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WS-17-602 Permit No. WS-3-17-602 `SxORES Miami Shores Village Permit Type:WindaWS/Shutters 10050 N.E.2nd Avenue NE �' ,, Permit Class fication:Window/Door Replacetn Miami Shores,FL 33138-0000 PeriniPermit Status:APPROVED �e Phone: (305)795-2204 �LORtDA Issue Date: 3/13/2017 Expiration: 09/09/2017 Project Address Parcel Number Applicant 1461 NE 103 Street 1132050310190 L Miami Shores, FL 33138-2625 Block: Lot: MARK AND BARBARA CARRO Owner Information Address Phone Cell MARK AND BARBARA CARROLL 1461 NE 103 Street MIAMI SHORES FL 33138-2625 1461 NE 103 Street MIAMI SHORES FL 33138-2625 Contractor(s) Phone Cell Phone Valuation: $ 19,547.00 FLORIDA HOME IMPROVEMENT (954)792-4415 _... __...... __e.N _._ Total Sq Feet: 0 Type of Work:REPLACE 11 IMPACT WINDOWS Available Inspections: No of Openings: 11 Inspection Type: Additional Info:REPLACE 11 IMPACT WINDOWS Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 DBPR Fee Invoice# WS-3-17-63212 $3.15 DCA Fee $3.15 03/07/2017 Credit Card $50.00 $210.30 Education Surcharge $4.00 03/13/2017 Credit Card $210.30 $0.00 Permit Fee $210.00 Scanning Fee $12.00 Technology Fee $16.00 Total: $260.30 In consideration of the issuance to a of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict confor ity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting thisAlce onsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for EG,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFall the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ae, I a orize the above-named contractor to do the work stated. March 13, 2017 Authorized Signatur wner / Applicant / Contractor / Agent Date Building Department Copy March 13,2017 1 _ Miami Shores Village , c Building Department MAR 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 NS 20 lk-1 y BUILDING Master Permit No. VS 1 - 00 2- PERMIT PERMIT APPLICATION Sub Permit No. ffi�BLIILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:_J 4(9l k-)E� 103 City: Miami Shores County' Miami Dade Zip: 33138 Folio/Parcel#: W 3205 ' c� -O6�C7 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): C40l�- ectf rO d Phone#: � 1ST • SZ(oS Address: l '4('01 (Os City: U-A a t1tA co t(..C>W c2 State: Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A-'Zip: N/A Value of Work for this Permit:$T I S`-t'7 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work:_REPLACE I I YK c uj,i n cl S Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ ' CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ ,ar Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 2onding Company's Name(if applicable) N/A Bonding Company's Address N/A city N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 Si natur g OWNER orAGE T CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Co( `- day of �CC"n` 20 r� by (P day of �f((& 20 �� by p (( who is personally known to ga A--QyC.�Tho is personally known to me or who has produced as me or who has produced O as identification and who did take an oath. identification and who did take oa h.1 P4 NOTARY PUBLIC: °,",.� . k+ W5 NOTARY PUBLI EXPIRES:Oct*90,2( 6 Q Sign: Sign: 4 �` �o Print: Print: ��„��,.,, v° ll Seal: Seal: gy _gypQ o_ APPROVED BY Plans Examiner ' Zoning Structural Review Clerk (Revised02/24/2014) iamishores Village 5 ORES s� Building Department �� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 00 Tel: (305) 795.2204 I IRIDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name Property Search Application- Miami-Dade County Pagina 1 de 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:2/27/2017 Property Information Folio: 11-3205-031-0190 1461 NE 103 ST "�`�" Property Address: Miami Shores, FL 33138-2625 Owner MARK CARROLL&W i Mailing Address 1461 NE 103 ST MIAMI SHORES,FL 33138-2625 Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 4/2/0 RM Floors 1 Living Units 1 Actual Area 3,213 Sq.Ft mai togr Living Area 2,153 Sq.Ft _ Adjusted Area 2,710 Sq.Ft Taxable Value Information Lot Size 10,530 Sq.Ft 2016 2015 2014 Year Built 1960 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $227,548 $225,619 $223,432 Land Value $353,107 $321,318 $284,375 School Board Building Value $188,616 $190,188 $186,800 Exemption Value 1 $25,000 $25,000 $25,000 XF Value $27,670 $20,934 $20,990 Taxable Value 1 $252,548 $250,619 $248,432 City Market Value $569,393 $532,440 $492,165 Assessed Value $277,548 $275,619 $273,432 Exemption Value $50,000 $50,000 $50,000 Taxable Value $227,548 $225,619 $223,432 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Assessment $291,845 $256,821 $218,733 Taxable Value 1 $227,548 $225,619 $223,432 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 09/01/1985 $175,000 12657-0191 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 08/01/1982 $170,000 11535-0044 Sales which are qualified School Board,City,Regional). Short Legal Description 55342 RE-PLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64-97 LOT 17 BLK 6 LOT SIZE 90.000 X 117 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 27/02/2017 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:1461 NE 103 ST, Miami Shores FL,33138 Permit No. Opening Window, Door or Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL16736.1 +60.0 -60.0 +40.1 -53.6 35 3/4 x 37 NO N/A YES 2 WINDOW 1� 1l •l• •l• 1� 11� J• N/A J, 3 WINDOW FL16736.2 -43.4 1051/4 x 491/2 N/A .(. 4 WINDOW 1, .(. .L •L -53.6 .l, ,l, N/A .�. 5 WINDOW FL16736.1 1� 513/4 x 491/2 N/A .�. 6 WINDOW -43.4 52 x 491/2 N/A .�. 7 WINDOW -53.6 517/8 x 49 1/2 .L N/A .L 8 WINDOW FL16736.2 .j, 105 1/4 x 371/4 N/A .�. 9 WINDOW 16-0714.23 +70.0 -90.0 -43.4 513/4 x 15 3/4 .(. N/A .�. 10 WINDOW FL16736.1 +60.0 -60.0 35 1/2 x 37 N/A .�. 11 WINDOW FL16177.1 +70.0 -70.0 18 x 37 N/A 12 ' 13 14 15 16 �� Y .. .. . . 17 . . . . 18 r `t 19004 r 20 R 21 ... ... ... 22 23 ... .. . .. . . . .. . 24 .. . . . ... . 5 a Specialty Engineering Consuttaras,Inc. ,fro Wind Veloches in South Florida U 5 1599 SW 30 Avenue,Suite#20 Dade Broward Palm Beach Boynton Beach,FL 334328 a a FL.CA#009217 Risk Cat.1 165 156 156 Law risk w humans fauns shods 5 ;.� ` Risk Cat.2 175 170 170 Sin c Famil Rmkkncm \I Risk Cat.3&4 186 180 180 Essential Facili0rs P =q h P- GCP j) IMstuctions and limitations of Use / 1 lCharts provide wind pressures based on the mean roof height.And shall not exceed 60'-0". 2 Design pressures are for an enclosed builirdi shutters or other impact resistance protection required). V(mph) 175 1620 FBC for HVHZ,or Fig.26.5-1a 3 User shall determine the mean roof height. E-he'ht+Roof Peak . Risk Category 11 Table 1.5-1,page 2 4 End zone distance is the lessor o(10%o(len th,10%of width,or 40%of the mean roof height and not less than 3'-0' Exposure C Saaion 26.7 5 If 50%of a component is in a rttcular zone then that com nem i considered to be in zone with the ma� of the area.If uestionable then lace in Zone 5 Kd 085 Table 26.6-1,page 250 8 Each component,window,door,mullion has a tribute area that is area to be used.Area of components w reunded down but shall not be less then 10 sf. KA 1 Figure 26.8-1,page 252 1 For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. GCpi 0.18 -0.18 0.55 8 Wind pressures are based on Allowable stress des n. pitch ofrnof 3/12 14.0 dcgras 9 Des n assures I'sted herein are valid(or E sures B and C and a sure D. max roof height 30' thaw 14.0 degrees 10 Charts and values listed herein are only valid when a ned dated,and sealed Ga McDo le,PE#56214 or Mark LeBlanc,PE#35683 or Adam D.LeBlanc,PE#77012 11 Wind design preuures are calculated in accordance with ASCE 7-10,Method 2 12 No reduction is taken for slopes less than 10 degrees. Armofmm mut ArmofmM22ncrt Armofoornponent Arca ofcom cot Arca ofmm mut Arm of ca t Arofco mt Arca of Arca of cot Arra ofm n rnt Arca ofea nett 10.0 sf 15.0 sf 200 sf 25.0 sf n 30.0 sf 35.0 sf 40.0 sf 45.0 sf 5U.0 sf 55.0 sf 60.0 sf Mean Roof Height Z 5 Zone 4 Zone 5 Zone 4 Zona 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zane 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1' 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 1 -44.0 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 41.6 49.7 -41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 46.6 -39.5 45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 41.7 49.6 41.3 -48.8 -40.8 -48.0 -40.4 47.2 -40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 42.6 -51.0 42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 40.5 -47.0 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 48.3 41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 42.3 -49.7 -41.8 48.9 41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 1 46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 1 -42.3 49.4 41.8 -48.5 -41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 45.7 1 -55.0 -45.3 -54.1 -44.8 -53.3 44.4 -52.5 -43.9 -51.6 43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 1 -48.4 -59.7 -47.0 -57.2 -46.6 -56.3 46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 .55.1 -45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 1 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 62.3 4 8 • •414 1.3. ••4T.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 46.8 -55.9 -46.3 035.1 -46.8 0 0-54C 015.4r • -53.3 -44.9 -52.4 -44.4 -51.6 -g4Aa s .7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 4f6,, .1 • •42 f'6* *416 41.1 41.1 40.7 40.7` n 4.'L,41/ 29 -49.9 -61.6 -48.5 -59.0 -08.0 -58.1 -47.6 -57.2 -47.1 -56.3 -46.6 0315 ••46.2 0-54.60 •0.5.1 ••53.7 45.2 -52.8 -44.8 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 �%�O0.gNQj s.40"5•• 40. • 30 -50.3 -62.1 -48.9 -59.4 -48.4 -SS.S -47.9 -57.6 -47.4 -56.8 -07.0 -55.9 -46.5 -55.0 -46.0 -54.t -45.6 -53.2 -45.1 `S E N q 7?,� �00' • ••• ••• No 77012 .. ER 2 1 20 :�• • C= TATE OF '44/ ate: • 0 0 ... O • S. R •.•��`�. 1 • 1051/4 x 37'1/4 71i .,Ores U, I_ @ (+/-60)FL16736 2 ;- _ S/��.._.. ._.r _ _ •.s, .. or^RoL T-. . ABY— UATT \ i WEP ff'11CC :F77' ' _ ..... �...._ a .... __... ,_.._.. -rr�,r�r !✓.._ii�i�D� k-L�L;.L!FEDE;RAL._ _ �rT ' L f TY-�-LF FIND REGU-1 `ONS t4.6 51 7/8 x 491/2 ._ , __ ,... —.__.. (+/-60)FL16736.1 513/4 x 15 3/431 (+70/-90)16-0714.23 z -._ --• --- - - . 52 .. . .. , x 491/2 -60)FL16736.1 - .__:_ ; :..�-•---• � .,...- - r ...-_Ii.�/.!V din f � i 35 1/2 x 37 (+/-60)FL167361 EMA ; a ! " 18X37 —__. .__ , .. _... _.__. _ !- ! k atter r fes, (+/-70)FL16177.1 r_.... __.. _ .._ 513/4 x 491/2 -- (+/-60)FL16736.1.. ........ —105 1/4 x 491/2 1051/4 x 491/2 /-60)FL16736.2 -"- _ --- r _ - i (+ FL16736.2 \11 35 3/4 x 37 35 3/4 x 37 !•. • s•' • •• • • • _- +/ FL167361 3 m � �� , . ;_�s_. . ,�� ..; ,---- - ._ _:, ,•• __••.–.-w. - i� :� !...•—sem,, -. o C •. •• 77L- 6o, • • • • • \ III . . . . . . . . . . . .. .. . . . .. .. . ... . . . ... . . Florida Building Code Online Page I of 2 M W SCIS Hamm Lc9 In U561 Registration Hot Topics Subtrilt Surcherva Stab Factsm?r 1A--1.5 !.c. I Dewn 3 us�hes, ro 5, Product Approval Unal e)USFIL Public L-Af Regulatilon Product Ay=yal MeW> r A >Application Us t> (cation a" FL# FU6736-RI Applicatlon Type Revision Code Version 2014 Application Status Approved Comments • Archived Product Manufacturer Custom Window Systems[nc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 • ekoss@cws.cc Authorized Signature Koss Erin ekossacws.cc 0 Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/E-mail 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ilathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EZ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07121/2020 Validated By Steven M.Urich,PE 9 Validation Checklist-Hardcopy Received Certificate of Independence av52 0 IMP i` Referenced Standard and Year(of Standard) Standard Y= AAMA/WDMAICSA/101/l.5.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr�_appjtl.aspx?parain=WGEVXQwtDqu8obl%2flZm6... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of products •••• FL# Model,Number or Name Description • • • • to • 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMj4C;F jV x 63",Itg4pP•0 •••• • OX. • Limits of Use Installation Instructions :*so*: Approved for use In HVHZ:Yes p]16736 III II CWS-8716(H. UM•I&b3.IMP),odt••• • • Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201•••• 9900 ••••• Impact Resistant:Yes Created by Independent Third Pa yYCs• ••• • •••••• Design Pressure:+60/-60 Evaluation Reports • • • • Other)Large Missile,74"x 63",€I?+1-60 psf.Outer lite in Fi1671 6j Ry AE DuPont PVB NOR -emg27.odf •• 000000 I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 RI AE EvalReo CW5-SZ1 A4SrR200.74x63.• •• Glass complies to ASTM E1300-04. IMP).Vd • • • • FL16736 R1 AE Ouanex(Mikron;NOA 1211017 Q&�df_0• 4`4119404141 Created by Independent Third Party;Yes• • • • 16736,2 HS 8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOA • • • Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLI,6736 RI 11=M (1-15-8200 111x63.IMP),r)d Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant.Yes Created by Independent Third Party: Yes Design Pressure;+60/-60 Evaluation Reports Other:Large Missile,111"x 631,DP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVB NOA 13-0129 27 pelf in I,G.must be safety glazed when used above 30 ft.in FL167.36 RI AE DuPont SGP NOA I1-�odf HVHZ.Glass complies to ASTM E1300-04. FL16736 R1 AE EvalReD CWS-8696(t!S-82011x63 IMP).odf x ikr n NOA.12-1 Created by Independent Third Party:Yes flack Neat 1940 Korth Monroe Street,TaRrh.<w Ft 3239 The State of Florida Han MVEEO efnplo"n C:mrioht 2007-2013 State of Florida.::erlvacv s+xtemerr;;Acrnscntsgtty St tCO�Itt::(gg(y Q M �gOt Under Fiaxlde law,email addresses are public records.It you do not want your e-mail address re€eased in response to a pubiiowcords request,do not send electronic moa to this ertily.Instead,contact the oRke by Gone or by traditional mall.if you have any questlws,plane contact 850.487.13$5.*Pursuant to Section 455.175(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an small address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under chapter 455,F.5.,please dicta b=, Product Approval Acvatft- http://www.floridabuilding.org/pr/pr Fa.:CirYlt3'Sit 3 h:�.'s http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2f1Zm6... 6/24/2015 Tj TR�T�i`j�ER 1239 Jabara Ave. t../ 1 �l North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 •• . . 9999 9999.. Statement of Compliance: This report evaluates the above-listed product per the requirameNt:of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirsaws ofthe'S..".: ....;. Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. Thelwei"testing 9999.. standards performed are outlined below. so** so** 6699 9906 9999. Technical Documentation: 09:69:• ••• • ••••• 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL •' •• •••• • 2) Approval drawing CWS-869B,signed and sealed by Lucas A.Turner,P.E. •• 3) Test Reports NCTL-210-3887-3,-3A,-4,and 4A,by National Certified Testing Laborltories;...% •••••• Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201!202,203 `94,ASTM E 1886 `02/04/05,ASTM E 1996 '04/06/09,and AAMA/WDMA/CSX ' 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-869B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-869B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters e May be used in the High Velocity Hurricane Zone • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13- 0129.27%and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A. I1-0624.02' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02' '1 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. �v�t �pREl�r '{ir .r. No 58201 * •* 4/18/2015 * Lucas: A.Turner P.E..3ti STATE OF � ' FL PE#58201 Lucas A. Turner 2015-04-18 22:21-04:00 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1-9.46Z �l,t • • • • • • • • • • 8 698-SM9 • • • • • • • • • s_.......... e `. £tttt}Ot 1 d31 •• • • • •• ••• •• SlIV13t1 E)NIZVIJ •• s• i i i • •• E YL9t-09£`�tti6'Hd S8Z4£1�'i}tE7d H VdON '3AV VWVSV'6M tMS#3d l3 '3'd'H3Nuni-v Svom 96QZ-i1�1`}b SSV1D03Xid ray`` tr11Y�y tysr®p I v 3dAl SS199 E �r�:. da 311€19 ',�a i 8 3dAl SSVi9 ss 9E j �t�PifMWfAtt}�'* �: _. ..._.._< 83Att'1fS3.LNEeid.1,N(b(10 060' 9 I g t�3 tv3yrav ^rt I —..._. _ 83AV WWII .`� o3a3aw3i»oaMv3Ndv.efc_.......... --; 9?vdsUw.vIt J.3VdWl }vain©.E,c — -.............. ,$ ORNUV I.ano�'!VgNNv.9s ......_...- EiganS`zmoH T1vu3Ao.eu -i I OAd WZ8 i o�-snt�•r�mu VLt•#E3 tfci8al:f'vivo3 '3AV Hitt MS OQ6t ! SMI31ct4}44C]QN4tsA _ ............. _._ .............. ........._.....__........._ ........... ........ ...................... ................. ...... .................................. ..................... . � .............. INTERIORqm 'svl w SE I 19 0r49 1 OW SW 44TH AVE, OCALA,FLORIDA 34474 WWW.CW&CC .. ............... ��.................. ... .............. ........... ............ 8200 PVC ......................... HORZ.SLIDER ................ IMPACT ............ .................. SECTION VIEW D-D JAMB ROTARY LOCKS 40 JAM ROTARY LOCKS: .......... MAY BE SUBSTITUTED FOR JAMB SECTION VIEW B-s IMPACT LOCKS ON FLANGE UNITS. z 1- REOUIRED ON FIN UNIT$. If 0 W Et Indy z HEAD IMPACT HOOK(TYP.) E WDSPAN OF SASHES ......... (ITEMS 44 It 46) �.j STATE F onto. JAM3 IMPACT HOOKS(ITEM 42) OR ROTARY LOCKS(ITEM e3) LOCATED AT THIRD POINTS. Xz x NOTES: 411112015 EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. MUST BE USED IN BOTH JAWDS OF FLANGE UNITS, FL PE#5=1 ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JAIBARA AVE. JAMBS OF FIN UNITS. MEICY (ITEMS !ZIP 1� a2 Alu ka ,%w4 NORTH PORT,FL 34288574 PH.941-380-1 SHEM DESCRIP11ION: SECTION VIEWS 1 DRAWN BY: SECTION VIEW A HEAD IMPACT HOOK AND TEF 10/111!13 JAMB IMPACT HOOKIROTARY LOCK LOCATIONS 1:20 SECTION VIEW G-C 000 0*0 *0• Cws-Sr'q a 0 I ALTERNATE FIN FRAME 00 • SCALE .0 0. • SHEET .................... ..... - ..................................... 0 •00 0 0 1'2 .......... 0 3OF6 :00 ...... _........ _..._ PA T 3178'------+j CORNERGONSTRII"ON ITEM PART# DESCRIPTION VENDOR MATERIAL h-------3118` �.`�-.�L�► 1 H-6049 Main Frame,SHiHS,Flange,PVC Mikron PVC a 716" YVINO0IN SYSTEN3 2 H-1681 Fixed Rail,Reay+Duty,Aluminum Keymark Alum t 2 OCA A, 44TH AVE. 3 5-6077 Co ,HD Fixed Raft,PVC Mtkron PVC tlt6 OCALAFLORIDA 34474 CoLri, 5 P-4638 #8 x 2112"Ph Mod Truss Type A TE AJax Steel 21 tits 3 via" 1 7t8 1116" W .CWS.GC t!Y8" WW ..._......_. 8 1.3342 Seam Sealer,5M5504 Schnee Silicone CORNER WELD 7 S-1776 Roller Track Keymark Alum �— ORNALL R WE $2M RV(i 8 S-6013 Screen Adspiar,Jamb,PVC Mik onVNylon VCL 1 tro•—_.. t'8 I �ORZ.$CIDER 9 S-6014 Screen Adapter,Head S Sill,PVC MikxxlVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 10 P-4479 Weep Cofer wl Flap M8M PVC FRAME FIN-8048 IMPACT 6 11 S-6064 Glazing Bead MikrarlVC 7 1 Lt 6" t 3118° 5 - •c 12 H-6050 Sash Meeting Rail,PVC MikronVC ........... T.2311 �` ,. ....... 23ri5".... 1 1.6051 Sash Pug Rail,PVC MikronYC 1 i t 3 c 0 24 fi 6052 Sash Top/Bot.Rail,PVC Mikron PVC Y t 518" 75+6" 15!8" t 6(16" i 15 H•1497 Reint Sash Meol.Rail Keymark Alum g LLJ o;r 16 1.1498 ftniorcernw,Sash,Side Rall KaYmark Alum ltts Ilia" 1/ts' 2 LLL 17 1-1599 1 Reinforcement,Sash Put Rail Kaymark Alum PVC SASH MTG.RAIL-6056 PVC SASH SIDE RAIL-9061 PVC SASH TOP/BTM RAI.-6052 PVC HD MTG RAIL COVER-6077 � Z 78 P-3429 jWstp.,0.270 x.187 back FinSeal,Gri UlttafabFIXED MEETING RAIL ! O rp 3l16" SCREWED TOGETHER WITH 'r S 19 P-3783 Lock,Impact,PVC Interlock OUTERFRAME �' w w Fastens! Stel 7:8 op20P-4051 tbx11)4"PhFlatTek,WM. LL W Q 21 1.4069 Keeper,impact,PVC Kedoak �8^� 'nI 3+4 � 22 P-3539 98 x 314'Square PH Tek,Whi, Fastonai Steel G 8 a 23 P4968 Rotary Lock Interlock r 5176"« (5� t w 4 I U 6 r I Ins" 15116' -1116' 24 P-4533 8.32 x 112^Barret Fastener Interlock 71$, I I m d C 25 P-49% Keeper,Rotary Lock Interlock t_ YlY6" SASH MTG.RAIL-1497 26 P-4779 Roller,Tandem MSM Nylon PLAN VIEW-1999 SASH RENF.-1M p1111aaaH��f HEAD IMPACT HOOK-1999 31a' ,`,4�aci.DRE4y T`b 27 P-3541 #8 x 112"Quad PH TEK 2 2fic Fastar7si Steal �y18. 26 GLASS SEE SHEET2 CARDINAL GLASS 3116'—i��}�� 7lts— �,�G�•,�� qF., �w 29 Purfect Glaze'H"or Slkattex 552 Henkel/Sika Silicone Lt5�2F-t§ t- ..�7 a fir.' No Mal s 10 30 P-3026 ISet.Elk.,85 Dur.,118'x 7/8'x 2"LU. Frank Lowe Rubber g• I L 7176• �— C+k �,t 31 P-3218 IScrwn FrameAltrrwtal ROItFOnn I `5v`" 4 S.B.R./S.S.R.-1498 tn6• p,¢; ROLLER TRACK-1776 ,,�: STATE OF �W 32 P-4754 Screen Comer Key ADtnetai Nylon �B' �O: 4i. Y YY Ny J_ fns" 114- N,°e�`�`yOptfl✓''� �'', ` 33 14755 Screen Corner Ke wlSaIn Tab Alimotal lon PLAN VIEW-2000 PANEL IMPACT CATCH•2060 72 7B^ 34 P-3029 Screen Pull tab Summit 7!8 t•rat+ONn' �, 35 13033 Screen SPdng Fla.SpringI SS G ytg• t_...... @ yrI 36 1.3228 Screen Spline Daps O PVC GLAZEBEAD-6064 1/76^ 4/1111201015 37 14772 Screen C401h,Fihergll'eE GLAZE BEAD-t 112 LUCAS A.TURNER,P.E. 40 P-3113 Screw Support,PVC Team Plastics Rubber !- FL PE*58201 41 P-37W Cap Plug,1/2"Hole M&M Nylon »75767 II' 38" 1-15116'» 1239 JABARA AVE. 42 S-1577 ImpaC1 Nook,Frame,Jamb Keymark Alum EJ I• • • • • i• L—t/1�6 q NORTH PH.8 ORT.FL-1574288 48 S-1712 Reinforcement,Head,Jamb Keyrttaric Alum • 1�ig' • • • EEN CATCH 1118' 'sHEEiD 9C I 44 S-2000 Impact Channel,Sash Keym" Alum PLAN VIEW-1577 • • • ••• • PVC ANTt-LIFT.M 45 P-3'748 #6 X 516 Ph FH TEK,Zinc,Painted Ajax Steel ALUM SA�i I s o*H s o 15'�j • • • • BOM AND EXTRUSIONS •• ••• •• • •?+1 118'-� 46 5-199 9impact book,Frame.Head Keymark Alum • &16- $rib•-, 3^--- - 4-�-112" 47 H-6048 IMan Frame,SHIHS,Fin,PVC Mikron PVCtits• .. r81 DA _ 48 5-6055 Roller Track,PVC,(Ami-lid) Mikron PVC 1 �R TEF 10lfi1/i3 fA@0s MPPORT-3te3 • PVG$CREE UPPORT-6014 d9 P-5250 Lock,Impact,PVC,w/Flipper Interlock • • 50 P-4730 1#8 x 1/2"Ph Mad Truss TEK Fastenei I Steel LINE ITEMS NOT USED: • • • • • • • CWS-869 B 4,38-39 L SHEET NOTE:ALL EXTRUSIO1`0J,PE ALy@IINUM g0J:-T8Vr1EESS 0jHER WfS�NOTED. 1:2 4 OF B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ----._-_.......... MN.EMBEDMENT TYPICAL HEAD ANCHORApE SEE TABLE 1 –SUBSTRATE BY OTHERS 1/4'MAX.SHIM— NVIN�NSYN�I:MS --_--�{----MIN.EDGE DIST. SEE TABLE i MIN.EDGE DIST. � —SUBSTRATE SEE TABLE i – IEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. Ile MAX SHIM--.y �»- SEE TABLE 1 OCALA.FLORIDA 34474 SUBSTRATE BY OTHERS --' � II ( WYiW.CWS.CC SEE TABLE 1 �, MIN.EMBEDMENT MEN.EDGE DIST. --........_ ...... PERIMETER SEALANT SEE TABLE 1 SEE TA� i I �'�PVV�+ BYINSTALLER �fl. INSTALLATION ANCHOR-_.. - .,, INSIDE AND OUT ' "'-' SEE TABLE 1MINHORZ.SLIDER SEE TABLEEDI IMPACT SEALANT BEHIND I FLANGE BY INSTALLER `--114"MAX SHIM -- PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER BY INSTALLER INSIDE AND OUT a a INSIDE AND OUT --.. ...... I O � -�----INSTALLATION ANCHOR Y W .. ° SEALANT BEHIND SEE TABLE I INSTALLATION ANCHOR—......... .............—I EBBEHSTALLER. ............—SEALANTSEHWD ._. SEE TABLE 1 l B HORIZONTAL SECTION FIN BY INSTALLER i Z [C y HORIZONTAL SECTION :Q .....6 TYPICAL JAMB ANCHORAGE-- B TYPICAL FIN ANCHORAGE....— '_+ ei 'm I HEAD AND SILL SIMILAR FOR FIN INSTALLATION � 8 Z`> W a1� � 04 Ir Ila"MAX.SHIM LS SEALANT'BEHIND F FLANGE BY INSTALLER U O I f maALLER dl BYINS PERIMETER SEALANT -....MMid .EMO£DMENT .._ z fttttNt INSIDEAND OUT SEE TABLE 1 Ptt�t�SOREitY'Ty�i 4(j, .��G814,84p•. ,1.�°ice. SUBSTRATE BY OTHERS = No 58201 o; SEE TABLE 1 �MN.EDGE DIST. EE TABLE 1 w j A _VERTX:ALSECTICN i'31; STATE O OF 141: B TYPICAL SILL ANCHORAGE ..... ....... ItQBj •• �P�+ ., oniR� f�t '�+tfttf�ttr TABLE 1:APPROVED INSTALLATION FASTENEM4/11/1015 -- .......—....... _ FRAME LUCAS X TURNER,P.E. NGF CONCRETE(2.0 KSI MIN.) 3116'ITW TAPCON 1-112, 1-1 1 FL PE#38201 PERIMETER SEALANT 1239 JASARA AVE. BY INSTALLER NORTH PART,FL 34288 FLANGE CONCRETE(285 KSI MIN.) 311 B•ELCO ULTRACON 1` 1• •iNSISF"O CIUT• • • PH. PORT, • • • • • •p HsRI !"L SECTION FLANGE GROUT-FELLED CMU(ASTM C-90) 3115"ELCO ULTRACON 1-114" 2.112' • • •• • i6 BQW FRAME INSTALLATION IVELUT OESCR FLANGE 2X MIN,SOUTHERN PINE(G=4.55) 3/16 ITW TAPCON 1315" 718' •• • i • :%MD AND: INSTALLATION DETAILS ILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON •• ••• •• • • • •• FLANGE 2X MIN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW I-318 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(OXW-)MIN.STEEL STUD #10.16 HILT1 KWIK-FLEXOR RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: wN �-- i FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.0617 Tt15• TEF 1 Q111i13 • •N11R.114'FILLIPTOF+CONSTRUSTIONa9ADEADHESIVE CAULK ISAPPLIED 118"ALUM.(8063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING J FULL THREAD • FLANGE 7116' • I SIDE AND T,�UtPER18AET1ER,43Y1NSTALLER. 118"STEEL(33 KSI MAV.) DRILLING SCREW THRU 0.125° • ODWCT qj� H A E�$IEfgGCO DEQ E WITH REQUIREMENTS AS CWS 864 13 �i FLA �1 VP (�~ FIN 2X MIN,SOUTHERN PINE(G®0.55) WOOD SCREW 1-1/2' 112 3F{f1WN FD G WI DQ S. • • .71 SHEET • • ••• • ••• • 1:2 6OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 1 of 2 FE joildaDeput't7i ml BCIS Horne i Log In ! User RegistraWn Hot Topics Sut)mtSurcharge Stats6Facts rt_ j usin f LJ tT � 'P;'Vuct Approval s: USER:Public Uskr Regulaficin +y ?-duct Aanrovai Menu a Pmc!uc[or Aoblkatlnn Search>AWjgrioUjkt>AOplicaflon Detail * _ FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments $000 Archived • • � � ••• 0000 0000•• • Product Manufacturer Custom Window Systems Inc. •••:•• ••••so •••• • Address/Phone/Email 1900 SW 44th Avenue 000000 • • • Ocala,FL 34474 0 0 0 6 •••••• (352)368-6922 • • ••••• • • • ekoss@cws.CC 0000 0 0 0 0 *Soo* 041.641• ••• • • • Authorized Signature Koss Erin •• •• •• 6••0.41 ekoss0cws.Cc •••••• • • • • • 410.0•• Technical Representative Erin Koss • 0 •••••• • Address/Phone/Email 1900 SW 44th Ave. 0.41• 0.41 0 ••••: Ocala,FL 34474 6 0 (352)368-6922 Ext 291 0• ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE R Validation Checklist-Hardcopy Received Certificate of independence f;l f„1„l,1..,,i _... `31 8f zH- ly IMP N ilfnr I) j Referenced Standard and Year(of Standard) Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By htip://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgvyf4ngAXh l Oy... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FIL# Model,Number or Name Description ib177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant windavAt••• Limits of Use Installation Instructions • • 0000 •••• • Approved for use in HVHZ.YeS FC 16177 R1 Ii CWS-8128 0IIy P I�illf�teh3 tHllf • Approved for use outsideHVHZt Yes Verified 6y: Lucas A.Turner 58201 • • ' • Impact Resistant:Yes Created by Independent Third PAr".:As' •• •• • Design Pressure:t70/-70 Evaluation Reports e e•••a • • ' •••••• Other SH-8100 PVC Impact,no sill anchors required. EL1§177 R1 A - df 0•• • • Safety glazing required on outer lite above 30 ft.in FWZ, FL16177 RI, AE Evft CWS-A1.. 8100,IitP • Glass complies to ASTM E1300-04. NoSi'lAnchk.odf •••• •••• •••" F1I6177 RI AEQUanextMikrol)• X11-1017 L?.Gdf • ••�•• Created by Independent Third Party.Yes• • • •�••�• • • crack [taxi � ' � • • •��••• Contact Us::s440 Narih Monroe gtreM.Taueha�x FL 4'110G PhOge.85d-487-1924 • • The State of Fonda is an AA/EEO employer. ::Privacy Satemdtt::Accessi lRy crat•ment;; enmd c atvm t Under Florida law,emae addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic null to this entity,Instead,contact the Office by phone or by traditional mai.If you have any questions,please contact 650.457.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click bUL. Product Approval hcrapts: ff]R3 13 stimll .wr MR, http://www.floridabuilding.arg/prlpr_appdtl.aspx?param=wGEVXQwtDgvyf4ngAXhl Oy... 6/24/2015 ti✓T Tit N �t 1239 Jabara Ave. 1�. r 1\. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of flb�V' • Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The pw& t testi*g • standards performed are outlined below. • • • 600.6. .. .. 6666.. 6666.. • Technical Documentation: 6666 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Porgy Fj. 6666• 2) Approval drawing CWS-81213,signed and sealed by Lucas A.Turner,P.E. 00000* ... ••:••• 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing LEiptatpfies, •••••• Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TA. 20002/203-• •, 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101A.S.2/A440-08000 •••••• 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Tuxne r,P.R.*00•0 Installation: Units must be installed according to approval document CWS-812B. •• Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(l/8Ann-.090PVB-I/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27, • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02, I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5°1 Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. �`,ttttirrrirtitr� 0 No 582,11 '1.�1 4/18/2015 cr Lucas A. Turner,P.E. �0./. AAS �� = ' . 4 FL PE#58201 - OR to•_'' ;' Lucas A. Turner 2015-04-18 22:20-04:00 ...__........ ..............- ................. ................ ............ � GENERAL NOTE'S SINGLE HUNG - LARGE MISSILE IMPACT 1,THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FOC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1400 SW 44TH AVE. 15 RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1948 PER THE FBC. wwW.CWS.CC 2.GLAZING OPTIONS-(SEE SHEET 2) -------53 118"MAX OVERALL-FLANGE Vf€RTH� 3.CONFIGURATIONS:'CW. 8100 Pvc 517/8'MAX.UNIT WIDTH.................... SINGLE HUNG 4711r18'GLASS DLO............ 4.DESIGN PRESSURE RATING IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1 S00-O4. "•- -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER _ INFILTRATION TEST PRESSURE AND GLASS TABLES 1—� ASTM E-1300.04. 6 _ ®- __ R_ __ I _ 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED :d MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET S FOR ANCHOR GVERAIL I € DETAILS.WINDLQAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD w c !m FLANGE ANCHOR CALCULATIONS. t1EIG1'ir 1 Uy B I I E ®mss" 8.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE o' NOT REOUtREO. a to { DLO > 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 1 I w 613a^ USED AT FIXED MEETING RAIL AND JAMB. MAX. I HNIT EIGHT S.SERIES/MODEL DESIGNATION SH-8100. s U }� a 4.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERA13L.E SASH,O-FIXED SASH € In < Q 30 3118 I € 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR - - - - z' SASH GLASS LOCATION. µMtn►frtu HEIGHT X $ DLOt*,, fl 8 11,EXTERNAL WEEP SLOT-1/4'x 1.114"LOCATED 4'FROM BOTH ENDS. f�Gq .LNG£kg�..+¢��c4i� No 58201 LUG3S A. r31 L &TATE OF -W4 i_............. __ ,_..- Tumer .0, �wr ...... 2015-04-11 +.a rho s A 15:15-04:00 46 IJIV: afil/uafµ GLASS DLO , 48 .—............... ! 4!11/2075 MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 •• *00 • • • • • •• PH.941-380.1574 • •• • • • • • &N�1rr DE k — • • • • • • GENERAL NOTES AND '€ TABLE OF CONTENTS •• ••• •• • •• ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 bffwa A�lDAI–I DESIGN PRESSURE GLAZING DETAIL...............................2 MAX. UNIT SIZE IMPACT R TI BAT f asr18l12 SECTION viEws.. a RATING 9 ' • • —� EXTRUSIONS&B.O.M........................4 • • • ANCHOR SCHEDULE&NOTES.........5 51-718"x 61-3/4" +/-70 PSF G MI SI E 16APAGT CWS-812 e INSTALLATION DETAILS,_................6 • •• • • SHEET ... ........_..... ................. f w•. • ............ ••• • _............_• • 1:45 1 OF8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINZMEMM: 1 1 NO SW 44TH AVE. OCALA,FLORIDA 34474 810D PVC SINGLE HUNG IMPACT 7,47OVEIRALL RISULATED GLASS 7/8"OVERALL INSULATED GLASS —11VI ANNEALED OR TEMPEReD NNEALED OR TEMPERED 7/16'AJRSPArE 7tI 9'AIRSPACE Bild'LAMINATED GLASS LANNATEDGLASS ANNEALED 1/3'ANNEALED 4W MINTERLAYE VW ANNEALED —11W ANNEALFI) lr2'GLASS BITE )REW STATE OF .0 QASH LIT FIXED LITE 11 015 LUCAS A.TURNER P.E. 1239 JARARA AVE, NORTH PORT,FL 34288 PH,G41-380-1574 GLAZING DETAILS SAT RL 000 goo see so* °°°° ° ° ° ° =° ° ° ° ° ° ° ° ° ° 0 °° °° 0 ° ° 900 0 ° 0 °°° ° ° ............ ............. .............. .................. ........... INTERfOR � WINDOW SYSi'El�15 1900 SW 44TH AVE. OCALA,FLORIDA 34474 4YWW.CWS.CC 8100 PVC ® SINGLE HUNG IMPACT 45 SECTION B-B ul �° m 54 N NOTE:LEFT SIDE SNOWS FIXED SECTION VIEW, ( zp RIGHT SIDE SHOWS SASH SECTION VIEW, v to w 1 � a w 1 INTERIOR ¢ p 8 Z: Ew 3? No 58241 OF ♦hr Mb,��jYA i,;�y@�a _._. G a � 4711/2015 2 4 (UCAS A.TURNER,P.E. i FL PE*58201 1239 JABARA AVE. NORTH PORT,FL 34288 E •• ••• • • • • • s• PH.941.380-1574 SECTION A-A •• •• s • •• •• •a ••• •• • • • •• SECTION VIEWS BAT 06115112 • • • • cr: v ...... NOTE: Y NOT SHOWN FOR CLARITY: •• i••• • •• i • • ••• i • CWS-812 B 20,25-26,36-37,44,51-52,55-56.64,67-68 L �........� ..... SHEET _........ 1:2 �•-•—_-a_......•_••....�.�•��_� �•• !... _. � _2.0F 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ....... ---- PARTS LIST .............. ....... ITEM PARTS OMRWOON VENDOR MATERIAL FRAME CORNER I H-6031 Main Fr,,S -n H.w/Rg.,PVC,F&W Mikron 3 1118" CONSMLIC ON V12 Wain—Fr,S PVC,Sill Mikmn vI QDOW 3nTEMSW: 3 H-6031 YI — V'� I 9W SW 441 Main Fr.,SH,w/Fig.,PVC,L,Jb, Mikron vinyl Mlkron Vinyl OCALA,FLORIDA' '411 4 H-6031 Main Fr.,SH,w/Flg.,PVC,RL Jb. F�'p 1 3 6 8-1577 2=aff,PVC Keymark Alum wWw.0WS.CC Vin 1 4 a 1+6027 Mikron Vinyl 2 Illm" 9 H-1497 lflelnC all Meet.Rail Keymark RAI= 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl t Ills" CORNER WELD $100 PVC 12 1 H-9004 Sash Sift7op/Bat.Rall Mikron Vinyl (ALL SIDES) 13 S-1498 Ralryt.S.B.R./S.S.R L 1:8 SINGLE HUNG 14 S-6064 GIz.Bd.,7,1T PVC FRAME FLANGE-6WI PVC SASH B%f,RAIL-6028 Mikron Vinyl PVC SASH TOP RAIL-6027 IMPACT 18 1 S-6013 Som.Adept.,w/Nib,PVC,Hartz. Mikron Vinyl .......... ..... 19 1 S-6014 Scm,Adapt.,PVC,Veit. Mikron Vinylus cv 1 12 Lu 20 8-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 23 H-1699 Rainlarcemcm,SBR Ke mark Alum J 74 P-2190 Balance SSI 25 --3059 Sash Cam,PVC BSI Plastic 26 P-3046 Take Out Clip SS BSI I Be, 2 lAr ills" FIXED MMT$NG RAIL 27 P3783 LCC 71mpact,Pvc nlarlock SCREWED TOGETHER WITH z to, 28 P-4069 Keeper Impact,PVC OLITERFRAME t2 Interlock Zamar 0 30 P-3215 Weep Cawr*Y Flap Geer Plastic FlErNF.,IMPACT HOOK-1112 32 F3429 W$tP.,0.270 x.187 beck FinSeal,Gray Ultmist) 37 P-4638 #8 x 2-1!2 PH Mod.Truss,T FVC SASH SIDE RAR.-6004 FIXED RAIL-1936 Steel CC I= cc 38 P-3768 96 x 0.625 Ph PH SMS Hub City stem 5119* CC 2:1 w Cr 39 P-4051W 98 x 1.250 Ph PH TEK,WhL Hub City Steelrt I lie" 0. 40 P-4264W#8 x T4 FH PH wl#6 Head,TEK,Whil. Hub City Steel T— 6116.- 0. LIU, uj P-3342 Seim Sealer,SM-5504 Schnee TAW 45 P-3752 Cap Plug,1/2'Hole M&M NylonT- 47. P-WB Slkaflex 552 or Purlect Gaza-H- _SlkeVHer*oi 48 P-3352.Set.Bk,85 Dur.,1/8"x WB'x Z*L8 F.Lam Rubber PVC SASH STOP-6025 PVC SORM CATCH-6013 PVC FIXED RAIL COVER-M PVC SCREEN SUPPORT-6014 WIDREtV ?,Po, 51 "M Tr-4n U ..... 52 P-3813 CWS L�bl, oga) Pro Label ter �F..66 E 314....... 53 Sash SEETH—EET2 3(4* V41 Me 58201 'vp 54 Fixed SEE SHEET 2 GLASS ln�l -3281 Spacer Dureseal 56 P 151161 82 P3218 Screen Frame,Hodz. Allmetal Alum ills- .......... 1/19, STATE OF 1,14- 63 P-3218 Screen Frame,Vert. Allmatal Alum /.ej 4 r & 64 P-3321 Screen Frame Corner Kay Allmetal Plastic REfNF.S.R.R-,S,S.FL-1498 -1497 PVC GLAZING BE RETS. BTM AD-6064 ✓ & REINF.TOP RAIL 65 F--3581 Semen Cloth,10 x IS Fiberglass Balleme Fiberglass 66 P-3228 5,o:,n Spline, Mpa Vinyl 67 P-3029 Tab Dia.,Blk. Summit Alum 68 P-W33 Screen Spring,SS Fl.Screen SS 4/1112015 70 P-3113 Screw Support for PVC T.Plastics Nylon lum.Fixed Rail LUCAS A.TURNER,P.E, 72 H-1838 A -60Keymmlk Alum 0 3116"— FL PE#58201 72 S 6>3 Cow,Fixed Rail Mkron Vinyl 10 0 1239 JABARA AVE. 73 8-1112 Reinforcement,Impact Keymastc Alum NORTH PORT,FL 34288 74 P-3541 #8 x 112",Pan Head,TEK Faslenal qta-I a 0 0 0 0 0 69 PH.941-380-1574 •l fill $PEET DES 0 ILINE ITEMS NOT USED: 0 0 .5 1 ,7,11,15-17,21-22,29,31,33-3S,41-43,46,49-50,55,67-61,69 0 .......... 130M AND EXTRUSIONS SCREW SUPPORT-3113 DRAWN BY; DA rE: IMPACT HOOK BAT 06/18112 S-1577 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-76 UNLESS OTHERWISE NOTED. • •• CWS-812 B ......— • • .. .............--...... ........... —SHEET1:2 40F6 WWI ........ .................. 0:0 00 00 0: 9ee 0 0 • 0*0 0 ' 1900 SW 44TH AVE, OCALA,FLORIDA 34474 10 ii�r MAX,O,C. 8100 PVC gyp') SINGLE HUNG 0 INSTALLATION IMPACT W. (TYPI) LD Cc .......... Olt) 01 NO ANCHORS REOUIRED IN SILL IF zz No 58201 1.INSTALL ONE ANCHOR AT EACH INSTALLATION'LOCATION.NO ANCHORS REOU %S-Vt STATE F [RED IN SILL, 411k. 10 Z$HIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX,ALLOWABLE SHIM STACK TO BE 1/4', USE SHIMS WHERE SPACE GREATER THAN 111V IS PRESENT, LOADBEARINGS " W. CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. HIMS SHALL 13E &ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET s. l 4.ALL INSTALLATION ANCHORS MUST BE MADE OFOR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATINGDISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, LUCAS A.TURNER,P.E. FL PE#58201 I INSTALLATION ANCHORS$HALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. so *so * a 6 so NT SHJ& S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRETFICMU OPENINGS,EMBEAT 11OWItS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FfLLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE Fj OD(Ta Q3T H RATE. so see so o so ANCHOR SCHEDULE AND fNSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN T E PRODUCT AND SUBST �t2r NOTES ?,A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS�3'FOR MASONRY,1*FOR WOOD ANDMETAL fwwm— S SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1 8 THE ARCHITECT OR ENGINEER 05 R ANDINSTALLE TOTRANSfER WIWD LOADS TO THE STRUCTURE, SAT at WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DES GNED Y 12 1,SHEET 6.CONCRETE AND MASONRY SUQSTUAaiTFS MAY NOTeSECUKED- DwIri7-- W.THE MRRRNT VII!!RSION OIATHIE REFERENCE DOCUMENTS: .SEALING NO FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION WILL BE DONE BY OTHERS FOLLOW °°° ° ° ° ° °°° ° ° ° ° ° ° ° ° ° °° °° ° ° ° °° °°° ° ° ° °°° ° ° .............. ............. ..................... TYPICAL HEAD ANCHORAGE ' .._......-f—MIN. VVINOMMIN.EMBEDMENT j EDGEQtST. SEE i SUBSTRATE ' SEE TABLE 1 ! BY OTHERS 114"MAX SH M—« 1900 SW 44TH AVE. SEE TA8LE1 OCALA,FLORIDA 34474 SUBSTRATE BY OT'HERS... ...—j ....... ..- ----$- W.CWS.CC ` SEE TABLE i WW �... .......... MEN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MN.ESE QIST. �r+ f. SEETABLE1 8100 PVC BY INSTALLER ,+ INSIDE AND OUT .... ._. �+ ILil�U INSTALLATION ANCHOR- _ .........._[ SINGLE HUNG SEALANT BEHIND SEE TABLE t FLANGE BY INSTALLER .._. ...1,4'MAX SHIM ,/J IMPACT i� t� Ill PERIMETER SEALANT !...._. Y' ' BY INSTALLER F• I INSTALLATION ANCHOR_........._. INSIDE MAT OUT ! d SEE TABLE 1 ! --.........._SEALANT CONTINUOUS DOUBLE 3/16'BEADS OF B HORIZONTA=S�E.TION ALLEReEHlNDE BY INST O TREMGCAZEUISOOSEALANTAROUND S TYP€CALJA PERIMETER AT ALL INDICATED POINTS t}w BETWEEN FRAME AND BUCK BY INSTALLER. :a 1/4"MAX SH'M SEALANT BEHIND FL ........ y N FLANgE BY INSTALLER mat z PERIMETERTALL SEALANT MIN.EMBEDMENT ......... BY INSTALLER SEE TABLE 1 °�tiC)RLy♦ r INSIDE AND OUT SUBSTRATE BY OTHERS /I �y?'•J�" No 5J3"d11 t �+ i SEE TABLE 1 r•......_ MIN.EDGE DIST. SEE TABLE 1 • �' A 1>ERT�AL SECTION 3'�+ TATE OF '40 6 TYPICAL SILL ANCHORAGE ! 'w O 4iI, t ffJl2' rirr$f. t►� J OfVA%-1tt`re U 4tl.Y2015� _.... TABLE 1:APPROVED INSTALLATION FASTEN9LS LUCAS A.TURNER,P.E. SU ANCHOR TYPE NAN.EMBEDM FL PE#58201 EtE{20 KSI MIN.) 3/16'ITW TAPCON 1-i!T f•t PERIMETER SEALANT ROL ___� 1239 JABARA AVE. NORTH PORT,FL 34288 L ED O BY INSTALLER CONCRETE(285 KSI MIN.) 3116"ELCO ULTRACON 1^ 2• • Q Tt2oftqCTION PH.941380.1574 • • •• • OX*7?AME INSTALLATION I ........—.......... T-Fl GROULLEQ CMU(ASTM C-90) 3t t6'ELCO ULTRACON 1-1/4" Z-117' • •• • • • •fo �61161 ANDO4i SIMILAR FOR BOX INSTALLATION 3t16-WTAPOON • • • • • • • • • INSTALLATION OETAfLB 2X MIN.SOUTHERN PIS(0-0.55) 1-318' 718" •• ••• •• • • • •• OR ELCO ULTRAOON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, MN.SOUTHERN PINE(G=0.55) 1110 WOOD SCREW 1-318' 718' UP TO AND INCLUDING,A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 7AN .......... 16GAUGE(0.080")MNIT.STEELSTUD #10.16HXTIKWIK-FEXORW FULLTHREAD 7116" O(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' • NIY.•l/4"FILLET•OF CpNSTRUCTJON-GI�j1DE ADHESIVE CAULK IS APPLIED • INSIDE AND OLfk FYLLPERIMr•TEfi,BY IN6TALLER. 178'ALUM.(6063-TS MN.}OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD •_ CWS-812 B 7N8' P DU T AN ROFfAGI!IS IN ACCORIMNSE WITH REOUIREMENTS AS 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU D.125 •• SFS�JNO5NIE JINSOVYl • • SHEET ••• • ••• • ••• �•� 1:2 8OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 L ; 011-/'1 U . FIOr d KIS Home ( LW in User Registration Hot Took$ I Submit surcharge Stats g Facts `— UI1 I5 Product Approval P�0 SS f us«!F,.Wk Uw Regulation Product Ao_orava_i Menu>ProduCi or P,Qalication.Search>ADDUCatlon LJSt>Application Detail • FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved •••• Comments • • •••• •••••• Archived 0 • ••• • Product Manufacturer Custom Window Systems Inc. • Address/Phone/Email 1900 SW 44th Avenue •...•• Ocala,FL 34474 •••••• •••••• • • (352)368-6922 so** a••• ••••• ekoss0cws.cc •••••• ••• • • • •• •• •• •• Authorized Signature Koss Erin •••• •••••• • ekoss*cws.cc e • • • • Technical Representative Erin Koss • • • • Address/Phone/Email 1900 SW 44th Ave. •• • ••• • • • Ocala,FL 34474 • • (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida Ucense PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE R Validation Checklist-Hardcopy Received Certificate of Independence B-16716 '<t_{-I Referenced Standard and Year(of Standard) r 8 year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl°/o2fZM6... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 631,tK0" OX. • • •••• •••••• Limits of Use Installation Instructions •• • • Approved for use In HVHZ:Yes FL16736 W_- 7 x I • • •• Approved for use outside HVHZ,Yes Verified By: Lucas A.Turner 58 01 • •• •••••• Impact Resistant:Yes Created by Independent Third Pbill • • • Design Pressure:+60/-60 Evaluation Reports •••• s••• sees • Other:Large Missile,74"x 63",DP+/-60 psf.Outer lite in ELI 736 1 AE DuPont PVB NGA 13-01.29 27 udr • • I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 R1 AE EyWReD CWS-8?j%6AS-8 00 7443• ••••• Glass �2S2f IMP complies to ASTM E1300-04. , • • P _...._.�. •••••• ••• • ••••• FL n f• y: Created by Independent Third s •• •••••• • • 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,WIPA ,111"x V",XOY. •••• • Limits of Use Installation Instructions • • • • • Approved for use in HVHZ:Yes FL16736 R1 II CWS-869B(HS-"M 1;1x63 I-MP)ndf • •••••• Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 • • • • Impact Resistant:Yes Created by Independent Third Party:Yes •• Design Pressure:+60/-60 Evaluation Reports Other:targe Missile,111"x 63",DP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVB NOA 13-0129 27 pd in I.G.must be safety glazed when used above 30 ft,in FU6736 RI AE DuPont SGP NOA 11-0624 &A HVHZ.Glass complies to ASTM E1300-04. FL16736 R1 AE Ev S- -8200111x63. IMP).odf FL16736 R1 AE Quanex(Mikron)NOA 12-1017 02 ndf Created by Independent Third Party:Yes [lack Naut QMtart Us::19401iorth Mtonme Strut Tallaha.*.*�Fl.12.11 c phone:850-4874824 The State of Florida is an AA/EEO employer.f pytyrinht 2007-2013 ZAte of Florida ::Privacy sitaterrot :: ::Refund_statement Under Florida tow,email addresses are public records.If you do not want your e•moll address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by tradRionai mail.If you have any quotations,please contact 854.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emali address if they have one.The emails provided may be used for officell communication with the lkrns".However email addresses are public record,tt you do not wish to supply a personal addree,please provide the Department with an email address which can be made available to the public.To determine if you are a kensee under Chapter 455,F.S.,please click .. Product Apprmvd Acnapft: ;—1-1 Im sccurit•.jsr t r•sa: http://www.floridabuilding,org/pr/pr app_dtl,aspx?pararn=wGEVXQwtDqu8obl%2flZm6... 6/24/2015 TT RN -�R 1239 Jabara Ave. �✓ North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 " CONSULTING,INC. FBPE C.O.A.429779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the-54'•• Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The pr aduct testing•• '•'•:• standards performed are outlined below. 000 • 0.0.00 .. .. 0000.. Technical Documentation: 0 0 0:0 0 • 0000.. 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,TE 0. •••. 0 • 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. "" '• • 3) Test Reports NCTL-210-3887-1,-]A,-2,and-2A,by National Certified TestirUtal;oratories,0 • • .0 0000.. Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: 'CSS MI,202,203. .• `94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/GAA• : • 101/1.S.2/A440 `08 ' ' :**Soo 4 Supplemental Calculations to support CWS-871B,signed and sealed by Lucas Z �hrer,P.:.. •••••••••••• Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.OA. 13-0129.27, • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02" t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 50'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. *sytiisrriifi� �'ss�� flREVy ��r�r 58201 t r r .: STATE OF 4/18/2015 fip, ;;tits p'V N� Lucas A. Turner,P.E. fr,#010411 A46sss` FL PE#58201. Lucas A. Tumer 2015-04-18 22:21-04:00 ' :&lZ0NTAL SLIDER - LARGE MISSILE IMPACT I T14E PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SIN 44TH AVE. !S RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 N ASTM E 1996 PER THE FEIC, WWW.CWSICC 751/4'MAX,OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS:*Ox-,,-xo-, 8200 PVC 74'MAX.UNIT WIDTH — 7 HORZ SLIDER 4,DESIGN PRESSURE RATING: 37 GLASS DUO— IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1 300-04. . ......- -POSrr[VE DESIGN LOADS BASED ON,TESTED PRESSLIFIE,WA TER INPILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1 300-04. 5.ANCHORAGE:THE 33 V3%MESS INCREASE HAS NOT MEN USED IN THE DESIGN OF THIS PRODUCT SEE SHEET 5 FOR ANCHOR 64 VC DETAIL&WINDLOAD DURATION FACTOR CE61.6 WAS USED FOR WOOD FLANGE B B ANCHOR CALCULATIONS. __—__——W:5.1 M HEIGHT 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED OWING NORMAL OPERATION OF IMS PRODUCT, > BUT I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND lw MAX FLYING DEBRIS. UNIT HEIGHT 7,ALL FRAMES AND VENTS FULLY Wr=LDED.SMALL JOINT SEAM SEALANT MAK SASH USED AT FIXED MEETING RAIL AND HEADISILL HEIGHT &SERIES I MODEL DESIGNATION HS-8200. 58 1�16 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: GLASS X-OPERABLE SASH,0 FIXED SASH DLO 5 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 6 11.EXTERNALWEEP SLOT.114*x I'LOCATED 4'FROM BOTH ENDS, R. Lucas A. 3S VI 6"MAX SASH WIDTH 2015-04-11 4/1112015 LUCAS A.TURNER,RE. 1239 JABARA AVE. NORTH PORT,FL 34288 PH.S41-38D-1 574 Iso AN GENERALNOTESAND TABLE OF CONTENTS ELEVATIONS D WIT DATE! GENERAL NOTES&ELFVA-nONS,,.,, i ADE 10110/13 SECTION VIEWS&GLAZING DETALS_2 MAX. UNIT SIZE DESIGN PRESSURE RATING, IMPAG ANCHOR SCHEDULE&NOTES _4 74"x 63" INSTALLATION DETAILS,. 5 i SCALE: SHEET 00 0 °~= ° -.... __ ............_..........._ PARTS LIST r._.._..... IIuI ITPART/k DESCRIPTION VENDOR MATERIAL - s 116" CORNER CONSTRUCTION , 31/8" 1 H•1497 Rainf.Sash Meet.Ra!I Keymatk Alum 1 112'-moi yylNa Ig".Mm 2 H-1699 Rainf.S.B.R.1S-S.R, Keymark Alum }� 3 H-1836 Meet.Rail,Fxd. Kaymark Alum 1900 SW 44TH AVE, ' OCALA,FLORIDA 34474 4 H-6052 Sash TopBot.Raiff Mikron PVC 213116" 39 t6" 1118 WWW.CWS.CC 5 H6048 Main Fr.,SH,wl Fin„PVC Mikron PVC 1:16" 2118' tits' 6 H•6050 Sash Meet.Rail,PVC Mikron PVC CORNER WELD �_ �+-f' �_._......� (ALLSIIDES) 8'�OO AVC 7 H 6051 Sash Side Rall,PVC Mikrwt PVC HORZ SLIDER 8 H-6049 fMaIn Fr.,SH,wlFlg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IIIA 9 P-3029 Screen Pull Tab Summit PVC FRAME FIW048 10 P-3033 IScreen Spring,SS Hurtey 11 P-3113 Screw Support,PVG Team Plastic Rubber f—2318 a,4a � a n ui 12 P-3248 IScreenFrena Agmetat Roliftotm 4 ai 13 P•3228 IScreen Spline,.155 Dia.,Bk. Dapa 1 1 6" 0 116 Corner o 0 0 14 P-4754 Screen Frame Coer Key Ailmeta! Eon w .. 1116" "'" 1116" 1118 ills, FIXED MEETING RAIL I's P•3342 Seam Sealer,SM 5504 Schnee Silicone T— — SCREWED TOGETHER WITH 16 R-3352 Sat.Bik-,85 Du.,1!8'%5/8"x 2'L0. FrankL.owe Rubber PVC SASH MTG,RAIL-4050 PVC SASH SIDE RA146051 PVC SASH TOP/UM RAIL-6052 PVC FIXED RAR OUT'ERFRAME W COVER-6063 1:0 17 P-3429 Wstp.,0.270 x.187 back RnSeal,Gr U ltrafelb 18 P-3539 #8 x 3fe St111are TEK 2 Zinc FestartN Steel 314-� w S 19 P-4730 #8 x 1f2"Truss PH TEK 2 Z nc Fastanw Steel 3116 �"{, { .. ! W � 20 P-3752 Cap Plug,1t2'Hole M&M Nylon }„ tl 1}• {f; ib/1 V 3783 or O _ V19' — rr 23 P-5250 Spring lock,impact,PVC Intarlock SASH MTG.RAIL-1497 SASH REINF, 1698 22 P4779 Roger,Tandem M&M Nylon L 6 F+1 t/t 6^ D o o 23 P-4051 48 x 1 114 Ph FH TEK,Wht. Fastenai Steel 24 P.S069 Keeper,impact,PVC Iraerbck 718" 91Y6 374' ........ 25 P-4479 W ills, 26 P-4638 #8ax 2 V2 Ph Truss SMS Ajax St�I PLAN VEW-1999 HEAD€6 SACT HOOK-1999 —tiffs +O�G@a'. GE N g� 7fi��ir 27 P-4%8 Rotary Lock Sullivan Ono S,9JUS.S.R,-1498 ROLLER TRACK-1776 1U."' No 58241 28 P-1952 Keepar,Rotary Look Sullivan Zinc 0 vieyr 29--74959 Wstp.,0.420 x.187 back FinSaal, Uitraiab tlt• 718°- '�,o: ; 3 O rt%3�1 STATE OF W 30 P-4633 Barrel Fastener Faafenal Steel { 4t � ll--�" 31 S•i312 Re(nfarcemerlt,N9ad KAymark Alum 7L 32 S^1498 Plaint.S.B.RIS.S.R, Keymark Alun yTg• 34 SPVCGLAZEBEAD-6064 •1778 Roller Track Keymark Alum J- 1lt6" GLAZE BEAD-111a y 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-MW 36 S-2000 jPanef Catch,Head,Impact Keymark Alum 112" -1118--1 3,13'.. 1 8116' 4J7112015 _........ 37 5-6065 AntiLik Mikron PYG W1 6" LUCAS A.TURNER,P.E. 38 5-6013 5crn.Adapt..w!Nib,PVC Mikron PVG L i 3„ -1 —YttG' 1116” FL PE 158201 39 56014 Scm.Adapt.,PVG Macron PVC t1 PVCSCREENCATCH-6013 PVC ANTI-LIFT-6005 1239,1ABARAAVE, SCREW SUPPORT-3113 •• ••• • • • • • •• NORTH PORT,FL 34288 40 5-6063 F xed Rall Cotler Mikral PVC • • • • • • • • • PH.941-380-1574 41 S-6064 Glazing Bead Mikron PVC ••• i ••16 1r ___r 42 GLASS Esc E SHEET 2 CARDINAL GLASS 43 Purfect Glaze'H',SikaFlex 552 Honkel f Sika Silicone •• 00* •• • • • tti6" M- I BOM AND EXTRUSIONS PVC SCREEN SUPPORT-6014 ARE 14/10/13 33 E ITEMS NOT USED: • • • • • • • • OWS_871 8 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063•T6 UNLESS OTHERWISE NOTED. • • • • • • • • • • • •• • • • • • • SHEET —.._._. ......__ ••• • ••• • ••• • 1:2 3OF5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1900 SW44TH AVE. OCALA,FLORIDA 34474 INSTALLATION 8200 PVC ANCHOR ITYP.) INSTALLATION HORZ.SLIDER ANCHOR(rYP.) IMPACT irl LLJ uj ANCHOR LAYQUT-(FIN) OL STATE OF 10�j 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAVE AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS W E E PA E GREATE AN111 ISPIRESENT. LOAD SEARM SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. H R s C R TH S. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 411112015 BE PROTECTED TO PREVENT REACTION. LUCAS A.TU FINER,RE, A L INSTALLATON ANCHOR$MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACTWITH PRESSURE TREATEI WOOD MUST FIL PE#SMI 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOIR MANUFACTURERS INSTALLATION INSTRUCl`IONS,AND ANOW W44-NQT V USqlD 94 raUBI6TRATEkp WITH STRENGTHS LESS THAN THE MINIMUM . SPECIFIED IN TABLE 1.SHEETS. NORTH PORT,FL 34288 0 0 PH.941-380-1574 RFTM S ANCHOR EMBEDMENT TO SUBSTRATE SHALL Be qEyOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEWFNT SPLIE DEYOND"M69LICKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REOURE IX WOOD BUCKS BETWEEN THEWRODUOTAND ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS B FEN THE PRODUCT AND SUBSTRATE. 00 ETW NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENER&3"FOR MASONRY,I"FOR WOOD AND METAL .15A-TE- - ADE 10/1 tVI3 8,WOOD OR MASONRY OPENINGS,13UCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINiER"VFCORD AM INS70ALLED TO'0RANSF%WIND LOADS TO THE STRUCTURE, bw SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLE1,SHEET 5,CONCRETE AND MASON16Y SUBSTRATES MAIr NeT WE CRATE6 gr SEALING AND FLASHING STRATFGJES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLPOWIN.? FKWAAMA I OO(FIN WINDOWS),FMAJAAMA 200(FLANGE WINDOWS), FMAMOMA 250(BOX WINDOWS),FMAlAAMA/WDMA 30 glE CUMPANT VoRS:)N tF V4�RE*RF:iCE DOCUMENTS °°° ° ° ° °°° ° 0 0 000 ° 0 ........ - ......._... ....................... MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLED f SUBSTRATE ` I€ a.—'--' ti4"MAX.SHIM— BY OTHERS WIN SY 'EM4 ��—MIN.EDGE DIST. -"'I SEE TABLE t MIN.EDGE DIST. SUBSTRATE 11?OD SW 44TH AVE. SEE TABLE i SEE TABLE 1 BY OTHERS SUBSTRATE BY OTHERS -- ii4"MAX SHIM SEE TABLE 1 I OCALA.FLORIDA 34474 SEE TABLET I + WWW.CWS.CC — MN.EMBEDMENT MN EDGE DIST. I PERIMETER SEALANT' SEE TABLE t SEE TABLE 1 IN INSTALLER INSTALLATION ANCHOR— _- "" _.....,! "{' ! 8200 PVC INSIDE AND OUT - HORZ SLICER i ��-�� SEE TABLE 1 I SEALANT BEHIND MN.EMBEDMENT RANGE BY INSTALLER 114"MAX SHIM SEE TABLE t IMPACT ........... �Z: ; T� w PERIMETER SEALANT PERIMETER SEALANT BY W.ALLER BY TALLER INSIDEANDOUT IM1 EANDOUT I ...... ._._._NSTALLATKIN ANCHOR Y INSTALLATION ANCHOR ( --..--SEALANT BEHIND ` SEE TABLE Iw ¢ m FLANGE BY INSTALLER SEALANT BEHIND I--- -- . SEE TABLE 1 FIN BY INSTALLER H�lZDNTAL SEOTION C IHORIZONTALSECTION Z Q 5 TYfMCAI IAMB ANCHORAGE TY _ FiCAL_RN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION �,IzilLUT >. w Olq t• W Oil � 114"MAX SHIM L�1 SEALANT BEHIND .... RANGE BY INSTALLER .t.... _._�. z Lub m CIO iPERIMETER SEALANTBYINSTALLER ? MIN.EMBEDMENT - INSIDE AND OUT I SEE TABLE 3 AV SUBSTRATE BY OTHERS .. ._...— vNo 502401 r SEE TABLE 1 -----N--MIN,EDGE DIST. ,k SEE TABLE 1 gyp:� E10 `aWW;T` A VERTICAL SECTION �� 5 TYPICAL SILL ANCHOR Ih4�RuA�� TABLE 1:APPROVED INSTALLATION FASTENERS 4111/2015 FRAMMEL.Qg§ ANCHOR TYPE MI LUCAS A.TURNER,RE, NGE CONCRETE(2.0 KSI MN) 3138'RW TAPCON 3.312' t-118" FL PE#50201 PERIMETER SEALANT------^�"`�~ 1238 JABARA AVE. 2' BY INSTALLER I NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MIN.) 3/18"ELCO ULTRACON 1" 1` _.. •• "INE tllQ*;JT • • • •• FLANGE GROUT-FILLED CMU OSTM CSD) 3118'ELCO ULTRACON 1-it4" 2-112 41 • • • • • D 24NTALSECTION PH.941-380-1574 • •• • • i B x� LL RAME INSTAATION Sk DESCt7'P'�ij- FLANGE 2X M .SOUTHERN PINE(G.-O-55) 3/13 ITW TAPCON 1,318* 7,8, •• •• 0 0 • • • •HEAD 4ND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON i• ••• •• • • • •• INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G-0.S6) #10 WOOD SCREW 3313' 718` FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(0.460')MIN,STEEL STUD #10-15 HILTI KWIK•FLEXOR I1W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DATE' : (33 KSI YIELD MINI TEKS SELF-DRILLING SCREW THRU 0.060' 7113 ADE 14/10113 ••SNI€N.114` TU OON CT�I�RADEADHESIVECAULKISAPPLIED :Fws&_S71 FLANGE 118 ALUM.(6063-T5 MN.)OR #14 GRADE 5 SELF-TAPPING f FULL THREAD •13 STEEL(33 KSI MIN,) DRI UlNG SCREW THRU4.125^ • INSIDE A O T, LL P € ETrsR,SY INSTALLER. B •-PFIPDLrW ANOHORASE IS 3N AC#ORDANCE WITH REQUIREMENTS AS ......_....... FIN 2X MIN.SOUTHERN PINE(0.4.55) #a WOOD SCREW 1-112 312' • :CHOWN FOR PLANGE Wit�S000 0 �YYS�•• SHEET 12 50F5 or • • • • ••• s • • • • • • • • • • • • •• •• • • • •• •• MIAMI•DADE MIAMI-DADE COUNTY MR. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County}reserve the right to have this product or material tested for quality assurance purposes. If-thisproduct•en�aterial .... fails to perform in the accepted manner,the manufacturer will incur the expense of saah tasting a•.nd lhaAHJ •• may immediately revoke, modify, or suspend the use of such product or material 40ittitftheir jdAsdiction. •••••• RER reserves the right to revoke this acceptance, if it is determined by Miami—DaddOttMty Product•ControI ;•••.; Section that this product or material fails to meet the requirements of the applicable 01181g coda.•'". • This product is approved as described herein, and has been designed to comply with tte Florida$wilding **:00. ...... ... . ..... Code,including the High Velocity Hurricane Zone.- • .. .. .. ...... DESCRIPTION: Series"AW-740"Aluminum Awning Window-L.M.I. •••... APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning W1ndoV*Detallr.,.I M & "'••• SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16,prepted by m7a nnfacturer, �.... signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Rt vision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 1 f NOA No.16-0714.23 MIAMI•DADS COUNTY Expiration Date: April 11,2018 S Cl Approval Date: September 08,2016 f Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.07) 2. Drawing No. MD-AW740LM,titled"Awning Window Details—LM&SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 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 0000 3) Cyclic Wind Pressure Loading per FBC,TABS 205-94 •....• along with marked-up drawings and installation diagram of a 19VC sliding glass.door, .• a PVC fixed window and an aluminum sliding glass door, using.•1jodispaco.4W TPS••••:• spacer system, Duraseal® spacer system, Super Spacer®NXTTm SpltCBr system and XL; EdgeTM spacer system at insulated glass,prepared by Fenestration Te6ting OaMratory,• Inc., Test Reports No. FTL-8717, FTL-8968 and FTL- �j b dated:117J6/15 ":"- 06/07/16 and 06/02/16 respectively, all signed and sealed by IdaAis Ortega,PT: ...... 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 :••;•: 0 • 2)Uniform Static Air Pressure Test, Loading p2r FBE, TA&2Q2;94 •••••• 3) Water Resistance Test,per FBC, TAS 202- ...... 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 •�; 5)Large Missile Impact Test per FBC, TAS 201-94 6)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series CA740P aluminum projected(awning)window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12,signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 12-1218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.11) 2. Glazing complies with ASTM E1300-04 Manuel Per z, E. Product Control E m' er NOA No. 16-0714.23 Expiration Date: April 11,2018 Approval Date: September 08,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGIas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 0600 F. STATEMENTS0000' . . 0000.. 1. Statement letter of conformance, complying with FBC-51h Edi1ioa(2014), dated May 16,2015,issued by manufacturer, signed and sealed by AnthonyEyrm Miller,-pig. •••• • (Submitted under previous NOA No. 15-0519.11) 000000 ' • • 666666 2. Statement letter of no financial interest, dated May 16, 2015, ics* ea-by manu•.f0aoturer,0•••00 • signed and sealed by Anthony Lynn Miller P.E. 0000.. ... • 0000. (Submitted under previous NOA No. 15-0519.11) 000000 '00 0066:6 0 3. Proposal No. 16-0125 issued by the Product Control Section, d March 09,F-016, • signed by Ishaq Chanda, P.E. :...;. •••••• G. OTHERS •• 1. Notice of Acceptance No. 15-0519.11,issued to PGT Industries for their Series"AW- 740"Aluminum Awning Window-L.M.I. approved on 07/16/15 and expiring on 04/11/18. MaqatY erez,P.E. Product C ntr Examiner NOA o. 16-071.4.23 Expiration Date: April 11,2018 Approval Date: September 08,2016 E-2 5/18'LAMINATED ttt ]/18'LAMINATED DESIGN PRESSURE RATING IMPACT RATING 6GLASS'LAM STACK I 6U ISTACK NATED GENERAL NOTES:SERIES 740 VARIES. RATED FOR LARGE&SMALL I oe0 BurACnE®Pve ODD"SG®BY KURARAY IMPACT-RESISTANT AWNING WINDOW SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE IW ANNEALED BYKURARAY 3/16'ANNEALED AMERICA,INC. GLASS AMERICA,INC. GLASS 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO I 1/8-ANNEALED I 3116'ANNEALED GLASS COMPLY WITH THE REQUIREMENTS OF THE FLORIDA60'WIDTH EXTERIOR GLASS EXTERIOR 36 BUILDING CODE,INCLUDING THE HIGH VELOCITY a I HURRICANE ZONE(HVHZ).FOR INSULATED GLASS 53"VISIBLE LIGHT WIDTH(DLO) INSTALLAnONS ABOVE 30'IN THE HVHZ,THE OUTBOARD NO ANCHOR PAIR I 11116•GLASS BITE I 36 t7l 16"GLASS BITE LITE(CAP)MUST TEMPERED. REO'D IF WINDOW IS ; 27-7/8"WIDE OR LESS 12"MAX.FOR UNITS 3 3 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN (HEAD&SILL) B.SEE OVER 39"TALL WIND-BORNE DEBRIS REGIONS, CL I SHEET2 OTHERWISE 4'MAX. 32 50 32 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY GLASS TYPE 1 GLASS TYPES 2 ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY 716•NOM. UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, GLASS STACK 5116"S STACKED SEE TABLE 3,SHEET 4. --- ------------->----------- -------------- GLASS 39" � 7/6"ANNEALED 4)ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE / / j\ 1 HEIGHT 7nAIrsSPACE Gu55 CONSIDERED I I NSTALLATIONS.I X WOOD BUCKS ARE I A SEE e• .oso•Burncl7E•we OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO / I \ SHEET2 32" 1/8"ANNEALED OR BY KURARAY SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.12' I VISIBLE TEMPERED GLASS AMERICA,INC. THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) I / I \ LIGHT 3g Im-ANGLASS SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS 19"MAX. 1 HEIGHT GLASS EXTERIOR TO THE STRUCTURE.WOOD BUCK DESIGN AND O.C. (DLO) INSTALLATION IS THE RESPONSIBILITY OF THE j 17116"CUSS BITE ENGINEER OR ARCHITECT OF RECORD. 1 37 3 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 4"MAX BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, }T 6'MAX �� I 4"MqX 100-103 32 50 SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CL g I — CORNERS OF THE FRAME.INSTALLATION ANCHORS 23"MAX.O.C. USE ANCHOR PAIR FOR UNITS GLASS TYPES 3&4 SHOULD BE SEALED.OVERALL SEALING/FLASHING OVER 27-718-WIDE(HEAD&SILL) STRATEGY FOR WATER RESISTANCE OF INSTALLATION 718'NOM. SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE TYP. ELEVATION OF AWNING WINDOW GLASS STACK 7t76'UMINATED OF THESE INSTRUCTIONS. GLASS STACK 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE 114"AIRSPACE 3MO'ANNEALED GLASS SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING TABLE 1; 3/18'ANNEALED .090'SG®BY KURARAY APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BEORTEMPERED GLASS AMERICA,INC. GENERAL NOTES.............................1 GIBSS Types Sheet# SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION.......................................1 38 3/11c ANNEALED GLASS ON THEM BY THE WINDOW. GLAZING DETAILS...........................1 1 5118"Laml(1/B'An-.090"PVB-1/B"An) 5 EXTERIOR INSTALLATION.................................2 2 7/1 " 7)DESIGN PRESSURES: ASSEMBLY TUBE DETAILS.............3 8 `r A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL ANCHOR SPECIFICATIONS............4 ME 7/8"Lami.IG(118"An-7/16"Air-118"An-.OW PVB-1/6"An) 7 37 11118•GLASS enE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES_..................4 4 8 3 ASTM E1300. DESIGN PRESSURES......................5-9 5 7/8"Lami.IG 3/18"An-1/4'Air-3/1("An-.090'SG-3/76'An) 9 B.POSITIVE DESIGN LOADS BASED ON WATER TEST ASSEMBLY DETAILS/BOM..............10 g 7/8"Lemi.IG(3/18"T-1/4"Air-3/16'An-.090'SG-3/16"An) 9 PRESSURE,STRUCTURAL TEST PRESSURE,FRAME EXTRUSIONS/SPACER....................1150 ANALYSIS AND GLASS PER ASTM E1300. "PVB"=BUTACITO PVB BY KURARAY AMERICA INC. 100-103 32 "ODUC'i REVISED 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN "SG"=SENTRYGLAS®BY KURARAY AMERICA,INC. GLASS TYPES S&S Bu1'i6iRgyC�1��0 Fl-id. DESIGNED TO RESIST THE WINDLOADS CORRESPONDING A�p N.�6- * -214 TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% ,-; /<• .y. • • • • • • Revised By: Dote: Revision B: t6 '°D•e �$ STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN ' ADDED SHEET 11 • ,' • TO JR 05/05/16 3y WITH SPACERS. OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR •'-�' 06 .• I• ALarn Pr"doh WAS USED FOR THE EVALUATION OF ANCHORS INTO STANDARDS USED: • .• • Revised By: Date: Revision a: WOOD.ANCHORS THAT COME INTO CONTACT WITH [-ANSI/AF&PA 14 FLORIDA BUILDING CODE(FBC),STH EDITION _ •,.0 *0* _>♦ • OTHER DISSIMILAR MATERIALS SHALL MEET THE -ASTM E1300-04 REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR NDS-2012 FOR WOOD CONSTRUCTIONDrawn By: CORROSION RESISTANCE. UMINUM DESIGN MANUAL,ADM-2010 = 6GENERAL NOTES&ELEVATION J ROSOWSKI SI-S100-07/S2-2010 9)REFERENCES:TEST REPORTS FTL-7061,3579,3580, • • _ _ •10h TECHWI-ogy wrvro F'tle: I, 3724;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; `;•' •t•' • N•VENICE{FL 34y5• AWNING WINDOW DETAILS-LM&SM 08/08/12 ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM • �' '�� • • •PAt BOX015290 • ALUMINUM DESIGN MANUAL. r` .•0 • • 1bKOM1S,•FL 34264 • Series/Model. Scale: Sheet: Drowing No. Rev: ••• , LL •• CERT. OF AUTH. X29296 AW-740 NTS 1 OF 11 MD-AW740LM B A.LYNN MILLER,P.E. P.E.{SB705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION INSTALLATION EDGE EDGE DISTANCE INSTALLATION OPTION 1 OPTION 2 OPTION 4 DISTANCE INSTALLATION ANCHORS INSTALLATION ANCHORS INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS DIRECTLY INTO METAL. AS REQUIRED PER PER ANCHOR DIRECTLY INTO MASONRY. 2 EMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3,SHEET 4 1/4"MAX 18 10 TYP.ANCHOR SHIM 4 TYPE,EMBEDMENT gp 8g 13 AND EDGE k12 STEEL FOR SNUBBER 2q DISTANCE PER B 32 33 18 t2 SELF-DRILLING REQUIREMENTS,SEE 1 SUBSTRATE,SEE SMS,SEE TABLE TABLE 4,SHEET 4. 824 TABLE 3,SHEET 4. - 3,SHEET 4. 3O 60 { EDGE87 DADE APPROVED DISTANCE I 84 1 MULLION,ALUMINUM, 35-37 8 ATTACHEDTO I I ATTACHED TO STEEL FRAMING OR O O 1 VENT SILL VENT SILL �ATTACHED TO J VENT SILL STEEL STUD. 35-37 FRAME SILL 81 87 x 13 FRAME JAMB EMBEDMENT 38 39 1 3 22 O 83 70 5 VISIBLE LIGHT WIDTH(DLO) 8 EXTERIOR JAMB 8_111 ATTACHED TO OPTIONAL ADDON WINDOW WIDTH HARDWARE 12 J VENT JAMB FLANGE @HEAD, WINDOW 11 SILLBJAMBS SEE DETAIL HORIZONTAL SECTION A-A HEIGHT Al.BELOW , NOTES: BUCK NOTES: VISIBLE LIGHT FORMULAS HEIGHT ATTACHED TO 1)WHEN INSTALLING WIDTH:WINDOW WIDTH-7 FRAME 8 VENT 1)USE ONLY SUBSTRATE-APPROPRIATE VISIBLE JAMB 10 ANCHORS LISTED ON TABLE 3,SHEET 4. COMBINATION UNITS, HEIGHT:WINDOW HEIGHT-7 LIGHT ADDITIONAL INSTALLATION FOLLOW EMBEDMENT AND EDGE HEIGHT DISTANCE LIMITS.ANY INSTALLATIONANCHORS MAY NEED TO BE INSTALLED THROUGH THE (DLO) ATTACHED TO OPTION SHOWN MAY BE USED ON ANY 10"MAX.Y / / \ / / \ -- FRAME JAMB SIDE OF THE WINDOW. _ _ WINDOW FRAMES AT 10'MAX. 14 i � � FROM EACH SIDE OF THE FRAME ATTACHED 2)ALL WOOD BUCKS LESS THAN 1-1/2" ASSEMBLY TUBE CENTERLINE. ATTACHED TO r Q} TO FRAME THICK ARE TO BE CONSIDERED IX SEE TABLE BELOW: FRAME JAMB L Q 89 JAMB INSTALLATIONS.1X WOOD BUCKS ARE �] OPTIONAL.UNIT MAY BE INSTALLED 10"MAX. I Additional Anchors Required on each ATTACHED DIRECTLY TO SUBSTRATE.WOOD BUCKS �--�'SEE DETAIL A2,BELOW Side of the Frame Assenbly Tube(FAT) Window Anchor Type TO VENT DEPICTED AS 2X ARE 1-1/2"THICK OR LL Winn JAMB GREATER.lX AND 2X BUCKS(WHEN USED) I fi 17" 229" 0 0 62 SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 23"-25.9" 0 1 38 39 63 WOOD BUCK DESIGN AND INSTALLATION IT — > 28•a 1 1 IS THE RESPONSIBILITY OF THE ENGINEER 17 OR ARCHITECT OF RECORD.MAXIMUM < Window Anchor T 16 SHIM THICKNESS TO BE 1/4". u. Height A 21 A EXTERIOR 82 DETAIL 7d` 17".22.9" 0 0 5 O Al DETAIL 23"-25.9" 0 1 PRODUCT REVISED 2g"r 1 1 ac w plyirig with the:o spa 8 80 Butldins Code 1 1 X WOOD `. Atxcptnna 14. r Revised By: Date: Revtston B. 19 84 £•rgxntiou DBc �IS BUCKSTRIP, '�+�• • • • • • • • SEE NOTE 2, !, .;;,-. - • • • By THIS SHEET. - '"� • • • Pdiarni Product • •-• • Revised By: Dote: Revision A: TYP.ANCHOR TYPE, 1/4"MAXSHIM ••; ••i �• • • • EMBEDMENT AND EDGE - DISTANCE PER SUBSTRATE, •• •• G - ® Oescriptfon: Drawn By: SEE TABLE 3,SHEET 4. CONCRETE •" • EMBEDMENT - �, �•K (� • • • GENERAL NOTES&ELEVATION J ROSOWSKI PERANCHOR • i ' REQUIREMENT • �, - 0070 TECH*LO@Y VIVF• Title: Dote: NSTALLATION OPTION 3 61.,':- - • N•VENICE•FL 34W5 • AWNING WINDOW DETAILS LM&SM 08/08/12 • •. • • • •P.v BOX015290 • NSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B •` •.' •.0�' • • N•KOMIS,•FL 34211 • Series/Model: Score: 5^eeL Growing No, Rev: BUCKSTRIP INTO MASONRY. •••%'I '• •• 0.LYNQ MILLER,P.E. CERT. OF RUTH. #29296 AW-740 NTS 2 OF 11 MD-AW740LM B P.E.R 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • AWNING(X) AWNING/AWNING(XX) AWNING/CASEMENT/FIXED CASEMENT()(XO) PRODUCT REVISED ac ccmplyin6 with dw F Wnda B—pr Code / L FIGURE 1: I~ 10".SEE NOTE 7,THIS SHEET Aeceptanca No �O FIGURE 2: 740 SERIESkxpiraitoe Date /8 __ AWNING �WINDOW / Miara e t C —D/ FRAME WINDOW //\ / / ASSEMBLY HEIGHT / 10',SEE NOTE 7, TUBE FRAME ASSEMBLY TUBE NOTES:p 4 THIS SHEET 740 SERIES \ DIMENSIONS SHOWN ARE WINDOW —CASEMENT— / DIMENSIONS FOR EACH N INDIVIDUAL / / WINDOW.FOR SIZES NOT SHOWN, J WINDOW / WINDOW' / ROUND UP TO THE NEXT AVAILABLE � / DHT DIMENSION SHOWN 740 740 E ONTHE TABLES. Z SERIES FRAME SERIES Q AWNING ASSEMBLY AWNING FRAME 2)ANY 740-SERIES PRODUCT (n P t WINDOW TUBE WINDOW L ASSEMBLY___� (CASEMENT,AWNING OR FIXED 06 o E TUBE CASEMENT)MAY BE ATTACHED TO THE J o` FRAME ASSEMBLY TUBE.FOR ALL / \740 SERIES WINDOWS,USE THE WINDOWS NOA d J r FIXED WINDOW FOR ANCHORAGE,SIZE AND DESIGN rd O LL PRESSURE LIMITATIONS. _ J O 3)ALL WINDOWS IN THE COMBINATION W Q v M 740 SERIES 'SEE PRODUCTS NOA FOR UNIT MUST BE ABLE TO INDIVIDUALLY AWNING EXTERIOR //\ / /\ INSTALLATION SPECS COMPLY WITH THE REQUIREMENTS OF N W WINDOW THEIR RESPECTIVE NOA } d V 4)FRAME ASSEMBLY TUBE TO BE OBD m O to Z 74 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN o0 8 O Q AWNING CASEMENT DETAILS, MIN.#12X SHEET W Z FOR SINGLE UNITS: WINDOW WINDOW* ETAL SCREWS.USE THE SAME Y (/) SPACING AND QUANTITY AS THE (n fj) 3: O 1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1'SMS THROUGH OPPOSITE FRAME MEMBER. Q AND GLASS. INSTALLATION HOLES FRAME 0 .W t FRAME ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY �, o Z a 2)KNOWING YOUR ANCHOR TYPE ASSETUBE TUBE NOT NA63-FLANGEDED 62-WINDOW)OR BE N LENGTH(AS ED i m Q m� o� �Q AND SUBSTRATE,DETERMINE 'i YOUR ANCHOR GROUP FROM MIN.#12 X USED IN TEE OR CROSS o pm LL E Q H MIN.#12 X 1'SMS CONFIGURATIONS. I;TABLE 3,SHEET 4. 1"SMS THROUGH 740 SERIES THROUGH 3)FROM SHEETS 5-9,FIND THE INSTALLATION _WINDOW* CASEMENT INSTALLATION REQUIRE6)THE D TO BE CLIPPED TOTHE ME ASSEMBLY TUBE IS NOT n SHEET FOR YOUR GLASS TYPE. WINDOW HOLES ® o a n FIND THE PRODUCTS DESIGN HOLES SUBSTRATE.ALL EXTERIOR JOINTS TO 740 SERIES 740 SERIES BE SEALED BY INSTALLER. PRESSURE FROM THE TABLE FRAME o 4 LABELED"DESIGN PRESSURE AWNING EXTERIOR ASSEMBLY AWNING o x 4 WINDOW n WINDOW 740 SERIES 7)FOR ALL COMBINATION UNITS, z vi o S (PSF)FOR SINGLE WINDOWS,ALL I TUBE FIXED =v vi a EXTERIOR EXTERIOR ADDITIONAL INSTALLATION ANCHORS ANCHOR GROUPS'. CASEMENT MAY NEED TO BE INSTALLED 'o''Z o 0 0 HORIZONTAL SECTION C-C a a WINDOW THROUGH THE WINDOW FRAMES AT ~ a Y 4)DIMENSIONS SHOWN ARE 10"MAX.FROM EACH SIDE OF THE o z z w WINDOW.FOR SIZES NOT SHOWN, FRAME ASSEMBLY TUBE CENTERLINE. – o ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E SEE TABLE BELOW: AVAILABLE WIDTH OR HEIGHT _ . DIMENSION SHOWN ON THE •• •US $Gj•LT R� :ABF Aditional Anchors Reg7imd on each ` 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 8 2,THIS SHEET.DETERMINE YO H O F M.'_7 S,SHEET 4. ,�, TABLES. • • •• • • • • • Side of the Fra me Assembly Tube(FAT) 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. • •• • • • • ••• • Window .Anchor Type 5)USING THE TABLE LABELED • • • • • • • • • LL Width A B.C&0 "IMNDOWANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACIVI TO AtiA;tICAL PmMEASSEM&Y RBE•4)R-DESIGN 17"-22.9" 0 0 (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE WINDOW.FOR ) 23"-25.9" 0 1 NEEDED IN THE HEAD,SILL AND SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 26"+ i 1 Al! r hor? '••`ii' JAMBS OF YOUR WINDOW. • ••• • • • • < Window AncDe - �' 4)USING THE TABLE LABELED WNDOWANCHORS REQUIRED-(TABLE 2,SHEET 4),DETERMINE THE NUMBER CIF ANCHORS NEEDEDMI TWE FIFAD,SILLIeAN@ JAI)pBSOF Height A B,C&D ��'J•'. V 6)INSTALL AS PER THE YOUR WINDOW. • • • • • • • • -_' ..'-; .. '. INSTRUCTIONS ON SHEET 2. • ,,,,•••••''''aaaa • • • • • • • • 17"-22.9" 0 0 j :. 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE JIWgpW FryuviE INTO;;]jUe4&E MAYBE REQI IREIF(SEE 23"-25.9" 0 1 �'!•, �') - SHEET 2),AND THAT MIN.#12 X 1-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETTAAIILLSS''ON 7 IS SHEET?•• • 26"+ 1 1 A.IYNNIMILLER.P.E. P.E.#59705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: Window Anchors Required PRODUCTREVISED as comply-8 with the FlInd" Window Widthin 'PVB"=BUTACITEVB BY �jld,p,nCode under 23' 2515/16" 27.718" 30.3/4' 2 46' 53-1) 60"Anchor roup Anchor Group Anchor Group Anchor roup Anchor Group Anchorroup Anchor Group Anchor Group Ane ro Anchor GroupKURARAY AMERICA,INC. raA B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A D B C&D A B C&D A B & A B C&D 'SG'=SENTRYGLAS%Y /$ under 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KURARAY AMERICA,INC. Aliami a Prudes C Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 2515116' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 8 4 6 6 4 TABLE 4: 39" Jamb 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 m Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 6 8 4 Head Snubber Locations 56&8, Jamb 4 5 4 4 5 4 4 5 4 4 6 4 5 6 4 5 6 4 6 6 4 5 8 4 Glass Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 Type: J 6o• Jamb 5 8 4 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 PVB(Types 1,3&4) SO(Types 2,5&e) O� Heed/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 None 20"max.horn each and Jamb 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 6 7 4 Required &20"miss O.C. 63" o HeadlSill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 SAMPLE CONFIGURATIONS: fn Jamb 5 7 4 6 7 4 6 7 4 6 8 4 6 8 4 6 8 4 c r 67" Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 .. o k 72' Jamb 6 7 5 6 8 5 6 a 5 7 B 5 7 8 5 I('11 11 ,/t )/1l X\` Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 X 1 ;X', /X 11 ;%;t O d J 76' Jamb 6 7 5 7 8 5 7 9 5 7 9 5 _ LL Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 "> Z 84" Jamb 7 6 5 7 9 5 8 10 5 X Q Q o�' Head/Sill—2-T--2-1-2 2 2 2 2 2 2 ,/X\1 O O N = ti USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH W OR HEIGHT DIMENSION SHOWN ON THE TABLE. O a TABLE 3: 1 S $ OD Z > `~ Min. Min. Min. Anchor O t" 0 ce Z Group Anchor Substrate Edge O.C. Embedment Plate EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7118"ANNEALED SG LAMI.GLASS, X', O :'X'; X /%IX'•,l Y } Z_ Distance Distance Requlred7 1/4"MASONRY ANCHORS INTO CONCRETE,+70/-80 PSF DP REQUIRED,NO ANCHOR PLATE il4" steel Ubrecon Hollow Block 1" 6' 1-114• No ~ > O S.Pine 5/8" 1' 1-318• No AWNING ANCHORS: ,� ,� O „Q A 316SIB" 050" ota , A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. or#14,410 SS SMS A36 Steel 316' 5/8" .050' No �,O �,O 0 g V Z Q A653 Stud,Gr.33 3!8' S/8' .035",20 Ga. No B)FOR THE JAMB,FROM TABLE 3.ANCHOR TYPE C HAS THE ANCHOR AND Sl 11.��y _ o Z u S.Pine 5/8' 1' 1.318' I No SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. #12,steel SMS(G5) 6063-TS Alun, 3/6• 5/8' .050• No B or#12,410 SS SMS A36 Steel 318' 518• .050" No C)FROM TABLE 2,4 ANCHORS ARE REQUIRED IN EACH JAMB. P �J0 P •(v� A653 Stud,Gr.33 318' 5/8" .035,20 Ga. No 285k Concrete 2-1/2' 4' 1.3!8" No C)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ry Q�mN N 1/4' steel Uhracon 2.85k Concrete 1" 4" 1-3/4' No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10' 0' yr n Hollow Block 2-112• 5' 1-1/4' No O S.Pira 518" 1" 13/8" Yes E)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME -..-{4. 4' 4" -14• z,,;m�; Q #12,steel SMS(G5) 6063-T5 Alum. 318" 5/8" .0713' Yes ASSEMBLY TUBE SIDE OF THE AWNING(HEAD&SILL). = or#12,410 SS SMS A36 Steel 3/8" 518• .056• Yes A653 Stud,Gr.33 318" 5/6" .045•,18 Ga.I Yes o n o S.Pine 518" 1' 113/8" I Yes T yy z z it #14,steel SMS(G5) 6063-T5 Alum. 318' 5/8" .0713' Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): 17.67' I 1 1 o U or#14,410 SS SMS A36 Steel 3/8' 518" .05(r Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701$3.1. A653 Stud,Gr.33 3/8" 518• .045,18 Ga. Yes •• 000 • • • • 2.BSk Concrete 1" 4' 1.314• Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C I�THE ANCRORAMt • • • • • I / 1 / 13.25• - 2.85k Concrete 2.1/2" 4- 1.318" Yea SUBSTRATE DESIRED AND DOES NOT REQUIRE THE aCHOR P&E •• • • • • • `��•'• _ D 114' areal Uftrecon Hollow Block 2-1rr 5" 1-1/4" Yes • • • • • • �� - Filed Block 2.112• 4" 1.314" Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN E6QH JAMM.•• •• • • • @LdI 1/4"470 SS 3.35k Concrete 1" 5" 1.3/4• No ' CreleFlex Hollow Bock 2-1l2' S" 1-tlb' No C)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL //► J,/��' 3.5k Concrete 1-1/4' S' 1.314" No 5116'steel Uhracon Hollow Bock 31lB' S" 1-t14" No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES BROW€LJFVATION ON SHEEf.. V Filed Block 2-112" 5" 1 1314' I No E)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL 4ICHCj ON THE FRA4 • • • q'• ____ 4 , NOTES: ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT WEAD&SILL). • • 0 • • • `- ` • '...::: ......:.. .,� 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. • •• • • • • �•r--• 25" 20'+ 20• ail; 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. ••• • ••• • 00* • 48" A.LYNN WIIlEfi,P.E. P.E.a 59705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 5: Design Pressure(Pell h Singe Windows.All Anchor Group. PRODUCT REV1SfiD O 1)5/16"LAMI(1/8 AN-.090"PVB-1/8 AN) esCOiOdy;t�w;d,n7e Flofida Wlaaw Wtan Duild;ng Cock �. uMx23' T22' 27.710• 30314• 32 34• 3r 46' 531!6• eo' 'PVB'=BUTACI7�PVB BY KURARAY AMERICA,INC. AcapwOcfi No 1 �t8 'racial Date lardw 23' .70/-90 +701-90 +701-90 +701.90 +70/-90 +701-90 +701-90 +70/-90 .70/-90 2515/16• .70/-90 +701-90 -701-90 -701-90 +70/-90 -70/-W .70!•90 +701-90 +701.90+70/-90 .701-90 .701-90 +70%90 .701-90 +70/-90 +701-90 +70181.1 +70171.2505/6• +70/•90 +701.90 +701-90 +701-90 .701-90 +70189.2 .7a-77.9SEE SHEETS 1 60, +70/-90 +701-90 +70/88.5 +701-03.7 +701-79.6 .74-74.3 &4FOR WINDOW WINDOW 83' +701-90 ,701-90 .7x82.3 .7aae.4 .ro-7s.6 +701-70.1 HEIGHTANCHOR sr .70%9D +701-63.5 +701.763 +701-73.4 a/-69.4 LOCATIONS+70/-90 .2 +701-77.4 +/- AN+701-90 .e +701-75.z +1-65 �WIN WID �I QUANTITIES. 84• +70/.90 +701-60.4 +701-70.8 O W I,. 0 0/Q co TABLE 6: s Z o Design Pressure(Pal)for Windows Attached to a Ven"I From Assembly Tube Wk.b.WidthSEE SHEETS 1&4 10•MAX. Imo- FRAME FOR WINDOW a mviler 23' 25-15118' 27-718• 308/4' 32' 34• 3r 46' 531/8• 60• I ASSEMBLY ANCHOR () AnchorGrouD Arcror Graq ArohorGmup Anchor Arctnr Arohor Anchor Anchor Anchor Anctw TUBE LOCATIONS AND - J 0 Group Group Group GmuD Grab Gray Group QUANTITIES.SEE W o U7 A B C D A 0 C&D A,C&D B All All Ail All NI AI N WINDOW SHEET 3 FOR ANY d Q h under 23• +7x,90 +701100 +70180 +70180 .701-8D +70180 +701-911 a*7701-90 +701.90 +701-90 +70140 +701-90 +701.911 +7x-90 +74-90 HEIGHT ADDITIONAL Nwrn25151 +70/40 +70/80 +70180 +701-00 .701-90 +701-9D +701-90 701-BD +7abD +701-90 +7x-90 +701-90 +701100 ,701-BD +7(V-90 ANCHORS Wt 3Lj 9' +70189.9.701.70.5 +70180 +700-00 +Td-79.7 +701.90 +7x-90701-90 .70190 +7d9D +7490 +701-90 +7(V-eD .701-0t.t +701-71.2 I ADDITIONAL REQUIRED FOR GDWINDOW I .. °Z 5(" 01/889 +154.3 +7.80 +701-90 H81A .701-90 +701-90 0!88.8 +7480 +70180 +70/90 +70189.2+7.•77.9 WIDTH IIF""FFFF ANCHORTHEFRAMEO60' ./56.5 +I-45.8 +70184.7 +701-90 N51.3 +701-01.2 +701-90 01-73.8+7x88.5«701-03.7.701-78.8+701-701.7 I<).IF REQ. ASSEMBLYTUBE. g g O CQ 0 83' +/-SS.T +f43.8 +70180.7+701-08.5 +149.] +701-77.3 1701-90 +TO/-90 +701-n +70%62.3+701-79.4 01701-75.6+701-70.1 (n Q Y W Z � a T o� Z B m O 4in 42 �¢ TABLE 7: - o "W Design Pressure pl)br Whams Attached to a Halzwtal FmmeAssanWy Tube W sdr7w Width FRAME u12v 23.2515/16' 27.716- 9pJ14' 32' 94' 9r 16' 531/9• WINDOW TUBASSE N m HEIGHT TU • o N Anchor Arctcr Anchor Group GmW Group ArchW GnaQ AncllQ Group ArchW GmuP Anchor Group Arcilar Gmtq Arch Glolp AMIarGmuP T J�On All All All A,CBD1.77014)0 +701-�ao A. B A,CBD B A B C&D A B CBD A 6 CBD A B C D } 10'MAX. LL under 23 .70/-90 .7W-00 +7d-0D +70190 +70/-00 +701-85.9 +701-00 +701-00.8 +74-00 +701-74.3 +70'90 +701-769 ./5D.7 +7d-BD -186 +151.7 .71U-00 +1865 H-45.8 e7d-017 +70190 O xl` Z O 25-15116• +7W-90 +70190 +70190 +70/4D +70190 +70!90 +7171-90 +70/90 +7084 +701-90 .7490 +1-67.6 -7014D +701-00 .158.5 +70140 +70190 H51.11 +70181.2 .70140 +70, =U m a w t 391 +7D/40 +70190 +70190 +70190 .701-90 +7W90 +70A9D +70190 +70/40 +701-90 +7440 +74899+'71/85.1 +701.9D .701-77.6 +/81 +7d8t.t +/88.9 +154 +701-71.2+701-71.2 WMDOW ADDRIO r> OOD+ 5D5/B' +711/90 01701-00 .7490 +70190 +70190 +70190 .701-90 +70/40 +70189.2+7x892+70189.2+701-77.9.701-77.g+701.779 ANCHORWIDTH (4).IF REO. o O Zw1 60 +7W-90 +70/40 +711-00 +7486.5 .701837+701837.7.-79.6+701-79.6 +70/74.3+701-74.3+70/-7401O69' 701-90 + 140 +70823 +70-794+7W-79.4+701756+701-75.6+70/-70.1 +701-70.1 +7.-70.1 6r +70l-90 +70!-00 !70/83.5+701-763 +701-7301+70/-73.4 .189.4 -189.472' *7x-90 +70187.2+7x77.4 +189.9 +155.4 +/854 • • • • • • • ••SEE SHEETS 1&4 FOR WINDOW ANCHOR 76• +701-m .70154.6+70175.2 +/55 01155 • LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS _ 84' +70/-90 .70f-80.4+701-70.6 • REQUIRED FOR THE FRAME ASSEMBLY - • • • • • • • • •TUBE. . ... . . . • • • • • • • • • s • ;�;jl, NOTES: • •• • • • • • • - � � 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. •1• • ••N. • ••• • A-L'NN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. MP. I I, • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE B: FOR GLASS TYPES: PRODUCTREVISED DesignPmsare(p6grorSinglewlrmwa,All 2)7/16'LAMI(3/16"AN-.090"SG-3/16"AN) Zc° plyi "ghtt.Futrida O Builditt4 Gude 14.2s �Js Wind-WIC / IA 'SG'=SENTRYGLAS%Y KURARAY AMERICA,INC. AcccPtance loo J -O E ration Date under 23' 25.15/18' 27-7/0' 30314' 1 37 34' 1 37' 48• 53-1/8' 80' under 23' +W/-130 +901-130 +90/-130 +9&-130 +ea-130 ♦W.130 +901.130 .11tY-130 .90/-130 +911-130 B 2$15/16' +90/-130 .90/-130 +90/-130 .9&-130 +DW.130 +W/-130 +20,-130 +90/.130 +Oa-130 +901-130 Y Mien Dede Prodact 39' +90/-130 -got-130 +90-730 a901-130 +80/.130 +90/-130 +90/-130 +90/-13D +Ba-130 +91Y128.8 50.&8' +801-130 -901-130 +901-130 +90/-130 +901.130 +9&-130 .901-130 +90/-130 SEE SHEETS 1 80' +90/-730 8 4 FOR +90/•130 .90/-130 +9x-790 +W'-130 +..130 +9x-130 WINDOW WINDOW 63' +9x.130 +90/-130 +9x-130 +8(.130 +901430 .901-130 +90/-1298 HEIGHT ANCHOR 67' .90/-130 +90/-130 .90/.130 .90/-130 +Wv-130 .W.13D LOCATIONS m 77 .90/-130 +90/-130 +901-190 .90/-130 +907-130 T AND c 78' .9&-130 +W-790 +WV-130 +9x-130 } �wIND H QUANTITIES. J 84' +9x-130 +90/-130 x90;-130 I WIDTH O W }d TABLE 9: 0 DnIVn Pmsaue(pal)for Wtrdoxa Atteched to a Vertical Fmme Assembly Tule Z L Wwbw Width 10'MAX. FRAME SEE SHEETS 1 8 4 m under 23' 25-75/tE 27-708' 30-34' 37 34' 37' 48' Sbt/B' Ba I ASSEMBLY ANCHOFORWR DOW i rUL TUBE 0 Anchor Grow Anetvr Group Anchor GmW Anchor Ahem Ammr Gmup Anchor Crow Archy Arc4nr Arclnr LOCATIONS AND - O Grow Grow Grow Croup Grow QUANTITIES.SEE W J v f1) A B -C D A B C 8 D A,C A D 8 All All A,C 8 D B A,C e D B ANI All AA WINDOW SHEET 3 FOR ANY a Q under 23' +70/-W =70 40 +70/-W +70/-90 ala-W a7ab0 «7a-W +70/-W +70/-W +7x-W +IaAO +70%80 r7a-W +7x-W ♦7aA0 +7x60 x701-00 HEIGHT ADDRIONAL N W 25-1516• +70/-90 -90 +701-M +70/-90 +%91) +7x60 +701-90 «7o%W +11160 +7x60 +701-90 «7o%W +70/-W +70/-W +7x60 .7x60 .TOI.W ANCHORS 3Y ala-89.9 60 +70/-W +70/-79.T +70/-W +7x60 +70/-W +71)/-W +7x60 +7a6o +70/-W .7o/-W +70/-W +70/-W +7x60 .7x60 .70/-W T� ADDITIONAL REQUIRED FOR DO W u I- WINDOW _ 50-511 +/89.3 -90 +7a-W H-0t.a +7x-80 .7ab0 +7a-90 .70/-89.8 +7(Y-90 .7f1/60 +7x60 .70/-BO +70/-W +70/-W .7x-81) WIDTH ANCHOR THE FRAME 0 D $Z 8a +/-58.5 4.7 .7x60 +161.8 -7x81.2 +70160 +70/-W .m/-75.8 x70/-W +7x-W 0/7x60 +70/-W +70/-W +7x4&4 (4)•IF REQ. ASSEMBLYTUBE. 0 CO O 83' +/-55.7 0.7+70F89.5 H�9.3 ♦70/-T7.3 -7x60 a7x-90 +70/-72 +7(U-90 0/7x-90 +7x-80 +70/-88.5 +70/-W +70/-01.3 $ U Q Y W Z Lr a d ti �� €2 ? 8� a m Q 0/(n V Z m Q TABLE 10: e 'LL1 S Design PWssune(psf br Windows AlmehW I0 a HonzwM FmmeAu mly Tlbe FRAME Win37' WI WINDOW ASSEMBLY =u1 rn O p 25-15016' 27-7/8' 30,/4' 37 35-• 3T' 46' 53.1 HEIGHT TUBE • C N N H A.W Anchor Arena Grow Anil Group ArchorGnwp AnchorGmup Arctlpf Group ArccnrGmw Archy Group Grow GrcuP a " All All A,CBD B A. B A,C6D 8 A B g+740 A B C8D A B C80 A B C D 10'MAX. pJ4� Inds 23' +70/90 +7&40 +70060 .70/80.4 +701-00 .70/-55.9 +70/60 +7x808 +701-00 +70/-74.3 .70/-76.3 +1397 .701-90 +185 ./ZlY .70/-90 +1,8.5 +1-45.6 0/7x•847 «70160 o x� ~ 25.15/16' .70/9(1 0/7x-00 +70/60 .7x60 +70140 +70/40 .70/60 +70160 ♦7x84 «70/-W +1 .6 +70180 +7&40 +/88.5 +7x-00 +ro40 N61.8 +70/47.2 +7x-00 +7b40 = mu 3W +70/40 +7x60 +70/40 +7x-90 +70PW +70/80 .701-90 +70140 +7x60 +70/-90 +70/-90 +71140 +70140 +70160 +7x-00 +7a-90 +701462 .70/81 .70140 +7x-00 ADORION z508/8' +70140 +7090 +70/-00 •7x90 +70140 +70/40 .70/-90 +700-00 +70-01) +70/-90 +70/-90 +7x90 .701-90 WINDOW I ANCHOR o j a o 0-�IWIDTH r` (4).IF REO.W' +70140 +7a60 .70190 +70160 +70160 +71140 +701-90 .7x-00 +70(40 +7x40 no Z Z V 63' «7x-90 +70140 .7x-0(1 +70/40 +70140 +7x-90 .70140 +70/-90 +70/90 r7a40 +701-90 g 67• +7x60 +701.90 +70140 +70/90 +7a4)0 +70/60 +7x90 +7x60 +701-01) SEE SHEETS 1 8 4 FOR WINDOW ANCHOR 77 +70/40 +70140 +r&40 +70x40 +7x-00 .7x-90 +7x90 • • •*LOCATIONS AND QUANTITIES.SEE SHEET 76" +71140 +7x-00 +7x90 +70(40 +7&40 3 FOR ANY ADDITIONAL ANCHORS , 84' +70/60 +70/90 +7x90 • REQUIRED FOR THE FRAME ASSEMBLY • • • • • • • • *TUBE. - jt�• - NOTES: • •• • • • • • • �/: _- " 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS ••• • ••• • ••• • A.9YNNMl4LER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.A 687D5 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 11: PRODUCT REVISED Design Pressm(psQ br Single Windows.All Anchor Grotps 7/8"LAMI.IG(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"A A.mIckng io8 w�ih the Fhxida attitding Code y0yrdpw.Width "PVB'=BUTACIT VB Atttptxnce No /�p' �,� under 23' 25-15116' 27-718• 30-X4' 37 w 37• Mr 118' 80' raC Dntc under 2T +70/-90 +70/-90 +701-90 +70/.90 +70/-90 +701-90 +701-90 .701-90 701.90 +701-90 ni� BY 2 B' +Ta-90 +701.90 +701.90 M.90 +701-90 +70/-90 +70/-90 +701-90 + - +70/-90 39• *70/-90 .70/-W +ra-90 +70/-90 +701-91) +101-10 +701-80 ala-91) +701-03.2 +701-73.1 Mia.•n' Prndac(' 50-5/e^ +70/-90 +701-90 + 1.90 +701-w +701-90 +701-90 +701-w .70140 SEE SHEETS t 60" +70/-90 ala-90 +701.90 +701-08.8 +701-65.8 +701-01.7 +701-762 8 4 FOR WINDOW WINDOW 63' .701.90 0179/-so +701-90 +701.64.4 .701-01.5 .701-77.5 a701-71.9 HEIGHT ANCHOR 57" +701-90 +70/.90 .70185.5 +701-78.3 +701-75.3 +701-71.2 LOCATIONS q m 7Y +706 W .70189.5 +701.79.4 +701-71.1 +1-671 T AND 78' Tor-90 .701--. +101-17.2 +1-66.9 T [_WINDOW-_] QUANTITIES. 54" +70/-90 ala-82.5 +701-72.7 WIDTH O W �> z°> mQ TABLE 12: ❑ Design PXessm IPeO for Windows Attached to a VatlW Frame Asaem*Tube Z T Wind-Wdtn 10'MAX. Imo- FRAME FOR SEE SHEETS 1 8 4 LI under 23' 25-1511T 27-718' 30-X4' 32 31' Sr 46' 51V8' 60 I ASSEMBLY ANCHORDOW a J _LJ ANCHOR LL Anchor Group Amncr Graig Anchor Gmup AA4Mr Anchor AMlgf Anchor Anchor AncMr Anchor TUBE (n O LOCATIONS AND Grail GmLP Group GroW C P Grout GmP QUANTITIES.SEE w J t 1- A B C D A B C A D j+7 B AN All All An All :AJI All WINDOW SHEET 3 FOR ANY Q H under 23' +701-80 +70/80 .701-90 •701-90 +701-90 +70/-9D +70/.90 701-0: +701-90 +70'.60 +701-00 +701-90 +70/-90 «7x-90 +70/-90 HEIGHT ADDITIONAL N 11 25-15X15' +70180 +701-90 +701-90 +701-90 +70130 +70/-90 .70/-90 70/-00 +70/-90 +70/.90 +70/30 +70690 ala-BO +7480 017--90 ANCHORS W (n 39" 77059.9+701-70.5 +70/30 +701-90 +701-79.7 +701-00 .ra-go 70130 ora-90 .70130 +701-00 .70/-90 +701-90 .701-032+7a-73.1 I WINDOW ADDITIONAL REQUIRED FOR OD v 50.5/8' .4-00.3 +/-54.3 +701-90 +70/-911 +1-01.4 +701-9g +71Y-BO 0/.69.6 +70/-90 +70180 +70180 +70/-90 017--00 ll ANCHOR THE FRAME O Of 80' H58.5 +/-45.8 .701-M.7 +701-80 N-51.8 «701-01.2 +7(80 01-75.6+701-BB.B+ra85.8 0170/-01.7 ala-762 WIDTH (4),IF REQ. ASSEMBLY TUBE. = O Z 63" +1.65.7 +/�3.6 +701-60.7+ra29.5 +/�9.3 +701.77.3 a1d-90 70/-72 -7--04.0 017(-01.5+7(-77.5+701-71.9 g O � ❑ LLI Z O Z o _? 0 z 8� _ ON ¢ LLI TABLE 13' ' ° - Owign Pressure Ono W Windows Attached to a Horizontal Frame Assanay Al r0/: ❑ ~Q B Ir WIQh FRAME oder 23-12 27-7/8' 30.114' 3T 34' 37' 46' 51.18' WINDOW ASSEMBLY 2N Andtux Arc ha AncMr HEIGHT TUBE • o N N N AMINO Gmv AMrlor G=P AMhWGMP AmhO Gmup Archil GLOW AMncr GmLP An WGoup Group _P Group AM AO All A.CaO B A,CBD B A.CBD B A B C80 A B CaD A B CaD A B C 0 10'BUX. x rode 23" +711-90 +70/-90 e7(90 +70/90 +701-69.4 +701-90 .70/ffi9 +701-00 +7480.8 +70/-09 .70/-74.3 +70/30 +701-75-3 V-wT +701-90 ./46 .441.7 +7x-00 .438.5 +1-45.8 +70'-04.7 .70/-00 25-15/76' .701-90 +701-00 +700/410 .70/80 •70/40 +701-90 •70190 +7x-90 +70/40 +70184 +70/-90 +7(80 +1.67.6 +70140 +7(-90 +148.5 +749U +700-90 .451.6 +70141.2 +70/80 +701-00 =t j m w - a 39' +701-90 +70/90 +7490 .70/90 +7(90 +70190 +7x90 .70/90 +70190 +7(90 +701-90 +7490 +74-09.g+74-08.1 +7(90 +70/-77.8 .161 +7(4]2 .448.9 .4b4 +74-73.1 .701-73.1 ANCHDDITt.0 O s 504/6^ +701-90 .70190 .7x90 +70/90 •701-00 +714-W +70/-BO +71490 .7-90 .7(90 .701-9) •7x90 +7f4-80 +70140 .7-311 WINDOW ANCHOR WIDTH Fes- (4).IF REQ �^ tyk 60 +701-9D +70190 +70090 +7448.8+701.5.8+70/-058+714-05.8+701-01..7+7l(Ya2-717..75++7ra01--7761..2+70/-76.2+70/-76..2 ZwU 0+7 0/.719+01-71963• +0/-gD .70/90 701 +7x84.4+0/ .4+70141.501 +01a 0/ 9 1 670 +701-90 .70/40 +7x25.6.70/-783 (x +70/75.3+70/-71.2.74-71.2 . 72' +70190 +701-99.5+701-79.4+74-71.1 .701-77.1 +/67.1 +1671 • • • • • • • •• SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET X 76' +701-91) +70/26.6+7111-772 +l66.6 .166.6 3 FOR ANY ADDITIONAL ANCHORS 84^ +70/-W I+701-82.5+7a-72.7 REQUIRED FOR THE FRAME ASSEMBLY • • • • • • • • • TUBE. - Nine NOTES: • •• • • • • • • 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • ••• • ••• • •'A.LYNN f4LL6R.P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PEM 58705 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 14: PRODUCE'REVISED 0-1g.P-(pepNor Single V*,d.-,All Anct-Groups 4)7/8"LAMI.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1/6"AN) ascouptyioswidtthe FWri A Bath"Code W ndow W cIth 'PVB BUTACITE PVB BY KURARAY AMERICA,INC. Acxptaaaa lb'0714. ($ under 23' 25-15118' 27-72' 30314' 32' 34" 3r 46" S&VW BP Enpt7atlo"tMe under 23" •701-W +70/-00 +70/-00 +701-00 +701-00 +70/40 +70180 +70/-00 «70/-00 0/70/-00 BY 25-16116' +70/80 +70140 +701-00 +70/40 +70/80 +701.0 +70/80 +70140 +70180 +70/40 MraPt' ede Product Cam 39' +701-90 +70180 +70/-00 +70/-00 +70/80 +701-00 +70/-00 +70/-00 +7a80 +7x-01.2 50452" +70/-00 +701-00 +7440 +70/-00 +70180 +70180 +70/80 +70/-09.6 & SHEETSI &I FOR 80/ +70/-00 •70/80 •70/40 +7x40 +7x80 +7440 +70'44.8 WINDOW 83' +7x-00 .70/80 +701-00 +70/40 +70f.00 +701-08.1 ala-79.9 HEIGHT WINDOW ANCHOR m or +70/-00 •70140 +70140 +70/-07 +70f43.8 +70/-79.1 LOCATIONS 72' +70140 +7x40 +70'48.2 +70/-79 +70/-74.6 I AND 78' +70140 +70/40 +70'-05.6 +70/-74 QUANTITIES. 84" .70/80 +70/40 ,7040.E W n TABLE 15: 0 a Design Pressure(pen lbr Wirdom ABeched to a Vertical Frage Assembly Tube 10'MAX. FRAME Z I ASSEMBLYWindI•�� m -7/8' Wlrah i TUBE �l e- under 23' 25-15'16' 27-72' 30.04' 3r 34' 3T 48' S3-t2' 80' JJJ---- J r � AnchorGroup Anchor Group Anchor Group Anchor Anchor Anchor Anchor Anchor Anchor WINDOW _ O Anchor Grasp Group Group Group Group Group (roup HEIGHT J i DO A B C D A B VC&D &C&D 8 D a AN All AE AN A,C 8 D B All Ae W e=der 23• +70/-0 +70180 +70/-0 +70/-00 «70/-0 +70/.0 -90 .70180 +701-9D 0170-90 0/70/40 +71Y-90 .7x40 +7fY40 +7x- ADDITK)NALw25-75/10 +70/-0 +701-90 +70/-0 .7W-W .701-0 +7w-90 1-90 +7x-90 +701.0 +7x-90 .70/40 +70/-0 +70/-00 +7d-90 r7a-0 0/70/40 WINDOW ANCHOR 6�39• .7089.9 +70470.5 +70/-0 +70140 +701-79.7 +70/-0 0/-0 +70180 .701-0 a7w0 •70/-0 +71V-0 +70/40 •70/-0 +7x-0 +70141.2 WOTIi (4),IF REO. W 0 50518• •189.3 .1-54.3 +70/.0 +70140 .1-07.4 +7040 480 +70-09.8 +711/-BO ala-0 +74-90 +70/-0 .70/-08.8 +70'41.4 Z 60" +/585 +/-45.9 +70/-801.7 +70/40 +/-51.8 +70/41.20/-0 +70/-75.6 +70/-0 +70/-BO .70/40 +ro44.6 SEE SHEETS 1 8 4 FOR WINDOW O (QQ03' +/-55.7 ./138 +70/-00.7 +7489.5 +119.3 +70/-77.301-0 +70/-72 +70/-90 ala-0 0170%88.1 +70/-79.9 ANCHOR LOCATIONS AND QUANTITIES. S o (n SEE SHEET 3 FOR ANY ADDITIONAL Y W Z ANCHORS REQUIRED FOR THE FRAME (n ILL O ASSEMBLY TUBE, 3 0- IT P- Z Z _ r O oU) \Q TABLE 16: 2 o "Q -Q Design Presam glsntorWlnams AlWhed to a Horizontal Frame ASaerrlaly lube o Wlnaow Wldlh FRAME oder 2Y 2575'16' 27-718• 303146 3r 30/" 37" 46" 63-118• WINDOW ASSEMBLY o Anchor Andra Arctur HEIGHT TUBE ® o ry N Group Group Group AnchorGmuP Archy Group Anchor Group Archer Group Arcr4r Gnitp Arctor LO'np Anc ror Oroup a T Y" nn All A8 AN A,CBD B A.CBD B A. B A B C6D A B C6D A 8 C8D A B CaD 1 10•MAX' O�1 unar 23' 0/70140 «70/-BO +70/-0 +701-0 +74894 +70140 +7&85.9 .70/40 +70/-0.5 +70140 .70/-74.3 .70/-00 .701-76.3 .139.7 +7440 0//46 •151.7 +70180 0-58.5 .115.8 .70/84.7 0 10 W = SU myl Q 25-16/16' +70/40 +70/-0 +701-0 +70/.0 +70-90 .7040 +70140 +70140 +7440 +7x84 +70,40 +70/40 0876 +70/-00 •7d4D 04585 +7x-00 +70140 +151.8 +70/81.2 +70/-90 U- Ci 97 +70/-0 +70/-90 .7D/-0 .701-00 +7D/-0 +7040 .70-00 +704D +7a4D +701-00 +7040 +7440 +70149.9 +70186.1 +7440 0/70/-77.8 +70/-761 +7&-00 0-68.9 +154 ala-01.2 � 010/000 � ADCIT� �>a x O 50518•' +70140 «70/-90 +70/-0 .70140 +70-90 +7040 +70/40 +70/-00 +70/40 +7040 -+70/40 +7&40 +70-86.8 •701814 +70/88.5 WIDTH (4),IF REQ. Z 0 w i 601 ♦7040 +70140 +A/-0 +70/-90 0/70-0 +7040 +7040 .70140 0/70/-00 +70/-04.6 0/7084.6 +70/44.6 0 63" .7040 +70/.0 •70/-90 +70/-9D +70/.0 +701-00 .70140 +7&46.1 +70-06.1 +70/-79,9 .70/-79.9 0/70-79.9 V P fir +701-0 +70-0 +701-0 .70147 +70/81 +7x&36 +7&83.6 +701-79.1 +70/-79.7 S SEE SHEETS 1 8 4 FOR WINDOW ANCHOR -' 7r +70140 +701-90 +70f882 +70-79 +70/-79 +70/-745 +7(Y!! LOCATIONS AND QUANTITIES.SEE SHEET ••.!: - '� 76' +7040 .701-90 +7&85.5 +70174 +70/.74 3 FOR ANY ADDITIONAL ANCHORS 64" +7D/-9D +701-90 +70/40 a REQUIRED FOR THE FRAME ASSEMBLY • • • • • • • • • TUBE. _ • . • .0 as - • NOTES: • •• • • • • • at 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • ••• • ••as • A.LYNN MILLIEll,P.E 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS+ P.E.e 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 17: PRODUCT REVISED Design Presewe(psf)for Single Windows,All Amhor Groupe 5)7/8"LAML IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) w cnmplyl9g with the F1Grida 0 Wlnd..W fth 6)7/8"LAML IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) Six1d4 ` !6-07 14-2 Acccplatloe No 3 under 23' 2i15mir I 27-716" 30-14' 1 32' 34' 37' 48' 53.1/8' e0' ExpimfiDa DMe IS under 23 +901-130 +WA30 +90/-130 xW430 +90/-130 +90/430 .90/-130 .90/-130 +90/-13o .9x•130 "SG'=SENTRYGLAS'513Y KURARAY AMERICA,INC. 25-15.16' +90%130 .90/430 +90/-130 +90/-130 +90/.130 .90/-130 +90/430 +90/.130 +90/-130 +9x•130 39' +901-130 +9x-130 +901-130 +90/-130 +901-130 +90/430 +9x.130 +9x.130 +901-130 ♦9x.130 M1.4 7ede R-Odecl Ce 1! 505/8' +90/-130 +90/-130 +90/-130 +901-130 +aa-130 +90/-130 +90/-130 +90/-130 e0' +9x-730 +90/-130 +9x-130 +90/-130 +90/-130 +9x430 +90/-130 SEE SHEETS 1 83' +90/-130 «90/-130 +90/-130 .901-130 .90/-130 +80/-130 +90/-130 &4 FOR m 87' +90/-130 +90/-130 +90/.130 -90/-130 +90/-130 +90/-130 WINDOW WINDOW 77 +M.130 +=430 +9x•130 .90/-130 +901-130 HEIGHT ANCHOR C 7B' .901-130 .9x-130 .Ba-130 +901-130 LOCATIONS L 84' +9a-130 +90/-130 +90/-130 }T I-WWINDOIDTH� QW AND IQUANTITIES. 0 w >>� i> �Q TABLE 18: Z a Dnlpn Pressure Ipat)for Windows Attached to a Ver0cal Fmme Assembly Tube 66 0 WIr OM Width 10'MAX. FRAME SEE SHEETS 1 8 4 under 23' 25-15M8' 27-7/8" 3x3'4' 3Y 34• 37' 46' 83.7/8' 5-0' ASSEMBLY ANCHORFOR ` , m ANCHOR a C7 ArororGroup AMror Group AMhor Group LL Archon AMror AMror Group AMhar Groep Anchor Anchor Arclnr TUBE LOCATIONS AND .i N Group Group Group Group Group QUANTITIES.SEE W J m A B C D A B C&D A,C&D 8 All All A.C&D B A,C&D B AN AN AN WINDOW SHEET 3 FOR ANY d Q WI23' «7x-90 +70/40 +70'-90 .7x$0 .70140 +7x-00 +701.90 . +70/.90 +70'-90 *70/.90 +70/-90 +70/-90 .70/-90 .7x•90 .70/-00 +701$0 +701-90 HEIOHi ADDITIONAL N w 267SiC +70/-9D +7x$0 +7x$0 +7d$o .7x40 +ra4o .70/-90 �701-90 ra4D +70/.90 .ra-so .70/-so +70/-9D .701-90 .70/-9D +70/-90 .70/-eo +70/-90 .7x-90 ANCHORS+70/-89.9+70/-70.5 +7480 +70/-90 .70/-79.7 +701$0 +ra80 7x$0 +ra-9D +70/-90 .70/-90 +70/-90 +70/-90 *74-90 +7x-90 .ra-90 +701-90 +7x-80 ADDITIONAL REQUIRED FOR ;0 LlJWINDOW -Z 505/8' +/59.3 +/-54.3 +7d-90 +7x-80 +l-01.1 .7x80 +7x-90 70/-9070$9.6 +70/-90 .701-90 +70/-90 +70/.90 +70(.90 +ra-90 +7x-80 ANCHOR THE FRAME QWIDTH60' +/38.5 ./A5.8 .7x$4.7 +70/80 ♦!51.6 +70/-01.2 +70/-90 7a40 +70/.75.8 +7x-90 +70/-90 +70/-90 .70/-90 +ra-90 +7x-05.4 (4),IFREO" ASSEMBLYNBE. $ $O U) O x li3' +/-55.7 .143.6 .7x-80.7 a7a$9.5 .1-49.3 +70/-77.3 +ra-9D +7x80 .70/-72 +7x-90 .ra-9D +70/-90 +7x-08.5 +7430 +70/-01.3 Q Y W z U) c 0 Z o _n o ..� z a� ma co o € �LU TABLE 19: p o ' Q ` DmVr Press Ve(ps01or WImbws Attached to a Horo.ontal Frame AN=Dy Tube "1 Wkaaw WIQh FRAME v�r23"2675116' 27-7r@' 3D-0/4' 3Y 3B' 37' 46' 53.1/8^ 60' WINDOW ASSEMBLY 1 AMMr Archo, AMhDr HEIGHT TUBE ® oN m^ Group C11o1p (;roup Armor Grolq Anchd Gmup AnchorGawp ArcnorGroup AlN:nar Gnap Arc hqr Gmup ArcMrGrtap yMc�a a 10'MAX. AI AN All A,C&D B AC&D B A,C&D 8 A B CAD A B C&O A B CAD A B C D under 23" .70/-90 +70180 +70/-00 +70180 +701$9.4 +701-90 .701.85.9 +70/-90 .7a$D.0 .7x40 +70/-74.3 +70080 +70/-763 +/59.7 +70/-OD +186 +151.7 +70/-91 +13&5 +1-45.8 +70/-84.7 +70180 W C, D 25-15/16' +701.90 +70/40 +70,4D +70180 +70(40 +70/-0D +70140 +701-90 +70!80 .7x$4 +701-90 +70180 0-67.6 .7014D +7a-9D .158.6 +7x$0 +7x-90 ./51.8 .7x$1.2 .7x8(1 +7x80 =E m m vi a w 39" .701-90 .70/40 --DD +70/40 +7440 47U/-90 +70140 +701-90 +70!40 +70f-W .70/-90 +7x40 +701-90 +701.0 .701 +70/40 +7x40 +70/-m +ra-86.2 +70/$1 +70140 +7x40 WINDOW ADDITIONAL A r-j Y la 505/8' +701-W +70140 +70140 +70/-90 +70140 +7m4D +70/40 +701-90 +70140 +70140 +7x-90 +70140 +701-9] .701-00 +70/-00 ANCHOR WIDTH (4),IF REO. 60' +7a-90 +70/40 +7x-00 +7x40 +70f40 +70/-90 +70140 .701-00 +7a40 +7040 +7x-90 +701 o U 63' «7x-90 +70140 .7440 +70!40 +70140 .701-00 +70140 +70/-80 +70/40 +71Ym +70140 +7x40 67' +TOr-90 +70140 +70140 +7x40 +70,40 +70140 .70140 .701-W +70140 .... 72 «70/-00 .701.00 +7x40 .7a-00 +7x40 +7D/-90 +70140 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR 76' +701-90 +70/40 +7x40 +7a40 +7a4o LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS h 54 +701.90 +70/40 +70,40 • • • • • • • • • REQUIRED FOR THE FRAME ASSEMBLY I NOTES: • •• • • • • • • '� 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • ••• • ••• • r R:'LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.N 6e705 }i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 20: I Item Dwg.# Description Mat 1 7002 Main Frame Head,Sill&Jamb 6063-TS Alum. ALL DETAILS SHOWN FROM THE INTERIOR 2 7071 Anchor Plate 6063T6 Alum. 3 7003 Sash Top,Bottom&Side Rail 6063-T6 Alum. 4 7008 Frame Comer Key Steel 5 7009 Sash Corner Key Steel AS REQUIRED PER 2 Vinyl Foam TABLE 3,SHEET4 6 7078 Frame Gasket Y 1 7 7072 Sash Comer Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187"x.275" Flex PVC 70 10 7024 Maxim Multi-Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi-Lock Keeper Steel i 13 7013 Tie Bar Guide Nylon D 14 7015 Tie Bar Assembly Steel or SS 16 7029 Maxim Projected Operator Steel 7 17 7030 Operator Gasket VlnylFoam 18 7031 Operator BackinPlate Steel 19 7051 O erator5 acerBlock Nylon 3 21 7034 0 eratorTrack&Slider Steel 22 7023 Projected Hinge,Manuf.by Truth Steel 24 Snubber,Anti-blowout Cli Steel 5 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM 33 1714 Setting Block 5/32"x 7/16"x 1-1/4" EPDM 35 7036 Bead B 6063-76 Alum. 85 36 7042 Bead C 6063-TS Alum. 37 7059 Bead D 606376 Alum. 38 1224 Vinyl Bulb Wst Thick Flex PVC 70 39 1 1225 lVinyl Bulb Wst Thin Flex PVC 70 50 Dow 899 Silicon Backbeddingb 60 7006 Screen Frame 3105.1114 Alum. i 1 61 7040 Screen Corner Key Polypropolene 8 0 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM.PVC 4 INTERIOR 64 320 Casement5creenSpring Stainless Steel 70 134 Add-on Flana 6063-T6 Alum. 71 1 7004 Frame Assy Tube 6063-TB Alum. 72 Maxim Pivot SliderAssembly Steel PRODUCT REVISED 80 #8-32x1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel 86 us�dnowlm the F1orWs B 81 1157 #8 x 1/2"Ph.Pn.SMS Stainless Steel � Code Aocepuuce Tta ISO'O t d �a Stainless Steel • `' • •' •"'4 •'-• • Revised By: Dote: Revision B: k'�'ret"wyt Due 82 #8x 5/8"FI.Ph.SMS • s.'-�• -• .• • 83 #8 x 7/8"F.H.Ph.SMS Stainless Steel •• '• • v • .•• • BY Die�� • .• • • • •'. • - • Revised By: Dote: Revision A: 84 #8 x 1"FI.Ph.TEK Stainless Steel • •s• • • be 85 #8 x 1"Quad Pn SMS Stainless Steel 86 #8 X 1-1/2"Quad Pn SMS Stainless Steel 'A. 6�N ,j. ® Desor,Ptron: Drown By: BOM AND CORNER VIEW J ROSOWSKI 87 #10 x 1/2"Ph.Pn./TEK Stainless Steel • 0-00 r- • { 89 #10 24 x 9/16°Ph.Pn.TYPE F Stainless Steel • •' • i_ • -1079 TECHNOLOGY DRIVE ride: Dote: • • • NOVEAICE. FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12 90 #12 x 1"Ph.Pn.TEK Stainless Steel • • • ' • • • •P.C*Box 1529 •• • ''t��•:'••• NSKOOIS, FL 34274 SerieslModel: $Cole: Seel: Droving No. Rev: 1 A.LYNN MILLER P.E. CERT, OF AUTH. #29296 AW-740 NTS 10 OF 11 MD-AW 740LM B RES 58705 • • • • • • • • • • •• • % •• •• • • • •• •• • 0 0 0 • • • .06r 1 NOM. .434' } SILICONE HOT-MELT BUTYL 2919. � .125" STRUCTURAL STRUCTURAL SILICONE 3/16'NOM. .439' --� .062" 2.701" " POLYISOBUMEN 1/4NOM. FOAM NOM. WITH DESICCANT DESICCANTI1'159"TH 062' 2.139' EXT.GLASS EXT.GLASS 2.784' os3• J O1 FRAME HEAD, 3 SASH TOP, 71 FRAME SILL&JAMB O BOTTOM&SIDE ASSEMBLY TUBE INT.GLASS INT.GLASS #7002,6063-T6 #7003,6063-T6 47004,6063-T6 KODISPACE SUPER 1.351r q —A 00 4SGTPS 101 SPACER@NXTT" I 2203 .{ I .dao" 1.000" 1�.441"J .423' --'1 I } .095' I .093" ALUMINUM FIXED '093' REINFORCEMENT POLYISO- DESICCANT FILL AREA ANCHOR PLATE SCREEN FRAME ADDON FLANGE BUTYLENEVINT-GLASS 5/16'NOM. O #7071,6063-T6 60 97006,6063-T6 70 #134,6063-T6 5/16•NOM. SEAL BUTYL& LICONE SEAL DESICANT ROLL-FORMED FOAM STAINLESS STEEL 706" EXT.GLAS .52 S .050" (�--� .050' EXT.GLASS .865" .865" INT.GLASS � l� BEAD B BEAD C DURASEAL@ 103 XL EDGET"" 35 #7036,6063-T6 36 #7042,6063-T6 ,oz SPACER 0 SPACER .172" Part# Description Material .870" .050" 100 Kommeding 4SG TPS Spacer System T7� [-- .569" 101 Quanex Super Spacer nM with Hot Melt Butyl See this BEAD D 37 102 Quanex Duraseal Spacer Sheet for #7059,6063-T6Materials 103 Cardinal KL Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8970 vi• • Ri .,:�'•.• • • Revised By: Date: Red>;on B: f '•"• • • .1., 1 Revised By: Date: Revision A: ® Description: Dra.n By: EXTRUSIONS&SPACERS J ROSOWSKI • -,• '•'•"• •101 T`CHNOLOGY DRIVE Title: • • .-;;•:,_• .� N•VENICE, FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12 • • -:• "••_' •% Q • • OPA BOX 1529 • ••'E,,` .••s' •�••,• 0 WKCWIS, FL 34274 Series/Model: - Scale: Sheet 0—ing No. Rev: ••• • A.LYNNR'P.E. CERT. OF AUTH. #29296 AW-740 NTS 11 OF 11 M D-AW740LM I BJ. R.EA 58705 I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •