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WS-07-422Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171200 Permit Number: WS -3- 07-422 Inspection Date: March 16, 2012 Inspector: Bruhn, Norman Owner: DEUSCHEL, HERBERT Job Address: 847 NE 99 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 1132060340130 Building Department Comments REPLACEMENT OF FRONT DOOR Passed �' Inspector Comments CREATED AS REINSPECTION FOR INSP - 42098. MISSING N.O.A FOR DOOR AND COMPLETE PERMIT. JR foL Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 16, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Miami Shores Village 0566_1_ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NA___V422 Permit No. Master Permit No. BUILDING RE PERMIT APPLICATION MAR 0 6 2007 FBC 2004 BY. Z-1% Permit Type (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) SCmZ► Phone # 3o 4 74/ - a/ Owner's Address glit#2 46 giam City 4Yy)f__S#7 State Zip 33L J Tenant/Lessee Name Phone # Job Address (where the work is being done //C. City Miami Shores Village County Miami -Dade Zip ✓3/ FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's Address p NO )C Phone # City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ❑New Repair/Replace C] Demolition Describe Work: _REV ., f,lc: Lei ; !Xy-1 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees*************** * * * * * * * * * * ** * *** * **** * * * * * * * * ** Submittal Fee $ Permit Fee $ j f ® //(� ° CCF $ I •20 CO /CC Notary $ rr Training/Education Fee $ 0 ",� ```DO �) Technology Fee $ 2 `� Scanning $ ( Q Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ [,20 "(.LJ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip M of ender ?M�Tam�(y� applicable) 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 Owner or Agent The foregoing instrument was acknowledged before men this The foregoing instrument was acknowledged before me this day of Carte, %) , 200 7 , by +{et` Icy &v54742 , day of , 20 , by Lwho is personally known to me r who has produced 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. NOT Y PUBLIC• NOTARY PUBLIC: Sign: ( `1 Ll/(i(iLu Sign: - & cr c i Gr 1SCuePrint: Print: ,of Meryl Blair Handwerker- My Commission Expires: S vasquez WM1 Expires September 23, 2007 Signature Contractor My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEME NAM > , / , 4 L • DATE: S/�.etv ADDRESS: oF+4 % 4/6"" 9'9 - ,9ree,- ,off, eons .9,313,) De 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 exemption 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 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 trust 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 hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application 3. :I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I 'understand that the building official and inspectors are not there to design, alter or give advice on how to meet code - only if the structure meets the minimum code. Initial _ 5 I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial L 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I. understand that if any .person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this a& day of 3-t' ea 20 07 Byr° BSc. Z who was personally known to me or who has Produced there License or as identification. tl' AvoN r Handwerker • 1,101 My Commission DD220403 Expires September 23, 2007 W � CD LA 1 5 LetivA- //lie/1w F� 3i13g bzd _ - - `'Xgo" bediutvcrwt 1-/6" •••• • • • •••• • • • • ••••• • ••••• ••• • • ••• •• • ••• • T.- •• • • ••• •• •• • •••• • • •••• •••• • •. •. • •• ••• • • • • • •••• • • • • • .• • • • •••. • • • • • • • • • • • • • ••• • • • • • .. isoC Nang co og ll ZONING Cori IPERMIT#: Ve1S 4a.. 1 o 1 5 LetivA- //lie/1w F� 3i13g bzd _ - - `'Xgo" bediutvcrwt 1-/6" •••• • • • •••• • • • • ••••• • ••••• ••• • • ••• •• • ••• • T.- •• • • ••• •• •• • •••• • • •••• •••• • •. •. • •• ••• • • • • • •••• • • • • • .• • • • •••. • • • • • • • • • • • • • ••• • • • • • .. isoC Nang Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 3 7,/u& 'q g % Permit No. 0 7 V Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 1D or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No (+) PSF ( -) PSF ( +) PSF ( -) PSF / D®olZ a j.®®3.4ve7 'e, 4 5C6 3b ye i0 'J ES NO AJa. • - •... • • • • • • • •••• •• • • • • • • •• •• • • • •••• • • •••• •••• • • • •• •• • • •• • • • • • • • •••• • • • • • • -• -- .- . ••• • • • •• • • ••• • • • • • • • • • • • • • • • • •. • • ••• • • • • • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • ••• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • • • ••. • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • •• ••• •• • NOTICE OF ACCEPTANCE (Nt�A; • • M1AM1 -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Condoor, Inc. 7190 Coral Way Miami, FL 33155 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 ART may ;immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reseirves:the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division-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 coinply with the..High .VelocityHurricane • Zone of the Florida Building: Code. • • • - • DESCRIPTION:• Series 5001 Out-'Swing Decoratrv• Glass S•ingke- Liglrt Wood•.Fteneh •Bobo • , APPROVAL DOCUMENT: Drawing No.- 99 -01; titled "FBMA• Seres.50Q1 Wood Door ",-sheets 1 through 3 of 3, prepared, by Mfr.; dated 12/12/99, bearing the Miami- Dade_County Product Cogtrol .Approval stamp with the Notice of Acceptance number arid - approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's•namc or Logo, city, state 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 ofNOA. 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 renews NOA # 99- 0316.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 0318.07 Expiration Date: April 16, 2007 Approval Date: May 07, 2002 Page 1 • • •.• • • • ••• •• •• • • • •• •• • • • • • • • . • . • • • • • • • • • 1 3/4 FRO�NT�••E- NTRANCE DOORS (EXTERIOR) - MODEL 5001 • ••• • •• • ••• • • • • • • MAXIMUM PANEL WIDTH 36" • • • • •••• • • • • • • • • • • • • • • • • • • • • Minimum Dimensions • • • Stiles • top rail 4-1/2" Lock rail 7 -1/2" Intermediate rail & mullion 2 -1/8" • • ••pttom • Bpttom: rail 9 -3/4" • • •Ptttelt• Raised . 3/4" •• • • • 17-7 Q 1 Louisiana ✓ .Mia.wi Chantilly 0 Carmen 1 IN Virginia J -,r k r Illinois J Indiana / California J Louisiana III 0 v Kansas ✓ Krisa C - 1 ,/. • / i> • 4 Krisa Maritza i New York ' Susana / Approved as complying with the Florida Holding Code Date 04-- Jb - 07 NOA# 02- 03 /B. 07 Miami Dadc Product Control DI on By Drawn by: J. Hermoso Date: 12/12/99 Revisions: Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WQOD DOOR Page 3 of 3 C Maritza i New York ' Susana / Approved as complying with the Florida Holding Code Date 04-- Jb - 07 NOA# 02- 03 /B. 07 Miami Dadc Product Control DI on By Drawn by: J. Hermoso Date: 12/12/99 Revisions: Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WQOD DOOR Page 3 of 3 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • ••• • • DOOR •.ANt7.FRAME- SYSTEM • ••• • •• • ••• • • • •. • ITEM 1 • • DESCRIPTION • • STILE AND RAIL CONSTRUCTION • • • • • • • • • • • • • • • • • • • • •_• • 6 111 1 DOOR MODEL 5001 – MANUFACTURER(S) W000� ROGUE VALLEY OR EQUAL WITH NOA 2 1JR300 T– ASTRAGAL WITH (2) 1/8' SCHED 40x.8-1/4" LONG STL PIPE SLEEVES TO CLEAR 13. WITH GLUE. 7/16 X 2' STAPLES 15 OC, & (16) j6 X 2' FHWS•(4 SA SIDE .OF SLUEEVE1.•WFi.2$l STRIP – SCHLEGEL jQOS -650 3 12" DQENSKON FLUSH BOLTS – QUALITY MFG 11358 1.1/411 $ 1'1- tZ'2'•t4 SAE MIAOW W/ 3/4' ROW AT ASTRAGAL AT TOP AND BOTTOM. 0.077' THICK BRASS STRIKE AT•FR.M4 HEA9ER. pN� DOOR AT UPPER CONCEALED FLUSH BOLT. THERE ARE NO STRIKES AT THE BOTTOIPOF •DOORS.•THE•LOCKS• HOLES DRILLED INTO THE ALUMINUM THRESHOLD. 4 SINGLE SURFACE DEAD BOLTS – MFR & MODEL 1 1 KWIKSET 1666 4R SCHLAGE 19180N WITH A M00IFIED MA.G. ENG. 1.00K REINFORCER 120 –PB (1) 0 2 -3/4' FROM TOP 8r BOTTOM OF ACTIVE LEAF. 0.062 THICK BRASS SURFACE STRIKE WITH A CONCEALED 0. 120- THICK STEEL PLATE F EINFORCEMENT. O o` — ...... ! CENTER • •• :• • OF ••• 0. 050" THICK BRASS STRIKE AT OPPOSITE SURFACE. KWIKSET 1200E @N2 SOILAGE 1ETON 6 SINGLE CY[JNDER DEAD BOLT – MFR & MODEL 1. (CENTERED ABOVE PASSAGE LOCK). 0.062" THICK BRASS SURFACE STRIKE W/A CONCEALED 0.120" THICK STEEL PLATE REINFORCEMENT. KWIKSET 1660 FOR SCHLAGE 18160N (12') _ (5.5') 7 4' X. 4" .B.U.T.T .HINGE. WITH. SAFETY ,STUD..- HAGER. 1_1.a43.0ft..PENR.0.0. 1MH40AUAC:_,. C 6 r3/4' AN0..84' . FROM TOP OF 2-1/2" SCREWS – TO DOOR: (4) 19 X 3/4' FHWS. TO JAMB: (3) j9 j(3/4"--FHWS 8 4' X 4- BUTT HINGE• – HAGER 11841 OR PENROD 1WH40AUWS. CENTER 31 -3/4' ANb 58" FROM TOP OF DOOR. SCREWS – TO DOOR: (4) 19 X 3/4 FHWS. TO JAMB: (3) 19 X 3/4' FHWS & i(1) 19 X 2 -1/2" FHWS. 9 THRESHOLD – MODEL 1JR100 (DEPTH X NOSE HEIGHT) WEATHERSTRIP – SCHLEGEL MODEL 1 2 -1/2 X 1 -1/8" 2 -1/2/ X 7/8' 3' X 1 -1/8" 0005 -650 OR j00S 650 DR jQEB -928 •10 FRAME – 1 -1/4- X (W000) 4 -9/16" OR 5 -1/4" RABBETTED AND KERFED FOR WEATHERSTRIP. EACH CORNER WAS CAULKED ANO ATTACK WITH (3) 3/4" X 2" LONG GUN DRIVEN STAPLES. WEATHERSTRIP – SCHLEGEL 1QDS -650. 11 HEAD PLATE TO MATCH FRAME – WITH 3/8" 3 PLY PLYWOOD ATTACHED WITH GLUE & 3/4" STAPLES 1" TO 1 -1/4' FROM EACH EDGE .& 8 -3/4' (AVG) 0.C. AND (3) STAPLES PER JAMB. • WEATHERSTRIP – SCHLEGEL MODEL 1 [ iQOS -650 OR QE8 -928 12 2- X 3" X 0. 007" VINYL. FLAP GLUED TO BOTTOM OF ASTRAGAL_ . 13 FRAME SCREWS TO 2X 1400D Q1.101. - 110•X.,2 -1/2'_ FHWS. 6' FROM CORNERS .& 24" DC (MAX). FRAME JAMBS AND 0 HEAD 6' FROM CORNERS AND 20' O.C. MAX. 13o. ..z ...... FRAME SCREWS TO MASONRY – 3/16" FH TAPCONS W/ 1 -1/4' MIN. ENBEDMENT INTO MASONRY. „SP.AOINC .1S SAJAE_ A.1_.A0KIVE. .. _ a.– .... .y. :... 14 PEMKO 1588 SELF AOHESNE WEATHERSTRIP AT OUTSIDE EDGE AT TOP OF BOTH DOQRS. ; PEMKO 1588 AT OUTSIDE EDGE AT LOCK STILE OF ACTIVE DOOR. 15 PEMKO 1345AV RAN DRIP & SWEEP ATTACHED W/ 16 X 5/8' RHSMS 0 6' 0.C. 16 PAD/DNERTER AT BOTTOM OF EACH J•IB. 1' X 2' X 3/16' PAD /ONERTER AT BOTTOM OF ASTRAGAL SELF ADHESIVE PILE PAD, • 17 3/16' THICK TEMPERED GLASS • 18 3/8' HIGH X 5/8" WIDE OVOLO W000 MOLDING ALL AROUND FASTENED USING 3/4' LONG X 3/16" WIDE CROWN GUN –DRIVEN WIRE STAPLES SPACED AT 3" 0.C. ITEM #9 J —R #100 THRESHOLD WOOD & ALUM W /QDS WEATHERSTRIP 2.5" OR 3" (1) 110 X 1" FHWS 2" FROM EACH END AND 10" OC (SIX TOTAL) (1) 110 X 2 -1/27 FHWS. 4 -1/2" TO EACH SIDE OF CENTERUNE (TWO TOTAL) LUMBER 1.75" W000 PORTION 1.0' OR 1 -3/8" .25(-771 (1) 110 X 2.5" FHWS AT CENTERUNE (1) 12" TO EACH SIDE, AND BALANCE 10" OC (SEVEN TOTAL) MINIMUM EMBEDMENT 1.0" ALUMINUM EXTRUSION 20' MAX. —B 6' (w.) 20" MAX. L c) ® 9- 6" MAX. (T)P.) T 13 24' 0.C. MAX. () L3 CLEAR GRADE DOUGLAS AR OR EQ. 14 0 0 I_ V O O - L 8 O 15 6" (rP•) 75 ' MAX.' WIDTH..•. ITEM #2 J —R #300 ASTRAGAL W/ SLEEVES & KERFED FOR WEATHERSTRIP 2.875" 2.50' 1/8" X 3/8" KERF 1' A –B MARINE 9 –PLY PLYWOOD (2) EACH 3/8' SCHEDULE 40 STEEL PIPE SLEEVES 8 -3/4" LONG BORED TO CLEAR THE FLUSH BOLT. (1) AT EACH END OF THE ASTRAGAL. 6" MAX. 13 T 24' 0.C. MAX. (TYP.) 13 I e� f 38 1/4" MAX WIDTH DESIGN PRESSURE RATING +48.3 PSF —58.5 PSF THESE DOORS REQUIRE MIAMI DADE COUNTY APPROVED SHUTTERS. Approved P5 coi tplying with the Florida 11ni /lino rode Date 04 -16-07 NOA!J Q2 -O3t R .0'7 Miami Dade Product Control Divi sion By, Drawn by: J. Hermoso Date: 12/12/99 Revisions: Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR © 0 O o` o ©. • © © 6" MAX. 13 T 24' 0.C. MAX. (TYP.) 13 I e� f 38 1/4" MAX WIDTH DESIGN PRESSURE RATING +48.3 PSF —58.5 PSF THESE DOORS REQUIRE MIAMI DADE COUNTY APPROVED SHUTTERS. Approved P5 coi tplying with the Florida 11ni /lino rode Date 04 -16-07 NOA!J Q2 -O3t R .0'7 Miami Dade Product Control Divi sion By, Drawn by: J. Hermoso Date: 12/12/99 Revisions: Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR • • •.• • • • •.• •• .• • • • •. •. • • • • •.• • • • • • • • • • .•• • • • • • • • • •• • ••• • .• • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •••. . . . . • . • • • • • • •• • • • •• .•. .. • • • • • •• • • • • • •.• •. MAXIMUM -___ 38 1/4" 1/4" MAX. BLOCK OR CONCRETE MIMM.UM - MINIMUM EMBEDMENT EMBEDMENT 1" .- 1 SECTION C -C MAXIMUM WIDTH 75" 1/4" MAX. BLOCK OR CONCRETE M NIMUM EMBEDMENT 1" SECTION A -A MINIMUM EMBEDMENT 1" — 2 X WOOD BUCK 1/4" MAX. EXTERIOR •• • O. • . • •4 SECTION B -B MAX. HEIGHT 97 1/4" ----I 1.6875" I--- s< 1 1H33 330E mwun Of 0009 ITEM #4 LOCK REINFORCER BY .M.A.G. ENG. MODIFIED Approved as complying with the Florida Bidding Code Date 04^ /6-07 NORM 09 - 0318 . n7 Miami Dade Product Control btu (lion Drawn by: J. Hermoso Date: 12/12/99 Revisions: Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR PnnA 9 of # SIZE PRODUCT S DP REQ. PRODUCT DP VENDOR STYLE NOTES 1 38 X 39 FL6890_R3 46.5/ -50.4 60.0/ -60.0 CWS CASEMENT VINYL FRAME / LOE366 IMPACT 2 74 X 63 FL12248 46.5/ -62.2 60.0/ -75.0 CWS HS 3 74 X 63 FL12248 46.5/ -62.2 60.0/ -75.0 CWS HS 4 74 X 63 FL12248 46.5/ -62.2 60.01-75.0 CWS HS 5 74 X 63 FL12248 46.5/ -62.2 60.01 -75.0 CWS HS 6 74 X 63 FL12248 46.5/ -62.2 60.0 / -75.0 CWS HS tGr6jrj 7 74 X 39 FL7067.1 44.4/ -58.0 60.0 / -60.0 CWS HS � re6 • 8 74 X 39 FL7067.1 44.4/ -58.0 60.0 / -60.0 CWS HS ecire $ 9 54 X 51 FL7067.1 45.2/ -59.8 60.0 / -60.0 CWS HS 10 38 X 39 FL6890 R3 46.5/ -50.4 60.0 / -60.0 CWS CASEMENT WHITE INNER LAYER 11 111 X 51 FL7067.2 46.5/ -50.4 60.0 /-60.0 CWS HS - XOX 11 '44 eti 0:7-0404.03 S14/4AD.5 . ANa„r, ‘04(18196 WA 8 rC BEDROOM MICHAEL COMPO 138 NW 109 STREET. MIAMI SHORES, FL. 33168 786- 266 -2937 CS 11 KITCHEN ITY BATHROOM FRONT DOOR G rest, BEDROOM J 1 BEDROOM L ,! •S` acres ViTh BY 1 DATE D!1 DEPT SUbJECT CO COMPLIANCE WI 11--i ALL FEDERAL .A7 FT- riLLES AND REGULATIONS J 1 NOV 2 1 2011 y BY: 0,-- 060cif 1'3 2007 FLORIDA BUILDING CODE WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE 7-05 FOR BUILDINGS WITH MEAN ROOF HEIGHT OF 60 FEET OR LESS DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 4 ") Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 15 r 46. 9 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 L.-.547,04 -49.2 -48.3 - 47.6 - 47.1 - 46.6 - 46.2 -45.9 -45.5 16 .1 45.9 45.0 44.3 43.7 43.3 42.9 42.5 42.2 -51.1 - 49.8 -49.0 - 48.3 - 47.7 - 47.3 - 46.8 - 46.5 -46.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 -51.7 -50.5 -49.6 - 48.9 - 48.3 - 47.9 - 47.4 - 47.1 -46.8 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -52.4 -51.1 - 50.2 -49.5 - 48.9 -48.4 - 48.0 - 47.7 -47.3 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 -53.0 -51.7 -50.8 -50.1 -49.5 - 49.0 -48.6 - 48.2 -47.9 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 -53.5 -52.2 -51.3 -50.6 -50.0 - 49.5 - 49.1 - 48.7 -48.4 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 -54.6 -53.3 -52.4 -51.6 -51.0 -505 -50.1 - 49.7 -49.4 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 53.0 51.6 50.6 49.8 49.2 48.7 482 47.8 47.4 -57.5 -56.1 -55.1 -54.3 -53.7 -532 -52.7 -52.3 -51.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -59.1 -57.7 -56.7 -55.9 -552 -54.7 -54.2 -53.8 -53.4 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -61.3 59.8 -58.7 -57.9 -57.3 -56.7 -562 -55.8 -55.4 ao 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -63.2 -61.7 -60.6 -59.7 -59.1 -585 -58.0 -57.5 -57.1 as 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 - 64.4 - 62.8 - 61.7 - 60.8 -60.1 -59.6 -59.0 -58.6 -58.2 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -65.5 -63.9 - 62.8 - 61.9 - 612 - 60.6 -60.0 -59.6 -592 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 - 66.5 - 64.9 -63.7 - 62.9 - 62.1 - 61.5 - 61.0 -60.5 -60.1 60 622 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 - 67.5 - 65.8 -64.7 - 63.8 - 63.0 - 62.4 - 61.9 - 61.4 -61.0 DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ") Emma T. Mellinger, P.E x600 S. Federal Highway. 4207, Pompano Beach, FL33062 (954) 784 -6991 (954) 7815708 far e anaacres.com Mean Roof Bright Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 15 45 44.4 43.7 43.1 42.7 42.3 41.9 41.6 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 16 44.3 43.7 43.3 42.9 42.5 422 -63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 - 63.9 -61.4 -59.6 -58.2 -57.1 -56.1 -55.3 -54.5 -53.9 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 432 - 64.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 - 65.4 - 62.8 -61.0 -59.6 -58.4 -57.4 -56.6 -55.8 -552 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 442 -66.1 - 63.5 - 61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 - 67.4 - 64.8 - 62.9 -61.4 -60.2 59.2 -58.4 -57.6 -56.9 24 51.3 49.9 49.0 482 47.6 47.1 46.7 46.3 45.9 68.7 66.0 64.1 62.6 61.4 -60.3 -59.4 -58.7 -58.0 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 - 69.8 -67.1 -65.1 - 63.6 - 62.4 - 61.4 -60.4 -59.6 -58.9 53.0 51.6 50.6 49.8 492 48.7 482 47.8 47.4 -70.9 -68.2 - 662 - 64.6 - 63.4 - 62.3 -61.4 -60.6 -59.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -72.0 - 692 -67.1 - 65.6 - 64.3 - 63.2 - 62.3 - 61.5 -60.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -73.0 -70.1 - 68.1 - 66.5 - 652 -64.1 -63.1 - 62.3 -61.6 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -73.9 -71.0 - 68.9 - 67.3 -66.0 - 64.9 - 64.0 -63.1 -62.4 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -74.8 -71.9 -69.8 - 68.1 - 66.8 - 65.7 - 64.7 - 63.9 -63.1 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -75.7 -72.7 -70.6 - 68.9 - 67.6 - 66.5 - 65.5 - 64.6 -63.8 ao 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -76.5 -73.5 -71.3 - 69.7 - 68.3 - 672 - 66.2 - 65.3 -64.5 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 522 -78.0 -75.0 -72.8 -71.1 - 69.7 -68.5 - 67.5 - 66.6 -65.8 as 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -79.5 -76.3 -74.1 -72.4 -71.0 - 69.8 -68.8 - 67.9 -67.1 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -80.8 -77.6 -75.4 -73.6 -722 - 71.0 -69.9 -69.0 -682 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 General N. 1 These tables are not valid as a site - specific drawing 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. JOB SITE LOCATION: WIND SPEED =146 MPH. EXPOSURE "C" These tables are valid for the following conditi only: 1 Wind Speed (3- second gust): 146 mph. 2 Building Category: II (General Residential and Commercial Construction). 3 Importance Factor: 1.0 4 Exposure Category: C 5 Topographic Factor (Kzt): 1.0 (Flat Terrain) 6 Directionality Factor (Kd): 0.85 For situations requiring Kd=1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Gcpi: +- 0.18 8 Enclosed Building Consult an Engineer f anv other conditions instructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or 3 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 4 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 5 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the neat smallest table value. lithe tributary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tri rotary area 7 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as refered to above, shall be calculated as 10% of the minimum building width, but not less than 3 9 Read the worst case positive and negative design pressures for use as required by governing building Emma T. Mellinger, P.E. ao,FL P.E. # 549 Date: September 7, 2010 Florida Building Code Online file: / / /C: /Users /Jovan- Mac/Dropbox/Company Files/Product Approvals... All Interests Busines) Professiona Regulation Login Sign up S save your favorites a• &CIS Home Log In User Registration ! Hot Topics Submit Surcharge State & Facts Publcatbns FRC Staff RCS Sae Map ' links ; Search Lk =_eisr airtOcs dy. a yo P(nirly. 1 of 3 Product Approval USER: Public User Product Aoerovai Menu > Product or Appgg ion Search > Apea atbn L t > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralnh@cws.cc Windows Casement Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL6890 R3 COI 510489A (Eval Rep CA -8400 Impact).Pdf Referenced Standard and Year (of Standard) Standard Year AAMA/101 /I.S.2 -97 1997 AAMA/WDMA/101 /I.S.2/A440 -05 2005 ASTM E1886-02 2002 10/31/2011 11:51 PM Florida Building Code Online file: / / /C:/ Users /Jovan- Mac/Dropbox/Company Files/Product Approvals... ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/19/2008 12/29/2008 01/08/2009 02/03/2009 4 FL # I Model, Number or Name Description 6890.1 i 8400 Vinyl Casement 8400 Vinyl Casement (Impact w /heat strengthened glass). 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: 8400 Vinyl Casement (Impact w /heat strengthened glass) Large Missile, DP = +/- 67.5 psf, 37x72, laminated glass will have DuPont's interlayer when used in HVHZ. Installation Instructions FL6890 R3 II CWS -161A (CA-8400 ImDact).odt FL6890 R3 II DuPont PVB NOA 05 -1208 02.Ddf FL6890 R3 II Mikron NOA 06 -1220 01.0df Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 AE 510489A (Eval ReD CA-8400 Imoactl.odf .,- ,.�,..r.m.vi!L'i1L'Walia n.i: •. • Yes fygg 2 , 8400 Vinyl Casement 8400 Vinyl Casement (Impact w /annealed gia- Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant: Yes Design Pressures +60/ -60 I Other: 8400 Vinyl Casement (Impact w /annealed glass), Large Missile, DP = +/ -60 psf, 37x63, laminated glass will have DuPont's interlayer when used in HVHZ. Installation Instructions FL6890 R3 II CWS-161A (CA -8400 Imoact).0df FL6890 R3 II DuPont PVB NOA 05 -1208 02.vdf FL6890 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL68•0 R3 AE 51048•A Eva Re. CA -8400 I •� %^ Created by Independent Third Party 6890.3 1 8400' -- "` " -- ! Window '""` —''' -ent w/ heat strengthened glass. ,-- Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile, 40" x 63 ", DP = +/- 75 psf, (Impact w/ heat strengthened glass, PVB). Installation Instructions FL6890 R3 II CWS -240 (CA -8400 Impact 40 x 63).odf FL6890 R3 II DuPont PVB NOA 05 -1208 02.0df FL6890 R3 II Mikron NOA 06 -1220 01.00 Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 AE 511043 (Eval Rev CA -8400 Impact 40 x 63).odf Created by Independent Third Party: Yes 'Back] Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 The State of Florida B an ANEEO employer. Coovrbht 2007 -2010 State of Florida.:: Privacy Statement :: Accesstav Statement :: Rehm St•° iceman t Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a publ -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR'S ADA web accessibSty, please contact our Web Master at wabmacteredbor.atate Product Approval Accepts: CORM 2 of 3 10/31/2011 11:51 PM 731rr OVERALL HEIGHT CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN WI DIFFERENT OPTIONS) 33 1r4' MAX. OVERALL FLJIN00 MOTH 3r MT V 35' MAX SASH WIDTH 72' UNIT HEIGHT SLUE MAX SASH NSW HNC OtASS r GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED- OffiOSITE TABLE cr CONTENTS GENERAL NOTES & ANCHOR SCHEDULE & NOTES._. »_ ........ _....__2 D.P. CHARTS & GLAZING DETAILS... » »» . » 3 SECTION VIEW & ALT. EXTRUSIONS 3 LOX _„ . »_._. __ 5 INSTALLATION DETAILS- 3/1/4* VAX OVERALL WIDTH 3r UNIT WpTM 35 v3 MAX. SASH WIDTH MAX. 84 114* HEIGHT 83' LOOT H6GM 1�. MAX SASH HBGHT GLASS OLD RIGHT HINGED - SHOWN LEFT HINGED- OPP08TE GLASS DLO No IMPACT REOUIREMENT; 1. THE PRODUCT SHOWN HEREIN E DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BULDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4 DESIGN PRESSURE RATINGS (SEE SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND OtASS TABLES ASTM E1300 - POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E 1300 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8/8 FOR ANCHOR DETAIL 8. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. L REFERENCE TEST REPORTS: NCTL 21042741A . NCR 21832741 . NCTL- 2103276.1A N0112103278.1. 9. SERIES/MODEL DESIGNATION CA8400. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING 19 THE RESPONSIBILITY OF TIE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X ■ OPERABLE SASH A I UPDATED PER NEW FBC REQUIREMENTS 107/07108 e 'af 1 S.W. 44TH AVENUE I£ ILA, FLORIDA 34474 • �( ;�` 11 NOTES & ELEVATIONS -LARGE MISSILE M�ACT, @j ' • '` CASEIYENT la0 BAT 7!712008 PROPMETMWAND CONMENHML ` t. 04 i n ... _ . TIE NFORWATIONCONTANED IN MSawAaD1a THE PROPEM CC ;,,a 5400 NTS CYH -181 P000 ,14SYSTEMS. NC. AM' R@NODUCTION N PART ORASAY•140LE ATIVX `' •• FL P.E. NO.676M A -t - xamENP ( ffiONOFCUSTOMWINDOWSYSTEMS. INC. 64 PROHIBITED. •• A . ,•- • -4 °, �- V. Lk] A 1OF8 SEE NOTE 2 NOTES: ANCHOR LAYOUT- wLANoE1 nteu s�r'SrFExRm FOR MRS UPTO3Ts Tr 4' MAX. r ILA%. (TYP) r Max. 0.0. (TYP) INETALIATION ANCHORR TYP. ANCHOR LAYOUT - tFL I4CiE1 FRAME • CUP MIOOO OR O I.RSI FOR UNia UP TO 3r. OF SEE NOTES 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REQT) AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING 3149/65. MAX. ALLOWABLE SHIM STACK TO BE 11r. USE 341313 WHERE SPACE GREATER THAN V18" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD 314AHS ARE NOT ALLOWED. 4.3116" DVl ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL BE ACHIEVED. 6 810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13B• INTO 2 BY WOOD BUCK. S. IS WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHEVE A MIN. EMBEDMENT OF 1 'yr INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. S. ALL. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHAD. BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SW1�C ; i s - • NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINBAIJM STRENGTH SPECIFIED BELOW. ate ,•, , s • • • r, 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL. WITH THE FOLLOWING PROPEfE3: - ' s A WOOD - MINIMUM SPECIFIC GRAVITY OF 00.42 •�� B. CONCRETE - MINIMUM COMPRESSNE STRENGTH OF 3,200 PSI. • ANCHOR LAYOUT -(FIN! OPFJOIGI now FOR 4TS UP MR It MAX. GYP) r MAX. 0.C. (TYP) GEE NOTE r MAX. (TYP) r MAX. 0.C. ITMP) INSTALAT)ON ANCHORS TYP. INSTALLATION ANCHORS TYP. NAIWopeam- FOR !.*$T8 tR TO3T.Sr C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). • , 1:4111401010V. ' ne9143IRMT10RCONTAREO�N DIS W IS WE vow Pi(OPEiiiYOA MOON OMENS. /NC. ANY REPROOUCT N IN MOTOR ASA �tl TB WRITTEN P ON OF CUSTOMVAOON SYSTEM RC 18 ; c -a -r•.t. • • iL Il'fO7.cRTAS4 e FL.E.E. NO. 82514 , �. 1900 8.W. 44TH AVENUE OCALA. FLORIDA 34474 ANCHOR SCHEDULE a NOTES - LARGE MISSILE IMPACT PVC CASEMENTP� EY: BAT pare 7171 8400 CWS -161 2OF8 MODULAR SIMS (UNIT W INDOW SIZE HEIGHT(N) WIDTH (IN) 17 7/8 231/2 3714 291/2 31 1/2 351/2 35 3/4 GLASS TYPE C. D C0 C. 0 C. D CD co C. D 20 391/2 467.5/67.5 467.5147.3 • 467 .51-67.5 • +673/673 • • • • • • • 31 14 467.5/47.5 467.5/47.5 +673/47.5 467.5/17.5 • 35 1/2 +67.5/47.5 +67.5/-67.5 +67.51-67.5 467.5/67.5 +67.5/67.5 • • 391/2 4114 431/2 +67.3147.5 467.5/47.5 467 5147.5 +67.5/47.5 467.5/47.5 +67.5/ -673 +67 .5/47.5 467.51-67.5 467.5/ -67.5 +67.5/47.5 467.5 /47.5 467.5/47.5 467.5/47.5 467.5/47.5 467.5/47.5 467.5147.5 447.5/47.5 467.5147.S 4673/47.5 467.5147.5 467.5 /47.5 47 14 +67.5/47.5 467.5/67.5 467.5/47.5 467.5167.5 +67.5/47.5 +673/47.5 467.5/67.5 511/ 531/2 551/2 467.5/67.5 447.5/67.5 +67.5/67.5 447.5/67.5 467.5/47.5 +67.51-673 467.5147.5 467.51-67.5 467.5/47.5 467.5117.5 467.3/47.5 467.5/47.5 467.5/47.5 467.5/47.5 447.5/47.5 467.5147.5 467.51.67.5 +67.5/47.5 467.51 -67.5 467.51-67.5 467.5/47.5 69 112 467.5/47.5 467.5117.5 467.5/47.5 467.5/47.5 +67.5/67.5 467.5/47.5 467.5/47.5 COMMODITY SIZES (71l -71P) HIGGHT(1N) WIDTH (IN) GLASS TYPE 21 1/4 313/8 3054 36 63 73 19 1/8 C D 467.5/67.5 467.5/47.5 467.5117.5 4473/-67.5 467.5/47.5 +67.5/473 26152 C. D • +67.5147.5 +67.5/ -67.5 447.5/67.5 467.5/47.5 447.5/47.5 37 C. D 467.5/47.5 467.5/47 5 467.5/47.5 +67.5/47.5 +67.5/67.5 613/4 +67.5147.5 467.5/47.5 467.51-67.5 467.5/ -61.5 467.5 /67.5 467 51471 4673/47.5 MODULAR SIZES (UNITWINDOW SIZI HITGRT(N) WIDTH (IN) GLASS WPE 21 291/2 31 1/2 331/2 3914 41 14 431/2 4714 51 in 531/2 SS 14 59112 61314 17 74 A, B +60/60 460/60 +60/60 +60/-60 460/60 +60/40 +60/40 460/40 +60140 4601.60 460140 +60/40 +60/40 33 In A, 5 460/40 460140 460/40 • 460/40 460/40 460/40 +60140 460140 4605-60 4601.60 +60/40 460/60 460/60 27 1)2 A. 5 • 460140 460140 460 /40 460140 460/40 +60/60 +60/-60 460/60 460/40 +601.60 460/40 4640160 29112 A. 5 • 460/40 460/-60 +60/40 460/-60 460/-60 460114 4605-60 +60140 460/-60 460/10 +60/40 +60/40 31 1/2 A, 5 • • 440/40 460/40 460/60 460540 460/40 +60-60 460/40 +60/ -60 460/40 460/40 +60/40 35 1/2 A, 5 • • • +60/40 460/40 +60/40 +601-60 460/-60 +60/ -60 +601 -60 +60140 +40/40 +00/60 35 3/4 A. 5 • • • • 460/40 +60/40 +60/-60 444Y-60 _ +60660 460/-60 _ +60/40 •60140 460/40 CO MMODI Y S1ZE3 (h P -h P) 1JGHTON) WIDTH (1N► 19 151 20 1/2 C GLASS TYPE A, B A, 0 A.B 21 1/4 313/4 50 5/2 460/40 460/60 460/40 • +60140 • +601-60 460/40 56 63 440/40 460460 4405-60 460/40 +60-60 460/40 314• OVERALL 112' ANNEALEDGLASS 5111• AIR SPACE 6(16• LAMINATED W ANNEALED GLASS 3133" DUPONT PVB ONWERLAYER 112• ANNEALED GLASS GLASS TYPE A 3(4' OVERALL 112• TEMPERED GLASS 5/18• AIRSPACE 6(10' LAMINATED VW ANNON.EDOLASS 3132" DUPONT PVS BNIERLAYER 5/a• ANNEALED GLASS GLASS TYPE B 5/4• OVERALL 1/4* HEATSIRENOTHEHED01ASS 5110• AIR sPACE any LAMINATED 112• HEAT STRENGTHENED GLASS 312T DUPONTPVB MTERLAVER 155" HEAT STRENGTHENED GLASS SEASS O THE MA0 6E S N�IMIA110NCO csattm 19 THE SOLE PROPERTY VAMPS MY816N9 WC. ANY REPROOYC1IONN PART OR ASA MIME MA?1CUYT1E WRIFTEN PERMISSION OP CUSTOM YM• IONSYSTEM%WGISPROMOTED,- 4■ 63 1/2 467.5147.5 467.5/ 47.5 467.5/-673 4673/67.5 +67.5/47.5 467.5/ -67.5 467.5/67.5 651/2 467.5/47.5 467.5/47.5 467.5 (-67.S 467.5/17.5 467.5/47.5 467.5/47.5 467.5/47.5 671/2 467.5/-67.5 +67.5/-67.5 467.5/47.5 +67.5/47.5 467.5/-67.5 467.047.5 4673/47.5 70 3/4 +67.3/67.5 467.5/67.5 467.5/67.5 467.5/67.5 467.5/47.5 467.5/-67.5 +673/17.5 3W OVERALL 112• TEMPERED GLASS 1111• AIR SPACE 6/04• LAMINATED 151• NEATSTRENOTHE4EDGLASS 3/34* DUPONT PVB MIERLAYER 112' IEATSTRENGTHENEOGLASS TD • NOT RECOSWENDED NOTE: 1. E SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. f4 A) UPDATED PER NEW FBC REOUIREMENTS 107/07/08 W. 44T AVENUE ++?'' FLORIDA 31474 1. • -d Yr t 4 A11' P . P.E 110.62514 (l1U DP CHART a GLAZING - LARGE MISSILE R1APACT • ` PVC caswr HAT ' '� 7(//2008 .1400 3 OF 3 TYPICAL VERTICAL SECTION T� 22, 25,33,38,42,46.48,51 -53.85 ilSEO BUT NOT SHOWN FOR IARITY. 1- HORIZONTAL SECTION ALEEMILEINIIMME THE 01FORWRON COanAsam IN THIS auwwc►a sow Torstrty .. ohlut L R08£ATC 101 A6Z � x WINDOW Wa OFCt1370M s OTEMS.I1 .Ii8P VED1, nib FL: h.E NO. 62514 a A II UPDATED PER NEW FBC REQUREMENTS 107107/08 1803 S.W.44TH AVENUE OCALA, FLORIDA 34474 SECTION V EW / ALT FIN FRAME -LARGE MISSILE I. 'AC7 PVC CASEMENT 8400 71712006 CW8 -181 4 OF 8 Sens • Part • 114030 FR. GeE 1x111 tea DaaSAPeaa 2 P4050 caaL.AUaNaM 3052411a COO x.4371. NS 3 140320 PR.Ge6. MUaau 4 6 7141150 144030 e P4050 T e N4030 Pa20 0 146004 10 3-1505 11 1150011 COL ALtwaM, 5052442 (.OSO X .437). 851 FP. COL 'arta. Raiff COL./WAWA. 53524412 MO /1.437) JIL waif FR. cum. JB.t5:T COL.AAUSINLIA 505241121350 x AM Alert LHr7 SAW MOE. TOP AS RIDE CAM SAW TWIRL SASH CAM BOR. RAL 12 13 3-1505 Nab 14 0.1605 140:0 CAW. SASFI601 OMRAL SASH CAM SOlRAL. HMOS RS+F. 0111E SASSI SOE RRL 1110E Is 16 NON 3-1505 6x91 CAM =RM. LOOK 17 pain 10 P4217 15 P3217 PEW. CASE SA8FISCIE AL LOCK MSWP..270x 3117 BAOKLLTRA AL BLACK, SASH ISIP.tAHIELEAF SEAL FRAME 1A1e1P..843ELSAPSEAL. SASH z, 11450 21 111503 22 3-1104 St3i4PgL.111:13B1M 6CAIENM . T01T866 ANCHOROCP 23 24 04015 54010 25 P3517 30 P41:64 27 P4014 so P4N3 a P-4005 012. 131. YC, FXD. MRS. O(L031.3 4. P%D.VVSR N X1'111FM=BC2.211C 8041111 46321( Sr PH PH Le. 48 (1113121 141E LWQ Kuala STD, RDTO CM SSTs MAIL 61011111) et11110RTMATE, LOOC 65.I10TO HOLE (W w1 040N) Ecouruassara, 1010MAE SIDE 3o 31 P4012 32 P4051 Fora OPERATORS113-148TiFssi fO ENu e41) 9•A IWOOPeNTC1t sow N51AE(43m3 TRAOCs SLICERAS5A1, 1017 OFER.60101131NE (137 33 P4010 34 35 3s 37 35 3o 40 41 a 43 44 43 46 47 a a 46 51 46 54 a ss sr ss 46 P4430 P4021 P4024 P4031. P4010 P4033 P4043 P4342 P4752 P3435 P4352 P-3415 134541 P41113 P41211 P4561 sosass pats? pa185 1230211 P3535 P4040 05403011 03113 011A011KT.IIDTo COO U1. to1014IE 111046 (tlF8g01 7FORUFTOR MsNCO40 Ncsso ea) 112100410 WOO ASSY (FOR LFf11ii(7OPBICAsaUm 313,013/111141117A NOM ORR ONO MAC (SS) 11320 3)4• tans FM IN vts• lead. 133. 13310 OR. 110(OIdAE 07x967.1010 OPE1.. Rom rms. inr 1EL3AR6.ASV MAE 141 =00011Os. saw as tors TEBARGIEE 80113. NNE STEM 21/69/1617 SOW WAWA SWAM CAP RUG. yr POLE MT LEM TAU SEAL If SET. SUL46 Mak 811•xstrxr10. 13440000LbGEM LABEL, IFROTAS IEWOR RYL6L(tFRdOPI DRBL11L.(L009 01x•8.6791 SPAM 01124621. OMELET 120912112.0114. 111 x 15 MERCIAN& SCREW 651.66.-155 17A. NYC QAffi COASIRKES 0O 150550. NO HOU1TENSION SCREEN LIFT-0117 311 x11YC ROM41E.2►45.8018x1 94 ®1. 60, WO PR. 0186.44 Ca 80iBN8U40Rr Pc* on PVC FR. CASE., MAIN (FLANGE) 11-6030 PVC SASH, CASE. H.6008 10532• 1 SCREEN RAIL, SIDEIBTM H •1592 ALUMINUM 606346 I —L 2172• JM71+r ANCHOR CUP, P -3780 ALUMINUM 6063 -T6 PLAN VIEW OF ANCHOR CLIP 3 trs• 4172• L1. PVC FR. CASE., MAIN (FIN) H .6030 17!32' 1 1 113-15 SCREEN RAIL, TOP/SIDE, 141593 ALUMINUM 6063 -T6 PVC GLAZING BEAD-4016 0 1(4• SASH REINF. S -1605 ALUMINUM 6063 -T6 460,1119019411110 C091910710L 3515 INFOI dAT10N CCNCNAO RIT1468RMN0en 3*ES .6 P00PpTYOP�15 �5014 IA4OOW SYSTEW. 540. ANY R�0 0 0 5 4311 4 114 PART OR AS A% HOLE WIpDC1I71�; 0- 7J - L .ea SASH CORNER CONSTRUCTION COIL, .05 X .437. P-4050 ALUMINUM 6063 -T6 UPDATED PER NEW FBC REGIMB ENTS 07707x8 1p0p S.W. 44TH AVENUE OCpLLA FlARIOA 34474 ti tit EXTRUSIONS & B.o.1A. - LARGE MISSILE IMPACT PVC CASEMENT 6400 BAT NTS 131 Cf9C A 7!!/2006 NO` CW8.161 " 5OF5 CONCRETE/MASONRY BY OTHERS EXTERIOR BY OTHERS P ..P• • • .S • • j•o P • 6 P 6 • • • • • • • . • PERIMETER CAULK FIT INSTAU.ER WI NOOW FRAME HEAD SASH TOP RAIL SASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FI BY OTHERS NSN 11a• (MN. E part LIZ DISTJ CAW( BETWEEN BUCK AND OPEMNO BY OTHERS CONCRETEAMSONRY BY OTHERS PAK EDGE OAT.) •• • • •Z .,•. ••• •• ,• •• • • ►: • •••••. • •• 4 • •••• f• ■••• •. •. •i �•: • • • :• 4. •• .04 • • CONCRE WMABOPRY 1 BY WOOD BUCK BY OTHERS 8Y OTHERS VERTICAL flECTE*7 CUP (MASONRY) AIM •P • • . • (4r 1. EMBEDMENT) 1�1 1N MAX. SHIM (BEE NOTE 283MOM 2) BYCONCRETEIMABONRY OTHERS 1 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/1842A. MASONRY ANCHOR ANCHOR CUP ANCHOR CUP RNTAWWTIONANCHOR. WIT DIA. MASONRY ANCHOR 1f4' MAX. SHM (SEE NOTE 28 3 ON 8HT. 2) R 1 vs- MIN. EMBEDMENT) (IRDL EDGE DIST.) s•° • • • • 6.8 6 Ur MAE SHIN (BEE NOTE 2 8 3 ON SHT.2) INSTALLATION ANCHOR. 3f18• DNA. MASONRY ANCHOR ANCHOR CLIP B1 R K Y OEK .4 • • •• • s• • • a a;4 • •0 • C ore •0 ••6 EXTERIOR FHISH BY OTHERS ®HORIZONTAL SECTION CUP (MASONRY) WINDOW FRAME BY WLK • INSTALLER G WINDOW FRAME SILL PERWIET R CAULK BY INSTALLER EXTEROR FBCBH BY OTHERS 0[1:64, 114• MAX MIA (8EE NOTE 28 3ONBHT.2) RETALIATION ANCHOR. 610 W000 SCREW ANCHOR CUP WINDOW SSASS BOTTOM BY PERIMETER CAULK INSTAUJIR ANCHOR CUP 0• • %a 0 a ••4.a • •• 4 a ETEIMABONiY :° •BYOTHERS • 4.4• • 2 BY WOOD BUCK • • a BYOTFERB GULK BETWEEN BUCK a 4• a ADDOPBNMOBYOTHERS . °.° 4. AO a • °.° �• • 0' EXTERIOR FINISH BY OTHERS ©HORIZONTAL SECTION CUP MOOED INSTALLA1IONANCHOR, 311r CIA. MASONRY ANCHOR 114' MAX. OHM EEE NOTE 283 ON 8HT. 2) N SYC 0, 6 RRPORIAToN ODRRAgFDORh N 11 JD PROPERTY W* YANOONISYSTEM !MANY REPRODUCTION N PART OR AS WHOLE wfl 01F102* WRfTTEN PERMISSION OFGd1OMWP100WBYB$MB. INC.® PAWNED. • tE ALTERNATE PRECAST SILL DETAIL qJP (MASONRY) (MIN. EMBEDMENT) (MPi. EDGE MST.) 11 A 1 UPDATED PER NEW FOC REQUIREMENTS 1O7/07W8 rr•�.• •• l•-• ''r•`l•. °° - 19008.W.44THAVENUE FLORIDA 94474 •. L. FL P.E. P4:41Rb14 0 aO la1•W�' 4': 110N r • ' WICUP DETAB.- LARGE MISSBE IMPACT 7/112008 CWS•181 0OF0 fi Lim MIL EMBEDMENT) CONCRE'TEN A80 BY OTHERS MN. � DST.) r EXTERIOR FRESH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD TOP RAID. SASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXIERIOR BY OTHERS •: .: •• • • :•: • •• DRYWALL BY OTHERS INSTALLATION ANCHOR. 3118` DIA. MASONRY SCREW /I/NEOPRENE TWASHER THAN SCREW SUPPOR 8/c •:: •► • •• • ••• MIMI BETWEEN SUCK -- AND OPEONG BY OTHERS vY DRYWALL BY OTHERS 1 BY WOOD BUCK BY OTHERS 114• MAX. SHIM (SEE NOTE 2890N MT. 2) CAULK UNDER SCREW HEAD BY INSTAU E R • 1 BY W000 BUCK BY OTHERS UY WAX. SHIM (SEE NOTE 2 8 30N 8HT.2) (MIN. EDGE DST.) • -• CAULK UNDER SCREW HEAD BY INSTALLER • (MAL EMBEDMENT) INSTALLATION ANCHOR, 3118• DIA. MASONRY SCREW WNEOPRE NEE maceo NUPPORTWASHER :MU SCREW Y ®HORIZONTAL SECTION FRAME (MASONRY) INSTALLATION ANCHOR, 3(10' DIA. MASONRY SCREWWNEOPRENE BAB T WASHER THRUSCREW CAULK UNDER SCREW HEAD BY INSTALLER I0GH SORENOTH STRUCTURAL GROUT BY OTHERS 114' MAX. SHIM ON8NBHT.2 283 BYC (64N. EDGE 023T1 ®VERTICAL SECTION FRAME (MASONRY) PERMAETERCAULK BY INSTALLER EXTERIOR FINI BY OTHERS H R IL LOC (HBN. EIDSgomewT) 1I4' WAX SHRI (SEE NOTE 2 830N SM. 2) W w FRAME HEAD BY INSTALLER WINDOW FRAME JAMB SASH BOTTOM RAL wVINDOW FRAME 4 giektic t R• 6• • • 1 6 • ;• •• DRYWALL BY OTHERS 2 BY WOOD 8Y OTHERS SLICK INSTALLATION ANCHOR. MO WOOD SCREW *NEOPRENE SAWED WASHER TNRU SCREW SUPPORT • 6• BY BY LLER K HORIZONTAL SECTION \4/ FRAME(WOOD) INSTALLATION ANCHOR. 3118• DIA. MASONRY SCREW 8/NEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK UNDER SCREW HEAD SY INSTALLER PERIMETER CAUUC BY INSTALLER EXTERIOR FIMSH BY OTHERS SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAINE SILL LEVEL BY OTHERS OTHERS NRY 11IC MN. EDGE DST.) (IthALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) 114' MAX. SHIN (SEE NOTE 263 ON 8HT. 2) 1114: (MIN. EMBEDMENT) PROP(l1ARYAND CONRDBITRl. A THE FIPORYMIONCONTNREDNTHOI ORAKRi6le THE SOLE PROPERTY. OF C219701H WINDONSY8t0l LING. ANY REPAQ 1pN IMPART OR ASAWHOIETNTIBUN YYROTENPERRIS:0NOP CUSTOMMRNOOANSYSIEMS. INC. Is PROImTED. • ; 1. ROBETTIV CUAil FL P.E: IN:62814 •- '-, CMAX BETWEEN BUCK AND OPENINO BY OTHERS BY CONCRETEIMASONRY OTHERS EXTERIOR BY OTHERS A (UPDATED PER NEW FBC REQUIREMENTS I07/07l08 S.W. 44TH AVENUE FLORIDA 34474 • ANCHOR THRU FRAME DETAIL. LARGE MISSILE W M' 71712008 CWS -184 7OF8 INBTALLATTON ARMOR. fd WOOD SCREW 2 BY WOOD BUSK BY OTHERS 2 BY W000 BUCK BY OTHERS PERBTER CAULK BY MWTALLER CAUUC WHOM FIN BY WSTALWi PERIMETER CAULK BY INSTALLER 2 BY WOOD BY OTHERS BY CAULK BEHIND FIN BY INBTALLER EXTERIOR FINISH BY OTHERS A UPDATED PER NEW FBC REQUIREMENTS 07M7108 ilir (MIEMBEDMMENNT) a�'',, N. - ...t'�1 � ,•414. AL • h • o m l a ,.B.: I►lif 1900 S.W. 44TH AVENUE yr' • .`, : ` °l ••1 STALLAT1ONANCHORFFINDETAI L- LARGEICBMIMPACT • 0 PROMlpRYATC 00NV10lY1�LL .. r, ✓ . ' ..4.''.u. ; ^' ,. PVC CASEMENT .. gr. BAT .' 7AlmQ8 � •. " 9400 Nf8 °p' CWS -161 THE NFO8Y$T N.VCMEDIN THIS ORAYNNOISTHE SIM . ,.,k... meow BTflN. NG141Y RPPROdJGiIONN SYSTEMS. OR ASAIMtOLE FLR N0:B2414 .•4. •• .LtNfelt A ' 80F8 WRITIENP 1OF CUSTOM WUOONBYSTPNB. ICIS a _ OCALA, FLORIDA 34474 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons. NC 27012 Report No.: 510489A 336 - 945-9695 Manufacturer. Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL 34474 • Product Lire: 8400 PVC Casement — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building. Product description: Casement window, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. • Supporting Technical Documentation: 1. Approval document drawing number CWS -161 Revision A, dated 06/19/2008 sheet 1 of 8, titled 8400 PVC Casement, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3274 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5psf design pressure, 10.5psf water infiltration TAS 203-94 Cyclic Pressure Loading 1:60.0psf design pressure b) Report No.: NCTL 210 - 3274 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, a60.0psf design pressure c) Report No.: NCTL 210- 3276-1, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5psf design pressure, 10.5psf water infiltration TAS 203-94 Cydic Pressure Loading t67.5psf design pressure d) Report No.: NCTL 210 - 3276 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 1888/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±67.5psf design pressure e) Report No.: CTLA 1344W -4, signed and sealed by Ramesh Patel P.E. National Certified Testing Laboratories AAMA/NWWDA 101/1.5.2 -97 Design pressure: ±60.0psf Water penetration resistance: 10.5psf 3. Anchor calculations, report number 510116, prepared, signed and sealed by L Roberto Lomas P.E. 0111111u"/ 1of2 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Limitations and Conditions of use: Engineering Evaluation Report Report No.: 510489A • Units up to 37"x63" must be glazed with: 3/4" !GU consisting of outboard lite 1/8" Ann — Air — laminated inboard lite consisting of 1/8" Ann — 0.090" Solutia or DuPont PVB interlayer — 1/8" Ann, per ASTM E 1300-02. • Units up to 37"x72" must be glazed with %" IGU consisting ot outboard lite f/8" HS — Air — laminated inboard lite consisting of 1/8" HS — 0.090" Solutia or DuPont PVB interlayer —1/8" HS, per ASTM E 1300.02. • Solutia interlayer per NOA 03- 0827.08 • DuPont interlayer per NOA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per NOA 08- 1220.01 installation: • Units must be installed in ac ordanc a with approval document, CWS -161 Revision A. Certification of independence: Please note that t don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entriy involved in the approval process of the listed product(s). 2of2 Li35t y�� FL N4.: 2 14.. 07/1701,08::' ' ., Unit Size Max. D.L.O. Design Pressure Rating Impact Rating Up to 37"x63" 29 % "x55 % ±60.0 psf Large and Small Missile Impact • Up to 37"x72" 29 '/: Florida Building Code Online http: / /floridabuilding.org/pr /pr app dtl. aspx? paranFwGEVXQWtDgvngvM7 ,Sg39JzuQ3rGVa... BCIS Home Log In User Registration Hot Topics Submit Surcharge Stab & Facts Pubkatbns FBC Staff BCIS Site Map - unks Search Community., Affairs Product Approval USER: Pubk User Product Approval Menu > Product or Application Search > Aonkatbn tkt > Application Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone/Email FL7067 -R3 Revision 2007 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc i Category Windows J Subcategory Horizontal Slider /f 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 the Evaluation Report Roberto Lomas Florida License PE -62514 1 of 3 6/15/2010 3:17 PM Florida Building Code Online 2 of 3 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 Date Pending FBC Approval Date Approved http: / /floridabuilding.org/pr /pr app dd. aspx ?pararrffwGEVXQwtDgvmjvMZSg39J .1Q3rGVa... Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE Validation Checklist - Hardcopy Received 1,4: - E .l H_-: 1' . I!.._ • SIAndard AAMA/101 /I.S.2 -97 AAMA/WDMA/101/I.S.2/A440-05 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 Method 1 Option D 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Year 1997 2005 2002 2002 1994 Summary of Products FL # 7067.1 Model, Number or Name 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, 74x54, DP = +/- 60 psf, (Impact). 7067.2 Description HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Installation Instructions FL7067 R3 II CWS -157A (HS-8200 Imoectl pdf FL7067 R3 II DuPont PVB NOA 05-12_013 02,pdf FL7067 R3 II Mikron NOA 06 -1220 Q1.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 5104$5A (,y l Ago 115 -820(1 Impact X0 74x54).odf Inde . endent Third Party: Yes HS -8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Installation Instructions FL7067 R3 II CWS- 232A11iS-820 Impact XOX).odf FL7067 R3 II DuPont PVB NOA 05-12408 02.odf FL7067 R3 II DuPont SOP NOA 07-1116- 04,pdf 6/15 /2010 3:17 PM Florida Building Code Online http://floridabuilding.org/pr/pr_app dd. aspx? param—+ vGEVXQwtDgvmjvMZSg39JzuQ3rGVa ... Design Pressure: +60/ -60 Other: Large Missile, 111° x 63 °, XOX, +/- 60 psf. FL7067 R3 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F12.116.7._%3 AF 5104876 L YaI 110 _15-8200 Impac SPX 11.1:1.631,p if Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60 / -60 Other: Large Missile, 72° x 63 °, DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R3 II CWS -186A (HS-8200 Impact 72x63).pdf FL7967 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II Mikron NOA 06 -1220 01 odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 7 R ••:•A .IR-. H to ,,.. X. 7 1. Created by Independent Third Party: Yes Department of Com:mushy Allah* Florida Bu8dlg Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414.8436 © 2000 -2010 The State of Florida. Al rights reserved. prtracv Statement I Cdovrinht StatemeM 1 Arffaslbfl6v Smterarnt 1 Eigifla.Sakatate 1 C atom r Serviro I contact ug Product Approval Accepts: 3 of 3 6/15/2010 3:17 PM HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) M XV44 OVERALL FLAMM HEIGHT VOX MAIL DYERALL FLANGE MOTH "WC' &'IVO" MAX. SIZE TABLE OF CONTENTS GENERAL NOTES d ELEVATIONS......_.._..1 ANCHOR SCHEDULE AND NOTES ..............2 DESIGN PRESSURES b GLAZ114f3-..___...3 SECTIONS 8 ALT. FRAME... ..._._.4 EXTRUSIONS & BILL OF INSTALLATION DETAO 9MATERI --13-8 • PVC *IPACT 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: '0/X• 011 "X/O. 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED 014. TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33 1!3% STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT. SEE SHEET 6.8 FOR ANCHOR DETAIL. 8. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAL AND JAMB. 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER '0/r.'W : NCTL 2103187 -1B, NGTL- 210. 3167 -1 8. SERIES / MODEL DESTINATION 148.8200. 10. W000 BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. 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 C/LLLOUTS FROM 0/X ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. A I UPDATED PER NEW FBC REQUIREMENTS 107/07/08 t • p0 ,�Y�.. :• yr• O(F •.. %%OW SYSTEMS j800 S.W. 44714 AVENUE GRATA FLORIDA 34474 ERAL NOTES & ELEVA IARI*ML,SILE IMPACT BAT m : 7/15/2008 NTS '' "CW5 -157 v. Lea not A sattt1: 1 OF NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS RECD AT EACH SET OF INSTAU.ATION ANCHORS USING LOAD BEARING SHIMS. MAIL ALLOWABLE SHIN STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1115' 18 PRESENT. 3. • TED OF HIGH DENSITY PLASTIC OA BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3115' DYL ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112' SHALL 8E ACHIEVED. ANCFIOR LAYOUT - (FLANGE) a CUP WENN* INSTALLATION *HORS TYP. 5.010 WOOD SCREW ANCHORS TO ACHIEVE A MIN. EMBED 8. 18 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A FAIN. EMBEDMENT OF 1 1/2' INTO 2 BY WOOD BUCK FOR FIN INSTAUATION 7. SEAL CORNERS WITH 5MALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALT. NOT 8E 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. W000 - MINIMUM SPECIFIC GRAVITY OF 0.0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM COO. GRADE N. TYPE 1 (OR GREATER). &ICHOR LAY T INSTALLATION ANCHORSTYP. pia s .... _--__ -. MITMS a PROPIETIOW Ala OONDWOiML • ....... •• ��s��°��- .c��.� ��T' • TEE PiORMATCN CONTAINED IN THIS DRAWINIIS THE SOLE PROPER1YOFCUSTON :; I..rRO5ERTVEr .8 ' • WINDOW WOWS. *IC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT PIE 41AP.@. NO.E2814 S0. WRITTEN PE�SONOFCUSTOM WINDOW wows. NO.BPROIt4If®. dI y ti. ± 'tt " •' SCHEDULE & AVENUE r•v ' _ 34474 MODULAR SIMS (UNITWINDOW SIZE) HMGHT(1N) W B)TH (IN) GLASS TYPE 17 7/8 291/2 311/2 35 1/2 24 3/4 A,B +60 /-60 460/ -60 +601 -60 +60/ -60 39 1/2 +60/-60 41 112 431/2 47 1/2 54 +60/-60 +60/-60 +60/ -60 440 /-60 27 1/2 A,B +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/-60 291/2 A,B +60/-60 +60/60 +60/-60 +60 /-60 460/ -60 +60/ -60 +60 /-60 +60 /-60 460/-60 +60/-60 +60 /-60 +60 /-60 +60 /-60 31111 A.B +60/ -60 +60 /-60 +60/-60 +60/ -60 +60/ -60 +60 /-60 +60/40 +60-60 +60 /-60 35 1/2 A,B 4601 -60 460 /-60 460/-60 +60/ -60 +60/-60 +60/ -60 +60 /-60 +60/.60 +60 /-60 39 112 A,B 4601 -60 +60/ -60 4601 -60 +60/-60 +60 /-60 +60/ -60 +60/-60 +60/ -f0 +60 /-60 41 1/2 A,B 460/ -60 +60/ -60 +60/-60 460/ -60 +60/-60 +60/-60 +60-60 4601-60 +60/-60 43 1/2 A,B +60P60 +60-60 4601 -60 +60/ -60 +60/ -60 +60/-60 +60/-60 +60-60 +60/•60 47 112 A,B 460/-60 460-60 +601 -60 +60/ -60 +60/-60 +60/ -60 460-60 +60 /-60 +60/-60 511/2 A,B 460/-60 +60/ -60 460/ -60 +60/ -60 +60/ -60 +60/-60 +60-60 +60/-60 +60/ -60 74 A,B +60 /-f0 +60/ -60 +60/-60 +60 /-60 +60 /-60 +60/-50 +60/-60 +60 /-60 4601 -60 COMMODI1Y SIZES (11P -'11P) MIGHT (1N) W 1D1H (IN) GLASS TYPE 26 A.B 19 1/8 +60/-60 28 1/2 A,B +60/-60 37 A,B +60/ -60 53 1/8 A,B A,B +60 /-60 +60 /-60 460i 60 1 460/-60 +60 /-60 460/ -60 460/-60 460/ -60 38 3/8 50 5/8 460/-60 +60/ -60 551 /4 +60/-60 +60 /-60 +601 -60 34' OVERALL W ANNEALED GLASS 5118' AIRSPACE Mr LAMINATED 1/8' ANNEALED GLASS MP DUPONT PVB INTERLAYER 118' ANNEALED GLASS GLASS TYPE A II2' GLASS +60/ -60 +60/ -60 314' OVERALL 118- TEMPERED GLASS 6/18' MR SPACE 5118- LAMINATE0 4' ANNEALED (BASS 3132' DLNPONT PVB INTERLAYEt1 VB' ANNEALED GLASS 91.01 TYPE B 1 GLASS BITE NOTE IF SIZE INTENDED E NOT SHOWN, USE NEXT LARGER SIZE. A 1 UPDATED PER NEW FBC REQUIREMENTS 107/006 WW24801e‘AIV SM8M8 44TH AVENUE FL04IDA34474 /14:DP CHART 8 GLAZING - LARGE MISSILE IMPACT PRONIEMIMAIIIICONFIDEMIAL TILE INPOPAMTION OOMTM taros DPAWW IS nos sae PROPERTY_„ 18161∎ MOON SYSIEMS.MC.ANY REPRODUCTION MPARTORAS A WHOLE WDI�IIT TNt WRDTEN PEI ION OF CUSTOM WHOM SYSTEMS. INCASPROMITEO. • . 011C HORIZ SUO Miutt e n *MOO eY' BAT NTS . Lb I!WI. A ' 30F8 e• p.• ra�r i OVERALL RANGE MG/4T SEE GLASS TYPE - DETAIL SHT. 3 CD TYPICAL VERTICAL SECTION l TE:SHOWSSAS/IURAWAY UM6• HEIGHT ITEMS 22.27.29.36.41.42. .50.53, AND 54 ARE USED BUT SHOWN FOR CLARITY. ® 610 iEP=SIAST SECTION itl6HT SNOWS SASH OUT AWAY Y' T 0 I I6PACT HOOK SPACING: 1) JAMB HOOKS: A) S• FROM UNIT EDGE TO EDGE OF HOC II) A THIRD HOOK (SCB4TERED 7111117 HEFRITIS GREATER TWN 09 EQUAL 21 SASH CATCH: /1) 2.112' FROM SASH CORNER TO EDGE OF CATCH. S) A THIRD CATCH IS MIMED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 314'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 11r. DETAIL D (JAMB IMPACT HOOKS) IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 8' FROM tN)T EDGE TO EDGE OF HOOK. D HOOK IS CEN CEl) GVT�HIRHOOOK FNTE EDGEO4W8RHL IS GREATER THAN OR EQUAL TO61374'. 2) SASH CATCH: A) 2-V2 FROM SASH CORNER TO EDGE OF CATCH. WIDTH IS GREATER ID A THIRD CATCH IS THAN OR EQUAL TO 81 a'4 .SSASH � FRAME HOOKS ARE TO AWN WITHIN th'. AI UPDATED PER NEW FBC REQUIREMENTS 107107/05 DETAIL C . (HEAD IMPACT HOOKS) . PACOMITNITcatemenutc T!# Dammam CONTAINED RDAWVJ61 ne SOLE PRIWIERK1IM WI6OWSYBTEYD.DX..AMY REPRODUCTION IMPART OR ASA MOLE W T1R WRITTEN PENIOSSIDAJOF WSTe1M WINDOW SYSTEMS. 6106 PRONG/NO WINDOW SMUG BOO S.W.44TH AVENUE jQCALA. FLORIDA 34474 ., hittr.m;;IIECTION • VIEWS 6 ALTERNATE PIN FRAME- LARGE MISSILE IMPACT • q�� ° .• • • PVC HOAR. S 'ate BAT rt 7/15/2008 LROiERO.MEIA18 .e, '. 8200 .f� • NTS ' "CWS-157 FLP.p.90.82514 •ee;7 - .LET1WC A r: 40F8 ' Vii• f � .7.- b {i.16)1 them a Pans 111.,71311.9 SAMMIngli CONSTRUCTION FRAME CORNER Maki Fr„ 3M, w/ffp we tied 3118' coo= CTION 1 1F8mt Main Fr..SttwA .PVdSI 31B• -. 7 '\ 2 H4031 MhkhR.SRw/Py.. PVC. L.b. 211/18' lj I 1. 2 3 Q ems_ 2 311t ( III II 8 1+8031 i�1R..S10w/FV.,M.R b MeM sat RA :.��- _�I - .�� ,. i 4 148011 + sre• �i a 148001 &1488 RM. FadtAR. f I 39/18• .� ,�_ —_, TIMM 7 143027 SashMoeI. Rah PVC �y I 1• ; 1 WELD a 141497 ReW. Sash Meat. Rd PVC SASH MTG. RAIL -6027 Sash Bad= Ret PC (S$.R(01 HSI —1 1 8 1+0021 to S•1p8 F1ew.8,811/SSSt HNf2• 11 F+SOpt Seals Btle/TapBotRd • ttpitr. back. PVC FRAME FLANGE -6031 PVC FRAME FIN -6028 EDP WITH 12 5•1878 13 34018 Olt. Bd.3r4',Fxd. Mx11. 14 38018 Cat. Bd., 3/4'.Fkd, Vert. 0 sr 1 0 `t i tS 54018 Bd..314'.Sash, }brit. m 1 15H6 i 1118' 16 38016 'pyk,,. �b Bd,3t4'80ah.Vert. t ' ^. 17/ .1 113118' San. AWOL. WA*, PIG. 110th. 18re' 1 1• �_.__., wild 17 5.8033 18 34014 sam.k pt. NC. Vert ��' l' ,, 1518' { i,., ^i Al 1, O SASH MTG. RAIL -1497 ALUM. REINF. 6063-T8 29 stS75 Franelbech „}cab WG11S Sash Cat,, PVC. 1>pec I . ®° 21 84358 nnaatmcb 1 y18. 23 5.1504 23 P3804 PalmTaudem PVC FIXED MTG. RAIL -6001 PVC SASH TOP/BTM RAIL-6004 PVC SASH SIDE RAIL -5028 . 24 P3783 lack, bpact, PVC 25 143784 Keeper. Ppaat P/C 26 P4215 Weep Omer w/ Rep Bla' M 1 114` I 0 3/38• 27 33983 Reif. FHh. RNA 1174' 1 as P3429 MO., 0270 x back RhSeat Cesp .187 oexz000R,w+sis are' i L. � )-- PVC GLAZING BEAD 6016 n a37� 30 8-1112 Casting Bead ._ ROLLER TRACK -1678 t ,re SASH IMPACT HOOK -1556 FIXED MTG. RAIL -1499 S.B.RJS.S.R. -1498 ur 1 31 P8788 ae x 0.825 Ph PHSMS 32 P-4051W 38x1250 MPH 1BC.Y8d. ALUM. 6063 -T6 ALUM. 6063 -T6 ALUM. REINF. 6063 -T6 ALUM. REINF. 6063 -T6 (Fi MI 9 0.825 Wad MIRK Pax. Elb Vinylve Mgt Base. 350 iph 33 P3748W ,. 34 R3310 as 1+ 35,1 18 x ar Saute, Frenhe btaaw lbok 3/W F 11,8' t 9/,e' my + ++8' Q PVC SCREEN CATCH - 6013 36 P3342 Steal 5U4504 ^ -: , Cap Flat VT Hee tbt 8181 Uhree} 1t PVC SCREEN SUPPORT - 6014 37 P3752 ! ( WV ” I 3, 33436 39 P9439 FbtMet, WSW. 'H' — 2II' —•I ANCHOR CUP P-3780 FRAME IMPACT HOOK -1577 7/18• -1 1 , ALUM. 6063 -T6 (HS HEAD) I I 46 P3352 Sat Bk., 85 flux. U8' x Drs• x 2 1-5.. 41 61738 HS- 82000oldCatlabel. VTab.MulctRsnaG 42 P3881 Tenporer7 LbL (NR43(0P} ALUMINUM 606346 43 P8813 Ol/SLbL (UE4 . - -3 • —� SCREW SUPPO - 3113 44 Caeae.liiwd inc, +i.-- -2entr - 3+s' 1518- 45 Gloss, Sash 8 8 ..._ 01aaSeaL Fiked ! t •, L 3� „/7W' A UPDATED PER NEW RC REQUIREMENTS (07107/08+ W 33281 . Spacer, WraSeat Sash t•E: 1 j� /,.y+�7 a �L _" • . "AAA��, • %- ,.�`''" , • �, - p ' i I/� �. ` ieDO - "- - 1900 S.W.44TH SYSTEMS 1nOC LA FLORIDA 34474 EXTRUSIONS 8. B.O.M. - LARGE MISS4.E 01PACT 47 Waal 6a RW18 Semen Fiane. Hare. ,/4' 7 ♦. M 33218 Screen Rams, Vert Se FV1 t saes, Rams Comer w7 ? FF E IMPACT.- ALUM. 6063 -T6 (HS ) PLAN VIEW OF ANCHOR CLIP - s1 P4531 Screen Gbh. 18x18(bor se 32 143228 Screw SpIne..t55MOW. 33 1'3028 Screen Rabb Saeen ,, 19 -' / 5.a ;pyr. NM' SAT 7/15 �. v nut: OF 357 S4 P3033 FraneCe,th }'496. PVC. HS • aBOFRtTAa7AiDCO1tR06liW. '� WHOM N NPMT�ABA1 watrtF.w PEPASgon OFCUSIOUWINDOW SYMMS. tao.ISPaahaBRaQ. a3 &1577 56 1`5.1493 Reil.ltBR/B$R Vent Sorer St9PaK PVC F1- NO 12514 *'"� kthh tr: A 8-a 143113 ,3 DAL EMBEDMENT) it 11• MAX. SHIM PEE NOTE 263ON SHY. 2) LUZ (MDL EDGE DIST.) ANCHOR CLIP AIM OPENING BY OTHERS U4 MAX SHIN (SEE NOTE 2 A 3 ON SHY. 2) INSTALLATION ANCHOR. alr DIA. MASONRY ANCHOR. ANCHOR CUP SEN.EMBEDMENT) • 4• •4 • • INSTALLATION ANCHOR. IMO WOOD NCHOFI. • • 44, • • 4: •4MID OTHERS •4 •4, • • 4 • 2 BY WOOD BUCK e OTHERS CONCRETFIMASOVRY BY OTHERS ••P • •P • • 6 e• LUX (11SN. EDGE DIST.) -1 BY WOOD BUCK BY OTHERS EXTERIOR RASH BY OTHERS 1.11 E MBEOMENT) CONf.�iHETEI 1 4� 4 4 • 44 • 4 • 4 • MASONRY • • BY OTHERS 4 44 44 • 4 • 4 a, a• 114 MAX SHIM (SEE NOTE 26 30N SHT. 2) PERIMETER CAULK BY INSTALLER 1 BY WOOD BUCK • BY OTHERS ANCHOR CUP WINDOW FRAME • • EXTERIOR ISH BY OTRERSFIN WIDOW FRAME HEAD INSTALLATION ANCHOR. 3116' CIA. MASONRY ANGER. WIINDOW FRAME MMI PERIMETEFI GAU K BY INSTALLER 4• •4 .4 44• comonerenamearf • • BYOTNERS •4■ •4 •• 4 .4 H0RIZONTA SECTION Al CUP (MASONRY) INSTALLATION ANGLER. 311Ir DIA. MASONRY ANCHOR. WINDOW FRAME SILL PERIMETER CALM( BY BY OTHERS ANCHOR CUP WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER PERIMETER CAULK BY INSTALLER • • ®HORIZONTAL SECTION CLIP (WOOD) INSTALLATION ANCHOR. 3116' DMA. MASONRY ANCHOR. EXTERIOR FINISH BY omens 14 MAX W M (SEE NOTE 2 & 3 ON SHT. 2) 'm. i C.t e. e•• :s• •C •S .• •c; .e.- ►e. C e e e e e ••e ► b••e .,• •-.•• •4 • 1 • •... •r• r. .•• •• r• •• • :rte •r•••••• • • • ••J•►i•• • .r•• • • r• r• r.••• ••••• r• fir • .•1• r ►•• •• •r •• rte ♦ .iry •• • 1 BY WOOD BUCK BY OTHERS 1 114 (MCI. BIBEDMENT) LUZ (mot. EDGE DIET.) ( \ VERTICAL SECTION ■.S./ CUP (MASONRY) CONY BYOTHEFIS e ••0 a ••B .B e.R • :�• CONCAETEAAASONRY -/' BY OTHERS ((R\ALTERNATE PRECAST SILL. DETAIL r114• MAK SHIM (SEE NOTE 283ONSHT.2) 1 • •mss • De. e e .f11. EMBEDMENT) • e p4 CUP (MAS0IETY) s EPSC *IONOO:T44E solUWIND SOCK 1N SOLE PROPERTY OP WINDOW MOWS, C. ANY REPRODUCTION WMTORABAMOLD WIDOW YPRITIEN PEIDASSION GUNTON WINDOW SYMMS, 110.5 PROHIBITED. 212 HAW. EDGE DIST.) BTIERIOR BYOjHERS2IISH (07/07/08 YANDOW SYSTEMS t�00 $.W.44TH AVENUE x • LAA34474 LITTON ANCHOR W/CUP OETAA.- LARGE MISSILE SAPACT ,..,...: •.••, • • . , S • BAT ` 1E: 7/1512003 • LR08fArOLOMiIB., • FL P.E. NO. EQ5t4 • __ CWS -157 OF DRYWALL BY CAULK BETWEENBUCK OTHERS AND OPENING BY OTHERS � CONCRETE/MASONRY BY OTHERS �BY O . CAULK BETWEEN BOOK AND OPENING BY OTHERS (MIND. EDGE DIST.) r- • (MIL EMBEDMENT) . ° • ... •• 0.. • ° • • • • INSTALLATION ANCHOR. 3118' DIA. MASONRY SCREW **NEOPRENE BACKED WASHER THRU SCREW SUPPORT. vt EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER W(NOOW FRAME HEAD WINDOW FRAME PERIMETER CAUUC BY INSTALLER EXTERIOR FINISH BY OTHERS '-r� nor DRYWALL EN OTHERS BY W000 OTHERS BUCK 114 MAX SHIM (SEE NOTE 28 SON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER err (MIN. EDGE DIST.) •• 4 1 BY W000 BUCK BYOTROS U4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER ..3 fit (MAN. EMBEDMENT) 1!4' MAX SHIM (SEE NOTE 2 43 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER IMIN. EMBEDMENT) INSTALLATION ANCHOR. 3116' DIA. MASONRY SCREW wiNE- OPRENE BACKED WASHER THRU SCREW SUPPORT. INSTALLATION ANCHOR. NW DIA. MASONRY SCREW **NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAUUC UNDER • W H BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BYOTHERS 1!4' MAX SHIM (SEE NOTE 233ON SHT. 2) reStit LA/i__ ♦• .•°: 4? • ••• • • •••• r• •i. • • • •A • • ♦. ♦• • • • CONCRETE/MASONRY • OTHERS tMIIL EDGE DIST.) & VERTICAL BECTON Z/ FRAME (MASONRY) ST U. STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SI.J. LEVEL. BY OTHERS (MAIN. EMBEDMENT) WNDOW FRAME PEPER INSTALLER C U.K JAMB EXTERIOR FIMSH BY OTHERS ®HORIZONTAL SECTION FRAmIWIBONRY) WINDOW FRAME 8(U. PERIMETER CAU.K BY INSTALLER SCIERIOR FINISH BY OTHERS DRYWALL BY OTHERS • ► INSTALLATION ANCHOR. ' ► ►tO W0OD ANCHOR WI • ► NEOPRENE BACKED • • WASHER THRU SCREW SUPPORT. WINDOW FRAME JAMB PERIMETER CA= BY INSTALLER EXTERIOR I BY OTHERS DHITALSECTION FRAME (WOOD) INSTALLATION ANCHOR. 3116 DIA. MASONRYSCREWIIMEOPRENE SACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SOREW HEAD SY INST LIER 4 • A BY OTHERS CAUUCBETWEENBUCK AND OPENINB SY OTHERS E. v4- MAX SHIM (SEE NOTE 28 3 ON EMT. 2) 0.. • •• •K 0 • e •0 t • ► 0 • Or• .Or • 0 • 0,B. 6rp0 • p•P rP.t•,D,rp i ►.. .r•• •r • ..••e•'•00•••ew••Diw "_ • D, /j .,,,� 2 trr it• CONCRETE/MASONRYJ MIL EDGE DI8T.) BY OTHERS (R\ALTERNATE PRECAST SI.I. DETAIL V/ FRAME (MASONRY) B b ►•t D:e (MIN. EMBEDMENT) •t • A� UPDATED PER NEW FRG REQUIREMENTS 07/07/08 .• s- w. y_fww PBOPRBTADYN OCOIBONRML • L • KOBtItTO COMl18 TIB WRORMATIC commas) /2. N1V REPfi oPmen l3 THE AS WMOW B1Bam ENO. ANY RWRODLCIICMNNPART OR AS A 'BO FL•P 12).62514 a -, DAMEt P2MANNON OA CUSTOM WARM SYSTEMS.NG IS PAO1 Ol • _ e WINDOW SYSTEMS 1800 S.W. 44T14 AVENUE • FLORIDA 34474 INSTALLATON THRU FRAME DETAIL -URGE MISSILE IMPACT 7/15/2008 GWS •157 7oF8 SWATHING BY OTHERS EXTERIOR FINISH aV OTHERS CAULK BEHIND FN BY INSTALLER WINDOW 1# WRA PERIETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY IN STALER PERIMETER CAULK BY INSTALLER WINDOW WRAP EXTERIOR SH BY OTHERS BY BY OTHERS LITZ (mat EMBEDMENT) INSTAU.ATIONANOHDR. s• �\ 4 IBW000SCREW �� / 6 '��. BYNIIJCK 4'l;j 111 ii1ii L tic MAX SHIM (SEE NOTE 2 & 3 O SHT.2) 114• MAX 514M i1 (SEE NOTE 283ON BHT. 2) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 28 WOOD SCREW aN VERTICAL SECTION FIN (WOOD) (MIN. EMBEDMENT] BYWOOD BUCK THERS INSTALLATION ANCHOR a8 WOOD SCREW ILL/2' (MI'L i tT) B OTHERS r —1/4' MAX SHIM (SEE NOTE 2 8 3 ON EIf. 2I • • EXTERIOR FINISH BY OTHERS CAULK BEHIND FN BV INSTALLER WINDOW FRAME JAMB aMitl I CALLER PERIMETER CAULK BY INSTALLER HORIZONTAL SECTION FIN (WDDD) A I UPOATED PER NEW FRC REQUIREMENTS 1077/38 .P. j■UP 1 Mimi SYS1E MS S.W.44TH AVENUE FLORIDA 34474 ALLATION A CHOR FIN DETAIL- LARGE MISSILE IMPACT 't:Tfosiitro .141030 FL P.E.NN0.84611..y 7/1512008 CWS -157 8 OF 8 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 Engineering Evaluation Report • Report No.: 510486A Manufacturer. Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL 34474 Product tine: 8200 PVC Horizontal Slider — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Flora Department of Community Affairs for Statewide Acceptance per Rule 90-72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. • Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentatlon: 1. Approval document drawing number CWS -157 Revision A, dated 06/10/2008 sheet 1 of 8, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E 2. Test reports: a) Report No.: NCTL 210 - 3167 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201-94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, *67.5 psf design pressure, 7.75 psf water infiltration TAS 203-94 Cyclic Pressure Loading ±80.0 psf design pressure b) Report No.: NCTL 210 - 3167 -18, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1998 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level 0, Wind Zone 4 ASTM E 1886/E 1996 Cydic Load Test, ±60.0 psf design pressure AAMA/NWWDA 101/I.S.2 97 Design Pressure: ±60 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. Llm/tadons and Conditions of use: • Maximum design pressure: *60 psf • Maximum unit size: 74" x 54" • Maximum D.L.O.: 33 3/16° x 4913/16° • Units must be glazed with %° IGU consisting of outboard late 1/8" Ann — Air -5/16° laminated inboard fife consisting of: 1/8" Ann — .090" Dupont Butacite PVB inte:layer -1/8" Ann., per ASTM E 1300. • DuPont Butacite PVB inte►iayer per NOA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.01 Installation: • Units must be installed in accordance with approval document CWS -157 Revision A. Cerdlicatlon of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the products) for which this report is being issued. Also, I don't bavg nor will acquire a financial interest in any other entity involved in the approval process of the listed product(sjr� :.4 .. ` "- r:. • a • e�:: �• t' 1 of 1 •per./".. - �,. @�� -.0 ... .. • NI%. R' !t!a7•1 ; ,7�: $± BHOF ;aye FL No.: 62514 P.E. ��ib ioNAI�i �`�� 07/15/2008 Florida Building Code Online fInterests Busines r,• Professi6nal R PuygcUser product Aooroval Menu > p,aduct or Aoahcauon Sward, > ., rs e • , ..� - ..., n Detail Login Sign up &seva your 9svoritnc. ' BCIS Home Log In User Registration Hot Topic Submit Surcharge Stets a Facts ' Publications FBC Staff SCIS Site Map Links Search FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address /Phone /Enrafl 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 niafevre@cws.cc Authorized Signature Michael LaFevre niafevre@cws.cc Technical Representative Michael LaFevre ## Address /Phone/Emaf Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre@cws.cc Ralph Emringer ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Nene who developed the Roberto Lomas Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checldist - Hardcopy Received Certificate of Independence fL7067 R3 COI 510485A (Eva! Rep H5 -8200 Inuact XO 74x54).odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year AAMA/101/I.S.2 -97 1997 AAMA/WDMA/101/I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 Sections from the Code www.fioridabuilding.org/pr /pr app dU. aspx ?param-- wGEVXCiwtpgvmjvMZS... 1/2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option!) 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Summary_ofproducts __ FL S € Model, Number or Name a Description 7067.1 I HS -8200 Vinyl Horizontal Slider ; HS -8200 Vinyl Horizontal Slider (impact) 74x54, XO Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other. Large Missile, 74x54, DP = +/- 60 psf, (Impact). 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. 7067.3 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 R3 II CWS -157A (HS- 8200 Imoactl.odf ' FL7067 R3 II DuPont PVB NOA 05 -1208 02.odf FL7067 R3 II Micron NOA 06 -1220 01 odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 P3 AE 510485A (Eval Reo 1-IS -8200 Irtoact CreatedA.e..� HS -8200 Vinyl Horizontal Slider, Impact, 111° x 63 ", XOX Installation Instructions FL7067 R3 II CWS -732A (I-1S -8200 Impact XOX1.adf FL7067 R3 II DuPont PVB NOA 05 -1208 02 odf FL7067 R3 II DuPont SGP NOA 07-1116-04 odf { FL7067 R3 A Micron NOA 06 -1220 01 odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports i FL7067 R3 AE 5104878 (Eval Reo HS- 8200 Imoact XOX 111x631.od( Created by Independent Third Party: Yes MillaTiri W Alum MR. Installation Instructions FL7067 R3 II CWS -186A (HS -8200 Insect 72x631 odf FL7067 R3 II DuPont PVB NOA 05 -1208 02.odf FL7067 R3 II Marron NOA 06 -1220 01 odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510486A (Eval Reo 115 -8200 Impact. XO 72x63).odf Created by Independent Third Party: Yes J Contact Us ::.1940 North Monroe Street. Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Covvrlaht 2007 -2010 State of Florida :: prlvaty Statement :: Accessibility Statement :: Refund Statement Under Florida law, a -mall addresses are public records. if you do not vent your e-mail address released in response to a public-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DSPR's ADA tab accessibility, please contact our Web Master at vebmaster(DdborstateJLut. Product Approval Accepts: V.,gHyn fl"vse credl sAFE www.itoridabuiiding.org /pr /pr app dtLespx?peram wGEVXQwtDgvmjvMZS... 2/2 Lek v 0 v HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 112 1/4• MAX. OVERALL FLANGE WIDTH 111` MAX. UNIT WIDTH v /13h Oh IN Lk vv vv SASH HEIGHT 63 MAX UNIT HEIGHT II> °vv AITIk TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS„ 1 ANCHOR SCHEDULE AND NOTES.._._ ..... 2 DESIGN PRESSURES & GLAZING.....„3 SECTIONS & ALT. FRAME.. ..... „ „.„..........._4 EXTRUSIONS & BILL OF MATERIALS.. 5 INSTALLATION DETAILS.._._......_ 6 7 53 3/4• GLASS DLO 5813/1G GLASS DLO 23 3/4• GLASS DLO 2Z MAX SASH WIDTH PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OFCUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, 74C. IS PROHSRED. PVC IMPACT REQUIREMENT' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:'X/O/X• 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6.8 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: /a• L NCTL 210- 3459 -1, NCTL 210-3459-1A, NCTL 210- 3459 -2, NCTL 210- 3459 -2A NG 9. SERIES / MODEL DESIGNATION HS -8200. 10. W000 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 DIgitany signed by Florida PE Location: 1432 Woodford Road I.owlsvIe, NC 27023 Data: 2008.07.16140:36.04' Al UPDATED PER NEW FBC REQUIREMENTS 07/03/08 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 pTLEGENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT 4tNltb: )R WNBY: AM 3AtE: 7/82008 PVC HORIZ. SUDER VfODEL 8200 NTS DWO"O.: CWS -232 SHEET 1 OF 7 4EV.LtI ItH: A MA V4• X 0 X X F e 58 V °vv AITIk TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS„ 1 ANCHOR SCHEDULE AND NOTES.._._ ..... 2 DESIGN PRESSURES & GLAZING.....„3 SECTIONS & ALT. FRAME.. ..... „ „.„..........._4 EXTRUSIONS & BILL OF MATERIALS.. 5 INSTALLATION DETAILS.._._......_ 6 7 53 3/4• GLASS DLO 5813/1G GLASS DLO 23 3/4• GLASS DLO 2Z MAX SASH WIDTH PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OFCUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, 74C. IS PROHSRED. PVC IMPACT REQUIREMENT' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:'X/O/X• 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6.8 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: /a• L NCTL 210- 3459 -1, NCTL 210-3459-1A, NCTL 210- 3459 -2, NCTL 210- 3459 -2A NG 9. SERIES / MODEL DESIGNATION HS -8200. 10. W000 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 DIgitany signed by Florida PE Location: 1432 Woodford Road I.owlsvIe, NC 27023 Data: 2008.07.16140:36.04' Al UPDATED PER NEW FBC REQUIREMENTS 07/03/08 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 pTLEGENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT 4tNltb: )R WNBY: AM 3AtE: 7/82008 PVC HORIZ. SUDER VfODEL 8200 NTS DWO"O.: CWS -232 SHEET 1 OF 7 4EV.LtI ItH: A 6' MAX 6' MAX (TIP) 16" MAX O.C. OW) L__ rMAX. O.0 ^. B • .. • Ll__ NOTES: 1. INSTALL ONE ANCHORS AT EACH LOCATION. 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 TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED. 5. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD BUCK, OR FRAMING. 6. #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. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 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 0=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM G-90, GRADE N, TYPE 1 (OR GREATER). • . . . now FRAME a CUP OPENNO 4" MAX tr/PI 4' MAX 6" MAX oa INSTALLATION ANCHORS TIP. 6" MAX O.C. L T I � x 1 L O x 1 r 0 x NOTES: 1. INSTALL ONE ANCHORS AT EACH LOCATION. 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 TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED. 5. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD BUCK, OR FRAMING. 6. #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. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 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 0=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM G-90, GRADE N, TYPE 1 (OR GREATER). • . . . now FRAME a CUP OPENNO 4" MAX tr/PI 4' MAX 6" MAX oa INSTALLATION ANCHORS TIP. 6" MAX O.C. L T 0 x PROPRIETARY AND CONRCIENTIAL THE INFORMATION CONTAINED IN THIS DRAWING 03 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. ANCHOR NAIINNG RN (WOW OPENING) G) DETAIL B Digitally signed by Florida PE Location: 1432 Woodford Road Lewisville. NC 27023 Date: 2008.07.16 14:50:15 '0400' NSTALLATION ANCHORS TYP. A, UPDATED PER NEW FBC REQUIREMENTS 07/03/08 lIIL. WiNDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT )ATE: 7/8/2008 WO. No.: CW5 -232 St14": PVC HORIZ SUDS MODEL:8200 'HAWN Br: AA J SCALE NTS NEV. LETTER: A Er. 20F7 MODULAR STEPS (UNIT W INDO W S1ZF HEIGHT (IN) WIDTH (IN) GLASS TYPE 17 7/8 29 1/2 31 1/2 35 1/2 391/2 411/2 431/2 471/2 54 63 47 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 51 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 74 1/2 85 1/2 90 1/2 A,B,C,D A,B,C,D A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 96 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 1021/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 111 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 COMMODITY SIZAS (1IP -1IP) WIDZH (IN) GLASS TYPE 53 1/8 A,B,C,D 75 1/4 A,B,C,D 82 1/4 A,B,C,D 90 1/2 A,B,C,D 100 1/2 A,B,C,D A,B,C,D 19 1/8 38 3/8 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 0 +60/ -60 +60/ -60 3/4. OVERALL 1/8' ANNEALED GLASS 5/16' AIR SPACE 5/18' LAMINATED 1/8• ANNEALED GLASS 3/32' DUPONT PVB INTERLAYER 1/8' ANNEALED GLASS 551/4 641/4 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 314 OVERALL 1/8' TEMPERED GLASS 5/16' AIR SPACE 5/16' LAMINATED 1/8 ANNEALED GLASS 3/32' DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS GLASS TYPE A GLAIS TYPES ACTIVE SASH GLASS PROPRIETARY AND cNFOTENRAL THE INFORMATION CONTAINED IN THIS DRAW INO IS THE 801E PROPERTY OF CUSTOM WINDOW SYSTEMS. NC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WNDOW SYSTEMS. INC. IS PROHIBITED. 7/8' OVERALL 3/16" TEMPERED GLASS 1/4' AIR SPACE 7/16' LAMINATED 3/18' ANNEALED GLASS 3/32" DUPONT SGP LAYER 3/16" ANNEALED GLASS GLASS TYPE C DIObally sired by Florida PE Location: 1432 Woodford Road Lewffivl0e. NC 27023 Date: 2908.07.1614:49:54 044100' FIXED GLASS NOTE: IF SIZE INTENDED IS NOT SHOWN. USE NEXT LARGER SIZE. 7/8' OVERALL 3/18 ANNEALED GLASS 1/4" AIR SPACE 7/16" LAMINATED 3/16' ANNEALED GLASS 3/32' DUPONT SGP LAVER 3/18' ANNEALED GLASS GLASS TYPE D Al UPDATED PER NEW FBC REQUIREMENTS 07/03/08 JA 1 I IC /0 *''''i .VGENB l44p =y — i'i) 44cittLi*r- TAT fV` iC1.4.11OR10P•� /17/1)/NA WG� I.,f14.-.INDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, 7112'DP CHART & GLAZING - LARGE MISSILE IMPACT yt ; )HAWN BY: AAJ "ATE: 7/8/2008 PVC HORIZ. SUDER N°°� UAI NTS uw� NO.: 8200 S CWS-232 4tV. Lk kW A Ham: 3OF7 OVERALL FLANGE HEIGHT EXTERIOR INTERIOR SEE GLASS TYPE DETAILSHT.3 ill 1 .rl_•�L.I�I� r31 W 11�i;`�U .Aria, 111111 11 BLS -'-f= 0 Ulf q:: UNIT HEIGHT KCAL VERTICAL SECTION ©4 NOTE: SHOWS FRED LUTE CUT AWAY QB' _ 1.L PATE: SHOWS SASH CUTAWAY VOTE: ITEMS 27, 29, 36, 41, 42, 43, `>D. 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. I TYPICAL HORIZONTAL SECTION DETAIL A (JAMB IMPACT HOOKS) DETAIL C (HEAD IMPACT HOOKS) IMPACT HOOK SPACING: 1) JAMB HOOKS: A) r FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4'. 2) SASH CATCH: A) 2 -1/r FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6' FROM A) UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 813/4”. C) INNER HOOK 3 7/8` FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2 -1/2' FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. Dimly signed by Florida PE Lomb= 1432 Woodford Road Lewisville. NC Date: 2008.07.1814:4025-04'00' AI UPDATED PER NEW FBC REQUIREMENTS PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. �. ANY REPRODUCTION M PART OR As A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 1 07/03/08 i�0 AT ``0111111//1/4 . . I0 • `v\•�GEIU�q'h9�i� WIN N, C- • 1900 S.W. 44TH AVENUE =Ir. 0 1 * _ OCALA, FLORIDA 34474 =vti= TITLE' i4 • s6KI s: 7RAWN8Y: �'c • �= OR10Q; • �� PVC HORIZ. SLIDER AA.' °. 1,5)/6,00.14/1-Ai I �t %. Mull 8200 OF *tit SECTION VIEWS B ALTERNATE FIN FRAME - LARGE MISSILE IMPACT - ATE: 7/812008 SCALE: NTS 7wa. NO.: CWS -232 AEV. LETTER: 13REET: A 4 OF 7 Item 0 Pert Description H-8031 hWn R. SH, wing.. PM Head 2 146031 Main Fr.. SI{ w/Fg., PVC, SI 3 1+8031 Malt Fr., SH, w/Rg.. PVC. L Jb. 4 1+6031 Mtn Fr., 6H, wing., P/C, R. Jb. 5 H-1681 Heavy Duty Meet. Rai. Akan, Fxd. 7 140027 Sash kdaet Rai, PVC 8 EE1497 R U. Sash Wet. Rai 9 H-6028 Sash SoSmn Ral, P/C (S.S.R. for HS) 10 9-1498 R&M. S.B.R/S.&R, Rork. 11 1+6004 Sash Slte/fop/Bot R� 12 36005 Rear. track PVC 13 361209 dz. Bd., 7/8'.Fid., Horiz. 14 36009 Gk. Bd. 7/8',Fxd. Vert. 15 36018 CRz. Bd, 3/4',Sesh, Ibtlz. 16 38018 Gr.85., 3/4',Sasla Vert 17 5-6013 San. R811111.. 198017, WC,1b1 18 6-6014 San. Adapt, PVC, Vert. 20 31578 Frans Catch, Janh, PVC, HS 21 31556 Sash Catch, PVC, hpact 23 P4804 Met Tandem 24 P.3783 Lock, h9act P/C 25 P.3784 Keeper. hpact. PVC 26 P.3215 Weep (over wl Rap 27 P3693 Rend. Rate, FAR. 28 P-3429 Warp., 0.270 x .187 back ReSeal, Gray 30 31112 Gazkar Bead 31 P.3768 11820.625 Ffi RAGAS 32 P-4051W 08 x 1250 Ri Rl1HC, Wht. 33 P-4264W 18 x 3/4' FH Ph W/16 Head, Sett rang Type A, Scr 34 P-3010 Bulb Vinyl w/ Wgid Base..350 High 35 P-3531 88 x 3/8' Screw, Frame intact Hoak 36 P.3342 Seam Seater. SM -5504 37 P-3752 Cap Rug, 12-Ebb 38 P4438 Hbt k1ei. TruSeal, 91' 40 P-3352 Set Bic. 85 Our.. 1/8" x 5/8' x r Lg. 41 P-3738 E136200 acid Cert. label, WIC Tab, hpact ASTME 42 P-3881 Temporary LW. (NFL 43 P3813 CWS Lbi. (logo) 44 Gass. Fixed 45 Glass. Sash 46 P3281 Spacer, UaaSeaL Faced 47 P3281 Spacer, DuraSeal, Sash 48 P3218 Screen Frame, Wiz. 49 P-3218 Screen Frame, Vert 50 P3321 Screen Frame Caner Key 5I P4581 Screen Cloth, 18 x 16 Fbergless 52 P3228 Screen Spice, .155 Dia., Bk. 53 P4029 Screen PW Tab 54 P3033 Screen Sprig, SS 55 6-1577 Frans Catch, Mead. PVC. HS 56 31498 ReW. S.8.R/S.SJ Vett. 57 116026 Main Fr., HS, w/Rn., P/C 58 P-3113 Screw Support, PVC 23116' PVC FRAME FLANGE -6031 Fes-- -31/8' 13118' F..- HD MTG RAIL -1681 ALUM. 6063 -T6 PVC SASH TOP/BTM RAIL -6004 I I. PVC FRAME FIN -6026 1 5/8' 1/18' 15/8' IfTl I L SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6028 0 3118' 1/16' 1/4' 3/8' ROLLER TRACK -1678 ALUM. 6063 -T6 5/8' L SASH IMPACT HOOK -1556 ALUM. 6063 -T6 of Id FRAME IMPACT HOOK -1577 ALUM. 6063 -T6 (HS HEAD) 1 5/16' 11/16' FRAME IMPACT HOOK -1576 ALUM. 6063 -T6 (HS JAMB) 5' 0 3/I6' 03/16' 1• I I I r 5' -I PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHISITED. 5' I 5/16' r 7/8' t.7 PVC GLAZING BD -6016 r 3,16-_71 -1 3/4' SASH CORNER CONSTRUCTION I-HAMh LOHNbHi S.B.RJS.S.R. -1498 ALUM. REINF. 6063 -T6 3/16' —. TSCREW SUP.-3113 3/16' 7/8' PVC GLAZING BD -6009 r ,8 5J16' PVC SCREEN CATCH - 6013 PVC SCREEN SUPPORT - 6014 Dgnw.Iprla lame PS Lootlm. 14.12 *mewl cram lwt<rtx. ex: 2ra.1 Daft 2008Ai./9 14:48:4e Olaa Al UPDATED PER NEW MC REQUIREMENTS 1 07/03/08 WINDOW SYSTEMS 1900 S.W. 4411 AVENUE OCALA, FLORIDA 34474 EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT 61 =HIES: RAWN BY: AAJ 7ATE: PVC HORIZ. SLIDER MODEL: 8200 60u6: NTS lEV.ISTTER: A 7/8/2008 3wa./40.. CWS-232 HEFT: 5 OF 7 CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS 21i2' (MIN. EDGE DIST.) (MIN. EMBEDMENT) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS • • •• • • ► • DRYWALL BY OTHERS 1 BY WOOD BUCK BY OTHERS 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR. 3/18' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. DRYWALL BY OTHERS 1 BY WOOD BUCK BY OTHERS 1/4" MAX SHIM (SEE NOTE 2 &3ON SHT. 2)~ CAULK UNDER SCREW HEAD BY INSTALLER (MIN. EMBEDMENT) DRYWALL BY OTHERS .cy41;11 1('C,r__ ._:i1I 111 11111101]:= mi WINDOW FRAME ■ M: .IAMB ( L � WINDOW FRAME �c =* JAMB 2 1/2' (MIN. EDGE DIST.) INSTALLATION ANCHOR, 1310 WOOD ANCHOR W/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 2 BY WOOD BUCK BY OTHERS JALC MN. EMBEDMENT) 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) PERIMETER CAULK BY INSTALLER SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS CONCRETE/MASONRY BY OTHERS 21/2' 1••-• (MIN. EDGE DIST.) ®VERTICAL SECTION FRAME (MASONRY) —1 114' (MIN. EMBEDMENT) EXTERIOR FINISH BY OTHERS ©HORIZONTAL SECTION FRAME (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER J 1/4' (MN. EMBEDMENT) CAULK BETWEEN BUCK - AND OPENING BY OTHERS (3-) HORIZONTAL SECTION l,21 FRAME (WOOD) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CONCRETEIMASONRY BY OTHERS 21/2' (MIN. EDGE DIST.) ®ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) /J Digitally signed by Florida PE \\?t C, E):r:��ll,9 �� WINDOW SYSTEMS Location: 1432 Woodford Road = V, �‘C .• al •� �r- Lewisville, NC 27023 1900 S.W. 44TH AVENUE Date: 2008.07.1614:48:09 - 04'00' ---11r ' 0 6 • * = OCALA, FLORIDA 34474 • �� 1 i LE INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT �0�.. A•. ` .1 ES JHAWN k)Y: AAJ .)ATE: 7/8/2008 �i lC •<0Mte . • � PVC HORIZ. SLIDER ss��NA j1E�G \ 8200 S NTS 1 wa NO.: CWS -232 Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 PROPRIETARY AND CONF /MAL 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. V. L l 1 M: A !i'HEE r: 6 OF 7 i SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD (MIN. EMBEDMENT) INSTALLATION ANCHOR. 88 WOOD SCREW WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS 2 BY WOOD BUCK BY OTHERS L1/4• MAX SHIM (SEE NOTE 2 &3ONSHT.2) r_ 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) SHEATHING BY OTHERS ®VERTICAL SECTION FIN (WOOD) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 08 WOOD SCREW LIM MN. EMBEDMENT) 2BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 08 WOOD SCREW LILt (MIN. EMBEDMENT) r SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW FRAME JAMB 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. WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER HORIZONTAL SECTION FIN (WOOD) Digkally signed by Florida PE Loeallon: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.113 14:45:38.04'00' Al UPDATED PER NEW FBC REQUIREMENTS 07/03/08 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE:INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT StHItS: JHAWN SY: 3R16: PVC HORIZ. SLIDER AAJ 7/8/2008 SCALE: Nis 4tV. LtTItR: A Two. NO.: CWS -232 SHEET. 7 OF 7 I_ IGka iii L Share Florida Building Code Online finterests Business, Professional Login Sign up a saw your favorites BCIS Home Log In User Registration Hot Topics Submit Surcharge Scats & Pacts Publications PBC Staff Product Approval USER: Public User product Aooroval Menµ u product or Aoolicatian Searctr u Rnolicatlan List u AppIIcasesostaa FL Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Custom Window Systens Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 rriafevre@cws.cc Michael LaFevre miafevre@cws.cc Technical Representative Michael LaFevre Sd Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Erminger 48 Address /Phone /Email 1900 SW 44th Avenue Custom Window System, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph@cws.cc Category Subcategory Compliance Method 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 Nacre who developed the Lucas A. Tumer Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifk:ations, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urlch, PE Validation ChecIdist - Hardcopy Received Certificate of Independence FL12248 RO COI EvalReoort- HS8200- 73x621moact- 0P75.odf Referenced Standard and Year (of Standard) Zomba year AAMA/101/I.S.2/A440 -05 2005 ASTM E1886 -02/05 2002 ASTM E1996 -02/05 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuildIng.org/pr/pr dtLaspx ?param=WGEVXQWtDgvZRNLeb... 1/2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved a of Products Florida Building Code Online Method 1 Option D 03/04/2009 03/04/2009 03/1/2009 04/07/2009 FLlt j Model, Number or Name -r Model, p [12248.1 HS -8200 Vinyl -- - - Slider 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. !HS-8200 Vinyl Horizontal Slider (Impact) 73° x 62 °, XO or OX. Installation Instructions FL12248 RO 0 CWS -399 (115-8200 Ir[oact 73x62 75DP).odf FL12248 RO 11 DuPont SGP NOA 07- 1116- 04.odf FL12248 RO II Mlloon NOA 06 -1220 01.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL12248 RO AE EvalReoort- HS8200- 73x62Imoact -DP75 odf Created by Independent Third Patty: Yes ERNI Contact US :: 1940 North Monroe Street Taliah FL 32399 The State of Florida Is an AA/EEO employer. goovriaht 2007 -2010 State of Florida :: privacy Statement :: Accessibility Statement • Refund Statement Under Florida lam, e-mail addressee are public records. If you do not want your a -mall address released In response to a pubic -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at xebmastersadbnnstate.fl.ug. Product Approval Accepts v«ewo° - • www.floridabuilding.org /pr /pr app_ dtLaspx ?param=wGEVXQwtDgvzRNLe5... CredktTard SAFE 2/2 78' OVERALL UNIT WIDTH • ELISE MAX. SASH WIDTH er OVERALL UNIT HEIGHT 5138[18 GLASS DLO LAME MAXI GLASS DLO SASH HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIOIS._..._._....1 ANCHOR SCHEDULE AND NOTES......_.._2 DESIGN VIEWS RESSSURES & »4 EXTRUSIONS & BILL OF MATERIALS. »........5 INSTALLATION DETAILS Whiff ---• •— 32.88.1E MAX GLASS DLO MAX GLASS DLO "OX" & "XO" MAX. SIZE pVC IMPACT RE0UIREMENT; 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: VW. "XO' 4. DESIGN PRESSURE RATING: (SEE TABLES-SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. S. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAL 8. SHUTTERS ARE NOT REQUIRED. 7. AU. FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL HEAD & SILL. 8. REFERENCE TEST REPORTS: NCTL- 210,9589.1, NCTL- 2103889.1A 8. SERFS! MODEL DESIGNATION HS -8200. 9.1XOR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCHAN) FRAMING IS RESPONSEEJTY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X. OPERABLE SASH, 0 - FOXED SASH 11. SECTION CAU.OUTS FROM EQUAL SPOT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. PROPRIETARY AND OO �N� THE INFORMATION CONTAINED DR�YO IS PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPROXICTION N PARTOR AS A WHOLE WTDUOUT THE WRITTEN PERIESSIDNCY CUSTOM WINDOW SYSTEMS. NO N PRONSreD. WCAS A TURNER, FL. P.E. NO. 58201 _tflnfffffgf r`��9 44 W TG4�. -4: Na 58201 ;.1:+% • EA:MS *: * = *_ SARA STATE OF t�k►.+' �i��`l�`d•f G R, p.�',��f�• 41114/OMA CU it ∎° WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 rit&GENERAL NOTES & ELEVATIONS - JERIES: , LARGE MISSILE IMPAC 1 ]RAYON SY: AAJ 7ATE: 11/8/2008 *ns NO'` CWS 3IE Near 10F8 L' HORIZ SLIDER SCALE: NT$ %EV 13114 MAX O.C. (TYP) £ M'AX(T"P'"1 r i lX 12112 MAX O.C. c 1 SEE NOTE 2 dkr- O NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. X 2. SHIM AS REOD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/18' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHINS ARE NOT AL10WEP _ •• 4.8/1r DIAL ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTHTO rCHIEVE A MIN. EMBEDMENT OF 1 1/4 INTO` MASONRY T11RU FRAME OR 1 3Y-3 QOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112' SHALL BE ACHIEVED. t S. 210 WOOD SCREW ANCHORS MUSTBE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO 2 BY WOOD&%t K.`H 8. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIAL MUST BE PROTECTED TO PREVENT REACTIONS. S. 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. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.0.42 B. CONCRETE . MINIMUM COMPRESSNE STRENGTH OF 3,200 PSL 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. 3/3/07 PROPRIETARY AtD0 EIRLER 1AL THE NFORMATEN CONTAINED N THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM WW1 WEISS INC. WRITTEN PERIESSON OFFC CUSTOM WPOCAV SYSTEMS. WO. S PROi1I INSTALLATION ANCHORS TYP. LUCAS A TURNER, FL P.E. NO. 68201 ,1,sHuniu,,,,� rsur.ew v 2 Na SB201 X73 ♦• .tom �9• STATE OF "4th � • r E-0% * la: 4 ,hhl'INNd WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 CHORSGYIEDULE& gERIEB: 8200 - LAROF MIR,CY F IMPACT • 11/3/2008 G. NO.: CWS -399 2 0F6 :AAJ hIODEL: HORIZ. SLIDER CALE: NTS 187TER HEIGHT (M BASS TYPE 243/4 A 271/2 A 291/2 31 1/2 351/2 391/2 41 1/2 431/2 471/2 51 1/2 541/4 A A A A A A A A A 17716 +60/ -75 +60/ -75 +60 /-75 +60/ -75 +60/-75 +60/-75 +60/ -75 +601 -75 +60/-75 +60/-75 +601 -75 291/2 +60-75 +60/-75 +60-75 +601 -75 +601 -75 +60/ -75 +601 -75 +601 -75 460/ -75 +60/-75 460/ -75 31 1/2 +60/ -75 +60/-75 +60 /-75 460/ -75 +60/-75 +60-75 +x/-75 +60/ -75 +60/ -75 +60%75 +60/ -75 351 /2 +601 -75 +60 /-75 +60-75 +60/-75 460/ -75 +60/-75 +60/ -75 +80/ -75 +60/ -75 +60/ -75 +801 -75 391/2 +60/ -75 +60-75 +60/ -75 +60/-75 +60/-75 +60/ -75 +60t -75 +60-75 +60/ -75 +60-75 +60-75 41 1/2 +60-75 +601 -75 *60-75 +60-75 +60- -76 +60/ -75 +60/ -75 +60/-75 +60/ -75 +60/-75 +60/-75 431/2 +60-75 +60/ -75 +60/ -75 +60/ -75 +60/-75 +60-75 +80/-75 4601 -75 +60/-75 +60 /-75 +60/-75 49 +60/-75 +601-75 +60-75 +60/-75 +60-75 +80/-75 +80/-75 +60/-75 +60/ -75 +x/-75 +60/-75 51 1/2 +60-75 +60/-75 +60/-75 +60/-75 +601-75 +60/-75 +60175 +60/-75 +60 /-75 460/-75 +60/ -75 531/2 551/2 581/2 +60/-75 +60/ -75 +601-75 '�`- 5 +60/-75 +601 -75 +60/-75 460-75 +601-75 +60/ -75 +60/ -75 +80/-75 +60/-75 +60175 +60/ -75 +60-75 +60/-75 +60/-75 +60/ -75 +60/-75 +60/-75 +60/ -75 +60/-75 +60/-75 +60 /-75 +60/ -75 +60/-75 +60/ -75 +60/ -75 +60/ -75 +60/ -75 +60/-75 +60/ -75 +60/-75 +60/-75 +60/-75 +60/-75 +60/-75 +60/-75 +601-75 +60-75 +601 -75 +60.75 +60/-75 62 +60-75 +60/-75 460-75 +80/ -75 +60-75 +60/-75 +60/ -75 +60V -75 +60-75 +60/ -75 +60/-75 +60-7 +60/ 3/34 CCINFICOINAL THE NFORYATION CONTAINED SDDRAAWWW6N Ole SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. IN ANY REPR07UCTICN N PART OR AE A WHOLE WITHOUT THE WHITTEN PERMESSONOFCUSTOM MOOW SYSTEMS. INC.18 PROiSrED. UJCAS A. TURNER, FL. P.E. N0.68201 NOTE 1. IFSIZE INTENDED 18 NOT SHOWN, USE NEXT LARGER SIZE 1� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ?Mt DP CHARTS /GLAZING DETAIL - LARGE MISSILE IMPACT 9EP ES: 8200 YAWN BY: AAJ )ATE: 11/8/2008 DEL• NORM. SLIDER SCALE: NTS WG. NO: CWS398 LET7ER: -- giten 3 OF5 ©TYPICAL VERTICAL SECTION �J NOTE SOWS SASH CUT AWAY NOTE: ITEMS 23, 27. 29, 3%41. 42, 43. Ip40. 53, AND b4 ARE USED BUT NOT OWN FOR CLARITY. �TYPi AlL HOAI�JDNTA TIC N RIGHT EH WS SASH CUT AWAY NOT • UTE CUT WAY LUCAS A TURNER, FL. P.E. NO. 58201 PROPMETAITTANDOESMEIBIM THE INFORIMITON CONTAINED IN THIS DRAWING M THE SOLE PROPERTY OF CUSTOM WNDOW SYSTEMS. MC. ANY REPRD]UCHON N PART OR AS A WHOLE WITHOUT THE WWTTEN PERMISSION OF CUSTOMTHHEOW SYSTEMS, ea megrim egr41WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 OC` SECTION VIEWS - LARGE MISSILE IMPACT 6200 ` AAd 11/8!2008 WG. NO.: cw$,399 MODEL: HORQ. SLIDER SCALE: NTS 'EY.iETTER: _ MEET' 40F6 13.11# Pert E1.1.0 F ITWA :E--+1=aa•MIMI ,-7 ILL-'1.111'"1:74':5-7i in `risr'111.r:.:-7 V 11112Einfl -i:" 1 W=1 — =:1. I l ;'11, -'^ Th '''?1:`r 4=31 I MO 111111L7._:Mill■ 111L1 ICE .E=MEILLIZLION111.1111111.1=11 111111 ,'ILLZ". [- 771M'"72Lip1111111111111111•111O=11 lug ■I rte ILA' Lou" � YU F r ---a[ =1 IFJM e.. 1 2'1■ IK:31 .11.11 MO R3302 E=LIOLAnlialinill 1=1.-711"r !E,7rP. if8x3$eP I41EC I Mal MULE" 1.01.1.111 eacmai OUILJ'Alli-71777.77? MINIM 1=1 £ U anaetat t' '116:a311=01111101■ 11 Km tab Miter�l - truSeW, W 1•. 4318' 211n8- PVC FRAME FLANGE -6031 PVC SASH BTM. RAIL -6028 HEAVY DUTY MEETING RAIL -1681 ALUMINUM 6063 -T6 7V FRAME IMPACT HOOK -1577 ALUMINUM 6083 -T6 15/16 REINF. SASH RAIL -1699 ALUMINUM 6063 -T6 0 3118' 118' 1518' 311 PVC SASH MTG. RAIL -8027 PVC SASH SIDEBTM RAIL -6004 313' 1n8- REIN . S.B.R./S.S.R. -1498 ALUMINUM 6063 -T6 PVC SCREEN CATCH - 6013 114" 1/16' PVC GLAZEBEAD -6064 MONUTM Y Alm 001I8i1M W. THE WOMBATION CONTAINED N 1H$ DRAWING STIN SOW PROPERTY Of CUBTOA WNDOW SYSTEMS. INC. ANYREPRO7UCTEN N PARTOR AS A =O LE WRHDIJT TIC WRI TBI PE NISSONorCUSTOMWNDOW SYSTEMS. DC.1 PROIIerED. Ins' REINF. SASH MTG. RAIL -1497 ALUMINUM 6083 -T6 1 W-1 PVC SCREEN SUPPORT - 6014 m SCREW SUPPORT-3113 LUCAS A TURNER, FL. P.E. NO. 68201 •:';.. ii; :•1111.8.1 1k ROLLER TRK 16781 ALUMINUM 6063-T6 ,,CGe4GEN4.4 WINDOW SYSTEMS kr. r- No 53201 p. 1 1900 SW 44TH AVE. i: t i • OCALA, FLORIDA 34474 %II s t c EXT . RUSION8 / BA I LARGE MISSILE IMPACT �9p STATE OF �:��+� 9 ; � AWN BY: Am -WS 11/W2008 ram 4%4 ............... ` HOAR SLIDER `CWS399 ,•�,sMini,A?,,, Nev. LETTIDt: _ iHEET: 5 OF 8 EXTERIOR RUHH BYOTHERS PERIMETER ORAULK BY CONCH BYOTHERS AND OPENING OTHERS • • •►. •4• ►• • ►• •► • •• • s• ►• CAULK BETWEEN BUCK AND OPENING BY OTHERS DRYWALL BY OTHERS 1 BY WOOD BU01C BYOTHERS 1K• MAX SHIM (SEE NOTE 28,3ONSHT.2) CAULK UNDER SCREW HEAD BY INSTALLER CONCRETEMASONRY BYOTHERS 114' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, NW DIA. MASONRY SCREW WME SUPBAC�WASHER THRU SCREW SCREW BACK WASHER SUPS. DIA. RIME REIN DRYWALL OTHERS BY WOOD BUCK BYO 1/0 MAX SHIM (SEE NOTE 2 & 3ON STMT. 2) CAUUCUNDEi SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, WWDIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. SILL • H• ER HEADD BYINSTALLER PERIMETER INSTALLER ULK EXTERIOR ISH BYOTHERSFIN HIGH STRENGTH GROUT OTFERSB1Rl�TUAAt r- 1146 MAX SHIM I (SEE NOTE 2 & 3 ON SYHT. DRYWALL BY OTHERS • INSTAUATIONANCHOR, • !1� JAW/ ►▪ SUPPORT. smog •• • 2 BY WOOD BUCK BYOTHERS ••• • WINDOW FRAME JAMB EXTERIOR FINISH— PERIMETER CAULK BY OTHERS BY INSTALLER HORIZONTAL SECTION 1/41/FRAME (HHY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR OTHERS •• 14p. ••• • ►• 1 :. • � • • • • - • • • •• SILL STOOL BYOTHERS USE SOLID WOOD SIU. LEVEL, BY OTHERS BY • OTHERS VERTICAL SECTION FRAME (MASONRY) WJONJOW FRAME JAMB PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BYONERS ((RR\� HORIZONTAL SECTION \111 FRAME (WOOD) CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, 3f16•DIA. MASONRY SCREW wiNEOPRENE BACKED WASHER 1Ht&J SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER •1.0 • •. •pr D. a A •'p. t p D, p CONCRETE/MASONRY—/ BY OTHERS (''— 1/4• MAX SHIM i (SEE NOTE 2 & 3 ON BHT. 2) • •,. • P • f B.t b.t r• P•r.rD ts P P (. RNA LUCAS A. TURNER, FL. P.E NO. 68201 l FRAMME ,t0ttututto, /� .,t.. �i•� �.rLC>Et;445i� e �` �.� `4F'•. �i WINDOY�+ SYSTEMS N` f No MEI '•p �, 1900 SW 44TH AVE. Q t OCALA, FLORIDA 34474 c p. * T • TI11� INSTALLATION THRIJ FRAME DETAIL . LARGE MISSILE IMPACT �9Q ..1STATE op � /y;it` gEJUEB: a 311A• iii B'r�R 7aTE: 111612008 '•�FSS;fOpRA.' N6�.•� ` HORIZ. SLIDER CONFINENTIAL THE) UtTON CONT D PDDRAAWW$13 I THE GOLF PROPERTYOFCUSTOM WHOLE clamour THE WHIM SYSTEMS WRITTEN 4N OF ANY CUSTTOOM�WNDOW NBMMTEM6. WCC.b %MO NO scALE: NTS 4EV LETTER hMEET: OF L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510486A 336 - 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 98-72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document drawing number CWS -157 Revision A, dated 08/10/2008 sheet 1 of 8, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210- 3167 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5 psf design pressure, 7.75 psf water Infiltration TAS 203-94 Cyclic Pressure Loading 1.80.0 psf design pressure • b) Report No.: NCTL 210 - 3167 -1B, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996-02 ASTM E 1888/E 1998 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, 1.60.0 psf design pressure AAMA/NIAANDA 101/I.S.2 97 Design Pressure: *60 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: 360 psf • Maximum unit size: 74° x 54' • Maximum D.L.O.: 33 3/16° x 49 13/16" • Units must be glazed with Ye IGU consisting of outboard frte 1/8° Ann —Air -5116° laminated inboard Ilte consisting of 1/8° Ann — .090° Dupont Butacite PVB interlayer —1 /8° Ann., per ASTM E 1300. • DuPont Butacite PVB interlayer per NOA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.01 installation: • Units must be installed In accordance with approval document, CWS -157 Revision A. Certification of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the products) for which this report is being issued. Also, I don't tiara nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s)r�,., `� '' "• 1 of 1 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Models 950 /6551000 & 2000 Steel Sectional Garage Door (9' wide) APPROVAL DOCUMENT: Drawing No. IRC- 9509- 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets 1through 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Tomas L. Shelmerdine, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 32,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 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 # 08- 0718.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.ftov/buldinucode in ia,Y. '] ■1..• APPROVED NOA No 09- 0604.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 08-0718.01" 1. Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 08-0718.01" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06/22/06, signed and sealed by David W. Johnson, P.E. 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04/09/03, signed by Robert Kelly. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07- 816 - 20337.0, dated 03/24/08, signed by Joseph L. Doldan, P.E. C. CALCULATIONS "Submitted under NOA # 08-0718.01" 1. Wood jamb attachment to structure calculations, prepared by Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance with FBC 2007, issued by Structural Solutions, P.A., dated 04/27/09, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.01" 2. Statement letter of code conformance and no financial interest, issued by Structural Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E. G. OTHER 1. Notice of Acceptance No. 08- 0718.01, issued to Amarr Garage Doors approved on 08/28/08 and expiring on 09/04/13. arlos M. trera, P.E. Product Control Examiner NOA No 09- 0604.03 Expiration Date; September 4, 2013 Approval Date: July 15, 2009 E -1 13 GA GALV. 12301E CIAL MP ELLER ATTA W(4) 1//4' Tx 5/8' HEX PER BRppET ADJUSTABLE REELER CARRIER ATTACHE) W 01 1/4' x 1/E' 50.7 G RUT PER BRACKET 3 G/B' e2a0 R-TRUSS ATTACHED V/ G 1/4' x 5/8' 1E2 WAD SCREE T STEEL EACH CENTER SIDE 10 5' SSTE ROLLER TYPICAL TOP FD(TURES 4.T.B _ SEE (TABLE JD ON PAGE 8 FIR RECOMMENDED BECTON 101000000 1440 DURASAFE CENTER HOME ATTACEO VW V/ CO UV HEX WAD SCREE TYPICAL DURASAFE CENTER HINGE® ors. 8 TIGCC xa.IIUN 24 OA ION MECO 810 24/ 0-40 101.1007147110 1x0 ON P0.TESIFA 70091 STILE STIFFENERS CT —LOCATED IN HOGE )0.240 ON TIP SECTION IDLY HOES FOR ATTACHE:NT IS REDEE )� STILE ADJUSTABLE SLIDE 'RACKET ATTACHED V/42) 1/4-80 x 5/8' TRACK BUSTS AND 14 GA OURASAFE MISTABLE ROLLER CARRIERS ATTACHED TO 3 8/8• R2GA R -TRUSS V /GO 1/4 X 5/8 IGJ HEAD TABLE 4 GN PAGE 3 FIR STILE PLACDEIT —ER STRUT MONO V-O' MAX 0 N.TTY ICAL STILE STIFFENER O S. SEE «ABLE U ON PIPE 2 INSIDE ELEVATION 4.1.8. 14 OA. IDAASAFE DID HIRE ATTACHE x 510 V/ LID 18X 342132 SCEWS 3 5/8' WA R -10155 ATTACHED V/ 0) V4EAA9 HEX SCREWS ROLLER CARRERS DURASAFE ATTACHED TO END STILE V/ K3) 1/4' x 5/8' IOC HEAD SCREWS PER CARRIER 8.RIGA STRUT ATTACHED V HEX HEAD SCREE AT ENO AND CENTER STILES 10 BALL STEEL 9' LOSS STEM REELER 8. 10 BALL wan. 5' 0701 MILER SLIDE LOCX ENGAGES INTO VERTICAL TRACK 01 BOOK SIDES 5/13' NIN 3603-8. 41007 LATCH, OR CRIFIEW0 TO LOS 2 BRR OPTIMAL) ATTACH V /@) 1/4• 3/41EX HEAD SCREW TYPICAL. DURASAFE END HINGE O N.T.S. 3 3/4• MM FLE 413 40 GA GALE STEEL END STILE =MEN ( 8Y otsrAuER) ATTACCED V«H «) 710-1. RD Ttl 11030 S101 K3) 40 GA i CENTER STILES THG THE 7P 1340 ATTA V«H R) BOTT@I RAIL. TIE-L-1.0 AT TOE TOP AND \ 0(1p) 7/231' CA �� 10 DN7 FACE T� 8/10 x 1 8/8' LAG SCREV CD PER JA/0 BARN 8/81H X PR GA O) 1/4-28 x TRACC © 5/8' R- TRUSS) We/RACK SPLICE > NUT PER 1RACKI. 21. TRACK MOUNTING DETAILr0211132) NYE TYPICAL ROTTEN BRACKET ET.S 1O 'MERE A � V/ (4) 1/4' x 5/8' 1E5 1011) SCEWS ADJUSTABLE SLIDE BRACKET ATTACHE 14/0) 1/4• x V8' BOLT AND NUTS PER METER 3 8/8'4X88 GA 0 8/8' 11- 740105) OALV. STEEL R -TRUSS ATTACHE) V/ U) 1/4' x 8/8' HEX HEAD SCREWS AT EACH END STILE AND 42) 1/4• x 5/8' HEX HEAD E SCREWS AT EACH CENTER STIL SIRUP AT BOLTON PANEL V/ DIVE 013*2. BUTTON BRACKET 14 8A ATTACHED 11/0) 1/4' x 8/8' NEX HEAD SCREWS WITH A 13 GA BRACKET SLUR ®WOOD JAMB ATTACHMENT TO STRUCTURE 8A FLAG BRACKET ATTACHED TO VED 4128 W/ co 5/18 DIA X -8/8' LAG SULTS AND TO TRACK V/ 64) 1/4• -80 It 8/8 MACK SAUCE 8015 AND WITS / y9+�i1(C {6� TRACKS AT D� LOCATION 1 L. CC�� JAMB f0D1 c EMUS a1 TS 'I 1,1 BPL88 DOLT :NIT n 11 n (1) ATTACHED (1 8/18' 813 x 1 -8 LAG HPoH_T A 70 /Ale AT EA 4409) MAC ET 11 iri 11 TRACK 12 013 GALV. SIEEI. ATTACHED .14.118 BRACKETS 1 /4'- 0 x 8/8' SEE «ABLE 3) 10 PANE 8 FOR 400 BRACKET 271298 PRODUCER13MSED TRACK CONFlGURADIN FOR 8'8' UP TO 14' TALL DOORS amembilildiktleflorlds P4UUU4T4BVASBD a OB as crawl yaks* nazi& AcaviaelNoo"? Aecept• nza Dai 8/10' X 3' LAO MEWS STARLING 8' FROM ENDS 11E4 24' a0. (1 1/2' 00118 1) 2 X 8 VERTICAL JAMB ATTACHMENT TO 2.000 PSI COXCRFIF HO.A ON BOLT 3/8' x 4' STARING 8' FROM DDS THEN 24' OE (2 1/2' FIIDED)121) ELM » ANCHOR 3/8' X 2 -3/4' STARING 8' FROM ENDS 1)427 18' 00. (1 1/4' Kl /RAIISET =EAR (TAI -8007) 3/8' x 4' 5114!20 8' mom ENDS D44 24' OA (3 1/2' BANDIENT) i X 8 WRIER JAAIR ATTACHMENT TO C-RO )ROC( HETI REESE ANCHOR 3/r X 2 -3/4' STARTING 8' FR21 DES DEN 18' O.O. (1 1/4' 00/RAICIET TAPCON 1/4' X 2 -3/4' STARING 8' FROM EN05, IISE PARS OF FASTENERS (3' APART) AT 18' 000 1/4' E 41) ' LA32 AND BOLTS CAN BE COU NTEIRSUE< TO PROVIDE A FLUSH MOUNTING SURFACE 'PREPAKA1T04 OF 1000 JAMBS 8Y moo ' 08104 ANCHOR EDGE DISTANCE 2 -3/4' /3 INCREASE 0 ANCHOR ALLONABLE TOAD DUE TO SNORT TIME 0411102 HAS BEEN Mi u 1 PraARN} 1 TN PET EOM BFI ME 8T A AOiATOK 102074301a.693 311BJ® OP-@ -B SS MAX 81x B z 14 DESIGN LOADS +81.1 PSF -80.3 PSF LARGE MIME IMPACT RESISTANCE V •M 168 CAAGKi 4401 310610404001. NL' 87105 VWAWRRL01 420D8E. 850 1 91'112 (24 613) 1000, 2088 010401111L 888 0136 SCUMS (24 OA) 1000, 2000 , IAITD, 440812, ADD BRAD PANELS WE MN 81 Ali 310E 310/0/83 OPJAIN MEERR B cuss or ME BATE 83/14A6 IRC -9509- 180-21 SKIM 180tASL MOW PE AG AVX1079 S13T 1 8F 3® TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP fi ° .,EllairalEiMill1111111111111111111111111111111 A B C D E F G H T 2" •70 -. i2' 7' 51/2° 16° 37" 58" 21" 21" 21" 21" 761/2' 18" 18" 21" 13 (0! 2 " 21" .1r.1.89% .18 '!8" 8' 5 1/2" 16" 34" 52" 70" 18" 18" 18" 88 1/2" 8';... 't 9' 51/2" 13" 31" 49" 6786" 100 1/2" : 9. II Lyi /L4l11111f irriari 10' 5 1/2" 16" 37" 58" 76" 94" 112 1/2" 10` :8° Ma 16" UglEAKiiiirta ® 11' 5 1/2" 16" 34" 52" 70" 88° 106" - 1241/2" 11'8° x.16" Erillita 76" Mita 1 1 " 12' 5 1/2° 16° 37" 58" 79" 100" 118" 136 1/2" 12'8° .. LikalitilialiZil 70 100' illiraiROM 130° 148 1/2" 13' 5 112" 16" 37" 58" 76° 94" 112° 13'_ 6".. I lEil ' IraliZakEi ..136.'. 154.1..•: 14' 5 1/2" 16" 37" 58" 79" 100" 121" 142° 160 1/2" TABLE 3 TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btrn #2 #3 #4 #5 #6 #7 #8 • 1•,41 e"' :, V' 21" 2" 21" 2 f "' 211. .. 21 "' 13'6" 21" 21" 21" 21" 21" 18" 18" 21" 13 (0! 2 " 21" .1r.1.89% .18 '!8" t8 : 1 ° 21" 12' 6" 21" 18" 18" 18" 18" 18" 18" 21 °. - %21 ° '.113" "21 ". 11'6° 10' 6" 1(011 ": 9'6" 8'6" 8 A" 7'66" 21" 21" 21" 21" 21" 18". 21" 2;1" 18" 21" 21" 18" 18° 18" 21" 21" 21" flrr 21" 21" 21" 21" Z1" 1895 11#" 18" 18" 18" 18" 21" 18" 21" 18" Ir. 76" 21" 18" 21" i 8! 7'0". 6' 6" 18" 18" 18" 2F' 21 °: 24 ". 21" 18" 18" 2 . 21" 18". DOOR HEIGHT TRACK ATTACHMENT A B C D F G H J K L M 6'6 3" 14" ZT' 38"..46" 580 ". 7' 3" 14" 27" 38" 46" 56" 68" :7,6" 3"' 14 ", .2r. I It 1'. 78" 8' 8`'6 "' 9' 10' 3" 14" 27" 38" 46" 3" 3" 56" 68" 78" SPLICE N S 70" 76" $2" 88 ".. 14. 14" 14" 14" ;14, ". 14" 3" 14" 3" _ 14" r R. 27" 38" 46" 56" 68" 78" 88" 100" T; rF 27" 38" 46" 56" 68" 78" 88" 100" 112" 27" 38" 46" 56" 68" 78" 88„ 100" 110" 124" 12W to 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" 27" 11 Lr. 1 27" 3 06" 66" 68" 78" 88" 100" 114" 122" 134" 1 n r <. " 14" 27" 38" 46" r 74r . 1;to" 1 134,x; '1 56" 8" 78" 88" 100" 114" 122" 134" 146" 160" INTERIM of GARAGE MAX WIDTH 8'0° DESIGN LOADS +230.0 LBS/FT SE NOTE 2 ® -271.4 LBS/FT ii■■fiiiiii SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE MACK THE LOAD IS TRANSFERRED TO TFIE VERTICAL JAMBS. 11(5 HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE 0008. 2. +230.0 EACH LVE� &JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED 9(114 STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) M1N. EXTERIOR SKIN ROLLED FORMED, G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0° HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5 /8" R -1RUSS PER SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7, SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON 11415 DRAWING IN ADDITION TO OTHER LOADINGS. ® 8. THE ME1HOD OF TESTING WAS IN SUBSTANTIAL =TORRANCE WITH 1HE PROCEDURES DESCRIBED IN ASTM 5330 -02, ASCE 7 -05, AND FLA. BUILDING CODE PROTOCALS TAS 201, 202, 203. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO 00 TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COI1. AND TENSILE TESTED ACCORDING TO ASIM E -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TOLES A YEAR, THE MANUFACTURER SHAD. MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FAC (TIES. AND A NOTARIZED STATEMENT FROM THE U■1LJFACLURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 P51 OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. PRODUCT REVISED ealtollTom vaT TANFlmi6 TikaliTarsCole Aatephase NB /' / -, 0,3 ', i;, 1 ll1r /' 3 20 IJIERFINI W REES WE A Room ID Sm an 1113 es A R01fOD 011-1246 EN MAX SZE DESIGN LOADS +51.1 PST -60.3 PST LARGE MISSILE IMPACT RESISTANCE MODEL 950 U20nA013 (24 04 1000. 2000 11D9032!. 055 OAR 509(5112 (24 GA) 1000, 2000 SHORT, TONG. 11108M, 6211 MR PANES 51 LOW 01 24 8 oso SIT Aff EOM ME 1. 91312202 EMIR OMR 2E0 200 300 95/11/14 901E 0/14/3 RC-9509-180-21 ®TABLE 4 Section Width (ft) Type Center Stile Location (Meastned Left Edge) 1st 1st (in) 9n) 3cd (In) 8`:;0 , . Shat ,; 2440 : 000: :. 71188 8' 0 Long 24.000 48.000 72.000 8'0 Bead 24.825 48.000 71.375 Oil S %:;'.R4.810 ( ': °" /OW' 8' 2 Long 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 8'4 Snott • 24:000 ;'" ,500o .'?` 76+129'. 8' 4 Long 25.000 50.000 75.000 8' 4 Bead 25,825 50.000 74.376 8''O8 ' sort 28; ",15101. :,,, 7 1,: 8' 8 Long 26.500 51.000 78.500 8' 8 Bead 28.125 51.000 75.875 8''8 ':: 0 on 28059 ,:; ,82. : 7341: 8'8 Long 28.000 52.000 78.000 8' 8 Bead 28.825 52.000 77.375 8' 10 Short 273334 53.000 78.988 8' 10 Long 28.500 53.000 79.500 8' 10 Bead 27.125 53.000 78.875 9' 0 < Short 27.596 54 Ob0 80.404 9' 0 Long 27.000 54.000 81.000 9' 0 Bead 27.825 54.000 80.375 P1locxtctMeV1B® PHODUDEREVISED ,a, +Cade eFTtYs _ emir H.Gal�coa / , � • O4 AoEKeoe P6 - i+ %11771, r /30Dicates ! �I/3'!�� j By ... r %�.' /,P, ffiddoa pmdctCsad 8Y EDP=0 W 1819:15 ME BT A ARM99011020WREl1 .21 &RD NO 2- 11-0829 1 9' x N20 LOADS +51.1 PSF -50.3 PSF LARGE 11SSIE IMPACT RESISTANCE r IT IRS CARRIAGE COURT VD012 -SALEK ac 87105 WIEWRICON MODE, 950 REMAIN (24 02) 1000, 2000 ®920HT, LOAM OAK SMUT (24 PLUM AND BUD ) too, AN 91E MAW S1 OW BAH 111/12A5 CRANE M202 B maim AN ODE 03/14A5 IRC -9509- 180 -21 921595 I2144SL91HH21EPEIICkOEM HET 3 W 3®