SLIDING GLASS DOOR (LARGE MISSILE IMPACT) 0 0 84 & GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATION-1 ANCHOR SCHEDULE & NOTES—....2 DP CHART & GLAZING DETAIL-3 SECTION VIEWS 49 EXTRUSIONS & B.O.M 8 INSTALLATION DETAU R 7-8 wv �)ESIGN PRESSURE RATINE1 f +/-60 L A.T ,PE 2011-12 - 1418:87.08:00 PROPRIETARY AND CA899DHQIML 112/14/11 THE SIFORMATION CONTAWED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, WC, ANY REPRODUCTION IN PART OH AS WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM W I N D O W SYSTEMS, B .IS PROHIBITED. PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 2. GLAZING DETAIL (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "OXXO°, "OX0', "X0°,1:0(' 4. DESIGN PRESSURES: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM- E-1300. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E -1300. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7 - 8 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR C6=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL- 210. 3508 -1, 1A 9. SERIES 1 MODEL DESIGNATKNJ: SGD -8900. 10. lx 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. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X.OPERABLE SASH, OmFIXED SASH. 12. SECTION CALLOUTS APPLY TO AU. CONFIGURATIONS. 13. EXTERNAL WEEP SLOT =114 x1° LOCATED 4" FROM BOTH ENDS. LUCAS*. TURNER, FL P.E. 88201 A UPDATED PER 2010 FBC I 11/12/2011 ,`�*, 1;, .��CF1 SE(,: I.. Iti�-1YB11WN5ADt!(?AS ?� No 58201 1 : 1900 SW 44TH AVE. * ; s * I, OCALA, FLORIDA 34474 i. "01 . tI L 1111E: GENERAL NOTES & ELEVATION - LARGE MISSILE IMPACT 1.13 •. STATE OF .•L!� :. °R� 0 . Ito 4 SERIES: B OTTAWA BY: ,ATE: 08l03/2008 ADE ,+���: f/014 iA ;;4 °�` MODES D ANTS .: cwS- A 1 0F8 SECTION VIEW A-A OSILL RISER PTION MAX. POSITIVE DP (PSP) NO SILL RISER 60* 1737 SILL RISER 60 *INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS Ka REQUIRED. 7- PROPRIETARY AND CO PWEN M. 12/14/11 THE INFORMATION COHTAW D1 IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW MIENS, INC. ANY X114 PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OP CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. sum A UPDATED PER 2010 FBC I 11/12/2011 $ (.?? / \-"C E 1V g. *-:25i.#' WINDOW vv�Y WII& DOORS v e nra 58201 .t. : 1900 SW 44TH AVE. * ; * * _ OCALA FLORIDA 34474 v' , ' : trrLE. SECTION VIEWS, OXXO -LARGE MISSLE IMPACT i'S?` STATE OF 45'$ MU )RAWN BY: ')ATE: O '• �: ADE 08!03/2008 ,40 4Zs.S� O A : E pp ,' MODEL: SGD SCALE: NTs )WG. NO CWS -298 ,i,,tONAia,,,,, REV. L!_ n ke1:A SHEET: 4 OF 8 TYPICAL HORIZONTAL SEC ICON 0.4 ITEMS NOT SHOWN FOR CLARITY: 10, 26.32 PROPRETARY ANDCONFEENTTAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW MOTET" INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROMOTED. SIM RMER OPTIONS MAX POSITIVE OP (PM NO SILL RISER 00# 1737 SILL RISER 60 • INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS jssj REQUIRED. LUCAS A. TURNER, FL P.E. 58201 Al UPDATED PER 2010 FBC ' 11/12!2011 MOMS &DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 tine SECTION VIEWS, OXO ThEII: & XO - LARGE MISSLE IMPACT 8900 MODEL. SOD SCALE 3 NAWN BY: ADE NTS 4EV.LE1etH:A 'ATE: 0008 )WO. No.: CWS -298 • 5OF8 ITEMS PARTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 24 25 28 27 14-8042 5.6040 5-1722 H-6032 H-5032 H4033 H4034 H-6035 I U -8043 P4142 P4342 P4352 P4438 P3492 P4539 PARTS LIST DESCRIPTION PRAMS, MAIN, SOD VENDOR MATERIAL MICRON PVC THRESHOLD/FLLER, SOD SUPPORT BLOCK, FIXED, SOD PANEL TOP/BOTTOM RAL, SOD PANEL SIDE RAIL, SOD PANEL, INTERLOCK, FIXED PANEL, INTERLOCK, OPERABLE INTERLOCK, SNAP -ON, ASTRAGAL., SOD, MICRON KEYMARK MKRON PVC ALUM PVC DAIMON MICRON MAKRON MICRON MICRON PVC PVC PVC`. PVC PVC ROLLER TANDEM(SGD, PLATED STEEL) SEAMSEALER, SM -5504 SETTING BLOCK, 85 CUR. 1/r X 7/8° X2" SIMPLEX 552 OR PURFECT GLAZE °H' WSTP., 0.270 X.187, BACK FINSEAL, GRAY #8 X3/4" QUAD PHILIPS, TEK SULLNAN SCHNEE FRANK LO WE SWVHENKEL ULTRAFAB FASTENA- STEEL RUBBER ZINC P4557 P4752 P3767 P4789 P-3792 P4793 1110 x2, HEXHEAD, TEK CAP PLUG, 1/2" HOLE #10 X1* HEX WASHER HEAD, 7EK LOCK & HANDLE KIT, PVC, SOD 3/4' KEEPER MORTISE LOCK FASTENA. M&M FASTENAL. AMESBURY ZINC NYLON ZINC STEEL AMESBURY HUD 5S Ss P.4136 8-1590 S-1591 #10 x2, PAN HEAD PHIL, WS 5-1618 5-1597 5.1855 COVER, FIXED PANEL CLIP KEYMARK ALUM 28 29 30 31 32 33 34 S-1728 S-1737 58037. 58041 58048 H-6044 58045 FASTENA. STEEL REINFORCEMENT, PVC SOD, PANEL REINFORCEMENT, A.UN1NUM, SOD, PANEL FIXED PANEL CLIP KEYMARK KEYMARK ALUM ALUM KEYMARK ALUM PANEL TRACK, ALUMINUM, SOD, SILL REINFORCEMENT, ASTRAGAL, SO1) HI3HRNE SILL, ALUMINUM GLAZING BEAD 1.00', SOD TRACK, SCREEN, SOD SUPPORT WELD, SOD GLASS (SEE SHEET 3) SCREEN CHANNEL SCREEN CHANNEL ADDER KEYMARK KEYMARK KEYMARK MICRON MICRON MICRON ALUM ALUM ALUM PVC PVC PVC MICRON MICRON PVC PVC 35 38 5-1789 REINFORCEMENT, HOLLOW (INTLK, 8900) KEYMARK ALUM 37 S -1784 SILL THRESHOLD COVER (8900) KEYMARK ALUM 3 3/8_ 5 1 18" 43/8" ASTRAGAL, SOD, PVC - CISir PVC SCREEN ADAPTOR -8945 1 1/7 7/8° ALUM. REINFORCEMENT -1726 NOTE: ALL ALUMINUM EXTRUSIONS ARE 8063 -T6 515/1r .100 PVC OUTER FRAME -6042 PVC PANEL INTERLOCK -6034 ALUM.REINFORCEMENT -1591 PVC GLAZING BEAD - 6037 PVC PANEL LOCKSTILE - 6032 ROLLER TRACK -1655 FRAME CONSTRUCTION FRAME CORNERS SCREWED TOGETHER ALUM. HIGHRISE -1737 PVC PANEL INTERLOCK -6033 ALUM INTERLOCK REINF 1759 PVC SCREEN TRACK - 8041 PVC INTERLOCK SNAP -8035 21/18' VENT CONSTRUCTION VENTS FULLY WELDED 1 1/8° �+- 21/18° FIXED PANEL SUPPORT -1722 ALUM. REINFORCEMENT -1590 211/18° 3/4 1 3/8" 1/16' PVC TRACK FILLER 6040 ALUM. FIXED PNL COVER -1818 ALUM. FIXED PNL CLIP -1597 rL PVC SCREEN CHANNEL -8944 PROPRIETARY AND CO, inIAI. 12/14/11 THE INFORMATION 03NTAMED IN Tins DRAWING G THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WRFgUT THE WRITTEN PINION OP CUSTOM WINDOW SYSTEMS, WC.IS PROHIBITED. SILL THRESH COVER 1784 LUCAS A. TURNER, FL P.E. 58201 MEINIMIMS- PVC WELD SUPPORT - 6046 AJUPDATED PER 2010 FSC 11/12/2011 °3`v ' No 58201 :* * *= -a" . tr F. STATE OF :14/Z %0 :., °A, P • 4./.4 IP 4% '440'110.06:- •�� tttttttttttttttttt WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & BOM - NON- IMPACT 8900 MODEL: SGD )RAWNSV: ADS SCALB: 12 )ATE. 06/08 G NO: CWS -298 REV.LETTER:A Mme: BOF8 QLASS TYPE A .zZ PROPRIETARY AND RONROENTIAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING ISTHE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WTTHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. SILL RISER OPTIONS MAL POSITIVE OP MEF) NO SILL RISER 80* 1737 SILL RISER 60 * INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS MX REQUIRED. LUCAS A. TURNER, FL P.E. 58201 y ORE 1.v ' p t `` J, �v : No 58201 �;/) II *i * . *� S. STATE OF IW+ Stb, , OR,.A . ?S .................... s ,v1,,, AIUPDATED PER 2010 FBC 11/12/2011 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: GLAZING DETAI.S & DP CHART - LARGE MISSILE IMPACT SERIES: RA N BY: ADE 8900 MODEL SGD 06!03/2008 1:1 )WO. NO.: CWS -298 LETTER:A SHEET: 3 OF 8 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 MN EMBEDMENT ID] 13/8" MN. EMBEDMENT HRU FIXED PANEL CLIP) Mr MW EDGE DIST- lD1 CONCRETENIASONRY BY OTHERS 2 BY OTI� 1C [A)C [A) 1/ MAX SHIM 1/4" MAX SHIM [5I INSTALLATION ANCHOR, a'1 roM]ASONRY ANCHOR WI ASHER INSTALLATION ANCHOR, PIO WOOD SCREW WI WASHER a► 1318'_ MW. EMBEDMENT OHM FIXED PANEL CUP) [D) MW EMBEDMENT„ 711E MW EDGE DIST . ID) BY • OTHERS SEALANT BETWEEN BUCK • AND OPENNG BY OTHERS 2 BY WOOD BUCK BY OTHERS [A] EBXTOT � H PERIMETER SEALANT ENEEEMB BY INSTALLER PERIMETER SEALANT BY INSTALLER BYO�� BY EXTERIOR RSHEATHNG EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER NMN EDGE DIST Law MIN EMBEDMENT [Dl 114" MAX. SHIM (Bl INSTALLATION ANCHOR, 010 WOOD SCREW WI WASHER INSTALLATION ANCHOR, 3/18" DIA. MASONRY ANCHOR wANASHER [C] SEALANT UNDER SCREW HEAD BY INSTALLER PERIMETER SEALANT BY NSTALLER/DO NOT COVER WEEP HOLES lint MIN. EDGE DIST. AGVERTICAL SECTION glir FRAME (WOOD) HIGHRISE SILL BEAD OF SEALANT BETWEEN HIGHRISE ALLERR AND FRAME BY CONCRETE/MASONRY BY OTHERS L1L4 MN. EMBEDMENT [C) 2 7/18" MN. O.0 11 (Cl D HORIZONTAL SECTION 8 FRAME (WOOD) 1. INSTALLATIONS /ANCHOR DETAIL ALSO APPLIES TO "OXO" 3 PANEL CONFIGURATIONS & °OX", "XO' 2 PANEL CONFIGURATIONS. PROPRIETARY ANDCONFIDENTIAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING B THE SOLE PROPERTY OFCUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, DIG. B PROHIBITED. LUCAS A. TURNER, FL P.E 58201 EXTERIOR FINISH BY OTHERS 2 BY WOOD BUCK BY OTHERS [A] REFERENCE NOTES: IN SEE NOTE 10, SHT 1 [S1 SEE NOTE 2&3, SHT 2 [Cj SEE NOTE 4, SHT 2 [DJ SEE NOTE 5, SHT 2 A JUPDATED PER 2010 FBC efiteeat WINDOWS & DOORS 1000 SW 44TH AVE. OCALA, FLORIDA 34474 tI INSTALLATION DETAIL IN 2 BY BUCK - LARGE MISSILE IMPACT AERIES: ' 8900 BY: ADE )ATE: OW03/2008 SCALE: NTS I 11/12!2011 MODEL. SOD )D • CWS -2B8 REV. tt n tes:A 'SHEET. 8 OF 8 UM MIN EDGE DIST [CI SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER 1 1!4' MW EMBEDMENT (THRU FIXED PANEL CUP) f 1/4• MW EMBEDMENT [C] CONCRETE/MASONRY BY OTHERS 27/18' DWIST CNTR TO CNTR 11L6 MW EDGE DIST [Cl 1 BY WOOD BUCK BY OTHERS [A] Is] MAX. SHIM INSTALLATION ANCHOR, WASHER (CM ANCHOR W/ 1/4' MAX. SHIM INSTALATION ANCH 3/18' MASONRY ANCHOR W/ WASHER [C] 2 7/18' 01ST TO CNTR PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS 11/4' MIN EMBEDMENT [CI 1 BY WOOD BUCK BY OTHER [A] 114' MAX. SHIM [8] INSTALLATION ANCHOR. WASHER [C MASONRY ANCHOR W/ INTERIOR SEALANT UNDER SCREW HEAD BY INSTALLER BY �• ETAU.ER/DO NOT COVER WEEP HOLES [1 1!8' MW EDGE DIET HIGHRISE SILL BEAD OF SEALANT BETWEEN BYHEAL� AND FRAME INSTALLATION ANCHOR, 3/1W DIA. WASHER [MASONRY ANCHOR W/ BY O� 1 I& MIN EMBEDMENT [C] MIERIQB HORIZ • ALS_•�1�• [_.T1 1. INSTALLATION / ANCHOR DETAILS ALSO APPLIES TO.OXO° 3 PANEL CONFIGURATIONS & "OX', "XO. 2 PANEL CONFIGURATIONS. PROPRIETARY AND AL 12/14/11 THE INFORMATION CONTAINED NTHIS 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, INS IS PROHIBITED. PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS 1 BY WOOD BUCK BY OTHERS [A] 1_11.4! MIN EMBEDMENT [THRU FIXED PANEL CUP) 1 1/M MIN EMBEDMENT [CI 2 7/16'MIISNT N TO CNTR 115t MIN EDGE DIST CONCRETEJMASONRY BY OTHERS ANDLOPPE BEIWEEN BUCK BY OTHERS REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 253, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 LUCas A. TURNER, FL P.E. sum A UPDATED PER 2010 FBC ttttiUttttttt ttt 0: OREbir l i ', No 582 4� 1 3 s ?.�,EArR ..P2rr v 1 * * ; *i mss S9: Id WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 INSTALLATION DETAIL SERIES: 8900 11/12/2011 bRICi1Ms ADE ILE IMPACT 06/03/2008 MODEL: SGD SCALE: Rev.LETTER:A NTS 13W0. NO.: CWS -288 : 70F8 Florida Building Code Online of 3 0 5 5 e b •/ 3 http://www.floridabuilding.orepr/pr_app_dd.aspeparanwGEVXQw1 ";cui(ia i epartmentc' SCR Home Lag in Busines(` Professi iai Regulation effido, v. Ffeg+.ta: Product Approval USER: Pubic User Hot Topics Su nt Surcharge Stets & Facts Pubications FBC staff Product Morova( Menu > Product or Aunikatbn Search > Apptcatbn Litt > Appa®tlon Detail FL # FL5823 -R5 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone /Email Authorized Signature Technical Representative Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre miafevre @cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Windows Single Hung BCIS Site Map Links Search 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. loner 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 FL5823 R5 COI_EvalRep CWS -155B (S1171310( Imna ),pof Referenced Standard and Year (of Standard) Year AAMA /WD MA/CSA/101/I.S.2/A440 -05 2005 ASTM E 1300 -04 2004 ASTM E1886 -05 2005 ASTM E1996 -06 2006 PA/TAS 201/202/203 1994 9/18/2012 3:49 PM Florida Building Code Online of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved http : / /www.floridabuilding.arg%pr /pr app_dd.aspx?parau�wGEVXQwt Florida Licensed Professional Engineer or Architect FL5823 R5 Equiv SH -8100 Equivalencv.pdf Method 1 Option D 12/01/2011 12/13/2011 12/20/2011 01/31/2012 Summon( of Products FL # 5823.1 Model, Number or Name ( 8100 Vinyl Single Hung Description 8100 Vinyl Single Hung (Impact) Omits of Use Approved for use in HVHZs Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, see installation dwgs. for Max. size and DP. Installation Instructions FL5823 R5 II CWS -155B (SH -8100. Impact).pdf Verified By: Lucas A. limner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont PV8 NOA 11 -0624 01.pdf FL5823 R5 AE EvaiRep CWS -1558 (SH -8100, Impact).odf FL5823 R5 AE Mikron NQA 11 -0830 09pdf Created by Independent Third Party: Yes 5823.2 I SH -8100 Cont. Hd. & Sill Omits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, DP +67.5/ -70.0 psf w/ Std. sill, DP +/- 70.0 psf w/ high rise, Max. size 74 1/8" x 63 ". Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. SH -8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8° x 63 ". 1 Installation Instructions FL5823 R5 II CWS -440A (SH -8100,_ Impact. 74x63, ContHdSl ).pdf Verified By: Lucas A. limner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont Pyp NOA 11 -0624 01411 FL5823 R5 AE EvaiRep CWS-440A (SH -81Q0, Impact, 74x63, ContHdSi).pdf FL5823 R5 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 5823.3 1 SH -8100 Cont. Hd. & Sill 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 = +/- 67.5 psf, Max. size 74 1/8" x 72 ". Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. SH -8100 Cont. Hd. & Sill (double SIngle Hung), Impact, 74 1/8" x 72 ". !Installation Instructions I FL5823 R5 II CWS -491A (SH -8100. Impact, 74x72, ContHdSI).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE PuPont PV$ J QAj 1 -0624 0 ,gdf FL5823 R5 AE EvaiRep CWS- 491A .(SH -8100. Impact, 74x72. ContHdSil,p EL5 23 R5 AE Mikron_N.OA 11 -0830 09.pd( Created by Independent Third Party: Yes 5823.4 SH-8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +100/ -100 Other: Large Missile, 52° x 72 ", +/- 100 psf. Installation Instructions F1.5823 R5 II CWS -3698 (SH810Q, I pact, 52X72, 1(10 DP).odf Verified By: Lucas A.1Urner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont SGP NOA 11 -0624 02.pdf FL5823 R5 AE EvaiRep CWS -3698 (5H -8100, Impact, 52x72. 100 DP).pdf FL5823 R5 AE Mikron NQA 1j -0$3Q 09.pdf Created by Independent Third Party: Yes 9/18/2012 3 :49 PN ?lorida Building Code Online 5823.5 Pup : / /www.floridabuilding.org/pr /pr app dtLaspx?param wGEVXQwt.. SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psi'. Installation Instructions i L5823 R5 II CWS-295ALSH ,00. Impact. 52x26).odf Verified By: Lucas A. 1Urner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont PUB NOA 11 -0624 01,pdf ...p NOA 11 -0624 02.pdf FL5823 R5 AE EvalReo CWS -295A (SH -$100, Impact, 52x96).pdf FL5823 RS AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes F Contact Us • • 1940 North Hoarse Street klatassee Ft 32399 Phone 850- 487 -1524 The state of Florida is an woo employee Cnc vr:ght2007.2010 State of Florda. • • privacy Statement :: Under Florida law, email addresses are pubic records. If you do not want your e-mail address released in response to a pubic -records request, do not send electronic mall to the witty. Instead, contact the office by phone or by tradtlorel mai. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees icensed under Chapter 455, F.S. must provide the Department with an email address rthey have one. The emat; provided may be teed for official communication with the icensee. However email addresses are pubic record. if you do not wish to supply a personal address, please provide the Department wth an email address which can be made available to the pubic. To determine If you are a icy under Chapter 455, FS., please tick bare. Product Approval Ameptss v i Norton v of 3 t, t uritva1 l Alt', Cre t a rA 9/18/2012 3:49 PM Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941 -380 -1574 Evaluation Report 491A November 28, 2011 Product Description: Series 8100 PVC Single Hung Window, Large Missile Impact, Continuous Head and Sill, twin configuration with integral mullion, 74 1/8" x 72" unit size (36 3/8" max. single unit width), 75 3/8" x 73 1/4" flange size, with 1/8 (Ann or Temp) — Air — 1/8-.090PVB-1/8 glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -491 A, signed and sealed by Lucas A. Turner, P.E. on 11/28/11. 2) Test Report NCTL- 210- 3621 -1, -IA, -2, -2A, National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, including impact at midspan of integral mullion. AAMA/WDMA/CSA 101/I.S.2/A440 -05. ASTM El 886/1996-05, including impact at midspan of integral mullion 3) Supplemental Calculations to support CWS -491A, signed and sealed by Lucas A. Turner, P.E. on 11/28/11 Installation: Units must be installed according to approval document CWS -491A. Limitations of Use: This product: • May be used in twin unit configuration O/X — integral mullion — O/X with continuous head and sill in sizes up to 74 1/8" x 72" unit size (36 3/8" max. single unit width), 75 3/8" x 73 1/4" flange size, with max. glass daylight heights of 31 15/16" on the fixed panel and 32" on the sash • Achieves a design pressure of +67.5/ -67.5 psf • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 1/8 outboard (Annealed or Tempered, Tempered required above 30 ft in HVHZ) — Air — 1/ 8Ann- .090PVB- 1 /8Ann glass minimum • 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 fmancial 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 -11 -29 00:59 -05:00 11/28/11 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 440A November 28, 2011 Product Description: Series 8100 PVC Single Hung Window, Large Missile Impact, Continuous Head and Sill, twin configuration with integral mullion, 72 7/8" x 61 3/4" unit size (35 3/4" max. single unit width), 74 1/8" x 63" flange size, 1/8 (Ann. or Tempered) — Air — 1/8-.090PVB-1/8 glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above- listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -440A, signed and sealed by Lucas A. Turner, P.E. on 11/28/11. 2) Test Reports NCTL- 210- 3574 -1, -IA, -2, -2A, -3, -3A, -4, -4A, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, including large missile impact at midspan of integral mullion. AAMA/WDMA /CSA 101/I.S.2/A440 -05. ASTM El886/1996 -02/05 including large missile Wind Zone 4 Missile Level D impact at midspan of integral mullion 3) Supplemental Calculations to support CWS -440A, signed and sealed by Lucas A. Turner, P.E. on 11/28/11 Installation: Units must be installed according to approval document CWS -440A. Limitations of Use: This product: • May be used in twin unit configuration O/X — integral mullion — O/X with continuous head and sill in sizes up to 72 7/8" x 61 3/4" unit size (35 3/4" max. single unit width), or 74 1/8" x 63" flange size, with max. glass daylight heights of 26 13/16" on the fixed panel and 26 7/8" on the sash • Achieves a design pressure of +67.5/ -70 psf, or +/ -70 psf with highrise adaptor • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 1/8 outboard (Annealed or Tempered, must be Tempered above 30ft when used in HVHZ .) — Air — 1 /8Ann- .090PVB- 1 /8Ann glass minimum • 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. otilsIlItiIii,_ Lucas A. Turner, P.E. 2011 -11 -29 00:58 -05:00 00 pREiy "Arse /0) mr;atie;46: V m No 58201 113 L` R et • *; i *! * * P + STATE OF Ott, �i�, : fi .• fir•` � JONpl, T' 0% 11/28/11 Lucas A. Turner, P.E. FL PE #58201 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 35 3/4° MAX SINGLE UNIT WIDTH 63° MAX FLANGE HEIGHT 74118° MAX FLANGE WIDTH 72 718° MAX UNIT WIDTH 31 9116° GLASS DLO 2813/18° GLASS DLO 813/4° MAX UNIT HEIGHT 281/E GLASS DLO 30 3/18° MAX SASH HEIGHT FLANGE UNIT') 2 GLASS DLO DESIGN PRESSURE RATING ±70.0 WITH SILL RISER TABLE OF CONTENTS 'GENERAL NOTES & ELEVATIONS1 ANCHOR SCHEDULE & NOTES .2 AP CHARTS & GLAZING DETAIL 3 SECTION VIEWS & ALT FRAME 4 EXTRUSIONS & B.O.M 5 INSTALLATION DETAIL 8-7 32 5118° MAX SASH WIDTH 35 314° MAX SINGLE UNIT WIDTH Lucas A. Turner, P.E. 63° MAX FLANGE HEIGHT 741/8° MAX FLANGE WIDTH 72 718° MAX UNIT WIDTH 31 9/16° GLASS DLO 26 13116° GLASS DLO 61 3/4° MAX UNIT HEIGHT 26111 GLASS DLO FIN UNIT GLASS DLO 32 5/18° MAX SASH WIDTH PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "000-"0/r. -USE HIGH SILL (1723) FOR 10112 PSF WATER -MAX. +67.5 DP WITH NO RISER 4. DESIGN PRESSURE RATING: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-7 FOR ANCHOR DETAIL WINDLOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL-210-3574-1, NCTL 210 - 3574 -1A, NCTL-210-3574-2, NCTL - 210 - 3574 -2A, NCTL 210357403, NCTL-210-3574-3A, NCTL-210-3574-4, NCTL-210-3574-4A 9. SERIES / MODEL DESIGNATION 51-1-8100. 10.1x 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. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS INA SIMILAR LOCATION. 30 3/18° MAX SASH HEIGHT 2011-11-29 00.5B -05:00 11/28/11 PROPR:ETARYAam C MPIDENTIM. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A MOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. UPDATED PER 2010 FBC ,,��Gp?°v'C E N,g vR S �v' No 58201 °;fiP • iti 2 *° * ' *S II -0 ?Irk: ;Ir :9 , STATE OF °°24/: 4FS. O R. �,4 X11/1412011 TEF WINDOWS & DOOBS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: GENERAL NOTES & SERIES: 8100 MODEL CONT. HEAD&SILL LEVATIONS - IMPACT ADE DAtE // NTS EV LETTER GHEE RAWN BY 01/26/2009 ALE DWG. 14°' OCWS -440 A t: I OF 7 6° MAX MIDPOINT MAX (TYP) i 18 9118' MAXI O.C. r (SHT 4) A I• MAX (TYP) INSTALLATION ANCHORS, SEE NOTE 4 (TYP) B (SHT4) (1) INST. ANCHOR AT CR- OP MEETING RAIL (TYP) 'I - -t'-i- —,-1— — A ANCHOR LAYOUT - (FLANGE), THRU FRAME (CONCRETE/MASONRY OPEIENG) SEE NOTE 2 5" MAX O.C. I 4• (T1'P) 8° MAX O.C• TERUU=FYivDonoa is NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4 °. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/18" DIA, ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED IN ANY DIRECTION. 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 718' SHALL BE ACHIEVED IN ANY DIRECTION. 8.88 WOOD SCREW ANCHOR MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN ANY DIRECTION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. 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. 9. 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. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: . A. WOOD - MINIMUM SPECIFIC GRAVITY OF 00.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). z� 11. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE URRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS FIAA/AAMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), PR PRIETARYAND CONFWENTWI. 11/18111 FMA/WDMA 25D (BOX WINDOWS), FMAIAAMAM(DMA 300 (EXTERIOR DOORS). THE INFORMATION CONTAINED IN THIS DRAWING t8 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION DI PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. C LUCAS A. TURNER, FL P.E. NO. 60201 INSTALLATION ANCHORS, SEE NOTE 8 (TYP) DETAIL A INTERNAL MULL ATTACHMENT +St�tNORBtt��i� P .5 ' No 56201 'fi1O *_ = :►= STATE OF kkr: 11. es':• C O R 2,> A (UPDATED PER 2010 FBC WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 11/14!2011 TEF TITLE: ANCHOR SCHEDULE & NOTES - IMPACT SERIES: 8100 DRAWN BY. DATE ADE : 01/28/2009 MODEL SCALE: DWG. NO.: CONT. HEAD&SILL NTS CWS-440 REV. LETTER: A SHEET: 2OF7 718° OVERALL 118° ANNEALED OR TEMPERED GLASS 7/18" AIR SPACE -8/18" LAMINATED GLASS 11W ANNEALED GLASS .090 DUPONT PVB INTERLAYER + -118° ANNEALED GLASS SIKAFLEX 552 OR PURFECT GLAZE "FP 112" GLASS BITE FIXED LITE • 7/8°. OVERALL 11W ANNEALED OR TEMPERED GLASS 7/18° AIR SPACE -5118° LAMINATED GLASS 1B° ANNEALED GLASS .090 DUPONT PVS INTERLAYER 118" ANNEALED GLASS SIKAFLEX 552 OR PURFECT GLAZE "H" I 1/2" GLASS BITE SASH LITE PROPRIETARY AND CONFIDENTIAL 11/28/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WIDOW SYSTEMS. INC. IS PROHIBITED. SILL RISER MAX. DESIGN PRESSURE NONE +67.5/ -70.0 1728 +70.01 -70.0 LUCAS A. TURNER, FIRE. NO.55201 A UPDATED PER 2010 FBC em 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE. DP CHART / GLAZING - IMPACT SERIES: 8100 4DRAWN SY: ADE %% /16;44.,i ‘4. % MODEL: CONT. HEAD&SILL SCALE NTS 111/1412011 TEF DATE: 01/28/2009 DWG. No.: CWS -440 REV. LETTER: A SHEET: 3OF7 SECTION A-A TYPICAL VERTICAL SECTION SECTION B-B TYPICAL HORIZONTAL SECTION SECTION C-C ALT FIN FRAME SILL RISER MAX. DESIGN PRESSURE NONE +67.5/ -70.0 1728 +70.0/ -70.0 (SEE SECTION A.A) PROPIBE1ARYND CONFDENral 11128/11 THE INFORMATION CONTAINED IN THIS DRAWING'S 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. NOTE: ITEMS USED BUT NOT SHOWN FOR CLARITY, 6,18, AND 32 IXCAS A. TURNER, FL P.E NO. 8S201 A'UPDATED PER 2010 FBC WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: SECTION VIEWS - IMPACT 8100 CONT. HEAD&SILL 111/14/2011 TEE `DRAWN BY: DATE: ADE 01/2812009 SCALE: NTS DING. No. CWS 440 REV. LETTER: A SHEEP: 4 OF 7 2 146031 Freres Alarm Vinyl 148031 Frans Head, Fig, Vinyl 3 H4031 Frans Jarb, Fg iScon Vinyl 4 H6031 Internal Fr,/b. Nihon Vinyl 5 148026 Prams, Ri Wren 8 56025 Sash Stop / Eiger NBvon Vinyl Vinyl 7 H.1838 Almon Fixed Meet Pal Ksyrrark Men 8 $6027 Sash Top Rail NBnon Vinyl 8 141497 Reinforcement for STR Keymaric Alum 10 116028 Sash BottomRal A81oon 11 141899 Re6dorcemsM for SBR Vinyl Alen 12 H6004 Sash Side Rail Roam Vbrgl 13 8.1495 ReInforcament for SSR Keynork 14 58084 Glazing Bead NBaon Vinyl 15 P3059 Sash Cam AABM 18 84479 Weep Heabg & Rap Assm AURA Nestle 17 Birk& Tackle Balance Cakbnrel Steel 18 P3288 Take OutCip Smartt Steel 19 Sash See Shed 3 20 Red Sae Sheet 3 21 22 P3429 P.4838 Wstp., 0270 x 0.187 back RnSeal UilraFAB Mien 08 x 2-1/2 PH Mod. Truss, Type A, IBC 2 Fastener! Steel 23 '010 x 142° Penheai SUS Fastened Steel 24 Fla Masher Fastenal Steal 25 86014 Screen Support /Akron Vinyl 28 58013 Screen Catch 27 SE 083 Fixed ReliCover Micron Vinyl Vinyl 28 1;3113 Screw Support, PVC Team Rastas Rubber 29 P3352 Set EEL 1/8'x5/8'xr Frank Lowe Rubber 30 86018 Ribber Gayer iibon 31 R3787 510 x 1 Hex Heal Tek Fastenal Vinyl 32 P3342 SeamSeabr,SM4550a Schnee 33 SAoFlex 552 or Perfect Glaze "1P Silo/Henkel 34 P3541 08 x 1/2 Rat Tek Restate! Steel 35 P4051 08x 1 1/4' PH Rat Tek Fastened Steel 38 P3783 Lock Aderbck Steel 37 P4089 Keeper Mted ck Shed 38 P4264 08x3/4" PH Rat w /08 Head Fastenal Steal 38 P3752 Hob Rug MW Plastic 40 P.3558 08x3/8°PH Pan Tek Fastenal Steel 41 141727 blamed Maar Keynerk Man 44 88218 Screen frame ALL lanai Alan 45 83321 Screen Comer Key ALL Wed Runic 48 R. X28 Screen Spin DAPA Rubber 47 P3033 Screen Spring RA Screen Steel 48 R3029 Screen Rd tab Surrrit Alum 49 Screen Materiel NY Vibe 50 51 P4958 Wam., 0.420 x 0.187 hack UtraFAB Fiberglass 19bn S-1728 IV SE 3/18° • -1 -11 /T"- SCREW SUPPORT -3113 3 --1 PVC FRAME FLANGE -6031 PVC SASH SIDE RAIL -6004 1/16" REINF. S.B.R.-1699 ALUMINUM 6063 T-6 REINF. S.S.R. -1498 ALUMINUM 6063 T-6 PVC GLAZEBEAD -6084 1/18° 1 S✓18' PVC SASH BTM. RAIL -6028 1/2° 1118" PVC SCREEN CATCH - 6013 REINF. SAS- H - TOP RAIL -1497 ALUMINUM 6063 T-6 5/8° 9/18" PVC FXD RAIL COVER -6083 PROPRIETARY AND COMM :AT14L 11n8/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WIDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. PVC SASH MTG. RAIL -6027 1 1/8°1 t 5/18° 1/18° PVC SCREEN SUPPORT- 8014 1.733 1 ALUM. MTG RAIL -1836 ALUMINUM 6063 T-6 2.960 x.188 INTERNAL MULL BAR -1727 ALUMINUM 6063 T-8 LUCAS A. TURNER, FL P.E. NO.88201 EFINAMBRII CORNER WELD (ALL SIDES) FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 13118° PVC SASH STOP -6025 1/18° HIGH SILL -1728 ALUMINUM 6063 T-6 A (UPDATED PER 2010 FBC 11/14/2011 TEF WINDOWS & DOORS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 BOM & EXTRUSIONS - IMPACT SERIES: 8100 MODEL: CONT. HEAD&SILL DRAWN BY: ADE SCALE: NTS REV. LETTER: A DATE: 01/26/2009 DWG. NCI CWS-440 SHEET: 5OF7 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2_1t2° (MIN EDGE , DIST.) CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER INTERIOR FINISH BY OTHERS WINDOW FRAME HEAD WINDOW FRAME SILL SEALANT UNDER SCREW HEAD BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS INTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 2/16" DIA. MASONRY SCREW %!WASHER THRU SCREW SUPPORT (C) 1 1/4" MIN. EMBEDMENT (C] iJL (MIN EMBEDMENT) [CI 1 BY BUCK BY OTHERS [Al 114" MAX. SHIM [B] INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW WIWASHER THRU SCREW SUPPORT [C] INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW %/NEOPRENE BACKED WASHER THRU SCREW SUPPORT (C] 1/4" MAX SHIM r. BY N ET SON HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 2112" (MIN. EDGE DIST.) ® VERTICAL SECTION FRAME (MASONRY) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS .1.1/4t MN. EMBEDMENT) (C) r— 1/4" MAX SHIM Iel 131E MIN. EMBEDMENT (Di 1/4” MAX. SHIM —+ (B) 2i (MIN EDGE DIST.) % .•44 4 4 • 44 1 BY WOOD BUCK BY OTHERS (A] INTERIOR FINISH BY OTHERS 7/8° MIN. EDGE DIST. ro] INSTALLATION ANCHOR, • 010 WOOD ANCHOR v,9WASHER THRU SCREW ►0► SUPPORT IDI HORIZONTAL SECTION FRAME (MASONRY) SEALANT UNDER SCREW HEAD BY INSTALLER WINDOW FRAME SILL SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS NDOW FRAME SEALANT BEHIND JAMB FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER HIGHRISE ADAPTOR (OPTIONAL) INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW %ItNEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] 17L4_ (MIN EMBEDMENT) (C) 1/4° MAX. SHIM (B] CONCRETE/MASONRY BY OTHERS 21M (MIN EDGE DIST.) (C] ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) PRO 1IETARYANDCOMFIDENTHL 11/28/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHSITE D. LUCAS A. TURNER, FL P.E. NO. 611201 HORIZONTAL SECTION FRAME (WOOD) A (UPDATED PER 2010 FBC 2 BY WOOD BUCK BY OTHERS (A] SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 (B] SEE NOTE 2143, SHT 2 [C] SEE NOTE 4, SHIT 2 [DI SEE NOTE 5, EMT 2 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE INSTALLATION DETAIL, THRU SERIES: 8100 'DRAWN BY MODEL CONT. HEAD &SILL �� 111/14/2011 TEF FRAME - IMPACT ADE 13ATE: 01/28/2008 Owe. NO.: NITS CWS -440 REV. LETTER A SHEET: 6 OF 7 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER 1 1/2° MIN. EMBEDMENT [El PERIMETER SEALANT BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS ii��� 1IIIIM1. 1aal 2BYWADBUCK BY OTHERS wl INSTALLATION ANCHOR, 1161 WOOD SCREW w/ WASHER 2 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, #8 WOOD SCREW aWIASHER (El ]14_ MIN. EDGE DIST. (E] • 1/4° MAX. SHIM IB] r1/4° MAX. SHIM (el I 7/4 MIN. EDGE DIST. (E( VERTICAL SECTION kV FIN (WOOD) 1 IM (E7 (MIN EMBEDMENT) 2 BY WOOD BUCK BY OTHERS W1 113_ MIN. EDGE DIST. (El - -1/4° MAX. SHIM (el INSTALLATION ANCHOR, #8 WOOD SCREW WITH WASHER (El SHEATHING BY OTHERS 11/Z (MIN EMBEDMENT) (El EXTERIOR FINISH BY OTHERS WINDOW FRAME JAMB SEALANT BEHIND FIN BY INSTALLER PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ®HORIZONTAL SECTION FIN (WOOD) WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER LUCAS A. TURNER, FL P.E. NO. 58201 REFERENCE NOTES: (A) SEE NOTE 10, SHT 1 [B] SEE NOTE 283, SHT 2 (C] SEE NOTE 4, SHT 2 (D] SEE NOTE 6,SHT2 (El SEE NOTE 8, SHT 2 A (UPDATED PER 2010 FBC WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 111/1412011 TEF ALE' INSTALLATION DETAIL WOOD CONST. - IMPACT SERIES: 8100 BRAWN 1: ADE 'DATE 01/28/2008 MODEL- SCALE: DWG. NO.: CONT. HEAD &SILL NTS CW5440 REV. LETTER: A 'SHEET: 7 OF 7 orida Building Code Online Businesv Professibnal LkPC$e eWciendy. Reyuia:e:'atrty. http:// www.floridabuilding.org/pr /pr_app dd.aspx ?paran wGEVXQwt... BM Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval PSBR: Public User Product Approval Menu > Product or Aouikatron Search > Apptcation List > Application Detail FL # FL7067 -R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@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/Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 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 Ucense PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence 02_067 R4 COI LRep CWS -1576 (i-IS -82Q0 IMPACf).pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101 /I.S.2/A440 -05 2005 ASTM E 1300 -04 2004 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 of 3 9/18/2012 3:44 PM lorida Building Code Online http : / /www.floridabuilding.orgjpr /pr app dtl.aspx ?pararl =wGEVXQwt.. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products j FL # +Model, Number or Name 7067.1 HS -8200 Vinyl Horizontal Slider Limits of Use IApproved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes 1 Design Pressure: +60 / -60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). 4 Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 7067.2 I Limits of Use I 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. 1 HS -8200 Vinyl Horizontal Slider rDescription HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. Installation Instructions FL7067 R4 II CWS-157B (HS -8200 IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes EFvaluation R4 AE Reports Lz067 DuPont PVB NOA 11624 01.pdf FL7067 R4 AE E lRep CWLS -157B _(HS -8200 IMPACD pdf FL7067 R4 AE Mikron NOA 11 -0830 09,pdf Created by Independent Third Party: Yes HS -8200 Vinyl Flg/Fin Horizontal Slider, Impact, 111" x 63", XOX. 7067.3 1HS -8200 Vinyl Horizontal Slider Installation Instructions FL7067 R4 II CWS -232B (H3-8200 XOX, IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01_pdf FL7067 R4 AE DuPont SGP NOA 11 -0624 02,pdf FL7067 R4 AE EvalRep CWS-232B (HS -8200 XOX, IMPACT).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes Limits of Use l 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. 7067.4 'HS-8200 Vinyl Horizontal Slider i Impact [Limits of Use I 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. • HS -8200 Vinyl Flg Horizontal Slider, 73" x 62 ", XO or OX. Installation Instructions FL7067 R4 II CWS -399A (HS- 8200. 73x62. 75DP. IMPACT)..df Verified By: Lucas A. TUrner 58201 Created by Independent Third Party: Yes Evaluation Reports EL7115.7 R4 A!= DuPpiit_SrjP NQA 11 -0624 02.pdf FL7067 R4 AE EvalRep CWS -399A (HS-8200,73x62, 75DP IMPACT).odf FL7067 R4 AE Mikrpn NQA 11 -0834 09,pdf Created by Independent Third Party: Yes HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. ICI Installation Instructions FL7067 R4 II CWS -1866 (HS -8200, 72x63, IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont_VB NQA 11 -0524 01.pdf FL7067 R4 AE EvalRep CWS -186B INS- 8200,_ 72x63, IMPACfpdf FL7067 R4 AE Mikron NOA 11 -083Q 09.pdf Created by Independent Third Party: Yes ICI of 3 9/18/2012 3:44 PM lorida Building Code Online http: / /www.floridabuilding.org/pr /pr app dd.aspx ?pars wGEVXQwt... Centart ! �s :: 1940 North Monroe Street, Tallahassee FL32394 phone: 050- 487 -1824 The State of Fbrtla ban AA/IMO employer. Convrivht 2007 -2010 state of Florida.:: privacy SYatmnant :: Accessibliziltigemett :: lkftstfiltattfined Under Florida law, email addresses are pubis records. 9 you do not want your e-mail address rem in response to a pubk- records request, do not send electronic mail to this entdw Instead, contact the office by phone or by tradlbnal mat. If you have any questions, please contact 850.487.1395..Puisuant to Section 455.275(1), Forma Statutes, e>%ct ve October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The snails provided may be used for official communication with the Ionises. 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 available to the pubis. To determine if you are a licensee under Chapter 455, F.S., please ckk hem. Product Approval Auoeplca vecuritVM1.17ti1'.s Cue. tArFE of 3 9/18/2012 3:44 PM 56 114° MAX OVERALL FLANGE HEIGHT HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 84 MAX UNIT HEIGHT 49 13/16° GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ANCHOR SCHEDULE AND NOTES DESIGN PRESSURES & GLAZING SECTIONS 8 ALT. FRAME EXTRUSIONS & BILL OF MATERIALS INSTALLATION DETAILS 1 2 3 4 5 6 -7 O 75 1/4° MAX. OVERALL FLANGE WIDTH L4 MAX. UNIT WIDTH 3a 1f2^ MAX. BASH WIDTH t°o "O/X" & "X/O" MAX. SIZE DESIGN PRESSURE RATING 360 Line A. Tianet, P.E. 47 1/4° GLASS DLO 50 9/16" MAX SASH HEIGHT 2011-12-07 11:43-05:00 PROPRIETARY AND CONFIDENTIAL 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWINO 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. pVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X' OR "X/0" 4. DESIGN PRESSURE RATINGS. - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E -1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E -1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. 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. AU. FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER "O/X", "X/O ": NCTL- 210 - 3671 -1,1A, 2, 2A, NCTL - 210-3433 -2, -2A (WATER) 9. SERIES / MODEL DESIGNATION HS-8200. 10. Ix OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4" X 1" LOCATED 4" FROM BOTH ENDS LUCAS A. TURNER, FL P.E. 68201 B UPDATED PER 2010 FBC A UPDATED PER NEW FBC REQUIREMENTS 111/09/2011 7/07/2008 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE ENERAL NOTES & ELEVATIONS SERIES:8200 7RAWN BY: MODEL: SCALE: PVC HORIZ. SLIDER REV, LETTER. - LARGE MISSILE IMPACT )ATE: ADE 3/16/2010 NTS JWG, NO.: CWS -157 B SHEET: 1 OF 7 6" MAX (TYP) 8° MAX (TYP) 14" MAX O.C. (TYP) 13" MAX O.C. (TYP) 3" - SEE NOTE 2 O X A ANCHOR LAYOUT - (FLANGE1 THRU FRAME (MASONRY OPENING) B 4" MAX. (TYP) 8" MAX. O.C. SEE NOTE (TYP) 4" MAX. (TYP) 8" SWEEP LOCKS ONLY ENGAGED MAX O.C. DURING HURRICANE. (TYP) LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. C ANCHOR LAYOUT - (FIN1 THRU NAILING FIN (W000 OPENING) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 8. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 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. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G =0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA(AAMA 100(FIN WINDOWS), FMNAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS). FMNAAMAIWDMA 300(EXTERIOR DOORS). zz PROPRIETARY AND CONFIDENTgI 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 B UPDATED PER 2010 FBC A UPDATED PER NEW FBC REQUIREMENTS 1131/09/2011 7/07/2005 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT SERIES: 7RAWN BY: 7ATE: 6200 ADE 3/16/2010 MODEL: PVC HORIZ. SLIDER SCALE: NTS 3WG. NO.: CWS -157 REV. LETTER: B SHEET. 2 OF 7 718" OVERALL 1/8" ANNEALED or TEMPERED 7/18" AIR SPACE 5118" LAMINATED 118° ANNEALED GLASS .050 DUPONT PVB INTERLAYER 1/5° ANNEALED GLASS GLASS TYPE A FULL SIZE PURFECT GLAZE "H" SIKAFLEX 552 1!2" GLASS SITE PROPRIETARY AND CONFRfENTAL 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING 18 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. 18 PROHIBITED. B UPDATED PER 2010 FBC LUCAS A. TURNER, FLP.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 74, .� p�."''OENS,''Q • P: / No 58201 ;gyp ` *: * : *.. • r.'2.; STATE OF :mow,+ 4•6,:c:4 ,SfNA. a0 O„ WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1131/09/2011 7/07/2008 TITLE: GLAZING - LARGE MISSILE IMPACT SERIES: 'DRAWN BY: ADE 8200 SATE: 3/18/2010 MODEL: SCALE: 1:1 PVC HORIZ. SLIDER REV. LETTER: 6' NO.: CWS -157 SHEET: 3 OF 7 SECTION VIEW A-A TYPICAL VERTICAL SECTION NOTE SHOWS FIXED GLASS CUTAWAY SECTION VIEW C-C ALT. FIN FRAME SECTION 8.9 DETAIL C (HEAD IMPACT HOOKS) OTE: ITEMS 23-28, 32,33, 41,42,45 E USED BUT NOT SHOWN FOR LARITY. XZ PROPRIETARY AND CONFIDENTIAL 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. h FRAME HOOK LOC. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A) B° FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3/4 °. C) INNER HOOK 3 718°'FROM EDGE OF MTO RAIL 2) SASH CATCH: A) 2 -1/2° FROM SASH CORNER TO EDGE OF CATCH, B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3/4°. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114 °. B UPDATED PER 2010 FBC 11/09/2011 LUCAS A. TURNER, FL P.E. 68201 A UPDATED PER NEW FBC REQUIREMENTS b7/07l2008 • • %ENSF.Q • 2_,"0 •• ∎• v ,Z, WDWSARS • No 58201 :;1 A 1900 SW 44TH AVE. * : * S * 1 OCALA, FLORIDA 34474 .9 ▪ STATE OF ,•+u: TITLE. SECTION VIEWS & ALT. FIN FRAME - LARGE MISSILE IMPACT e SERIES: 7RAWN BY: 'DATE' ,$4�E`. ▪ •'< O R''': ' Mooeu 8200 SCALE: ADE yWG. No.: 3/16/2010 • I,v;9iONA i Et e4, PVC HORIZ. SLIDER A� LETTER: NTS SHEET: CWS -157 8 4 0F7 Item 1 2 3 4 s 6 7 8 9 10 11 12 13 14 13 16 17 18 20 21 23 24 25 26 27 28 29 30 32 33 34 Part # Description Vendor Materials 14.6031 Main Fr., SH, w/Flg., PVC, Head Micron Rigid PVC 148031 Main Fr., SH, w/Fig., PVC, Si II Mean Rigid PVC H-6031 Mtn Fr., SH, w/Flg., PVC, L Jb, Micron Rigid PVC 146031 &Din Fr., SH, w/FRg., PVC, R Jb. Micron Rigid PVC H-1836 Meat Ralt, Fxd. Keymark Aluminum H-1497 Rteht, Sash Meet Rail Keymark Alun4num H-1699 RaIn!. Sash Pub Rail Keymark Aluminum H-6004 Sash Top/Bot Rail Noon Rigid PVC H-6027 Sash West Ran, PVC Micron Rigid PVC 14&028 Sash Side RaI Micron Rigid PVC 5.1498 Refl. S.B.R/S.T.R, Horst. Keymark Aluminum 8-1556 Sash Catch Keymark Merin m &1577 Frame Catch, Head Keymazk Aluminum S-1776 Roller, track Keyr ark Aluminum 6-6013 Scm Adapt, w/tdb, Hartz. Micron Rigid PVC 5.6014 Scrn. Adept,Vert ?Akron Rigid PVC 543083 Meet Rail Cover Mcon Rigid PVC 84084 Glaze Bead Micron 5-1112 Glazirre Bead Keymark Riglo PVC Ahar#num P-3010 Bulb Vinyl wl Rigid Base, .350 High Amesbury P-3029 Screen PuOTab Maley Steel P -3033 Screen Spring, SS Fla Screen Stainless Steel P-3113 Screw Support, PVC Team Plastic Rubber P-4838 #8 x 21/2" Pi TRUSS SMS @ tg rail Fastenal Steal P-3118 Keeper, Sweep Lock Sulrvan Zinc P-3168 Roller, Tandem M&M Nylon P-3218 Screen Frame Aimetel Aluminum P -3228 Screen SpMe, .155 Oa., Bk Dapa P-3321 Screen Frame Corner Key Magnolia Nylon P-3342 Seam Sealer, Sla 5504 Schnee Shoe P-3352 Set. Bic, 85 Dz., 118" x 5 /8"x2" Lg. Frank Lowe Rubber 35 P-3429 W stp:, 0.270 x .187 back FlnSeaL Gray Ultrafab 36 37 38 Rafect Glaze "H', SreFlex 652 Henkel / Sloe P-3511 #8 x 5/8" Pan Sq. MK, Wt. Fastened Steel P-3541 #8 x 1/2" Screw , Frame Impact Catch Fostoria] Steel 39 P-3559 #8 x 3/8" Screw , Frame hnpact Catch Fastenal Steal 40 41 42 43 44 45 47 48 49 50 51 52 53 54 P-3581 Screen Cloth, 18 x 18 Fiberglass Potter Fiberglass 1-3813 CANS LbL (logo) P-3738 1$ -8200 Gold Cert. Label, NFRC Tab, h'pect 83752 Cap Rug, 1/2" Iloia M&M Nylon P-3783 Lock trpect hterlock Zinc P-3881 Temporary LbL (NFRC/DP) P-4051 #8x 1 1/4" Ph FHTHl, Wit Fastenal Steel P-4069 Keeper, Impact Sullivan Zinc P.4479 Weep Cover w/ Hap Nylon P-4632 Sweep Lock Sullivan Zinc 1-4833 1/2" Barrel fastener Festered Steel Glass SESHEET3 146026 Main Fr., SH, w/FN. Cardinal &Boon Cardinal Rigid PVC P-3429 %Dip., 0.420 x .187 beck FinSeal, Gray Utrafab pOTE: ITEMS 19, 22, 31, 48 ARE I OT USED IN THIS PRODUCT. PVC SASH MTG. RAIL-6027 PVC FRAME FLANGE8031 0 5.000 0 PLAN VIEW 1 8/16" 1/18" 7/8° L___ ALUM. FRAME IMPACT HOOK -1577 PVC FIXED RAIL COVER .6063 PVC FRAME FIN-8028 1/18° 3148" � 13/4" 1---- ALUM. S.B.R./S.S.R. -1498 1/18° L ALUM. SASH IMPACT HOOK 1666 O O PLAN VIEW I'7 /8"1 9/t ALUM GLAZE BEAD.. 1112 PALL ALUMINUM EXTRUSION ARE 6083 -Tel PROPRIETARY AND CONFIDENTIAL 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC SASH TOP/BTM RAIL-6004 ALUM FOXED RAIL -1838 ALUM. SASH MTG. RAIL -1497 ALUM. SASH REINF. -1899 LUCAS A. TURNER, FL P.E. 68201 6/te” 1/2° 1/18° SASH CORNER, CONSTRUCTION CORNER WELD (ALL SIDES) FRAME CORNER CONSTRUCTION FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME PVC SASH SIDE RAIL •0028 PVC SCREEN SUPPORT - 8014 1 1/4° 1/18" 7/18° PVC SCREEN CATCH -6013 ALUM. ROLLER TRACK -1778 r -3 1 SCREW SUPPORT -3113 B UPDATED PER 2010 FBC UPDATED PER NEW FBC 11/09/2011 09/2011 A REQUIREMENTS 1)7/07/2008 r „W+l,�ar rr v : No 58201 aSTATE OF .� r[t� + r 1900 SW 44TH AVE. OCALA, FLORIDA 34474 "r1 • ' EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT SERIES:82130 RAWN BY: ADE 7ATE: 3/16/2010 MODE' PVC HORIZ. SLIDER SCALE: 1:2 Wb' No" CWS -157 REV. LETTER SHEET' 5 OF 7 CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS 21/Z MIN. EDGE DIST. ICl LU4_ MIN EMBEDMENT (C) • 0. •s• O• • s. •O • O. • O• 0. • . • s • s• • O• • EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS dnln j u pt l'.'7---t —:I (I.i frii �fI� �! ' ,•,; 1/4" MAX SHIM ■ F∎at !I i— lel ME sal._ illi WIN SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW. W/ WASHER THRU SCREW SUPPORT IC] 1 BY WOOD BUCK SY OTHERS (A) 1 /4" MAX SHIM (B1 INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW W/ WASHER THRU SCREW SUPPORT (C) 1 BY WOOD BUCK BY OTHERS (A] 1/4" MAX SHIM (BI 1/4° MAX SHIM IBI BOTTOM SWEEP LOCK ACITVATED ONLY DURING HURRICANES. 21/2' MIN. EDGE DIST. (C) (Cl INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT (C) SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS •••• .s.£ O.O. O• • ••• O O • P ' •• .• O O ••O O • oR• 0• • aO • O••: .:. P•00. .s •O+O• • •• • O • O •O •• � • •O • tO•p O • •O• CONCRETE/MASONRY BY OTHERS O8 VERTICAL SECTION FRAME (MASONRY) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS 1 114' MIN EMBEDMENT (C) 21/2" MIN. EDGE DIST. ITYP) PERIMETER SEALANT BY INSTALLER — EXTERIOR FINISH BY OTHERS 0 HORIZONTAL SECTION FRAME (MASONRY) SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS SEALANT BEHIND FLANGE BY INSTALLE PERIMETER SEALANT BY INSTALLER 13/8 MIN. EMBEDMENT [D] 7/8" MIN. EDGE DIST. ID) INSTALLATION ANCHOR, 010 WOOD ANCHOR. W/ WASHER THRU SCREW SUPPORT (D) 2 BY WOOD BUCK BY OTHERS. (A] SEALANT BETWEEN BUCK AND OPENING BY OTHERS ()HOR()HORIZONTAL SECTION IZONTAL (WOOD) INSTALLATION ANCHOR, 3118° DIA MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT (Cj SEALANT UNDER SCREW HEAD BY INSTALLER CONCRETE/MASONRY BY OTHERS OO8 ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) z�. PROPRIETARY AND CONFIDENTIAL 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E 58201 •,'P ,' ,,,, Sri ,S • <.,CEN3F•.�iyri rr v No 58201 • ,�7s *; * ; *E • S9• . STATE OF •44: :414/ CifligteC:s. 1/4° MAX SHIM (Bl i1L4 MIN EMBEDMENT [C] 2.i12. MN. EDGE DIST. (C) EXTERIOR FINISH BY OTHERS OTE: HEAD AND JAMB IMILAR FOR 25Y INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 113) SEE NOTE 283, SHT 2 (C] SEE NOTE 4, SHT 2 ID) SEE NOTE 8, SHT 2 LE) SEE NOTE 8, BHT 2 B UPDATED PER 2010 FBC 11/09/2011 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT SERIES:8203 7RAWN BY: ADE 7ATE: 3/18/2010 MODEL: PVC HORIZ. SLIDER NTS CWS -157 REV. LETTER SHEET: 8 OF 7 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS 1 1/2° MIN. EMBEDMENT (El SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER INSTALLATION ANCHOR. 08 WOOD SCREW aA WASHER. [El PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY INSTALLER • PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS [AJ MIN EDGE DIST (EI 1/4° MAX SHIM IBl 1/4° MAX SHIM [8J CDVERTICAL SECTION 7 FIN (WOOD) .1144 MIN EDGE DIST (El 2 BY WOOD BUCK BY OTHERS [AI INSTALLATION ANCHOR, 08 WOOD SCREW Wd WASHER (El 2 BY WOOD BUCK BY OTHERS (Al INSTALLATION ANCHOR, WI WOOD SCREW ad WASHER (E1 1144 MIN EDGE DIST [E7 1/4" MAX SHIM [8J 1 1/2° MIN. EMBEDMENT (EI SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS r SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) PROPRIETARY AND CONFIDENTIAL 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, IN ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 55201 WINDOW WRAP BY INSTALLER REFERENCE NOTES: (Al SEE NOTE 10, SW 1 [BJ SEE NOTE 263, SHT 2 ICI SEE NOTE 4,SHT2 [DI SEE NOTE B, SHT 2 tEl SEE NOTE S, SHT 2 B UPDATED PER 2010 FBC 11/09/2011 A UPDATED PER NEW FBC REQUIREMENTS 7107!2008 ............... ,,� GQ '4C5 'nasF;�P2•, No 58201 • "P E *; * * ri 2-D aE 191. STATE OF .444 14'Agr WINDOWS & DOORS 1900 SW 44Th AVE. OCALA, FLORIDA 34474 TITLE: INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT SERIES: -DRAWN BY: -DATE: 5200 ADE 3H8/2070 MODEL: PVC HORIZ. SLIDER SCALE: NTS . WG. NO.: CWS -157 REV. LETTER: B SHEET: 7 OF 7 p 7I7 -71x37 Miami Shores Village 4VDPROVED BY 6VNING DEPT BLDG DEPT DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL Frl ATI- AND COUNTY RULES AND REGULATIONS ,s1 D IV 41) IL16 kvs.0 D C�nRpGr 71 x 3� sAfx- 3c)s/-34 Licae 5z5 4`E. 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