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WS-14-2689Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING FBC 2010 Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '7 D Icy 2 St' City: Miami Shores County: Miami Dade Zip: 5%sa Folio/Parcel#: I I • 3 d d 6 • O is - O 1(0 (7 Is the Building Historically Designated: Yes NO Occupancy Type: Load: I Construction Type: Flood Zone: BFEE: FFFE: OWNER: Name (Fee Simple Titleholder): / 11 f X 1 n6 �A�� Phone#: j NS • �S-/ ZS Address: 102 5T City: _�6-�l ��,��1-PS State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: WC. Phone#: j.kk-nAZ.d 4I� >Nz-43 Address: City: C%- Ttl Zip: `3'531z Qualifier Name: Lkk&q. -tA +LWU- 'S J�J L) Phone#:cl H-)CJZLt4 LS> State Certification or Registration #: C-6C'0(3)p p 1 ®qS-) Certificate of Competency #: DESIGNER:Architect/EEngin�e�er: F)eAL �"N' A. Let ✓ i gryc, Phone#GQi 5 Z1S.(4 o Address: 04t i7c.CJ �56 0'N19— HSV City. A State: Zip:ng2k Value of Work for this Permit: $ 000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New A Repair/Replace ❑ Demolition �\l j•' Z c Description of Work: a 1105:1i (_ e '-Lm C " M l IJIJ 1 t �l3�iS rJ Specify color of color thru tile: Submittal Fee - n Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $. Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Training/Education Fee $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ I C51 r Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 tif-fpprovedwrid a reinspection fee will be charged. AGENT The foregoing instrument was acknowledged before me this day of 20by who is personally known to me or who has produced as identification and who did take an oath. NOTARY P LIC: Sign: A) Print: Seal: APPROVED BY (Revised02/24/2014) /*11� Signature V4 CONTRACTOR The foregoing instrument was acknowledged before me this —I n day of S� e L , 20 ��, by I - NJCLM, , who is personally known to me or who has produced as identification and who did take an oath. Zoning Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 'SER ✓OFFI" PRO."1111PERTY r m„s ry Summary Report Property Information Folio: 11-3101-018-0160 Property Address: 70 NW 102 ST Owner VIRGINIA WILDS DAY Mailing Address 70 NW 102 ST MIAMI SHORES, FL 33150-1230 Primary Zone 0800 SGL FAMILY -1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,519 Sq.Ft Living Area 1,005 Sq.Ft Adjusted Area 1,288 Sq.Ft Lot Size 8,100 Sq.Ft Year Built 1949 Assessment Information Year 2014 2013 2012 Land Value $109,472 $72,981 $58,385 Building Value $87,326 $87,326 $97,566 XF Value $0 $0 $0 Market Value $196,798 $160,307 $155,951 Assessed Value $88,492 $87,185 $85,728 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $108,306 $73,122 $70,223 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NAVARRO SUB PB 12-59 LOT 6&E1/2LOT 7BLK2 OR 14273-3173 0989 4 Generated On: 11/25/2014 Taxable Value Information Previous Sale 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $38,492 $37,185 $35,728 School Board Exemption Value $25,000 $25,0001 $25,000 Taxable Value 1 $63,4921 $62,1851 $60,728 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $38,492 $37,185 $35,728 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $38,492 $37,185 $35,728 Sales Information Previous Sale Price OR Book -Page IQualification Description 09/01/1989 $0 14273-3173 - Qual by exam of deed 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 hftp://www.miamidade.gov/infb/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 11/25/2014 V(apb) 175 1620 RBC forHVIMorF426Sla Risk Ca*my B Te* ISl, pW2 BLDG DEPT I a scatm 26.7 Kd 0.85 Table 26.6.1, pegs 250 Kit I Fgpm26.8.t,pap252 acoi 0.18 AIS 035 pft*aftod 3112 14.0 doom= ft% 14.0.4Wa= 5U, 12yL spedety Enmmft ow-a-te. uw. 1580 8W 30 Amble, BWte 020 r� m B"Mae Beach. CA i 000217 r �. .1 Am Y�ZS O 6 .594 45.4 APPROVED BY DATE ZONING DEPT 4L D 2 BLDG DEPT I SUBJECT TO COMPLIANCE WITH ALLFEDERAL STATE AND COUNTY RULES AND REGULATIONS woTS 1c3.Ji A•�D •Doa 6�.•i My � T � c art ".Itw orb .:• . . • . • . • . .. .. .. .. .. .... . ...... . . • •.• • • 40 • • • • N•�•.di�o® �GElo D 2 tea T OF '� a�®off• <. R.�p?:��`',`o MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 70 NW 102 ST MIAMI SHORES FL 33150 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 DOOR 14-0303.09 +75.0 -85.0 +40.1 -43.4 39 x 813/4 NO NO YES 2 •L 1L 1� .L .(. 32 5/8 x 81 y 3 WINDOW FL161n.1 +70.0 -70.0 1, 1L 36 x 371/4 4 1� 1L 1� .J, .J. 17 3/4 x 371/4 5 FL16736.1 +60.0 -60.0 36 x 491/2 y y 6 FL689o.1 +67.5 -67.5 .L -53.6 7 8 9 10 11 12 13 14 15 16 17 18 . • . 19 •• ••• • • • • •• 20 21 ••• • • • • • 22 • 23 ••• • • • ••• • • 24 • i w i• i i i 0 ••• 0000•• • • ♦ r 0000•• •• • •••♦•• 0000•• .!••!• • • • • ••f9 00!00 0000!• • *ease 0000• • • 0000•• 0000•• 0000•• • • • • •• •• • • • 0000•• 0.00.0 • • • • • 09.00• ! • • • ! • • • 0 of •90• Florida Building Code Online Pagel of 2 y�-Y:yam i .7 r r%.if -Ja r ';;rn[tr' 6CIS Home Log In ' User Regj$p Ion Hot Topk9 . Submit Surcharge StatS & Facts Publications FBC Staff . BCIS Site Map Unks Search Business', , r/"� rj [F 4�`USM,Product Approval Professiu l public User �I �_;l�iE ic';11 r,--�--- -- � Product Auilm l Merv, > gduct or Aoo4icaU, Search > Aocli®tion Ltst > Application. Detail PER= n - rr FL # FL16177 =�:« Kms:: Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Plmne/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 • • • • • • cledy@cws.cc • • • • • • • • • Category Windows 0000•• • •• 0000•• Subcategory • $Ingle Hung • i • • • • 0000 • • • • • • •0000• Compliance Method Evaluation Report from a Florida Registered Architect or a Licepsed 0000• • • 1,0000 Florida Professional Engineer e6:60: : • • • • • 14 Evaluation Report - Hardcopy Receixte?i ' 0 8609:6 •••••• • • Florida Engineer or Architect Name who Lucas A. Turner 0 : • • • • • 00000: developed the Evaluation Report 0 a • • •: Florida License PE -58201 • • • • • • • :900% Quality Assurance Entity Keystone Certifications, Inc. ••i• Quality Assurance Contract Expiration Date 05/17/2016 Validated By Steven M. Urich, PE uP Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL16177 R0 COI EvalRey CWS -812A tS mo0. Impact. 53x63, NoSillAnch). Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E 1300-04 2004 ASTM E1886-05 2005 h4://www.florid"l(hng.org/pr/prapp_dtl-upx?param=wGEVXQwtDgvyf4ngA-NhlOy... 4/18/2013 0.000. 0.0.00 • 0000.. 0000.. 0000.. 0000 0.000. 00000 . 0000 0000. . . 0000.. 0000.. 0000.. . .. .. • ...... .0000.. . . . 0000.. ..000. . .. . .000 . .. .... Florida Building Cade Online ASTM E1996-06 PA TAS 201/20Zf2O3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 Page 2 of 2 2006 1994 of Products FL #1 1140del, Number or Name Description 16177.1 SH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact Resistant window. m of Use InstAllation Instructions Approved for use in HVHZ: Yes i Approved for use outside HVHZ: Yes FL16177 RQ H CWS -812A (SH -8100. Impact 53x63 f . f Impact Resistant: Yes Design Pressure: +70/-70 Other: SH -8100 PVC Impact, Max. FI. size 35, no sill Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports anchors required. Safety glazing required on outer lite above 30 ft. In HVHZ. FL16177 R0 AE DuPont PVB HOA 11-0624 01 gdf FL -161,V RD AE EvalRep CWS -812A (5H-8100 ImDact 53x63 NoSillAnch).Odf 0000 • Product Approval Accepts: FL16177 RG AE Mikmn NOA 11-0830 09 Ddf Created by Indeptendent Third Party: Yes 0000• Contact els :: 190 North Monroe street. Tallahassee EL, 32399 phone: 850-4a7-1824 : • • • : • • • • 000000 The State of Florida Is an AAIEEO employer. ConyrroM 2007-2010 State of Florida.:: Pdvaty �tement :: AcRSSIE �nt e :: R Statement • • Under Florida law, ema4 addresses are public records. If you do not want your e-mail address released m r�V ayj+l�-records �yue j, flo not send electronic mall to this entity. Instead, kraRact the oface by phone or by traditional mail. If have any • • • • • you 4 irlease- contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 45& i4►.sTb29 provide the Dellartment • • with an email address W they have one. The emalis provided may be used for official communication with the licensee. However ema8 addresses* • • • • • • �are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which "&9nade avalla%t$ iipaublit • • To determine Ifyou are a licensee undo Chapter 455, FS., please click �! • • 0000 • Product Approval Accepts: ••••• • • •••••• • • • • 0000•• 0000• •• •• • 0000•• • =t.kttltc,;-*<:;:; •0000• • • a+ • • • • •••••• 0000•• http:/Jwww.floridabuilding.org/pr/pr app dtl.aspx?parse=wGEVXQutDgvyf4ngAXhlOy... 4/18J2013 0000 •i • 0000 • • • • • 0000•• 0000.• • • • 0000•• 0000•• • • 0000• 0000 • 0000• t • 0000.• .6.• 60*0 • • • 0000•• • 6•.•0• • •• 0000•• •• • •• • • • • 0060.• TURNER ENGINEERING & CONSULTING, INC. 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812A January 3, 2013 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 517/8" x 613/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -812A, signed and sealed by Lucas A. Turner, P.E. 2) Test Report NCTL-210-3815-IA, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed. TAS 201/202/203-94, ASTM E 1886-02/04/05,1996-02/04/06/09, and AAMA/WDMA/CSA 101/l.5.2/A440-08 3) Supplemental Calculations to support CWS -812A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -812A. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS -812A ° 0000.. • 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 Temperedvatbeard lite • (Tempered required above 30 ft in HVHZ) — Air — 5116 Laminated (1/$,/i !.090PT& 1/BAnn) inboard lite 0000.. • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 11-0624.01 .. •.. • :""' • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. lel-Oft.09 • 0000.. Certification of Independence: I do not have, nor do I intend to acquire, nor willl acquire, a financial interest in Custom Window Systems or in any company manufacturingvt distributing'. products for which this report is being issued. I do not have, nor do I intend to acquire, nor'VNI acquire, a financial interest in any other entity involved in the testing or approval process of this product. frees LIP 40 e No 5 tt1 -Q a L 1/3/2013 • STATE or- X10 ; .: Lucas A. Turner, P.E. '.� ` '•:•``' 4 0� FL PE #58201 o�Fa® Lucas Turner 2013-01-03 13:41-05:00 0000.. . 0000.. 000000 ..... . . 0000. 0000.. . . 0000.. .0000. 0..019. ..6649. . 9 • 1919 1919 .0000. 1919 . 996000 . • 1919.... ...9.. 1919.. .0000. 1919... . ..64 1919... . . 1919.... .4..66 1919.... . 1919 1919 • 1919.... 1919.... . . . . 1919.... 6 . . . 1919.... . 6 . . 1919.. 9 00 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) OVERALL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....I ANCHOR SCHEDULE & NOTES .......... 2 GLAZING DETAIL.................................3 SECTION VIEWS..................................4 EXTRUSIONS & S.O.M.........................6 INSTALLATION DETAIL ........................ 8,7 81314° I MAX UNIT I 30 3118° t MAX BASH HETOHT 4 83 118° MAX OVERALL FLANGE WIDTH 718" MAX UNIT W 711118° GLASS D ® I II II GLASS 28 7/8° GLASS X al.o 1 / llI!l i — 481118" — GLASS DLO 483W MAX. SASH WIDTH • • 0MAGN PRESSURE PATI • • • • t7(:PCF i i i Lucas Tumer • • • • • • • • • • ZQ1a-04-IQ$13:40-05:00 • • • • Z.: P RIETARY AND COWDEMM • • • • • THEI�IPORF.1ATfONI�JN . fN TM6 DRAYHINO f3711E SOLE • • • • • WIND W S1�TEA�. MANY OOUC750N IN PART OR AS • • • • • WM!W PERMIS•IONW CU31 WINDOW SYSTWS, INC. I! s _ ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X'. -IMPACT. PVS SASHIIMPACT HOOK 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITNE bEStGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 8. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 & 7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. S. SERIES / MODEL DESIGNATION SH -8100. 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH; 0 = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LUCAS A. TURNER, FL. P.E., 88201 I A IRECONFIGVRED 912012 1 10/18/12 -T "WI WINDOWS & DOORS yr No smi 1900 SW 44TH AVE. CALA, FLORIDA 34474_. GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT %13s, STATE OF 1.4tit 113/201 � •i�0n { O fi,' y~�.4~ L: 8100 L_ BAT x 06/18/2012 R4oLrrrrlE 'OM1iA• PVCSINOLEHUNQ ev.LETe�NTS .ILCT. .CWS -81 �. floterty�r61 A 1 OF 7 0.0... 0.0.00 . . • • . . . .0000. .. . 0000.. .00.00 0000.. 0000 0000.. . 00000 . 0000 0000. . . .00.04 0000.. . ...... . . .. • 0 0... 00. • . . . .00000 0 0 . .:000.. .. 0000. . 0000 101!2° MAX O.C. SPACING (TYP.) NOTES: wft- 1. INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL ?-SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE IW FOR MASONRY OR WOOD, AND 118" FOR METAL, USE SHIMS WHERE SPACE GREATER THAN 1110" IS PRESENT. 3. LO 5ULCON SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 3116" DIA ElCMASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4"INTO MASONRY THRU DOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112", IN ANY DIRECTION, SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY W000 BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. 8. #10-18 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MIATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREItJAtv+E B&tdOft8T j&g M&TFOALOA THE FOLLOWING PROPERTIES: A.WOOD - MINIMUM SPECIFIC GRAVITY OF Gm0.55(SOUTHERNPINEORVR �j1t)• • • • • B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 319 P I. i • • • • • • • C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRAM N, 441:04R&T&). • • • 0. ALUMINUM -118" THICK MIN., a06376 MIN. • s • • • • • • • • • • E. STEEL -,080" THICK MIN., 33 KSI MIN, 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS FMAIAAMA 100 (FIN WINDOWS); • • • • • • • • • • • • • • • • FMA/AAMA 200 (FLANGE WIND S}, • • • • • INNUMNSYSTEMS, ARYMO COWDENrvu 13 13 FMA WDMA 280 (BOX WINDOWS), • • �, ncjJ CONTAINS DRAWING 19 THE SOLE PROPERTY OF S TOM 7E It�C� ANUCTION IN PART OR AS A WHOSE WITHOUT THE FMAIAAMAA'VDMA 300 (EXTERIOR DOORS). • • • • • VMF" PERmlft, fbF c• mac. IS PROM. ITED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8° MAX. iT MAX 8" MAX / / T I a 1 4 4-— I 4'• ANCHORS REQUIRED IN SILL ANCHOR LLppyyOLIT - (EQUAL SPLITI kCdffi;@lfitEi nor THRU FRAerE LUCAS A.'TURNER, FL. P.E., 58201 boo 582D7 STATE OF RECONFIGURED 012012 SW 44TH AVE, SEE NOTE 2 s INSTALLATION ANCHORS (TYP) 10/15112 f"'-; ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT 8100 BAT , A 0611 Bl2012 { ft11 PVC SINGLE HUNG IlL -' NTS ' ,3 "rw�a�� A 0600•• 0000•• • • • 0000•• •• • 0000•• • • • • 0000•• • • • • •e.• 0069•• • • 0000• • 0000 •0••. • • •00.00 0.00.0 • • 0000•• • •• •• • • • •.•e6• •0000• • • • • 0000•• • • • e • -71W OVERALL 718" OVERALL -118" ANNEALED OR TEMPERED • • 118" ANNEALED OR TEMPERED -7118° AIRSPACE • • TH[gtFPROPERTY OF IN THIS DRAWING 18 THE SOLE PROPEOF CUSTOM 7116" AIRSPACE -8110* LAMINATED • • WINDOW SWTEW, M. ANY095RODUCTION IN PART OR AS A WHOLE WTHOUT THE • 511&' LAMINATED -10"ANNEALED WE" ANNEALED -.080" DUPONT PVS INTERLAYER ABO" DUPONT PVS INTERLAYER -118" ANNEALED 118" ANNEALED } SIKAFLEX 552 OR PURFECT GLAZE'H" 4 BIKAFLEX 882 OR PURFECT GLAZE "H" ,>. T� 18 t 112" GASB BITE 112" flLA88 BITE FIXED LITE (EQUAL SPLIT) SASH LITE LUCAS A. TURNER, PL. P.E., 68201 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • PAOME7ARYANDC0*lD8NTIAL 1131'1013 • • • • TH[gtFPROPERTY OF IN THIS DRAWING 18 THE SOLE PROPEOF CUSTOM :0: • • • WINDOW SWTEW, M. ANY095RODUCTION IN PART OR AS A WHOLE WTHOUT THE • • • • • WRWW PERMVOf jOF CUSTO 1 WNDOW SYSTEM9, NO. IS PROMSTED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .000•. 0. 0 00. . . • • .. . .. • • • . • •000 •..•.• . • •...•• • • • so • • •..••.• • • • • 00006 • • • • :0009: • • • SECTION A A (EQUAL SPLIT) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SECTION B -B NOTE: LEFT SIDE SHOWS FIXED UTE CUTAWAY, ' RIGHT SIDE SHOWS SASH CUTAWAY NOTES: ITEMS 20, 25, 28, 36, 37, 44, 61, 62, 66, 66, 64, 87, 88 ARE USED BUT NOT SHOWN FOR CLARITY. LUCAS A. TURNF-R, FL. P.E., 69201 • • • • • PAW111I TARYAND CORRDENT14L 1132013 • • • • • THE•NFO.RMATION •ONTAM" IN THIS ORA{MNO 19 THE SOLE PROPERTY OF CUSTOM • •• • • WNWW SWII•S,INC. ANY •EPRODUCTION IN PART OR AS A WHOLE WITHOUT THE • •• •• iTW WIONIPF OLV6L1Y 95OW SYSTEMS, INC. IS PROHISITED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SECTION B -B NOTE: LEFT SIDE SHOWS FIXED UTE CUTAWAY, ' RIGHT SIDE SHOWS SASH CUTAWAY NOTES: ITEMS 20, 25, 28, 36, 37, 44, 61, 62, 66, 66, 64, 87, 88 ARE USED BUT NOT SHOWN FOR CLARITY. LUCAS A. TURNF-R, FL. P.E., 69201 •9•• • • • 0000•• • • • • 0000•• •••••• • 6 • •• •a • 0000•• • • 0000•• •!•f • 00000 s • 69•ai• 0000 • ♦ • • 0000•• 0000•• • • • • 0000•• • •• 0000•• • • • 6690•6 0000•• 2 PVC FRAME FLANGE -6031 314° 16116^ 1118" }KEINE., S.B.R.-1886 ALUM 8083 -TB 23198" 1 16!16" 1170° e Ilia, 1 5!8° 1 Sla" 1 PVC BASH MTG, RAIL -8027 PVC SASH STM. RAIL -8028 1 *112r' ° ALUM. FIXED RAIL -1838 ALUM 6083-T8 v96" 1118" 713 'lis, ST 1 ll PVC BASH STOP -8026 4" 13 1 SIDE PVC SASH SIDE RAIL -8004 3 1118" REINF. S.B,RJS.S.R. -1498 ALUM 8063-T8 may. 112" 6110" � 16198° 1 118" 1118° 1J18" ►�-9118° PVC SCREEN SUPPORT -6014 PVC SCREEN CATCH -6013 PVC FIXED RAIL OOVER-8063 6 �+ 114" 3116" p azo° 7M' 9 18 1 1118" PVC OLAZING BD -0064 ng IR (Po. al �EA anWHIR Ftame, Hodz FrAma, VerL F me omer ey C16th, teas DIa., BRL II� _1r Dueness! � `�" Aflme#aI Alum I Altmetal Alum I+ 1 5116" Alimeta Mu". B•g•'+Ats• Ff4PACT1T7537iPUII Depend i I i i • 9118° LUCAS A. TURNER, FL. PAL, 38201 Tab188 ngt�T tis • • Eli. S•aen • • • • • • • • ! �+UU�. ♦``i °"'rbF A' ' `-p'00 ° t", S� °• p . 3upportfor PVC 1as6c • • • • • 1!181111" �`, .�ch' �v a • No 5132111 y'P 1ntl Rall Keymark Alum REINFORCEMENT, IMPACT HOOK -1112 FbOd Rag Mgoon Mny1 ALUM 8063-T8 Z'4 . it 2 cement, Impact Hook Kaymerk ISO ••• 000 13 STATE OF " kr4 Pan Head, TEK Fastens 57 I • • p werARrANCConFIeeNTWI 1!312013 TKEINFY I TIS DRAWN0 IMS SOLE PRDPI�M FC OM i•�QM%.k �:•'�as� tI•'?IF,lot O21'T USED ON THIS P ODUCT' •, • • • 1g1SA Wp PHRMI a�M r MWPID�fJ 9raPTeN$ SC. IS OChIa TEQ. 4i��,,;i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9 L 1118" REINF. SASH MTG. RAIL -1497 ALUM 60837$ WELD 7 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTER FRAME RECONF*URED 912012 1 10118/12 - IVINDOWS Fi DOORS 1900 SW 44TH AVE. ALA, FLORIDA 34474 EXTRUSIONS 1B.O.M. - LARGE MISSILE IMPACT 8100 FRAIJUMBAT 08/1812012 NAN3FL:.PVC SINGLE HUNGr"'NTS ' ruvrs��o A SCREW SUPPORT - 3113 RECONF*URED 912012 1 10118/12 - IVINDOWS Fi DOORS 1900 SW 44TH AVE. ALA, FLORIDA 34474 EXTRUSIONS 1B.O.M. - LARGE MISSILE IMPACT 8100 FRAIJUMBAT 08/1812012 NAN3FL:.PVC SINGLE HUNGr"'NTS ' ruvrs��o A INTERIOR FINISH 3,13'_ MIN, EMBEDMENT 9 3!8" MIN. FMSEDMENT INTERIOR FINISH BY OTHERS ICI [pj INTERIOR FINISH SEALANT BETWEEN BY OTHERS AND OPENING OTHERS BY OTHERS CONCRETElMASONRY P;{''t . 114' MAX SHIM 114° MAX SHIM BYO7HER8 •,r.• •r•a• � [BI S•;ti;t INSTALLATION ANOHOR, 3118' DIA. 4 • e p ° A ° AixMASONRY SCREW wPNASHER t Z& MIN. EDGE DIST. (MIN EDGE DIST.)—� THRU SCREW SUPPORT 4 " ` TE/MASONRY " a• a i+p a A A 1� 1 .'1'd,. 9 i/d° ICj • 4 d Q p° p° RS a • • a • a go-, ' •••FF°' (MIN EMBEDMENT) [C] . • p •y. e.4.4e py.° R FINISH--+ RS -;. 1 BY BUCK 2 •4 •4 . ' A ° , INSTALLATION ANCHOR, BY OTHERS (MIN EDGE DIST.) q e p • 990 WOOD ANCHOR vdINTEGRATED WASHER 'ER SEALANT [A1 ..4444, p ° p °T RU SCREW SUPPORT LLER 114" MAX SHIM • ° 'BEHIND FLANGE [Bj % NDOW FRAME 91♦i •4. $ 2 BY WOOD BUCK ,LLER 1BYWOOD BUCK gFALANTOEHfNDFI.ANGE SEALANT BEHIND Fl.APIGE [A]BY OTHERS BY OTHERS BY INSTALLER V9 EXTERIOR F)NSH BYINSTALLER 7 SEALANT BETWEEN WINDOW FRAME BUCK AND OPENING HEAD BY OTHERS PERIMETER SEALANT PERIMETER SEALANT BY OTHERS INSTALLATION ANCHOR 311W DIA. BY INSTALLER BY INSTALLER MASONRY SCREW wNVASHER (D HORIZONTAL SECTION EXTERIOR FINISH I'TCHjRU SCREW SUPPORT FRAME (MASONRY)1 BY OTHERS HORIZONTAL SECTION FRAME (WOOD) WINDOW FRAME CONTINUOUS DOUBLE 3116" BEADS OF TREMGLAZE U1800 SEALANT SILL -OR EQUfVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BY INSTALLER WINDOW FRAME ' V4' MAX SHIM SILL PERIMETER SEALANT IBl BY INSTALLER _ REFERENCE NOTES,, EXTERIOR FINISHe e • e e • y D • --� (Aj SEE NOTE 9, BHT 1 BY OTHERS • D • ty D D • a • o [81 SEE NOTE 2&3, BHT 2 CONTINUOUS DOUBLET161 BEADS OF D 6 e • ICj SEE NOTE 4, BHT 2 • e o D D [D] SEE NOTE S BHT 2 SEALANT BEHIND FLANGE TREMOLAZE U1600 SEALANT AROUND ► D • ► s • o D D ' eD D • ► ` ► D, o' o D• D D ' BY INSTALLER PERIMETER AT ALL INDICATED POINTS •D .D p • D D D D D• BETWEEN FRAME AND BUCK BY INSTALLER. DI b° $' e D • g DeD, o PERIMETER a ► SEALANT D. 6 D • BY INSTALLER MAX. SHIM •D► ° D• s D DDe Ae D . 6 D • 4 e D ► D �11' EXTERIOR FINISH ._ By OTHERS •-,tl.. . lYB oTF1ERS Lucas am nNER, FL P.E., sezol A FtECONFIGUREd 912012 10/18112 •°• "81 •• '"a• n 0JL •• pltt i�fi.107`PNi. A. . • .a � 81 • LTERNATE PRECAST SILL DETAIL •°.a+ •USES0LJtVWCbD• ARAME °..As •,'•?A•, +pA• a•• ••p ,��,`;�r1;•t�ft'Pp�Aj pp ,, • (MASONRY)( �'r Aaa•A.••aAaa • • •a .•pp •A,, •,, a. '. •• • • SOPPORT44FRAKE• a`p ♦M ♦sr+�F,G4�a1 j�♦•, •• bNL�S0TQiF _DO- AA, ♦Aa°�" • a a=A,ea • Aa • RVEtSYlIDTHEREP . p °`.a • •�SIRL 1N4U�U� ORS No 5801•I 1900SW44THAVE. •-a yP`L °.••A: ,o ;p• aa :•pA ••• • • •• : o :A p C 9F� 214 ± CALA, FLORIDA 34474 CONCRETE1MA80NRY BY OTHERS H JSTRUCTURAL Ott S - STATS OF MISSILE CT HIGH STRENGTH • • • • • • • • • • • • • • • • 1i�, 3 AND OEE �0,�'.,tiL p r �i4*" ��IFS y Ei( �'• �r n 8100 $AT JA 0011812012 JY VERTICAL SECTIO►1• • • • THBJNFOR&9ATfONSONTARJ® TM DRA'WNO 19 THPOWNETARY SOii PROPERTY OFCUSTOM GROUT BY OTHERS O�� ........ C*et♦` �''ySi�NA�Y�iet°♦♦ Q l: all F+LC.' PVC SINGLE HUNG . Jr .: CWS•89. FRAME(hMSONR • • • • ±�TEVS� CI1]iT@MO�PIfU=0NINPARTORNASA OWVWw • •• •• .�,LEr-[EN7S A L 80F7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 60.. .. . .... . 6666.. 6666.. . . . . ...... f.6.f. . .. .. . . 6666.. 600600 . 6 .9600 0000 . 06000 • . ...000 6666 f.. f 6666 6666.. 600.06 .% ...... .. . .. .. . 0060.. . 0 PERIME I BR SEALANT— BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER WINDOW HEAD WINDOW SILL SEALANT BEHIND FLANGE BY INSTALLER P] MAX SHIM ANCHOR, PERIMETER BE BYINSTALLER SEALANT BEHIND ..�..,.� BY INSTALLER CONTINUOUS DOUBLE 3/18^ BEADS OF TREMGLAZE U1600 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER 118` MAX SHIM •• ••• • • • • • •• • •• • • • • ••• • VERTICAOSEC713N • • • • • • • • • • • • p pmETARyAN000MDEmI, 1/312013 • • • • • TH tFORAMTIOM�ANTAtN IN TH19 DR44MN018 THE SOLE PROPERTY OF CUSTOM • • • • • wusow 516'tElR9. INC. AN O=I ICN IN PART OR AS A WHOLE WITHOUT THE • • • • • WPZVN PERMI•SIOMOF CL1STeM WINDOW SYSTE11S. INC. 18 PROHIBRED. • •• •• • • • •• •• ••• • • • ••• • • HORIZONTAL SECTION LUCAS A. TURNER, FL. P.E.. 68201 1 A 1 RECONFIGURED 912012 W 88249 IVA . 1400 SW 44TH AVE, * g at CALA, FLORIDA 34474 ITlj.SPATE OF yALL6MgN DILL Q P .o fi 8100 PVC SINGLE HUNG REFERENCE NOTES: [A] SEE NOTE 9, BHT 1 rSEE NOTE 293, SHT 2 C] BEE NOTE 8, SHT 2 P] SEE NOTE 9, BHT 2 10/18112 NITS ;.- .Y7 2 Floxida Building Code Online Application Type Revision Code Version 2010 Applicdtlon Status Approved Comments Ocala, FL 34474 Archived (� Product Manufacturer Custom Window Systems Inc. Address/PhoneiEmail 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext,207 Category mlafevre@cAmcc Authorized Signature Technical Representative Address/Phone/Email Michael LaFevre mlafevre@cws.cc Brian Tenace 1.900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cq Page 1 of 2 As w Quality Assurance Representative JeffThompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 221 jthompson@cws.cc Category Windows • • • .Subcategory Casement • • • • i • • • 060.6• • 06 Compliance Method • Evaluation Report from a Florida RegisterecloPrah"dt or a Licensm Florida Professional Engineer 0000 ® Evaluation Report - Hardcopy Received • • :900:9 • • 6006 • Florida Engineer or Architect Name who develdped the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lucas A. Turner •••••• • • • • 0000•• •• •• • PE -58201 • • • • • • Keysbine Certifications, Inc. • • 07/21/2020 • • Steven M. Wich, PE • • • ® Validation Checklist - Hardcopy Received 0000•• • •0• • •6• • PL6890 R4 COI EvalReo CWS -1618 (CA -MO. IMPACf)odf Standard AAMA/ W DMA/CSA/ 101/I. S.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 h :l/www.floridabu'1 ' ttp >: ding.orgtpr/pr app dtl.aspx?Param.—wGEVXQwkDqu.4Bg7NfwG9n... 6/11/2414 0000•• • • • 0000•• 0000• • 0000• 0000•• • • • 0000•• 0000•• 0000.. 0000.. . 0000 0000.. • . . 0000.. . . . . 0000.. ...... .0.. . .. 0000 Florida Building. Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Surnmary of Products FL Method 1 Option D 12/12/2011 12/13/2011 12/20/2031 01/31/2412 Page 2 of 2 ay Miodel, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of use Apprdved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact taesistattC Yes Design Pressure; +67.5/-67.5 Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max. size 37' x 72". Installation Instructions EL6896 R4 II CWS -1616 fCA-8400 IMPAt"nDdf Verm6d By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FM90 R4 AE Dupont PVB NOA 11-064 FL6890 R4 AE EvelReD CWS -16113 {�A-8400, IMPACTI,odf FL6890 R4 AE Mikron NOA 11-08 09 �f Created byIndependentThird Party; Yes 6890.2 8400 Vinyl. Casement Impact Window CA -8400 Vinyl Flg/Fin Casement. Limbs of Use Approved for use in HVHZ: Yes APProved for use outside HVHZe Yes Impact Resistant: Yes Design Pressure: +75/-75 Other. Large Missile, 40' x 63", DP 75 psf, (Impact .w/ heat. strengthened glass, PVB). Installation Instructions FL6890 R4 II CM -240A (CA -8400 40 x 63 IMPACT► Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports �L6890 R4 AE DuPont PVB NOA 11-0624 Q1 odf FL6890 R4 AE EvalReD CWS 240A M-8400, 40 x 63 IMPACT}.ndf EL6890 R4 AE Mikron Nig 11 0830 09 Created by Independent Third Party: Yes 1940 North Monroe Shnod, Tallahassee ELt4rone: 950187-1824 • • •0.000 The State of Florwa Is an AAJEEO employer. P'oovriaht 2007-2013 State of Flor•Ida.:: privacy SahmWA :: Amessibility ��... •o-�. ^ - •. 00 0 •• Under Florida law, emat address ate public records. If you do not want your e-mail address. released in response to a pubbc-records request dcWot#enrr • electron mail to this entity. instead, contact tare oRlce by phone or by traditional mall. If you have arty questicM please col *Sffl W.1395: *%ursua" Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must p ovida the DepmUriltR with an email address It OW have one. The emam provided may be used for oMal.commuNcatfmr with .t he teansee. ttouvever snail addresses are Aftdl �ldl If you do not whh to suPPIY a Personal address, please Ptw4de the DeparbT an[ with an small address which ®d be trade available to icor public. To dei - ff you are a licensee under Chapter 455, F.S., please dick rare . • • • • • 0000•• Pr•dtn:t Approval A:oaepta: 0000 • 0000•• • • • • 0000•• •• •• • u`s6dEikl�: a4i$i5{'� , Cr 0000•• • • • • • • 0000•• • •• • 0000 • ' 0000 httpJ/www-floridabOding-org/pr/pr app dtl.aspx?param=wGEVXQwtDqu4Bg7N&iG9n... 6/11/2014 0000•• • • • 0000•• ••0••• •.... • • 0000• •0000• • •• 0000•• 0000•• • ...000 0000.. 00000. • 0000.. 00000. 0000 • 0000. . • 000. 0 . 0000 . 0000. 0000.. 0000.. 0000.. . .. .. • • 0000.. 0 0.000.• 0000.. O..9 .9009. 0000 Lucas A. Turner, P.E., MEBA Evaluation Report 161B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 7, 2011 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 3T' x 72" unit size with HS laminated glass, or 3T' x 63" unit size with annealed laminated glass Manufacturer-' Custom Window Systems, Inc. 1900 SW 4e Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida. Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -16111, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Reports NCTL-210-3673-1, I&, -2, -2A, and NCTL-210-3674-1, -IA, 2, -2A, from National. Certified Testing Laboratories, orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -161B, signed and sealed by Lucas A. Turner, P.E. on 1217111. Installation: Units must be installed according to approval document CWS -161B. Limitations of Use: This product. O May be used in X configuration in sizes up to 36" x 72" unit size, with 118" (HS or Temp.) outboard, =air-1/8HS-090PVB-1/8HS laminated inboard glass O May be used in X configuration in sizes up to 36" x 63" unit size, with 1/8" (Ann. or Temp.) outboard, -air l/8Ann-090PVB-I/8Ann laminated inboard glass o Requires outer lite in I.G. to be fully tempered, when used in HVHZ above 30 ft of grade • ® Requires max. glass daylight sizes as shown in CWS -16111 ' • • • • • • • • • .. Achieves design pressures of +/-67.5 psf • • :0. • • •••••• • •• is -large missile impact resistant and does not require the use of shutters • 0000.. . •••••• ® May be used in the High Velocity Hurricane Zone 0000 :•••• Requires Dupont PVB Interlayer per Miami Dade N O.A. #11-0624.01 '00000 •••' • • • • • 0000. ® Requires Miilron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830!0.0 :... 0 0: 0 0' .. .. 0000.. Certification of Independence: I do not have, nor do I intend to acquire, nor will I ac:IM,0 $ financial ' interest in Custom Window Systems or in any company manufacturing or distributing $roductl for Wjvgh 0060:0 this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a finoau�aial interest in any other entity involved in the testing or approval process of this product. •••• R tid No snal ;-P g 12/7/11 Lucas A. Turner, P.E. STATE .4u FL PE #58201 Lucas A Tune; P.E. 2011-12-07 15:10-05:00 ' '�6 °9��m'� 733 14' OVERA FLANGI HE GH1 CASEMENT ELEVATION .(LARGE MISSILE IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 38 v4- . MAX OVERALL FLANGE WIDTH 37, UNIT WIDTH~ 36° --y fdA7LSASHWIDTH E � A 7 e e GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE IDESIGN PRESSURE IUTIN-Gl GLASS DLO RIGHT HINGED, SHOWN LEFT HINGED - bP"ITE a 8 F 7 I f I 207.6 I' � / I I ' ' I I � • • 2° MIT (EIGHT ••• • I I I I ` •• 70° MAX • • •• TABLE OF CONTENTS ` \SASH Lucas A. Tumor, P.E. 2011-12.0710:20-05:00 GENERAL NOTES & ELEVATIONS ......... -- ........ 1 E � A 7 e e GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE IDESIGN PRESSURE IUTIN-Gl GLASS DLO RIGHT HINGED, SHOWN LEFT HINGED - bP"ITE ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ,%:7- 12(07/11 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 3. CONFIGURATIONS: ALL WINDOWS ARE'OPEN TO OUTSIDE LEFT OR RIGHT. 4, DESIGN PRESSURE RATINGS. ,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST. PRESSURES AND GLASS TABLES ASTM &1300 6. ANCHORAGE'. THE 33113°! STRESS'INCREASE HAS NOT BEEN USED W THE DESIGN OF TH)S*PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTORC4-1.8 WAS USED FOR WOOD ANCHOR -CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED, S. REFERENCE TEST REPORTS: NCTL410.3073.1, 1A, 2,2A, NCTL-210-3674.1,1 A. 2,2A S. SERI.ESRNODEL DESIGNATION CA -8400. 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY OF.THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X - OPERABLE SASH No SS2d1 1300 SW 44TH AVE 3 OCALA, FLORIDA 34474 STATE OF .+ W $ I7LH. GENERAL NOTES &`ELEVATtON3 - 4. • _ a_.r,.1� 4 8400.VVN A CASEMENT NTS CW5161 rFe ; B 1.OF 7 1 207.6 • •• • • • • ••• • •• ••• •• • • • •• TABLE OF CONTENTS Lucas A. Tumor, P.E. 2011-12.0710:20-05:00 GENERAL NOTES & ELEVATIONS ......... -- ........ 1 ANCHOR SCHEDULE & NOTES. -........................2 • 000 • • • 000 ••• 000 GLAZING DETAILS .......... »...... _ ................. ..........3 SECTION VIEW & ALT. FRAME. ........ ................... 4 EXTRL 31ONS & B.O.M.....,.»..» • • • • • • • • • • • • • • • • •'WROM • • FRppB o adan CCN TAN•0 na THis'O! ............................6 INSTALLATION DETAILS,..»»........»......».."."....8.7 • • 0 • MY FdPF4=C >lg�u' INC. F MWfbM WM ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ,%:7- 12(07/11 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 3. CONFIGURATIONS: ALL WINDOWS ARE'OPEN TO OUTSIDE LEFT OR RIGHT. 4, DESIGN PRESSURE RATINGS. ,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST. PRESSURES AND GLASS TABLES ASTM &1300 6. ANCHORAGE'. THE 33113°! STRESS'INCREASE HAS NOT BEEN USED W THE DESIGN OF TH)S*PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTORC4-1.8 WAS USED FOR WOOD ANCHOR -CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED, S. REFERENCE TEST REPORTS: NCTL410.3073.1, 1A, 2,2A, NCTL-210-3674.1,1 A. 2,2A S. SERI.ESRNODEL DESIGNATION CA -8400. 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY OF.THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X - OPERABLE SASH No SS2d1 1300 SW 44TH AVE 3 OCALA, FLORIDA 34474 STATE OF .+ W $ I7LH. GENERAL NOTES &`ELEVATtON3 - 4. • _ a_.r,.1� 4 8400.VVN A CASEMENT NTS CW5161 rFe ; B 1.OF 7 ••9..• 0.•000 • • • � • •• •• • 0000•• 0000•• • • • � 0000•• •• 0 • 0090 :9000: 0000•• • 0000• • • 000 •• 0• 0000•♦ 000000 0 • •• • 0a•0a•0 • 9 • ••9•.• • • 0.• •.9• a• a 1 A -" ANCHORF MAYO mUTaeoore+©N1 1Rjw�m�ca0neens ops E NOTES, FORINHI'8 Up T037' z 7T R WOM UP TO 97' x BT 1. INSTALL ONE ANCHOR AT EAOH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. *N _ER FIN) ANCHORLAYOUT-tFINI (UCQOD aPEMNG7 THRU NAILzx3 PI ¢OD O , ) FORUWT$ UPTO87°x 72° FOR UNIfB UP TO Srx SY 2. SHIM AS REO D AT EACH INSTM.LATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. a 3. LOAD BEARING SHIMS SHALL SE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4.3/18" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EWE DISTANCE OF 1"SHALL BE ACHIEVED IN EITHER DIRECTION. 5. 810 WOOD SCREW ANCHOR MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318° INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 1718" SHALL. BE ACHIEVED IN EITHER DIRECTION. 8. #B WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114° SHALL BE ACHIEVED IN,EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS (MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PEi2 2010 FBC 12/6120' DISSIMILAR METALS OR MATERI kl.S IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION • • tt,�'n� LUCAS A. T NER, FL P.E. 58201 A UPDATE'TO'FBC; CHANGES 03/17/20 8: INSTALLATION ANCHORS S L BE IN ACCORDANCE WITH ANUC& Br�M� T ON INSTRUCTIONS, AND ANCHORS SHALL j1ssilHlydld NOT BE USED IN SUBSTRATES + ITH STRENGTHS LESS *IAN THE MWIMLW�T N9TTI PgCI D BELOW. • 04 • • • • • •aa WITH THE FOLLOWING PROPERTIES: �►" 'yra'� 9. INSTALLATION ANCHOR CRP CI11ES FOR. PRODUCTS IVBMN I�gE�ASEWON ®UBSTF T4MAT �, ;1YIDJIJ4IYS & QOOR4 A WOOD- MINIMUM SPECIF�i GRAVITY OF L 0:55 (SOU'T'HERNr& OF?@REA1lER) • • • • Na yS201 qe7>�� 1900 SW 44TH AVE, S. CONCRETE • MINLMUM CO(b1PRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH G NFORMANCE TO ASTM C-90, GRADE N, TYPE 1(ORGREATER� : #.? * S « OCAL A FLORIDA. 34474 ,5.0' Fe TITLE z.� . { ANCHOR'SCHEDUL.E & NOTES -LARGE MISSILE -IMPAC 10. SEALING AND FLASHING STRATEGIES FOR O WA RESISTAIIOrt • • • 000 s•• + ' STATE OF �' OF INSTALLATION SHALL BE DONE BY OTHERS FOLL G Tqp CURREN} • • • v D S F y 640a ADE $16/2Q( • • _ pRapweTaRrwo aaKraarnw 12!{17111 sf a�°• 4 -'fey . FMA/ VERSION A% 00 FIN W� DOW81, MA/AAMA ZOOLFLANGE VNDC&R DOOFtS� • • Rw • fE oFcus MW AlNED I�Nsv pPARTre pR= �,f� A rya �* CASEMENT �R NTS ear: 2 OF 71 FMAANDMA 260(SOX WINDO $ F MAd4AMA/U/OMA 300 ••• • • • • ••• • • • •••1 t • • • • • • 000 0 • • • •• •• 9 • 0.9000 • • • •• • 09*90• 99990• ••999• • • • •9994• • • •999 0000• • • • 4999• • • 49999• 0000•• • • •9.94• • •• •• • •9••4• 944969 • • • • • •9449• • • • 9.99.9 99.4 • •• 71W OVERALL 118" ANNEALED GLASS 7118' AIRSPACE 3116` LAM)NATED GLASS 118° ANNEALED GLASS .880 DUPONT PVS INTERLAYER 1B' ANNEALED GLASS PURFECT GLAZE'H' SMFLEX662 GLASS SITE D :E ED GLASS D M INTERLAYER D 3LAZE'H' 552 7B' OVERALL 1l8' HEAT STRENGTHENED 7/18° AIRSPACE 6116° LAMINATED GLASS 118° HEATSTRENGTHENED .080 DUPONTPVS INTERLAYER IW HEAT STRENGTHENED PURFECT GLAZE 9-11 SIKAFLEX 652 GLASS TYPE C FULL SIZE 1l2" S GLASS z5� 12/07/11 718° OVERALL 118° TEMPERED GLASS 7110' AIR SPADE EMS' LAMINATED GLASS 116° HEATSTRENGTHENED •ODD DUPONT PVS"INTERLAYER UB° HEATSTRENOTHENED PURFECT GLAZE 'H" SIKAFLEX 652 GLASS TYPE D FULL. SIZE IV. 513201 %`A � 1900 SW 44TH AVE. OCALA, FLORIDA 34474 * ZZ ITLE: GLAZING - LARGE MISSILE IMPACT STATS OF l tu. w< 0 1 �9 P Q,r' r`` L, CAS ` AD TRIO tlti-��d�� -CASEMENT 1:1 X11///IIITtt4O� B OEM 3OF7 '. • �•' • '.: • •INEM '.: W. MAX COLAS$ D.P. TYPE ..: J $3 P37,x72 +(.67.5 A -B +/-67.51 FQ ' • • • • NMIL • • • • • . .T ORP ATI CCNTAtMD M THIS tRAWINO IDS 7 SOLE • •• .. .. INC. ANY REPRO =10N N PART OR AS/ • • . . WR OF CUSTOM WINDOW SYSTEMS. 0!C 18 • • • • • • • • • • • 1l2" S GLASS z5� 12/07/11 718° OVERALL 118° TEMPERED GLASS 7110' AIR SPADE EMS' LAMINATED GLASS 116° HEATSTRENGTHENED •ODD DUPONT PVS"INTERLAYER UB° HEATSTRENOTHENED PURFECT GLAZE 'H" SIKAFLEX 652 GLASS TYPE D FULL. SIZE IV. 513201 %`A � 1900 SW 44TH AVE. OCALA, FLORIDA 34474 * ZZ ITLE: GLAZING - LARGE MISSILE IMPACT STATS OF l tu. w< 0 1 �9 P Q,r' r`` L, CAS ` AD TRIO tlti-��d�� -CASEMENT 1:1 X11///IIITtt4O� B OEM 3OF7 ••• • • • ••• 0 • 18 1 1 1 47 �% -'" INTERIQR i 18 I_ 81 1 4 gEXTEIRI 1 3 0 1 4 99CTION VIEW 8.3 /� cl 13 1 7 2 SECTION VIEW" ALT FIN FRAME SECTION VIEW A -A B 1UPDATED PER 2010 FBC 12/5/2011 • • • • • • • • ! UCAS A, TuR FL P.E. 96201 A UPDATE TO F8C CHANGES 03/17/2005 • • • • ••• •i • • • • • • • • • OTIg ••• ��1�ra�aahrapr ' �•i • • i i i•� re 14,18,17,19;20,25,27,32,34,37,35 y s �g�cfi�+'7y wnvnowg a n0ORS • • • • • • • • • • 2,44,46,60 ARE USED BUT'NO aid a N4 58201 1900 SW 44TH AVE. HOWN FOR CLARITY. ,. q� * F = * C OCALA, FLORIDA 34474 • ••• •• • ••• - ••• e F nrL SECTION VIEWS & ALT. FRAME - LARGE MISSLE IMPAC �� STATE OF •0+a • • • ••• • • • • ••• • • • SDRAWINOIen4BSSOLEPROPERTYO�CUSTOM gtd ; ti. P .��: 8400 ADE r fib"©�I�+'�'��'� a . T.ALL! 5/6/2007 G, o.: • • : • : • • •TX W RMA COMMNE INCA R A our'ra� CASEMENT � fipf'�S'ryph! , �� R: CWS -161 ; : OUST W SVSPTHYRT f9 PRDaa�SrrEu. B 4 OF 7 ••• • • • ••• 0 • . 0 0000.. 0000.. .. ..�... 0000.. 0000.. • � .0006. 0 6600 .....: .660. 0000 0000. . 0000. 0000.. 0000.. . .. .. • 0 ...... • 0000.. 0000.. . 00.00. 0000 . .. . Item0 Park 11! Description Vendor Matorlal 1 H•80305 FR, CA MASJ F AD AGO= PJC 2 FL80308 FR, f AB&, MAN 8LL AMON PUC 3 FF•80388 FR., CABS. AM84 JB., MGG . mmm PVC 4 144=9 FR, CASFr, MAIN, JB., LEFT mmm PVC 5 MGM FR, QkSC W/ FIN MK RON PUC 8 14.8008 BASH, CASE, TOPRAL MXRON PVC 7 144808 SASH, CASE. 807. RAL N00ROI4 PVC 8 H•8005 BASHSSE SEERAL,HNGS C 8 MGM SASH, LOCK IVVIRON T•NC 10 14.1592 Bt2iEBJ L, Sm661M KEYMARK ALU IVI 91 14.1593 SCREENRAL,700SIDE KEYMAFB( ALUM 12 GLASS SEESHM73 13 P-3028 ISET. 8LK.J 85 MR, 118° X 778' X Y LQ FRANK LOWE RUBBER 14 83828 ISC IMN L -OUT SUmmrr 18 83113 SCi&WSLIPPDRTFORPVC 76AMF1ASTOS RUBBER 18 83195 8MMSPRiNG,NOHOLETENSION 17 83197 aCumcbRaRw MEM NYLON 1B R3217 wSTP, LEAP SEAL FRAME AIVEBBURY RUBBER 18 83228 $CREBdBF'UNE,1860I0.,81.K DAPA 20 P1m1 BPAC K WVMAL, BEESHEr3 OURASEAL TF ml 21 P3342 SEAM 'LEKS*5504 SCHNEE SMJOONE 22 P-3479 MIR, 270 X.187 BACK ULTRA FN, MACK SASH LB.TAAFAB 23 FiAg6,T E'W , "FLS( 682 KMa@L, BKA 24 R353S #e X 314' D PH T9(, ZNC, SCREW 26 83581 SCIMNCLOTH. 1e x is FISSM ASS PHFER 28 83567 #8 X 1•PH FH TBC 2, 88, SOREUV FAST,EBU. as 27 P� L',.(L00013 Cm FOLIOS) 28 PM5 0,48480 COLD 0971: LABS., NFRO TAB 29 83752 CAPPLU M 112" HOLE MSM NYLON 30 R3591 T9uP0AA(RY LBL *7E7D9 31 P3B40 wwas RI88, PVC 32 P4003 TIEBAR ROTO.FmWE. ROTO as 33 84004 #832 X 1PH FH, M9, I ROTO HDV& LO0Q FA87ENAL as 34 F4005 SUPPORT. M TE,LOCK$%ROT0RMOME (UbewlP4008 ROTO B8 38 F4C@8 LOOK, TI -POW ,, FU)TOFBAWE, Wh9TE RDTO 88 38 ROTO. TORB(FORLFPr/RGWOFENCA ROTO S8 97 TRNCK&$LMASSMROTOOPHL,RDTOHWVE, 1 ROTO SS 38 0TUDRiM.,ROT0012ER LH.,ROTO10411 ROTO as 39 MR4014 SM ROTU OPERATOR ROTOK WE. 4.8—) ROTO NYLON 40 HANDLE, , ROTO OPER, ROTO WWH MHM ROTO ZINC 41 HNMR3 FOR LET OR RIGHTOPMC:ASBMENI) ROTO a8 42 SUPPORrWAVHE,R01VOPKFtDTOMMIS8ROTO 88 43 F-4021#&=x3f4,CaMFHWI/iirLeadm%$%FtDTOOP.FtDMHDNE FAM84NL a8 44 P4024 GASKIT, ROTOOM1t RO10 WM,1116' NOP 48 84031.84040 TZBARS, TO F07WB 1.0 LOCKPOKM 88 (1n' CA FIGT.) R(TTO SS 0 F4050 R9NF. COL-ALUWOAJy 5052.1432 (.050 X.43 [•m PRECISION STEEL ALUM 47 84043 BTROCF., ° TP034T' • NI&B► • iF1iLON 48 84149 #8 x 314° FLAT TEC, 86 • • • • F L BS 49 FM481 Rte.-ALUMNUAn,6V32+82(.O82X. HD eALUM 60 PAS41 >i$ x 518' PH FLATT7rX, #7 HEAD, 8a • • e • • L • 51 SAWS IREW. CASE SASH KEYMARK ALUM 52 9•W84 leaHim, 778° WGION AVC • • • • i • • • � oRArAn cwvTVvn • eISPERMIQB�'1�O ••• • • • • ••• • • ••• • • • ••• • • 3 PVC FLANGE H - 6030B 2 11/32' 2114° 8 7 8 8 PVC SASH, CASE. H-6008 17P32" SCREEN RAIL, SIDEISTM, H-1592 ALUMINUM 6063-T6 1 LJ `` SCREW SUPPORT - P-3113 4 r U PVC FR CASE., MAIN (FIN) H -6830A ;Z - ROM MRARVANOOMPIOMMTUAL 12/07/11 :D N THIS ORAWINOIe THE BOLE PROPERrY OP CUSTOM 'REPROW/CTION IN PARr em ASA WHOLE WRHOUrTI-M MTOM W WOOW UYBTEMS. NO. i9 PRO}08MM �7N8' 4Mfl° COIL, :05 X.437, P-4050 ALUMINUM 5052-H32 21/32• 1M5' 8 COIL,' .062 X.656, P-4491 ALUMINUM 5052-H32 FRAME CORNER Ct�NSTRIlCTIAN t CORNER WELD (RLL SIDES) 17/32" SCREEN RAIL, TOPISIDE, H-1593 ALUMINUM 6053-T6 71ST ?1.2.' 2. PVC GLAZING BEAD - 6064 1900 SW 44TH AVE. OCALA, FLORIDA 34474 2 WELD (ALLSIDES) 3/4" % d 11118° SASH REI NF. S-1505 ALUMINUM 6063-T6 r rt6: EXTRUSIONS & B.O.M. - LARGE MISSLE IMPACT 8400 ADE 5/5/2007 u CASEMENT 1.2 °c CW8-961 B ' OF 7 • •••••• •••••• Soo: 1 BYWOOD BUCK INSTALLATION ANCHOR B11Y OTHERS [A1 30 MIN. EMBEDMENT pI 3flWDIA. MASONRY SCREW. IW MAX SHIM 1/4° MAX SHIM Wl WASHER THRU SCREW • A a [B] (B) SUPPORT [C) e • 2 BY WOOD BUCK C NEMASONRY ' p • BY OTHERS [A] A mms • • , • zw MIN. EDGE DIST. 2-]!2° MIN. EDGE DIST. SEALANT BETWEEN BUCK r 10) [G] AND OPENING BY OTHERS • • INSTALLATION ANCHOR, 4 p • 010 WOOD SCREW Wl e-�. .r• WASHERTHRUSOREW ? ]/Z MIN. EDGE DIST, 4 0 e SUPPORT [D) 101 114" MIN. EMBEDMENT• a . e ae , LCI 4.• q SEALANT BETWEEN BUCK a+, a ••e- • e p i • e s 4 • ► ' AND OPENING BY OTHERS a. �. e.. :bo•:gZ� e 1 BY WOOD BUCK rrr° ,'•'.(y;o t EXTERIORFINISH�7 SEALANT BEHIND of CONCRETeMASONRY SYOTHER$ t ` _�A,y4-• SY OTHERS (Aj 101 114" MIN. EMBEDMENT P� SSEALANT SS T FLANGE BY INSTALLER BY OTHERS PERIMETER SEALANT PERIMETER LLE:t AKP BY'INSTAIEER EXTERIOR FINISH BYINSTALLER 114° MAXSHIM EXTERIOR FINISH HORIZONTAL SECTION BY OTHERS [� B HORIZONTAL SECTION BY OTHERS t C� 6. FRAME(MASONRY) ` )FRAME(WOOD) SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR, OTE' J 3MV DIA MASONRY SCREW INSTALLATION ANC ,9118° DIA IMO.AR FOR 2BY INSTALLATION. WI WASHER THRUI SCREW HHppRR ILL INSTALLATION SAME AS SUPPORT ICI MASONRY SCREW w1NEOPRENE [[OWN BELOW BACKED WASHER THRU SCREW SUPPORT [Cl SEALANT BEHI ND SEALANT UNDER SCREW FLANGE BY INSTALLER HEAD BY INSTALLER INSTALLATION ANCHOR, 3MS• CIA. PERIMETER SEALANT 1/4' MAX SHIM MASONRY SCREW w/NEOPRENE BYINSTALLER [a) BACKED WASHER THRU SCREW SUPPORT IC] EXTERIOR FINISH BY OTHERS b f . o•D o. a SEALANT REW SEALANT BEHIND HEAD BYINSTEALLER Po D f. D • sf D,A •�efo DpADor o$D e DD. ` f bD , oDD•' eg MIN. EMBENMENTFLANEBY f 101INSTAHIGH STRENGTH STRUCTURAL ' REFERENCE NOTES: PRR GROUT BY OTHERSR SEALANT 1/4° MAX SHIM D D o D D D . NSEENOTE SEE NOTE 1O. SHT 1 BY INSTALLER [81 r q • f D D SEE NOTE 2&3, 9HT2 EXTERIOR FINISH CONSEM�� [ 1r� MIN. EDGE DIST. SEENOTE 4,SHT2 ICI 899 B, SHT 2 BY OTHERS �• a SILL STOOL BY OTHERS [E) SEE NOTE 6, SHT 2 r?. ••: +1c. a� �,,,^, BY OTHERS e + •. a / USE SOLS) WOOD SUPPORT u 1ALTERPIATE PRECAST BILL DETAIL • a: • q, p . e • • e ' e • .�° o %fi a •� TO MAKE BILL LEVEL 8 FRAME (MASONRY) B JUPDATED PER 2010 F13C 12l612011 e e • :p •p •• y P b : p ? a +•, a . e e is '� • • Bl OTHERS LUCAS A. TURNER, FL P.E. 68201 A UPDATE TO FSC CHANGES 03/17/2005 +e •ae •• ♦•+• •b+ O••k •.� O• Oa • • • • • • • • •111\111111jjj1ij • o. • '• • o : iaea s. :• • . • •]��IN.�MB�D1�N7• • ,`inst�, P!S�R�4y 1"�Oi+u • • • I • i [ • • i • • • • • • • • a-'�yC .0f ''y�.� lG Pl r•k w,» yvwnOlas & xtoOas MNCREfFJMASONRY [.-2112° MIN. EDGE DIST. • • • w t My SB201 `t ', 1800 SW 44TH AVE. 3Y OTHERS [C] •y� * 3 q OCALA, FLORIDA 34474 A.�'PFISALLATION ANCHOR THRU FRAME DETAIL - LARGE MISSILE IMPAM A VERTICAL SECTION • • • • • i • • • • • • • • • ,,, STATE OP �' C c FRAME {MA$oNRY) • • • • • • 11✓07/11 4�.ct . ti` P �yWst 8400 DRAWN SY' ADE 6/5/2007 • • • • • • r 1raRoaM+an coNro,NeuOPN"TH 9 oruiNo,9THe9ot s e+coFeRTv or eD9ron1 �e�' f :Q;dwMORMU ' • • • vi •S �1 t CASEMENT NTS "CWS 161 i • • u�TE BPEFta+ll•aioN F CUSTOM WMDow° eywr Aom.fIN Ric.Bis WHOLE r.raoriovrTNE `ryiliQNAtg1�+e°� � B SOFT ••• • • • ••• • • ...... .. . ...... as so • ...•.. ...... , . • .. .. r �— }---110 MIN EMBEDMENT , SHEATHING BY OTHERS IN SEAFIN1 as BYIINWi STALLERS 1_':Oja [El "'•;"°"' 0.,oe y 2BYWOODBLM ••• • • d° BY OTHERS BY OTHERS [A) 2 BY WOOD ON EDGE DIST PERIMETER SEALANT '� LIVE WINDOW WRAP BY OTHERS [A]CK. BY INSTALLER ETER SEALANT BY INSTALLER BY INSTALLER • 114° MIN EDGE DIST • WINDOW WRAP " " s 1/2 MIN EDGE DIST INSTALLATION ANCHOR, 88 WOOD $CREW vd- 1!4° MAXSHIM BY INSTALLER PERIMETER SEALANT • • • WASHER.�IB1 •• BY INSTALLER • 1!4° MAX 9HBA ' 000 • sa q1 2 BY WOOD BUCK [el BY OTHERS [A) MIN EMBEDMENT SEALANT BEHIND FIN----' —INSTALLATIONANCHOR, I= BY INSTALLER[.•�� Ei`' f F HORIZONTAL SECTION \_7,/RN (WOOD) ••• • y EXTERIORFINIBH ••• • • BY OTHERS WINDOW WRAP BY INSTALLER 1/4' MAXSHIM 1111 LIVE WINDOW WRAP SEALANT BEHIND FINJ BY INSTALLER ETER SEALANT BY INSTALLER BY INSTALLER • 114° MIN EDGE DIST • • • • • • • • ••• •• PERIMETER SEALANT • • • •• •• BY INSTALLER • 0 0 000 • sa q1 2 BY WOOD BUCK BY OTHERS [A) SEALANT BEHIND FIN----' —INSTALLATIONANCHOR, BY INSTALLER[.•�� OT.EiN • • t NER • W U1CA3 AJURNER: FL P.E. 68201 EXTERIOR FINISH • • • c • [E1 • • • • • • • • • • • • • • • i µlm7r {111 trrl{ 11iE6 err BY OTHERS• • • • • • • ••• • 1712" N9 EhiBEVE • • �� PIy> e, 7 2 t(re'+r;�,ir�' • • • :: �t•4Q.y�CS SHEATHING Ov! NO 562,01 BYOTHERS E aRMCALSECTION '•° " 7 FIN {WOOD) •: • •. • •. • • • • • • V-1 • ••• • • . .' : • • •TNMWORWTT PROPPoETARYANO CORFIO!>9YfNL 12!07!11-.�Ati ORFPRODIICTiONIN. THE SOLE ��1�� • •• •• C.NTNC. ANY INPART RAS A WHOLE N'RHOUT19 hE r A�t�,,°�°'.•'�q'a • • P OP CUSTOM WAtlOOW SYSTEMS, INC. is PROHIBITED. ��ti/litltti+ ••• • • • • ••• • • • • • • • • • • • • • ••• •• •• • • • •• •• • 0 0 000 • 0 REPFRENCL NOTES: SEE NOTE 101SHT 1 SEE NOTE 283, SHT 2' SEENOTE 4,3172 SEENOTS 6,8172. SEE NOTE 8, SHT 2 ••••6. 6666•. • • Y • 0 • • • • • • 6666•• • • • 0 6666•• 6666•• 0 f 9666 •• 6666•• Y Y •0.6• • 6666 • • • • 666690 6666•• 6.900• • •• •• 0 •900•• •0.00• • 6 • 6 • • •6.06• • 6666 • •• • Florida Building Code Online �� .i ,,.��" � v i os t. • : t r. e k 1 a :; 2 � Ste. YC+ �)-f;:l-:'*milmer`., BmHw @ ? Login 1 Userpmfshatlon HotTcpf s 3Usines AppProfessi .. al USM ProduobicUsw al Page 1 of -2 Prtuiuct AooraYat MM > EMIUCtor Aonikcatlon Seem a Annilcation List > AppikaUm Detail R-16736 Application Type Cal Ledy • Code Version Application Status UApproved Comments (352) 368-6922 Archived [3 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Subcategory Ocala, FL 34474 (352) 366-6922 ekoss@cws.cc Authorized Signature Michael LaFevre m{afevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cvj%.cc Quality Assurance Representative Cal Ledy • Address/Phorte/Email 1900 SW 44th Ave. PE -58201 Ocala, FL 34474 Keystone Certifications, Inc.• (352) 368-6922 cledy@cws.cc 03/01/2020 a*** * Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received *sees* Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lucas A. Turner Steven M. Urich, PE 00 0 • • • ® Validation Checklist - Hardcopy Recdvari • 0 • • 0 • • •0966• 0000•• 0000•• • B-16736 -110 I V lRep CWS -871- % 63, 1 if Standard 6 • • • 0 ♦� • A/E 3 A1C A(101/I.S.2/A440-08 •0-iX*8 ASTM ASTM E1886-0,5 2005 ASTM F1996-06 2006 PA%TAS 201/202/203 1994 httpJM,ww.floridabuilding.orglprlpr app dtl.aspx"pa.ram=wGEVXQvvtDqu8obl%2ffZm6... 91.1.9/2014 0000•• • • • 0000•• 0000•• 0000• 0000• 0000•• • • • 0000•• 0000•• • 0000•• • PE -58201 000000 Keystone Certifications, Inc.• • • • 0 0 03/01/2020 a*** * Steven M. Urich, PE 00 0 • • • ® Validation Checklist - Hardcopy Recdvari • 0 • • 0 • • •0966• 0000•• 0000•• • B-16736 -110 I V lRep CWS -871- % 63, 1 if Standard 6 • • • 0 ♦� • A/E 3 A1C A(101/I.S.2/A440-08 •0-iX*8 ASTM ASTM E1886-0,5 2005 ASTM F1996-06 2006 PA%TAS 201/202/203 1994 httpJM,ww.floridabuilding.orglprlpr app dtl.aspx"pa.ram=wGEVXQvvtDqu8obl%2ffZm6... 91.1.9/2014 0000•• • • • 0000•• 0000•• 0000• 0000• 0000•• • • • 0000•• 0000•• • 0.000. . 0 .. .. 0000.. 0000.. . 0 0000 0000.. 0000. . 0000 0000. . . 0000.. 0000.. .0 0000.. . ..00 .. . .0.00. 000000 . 0 . . 0000.. 0000.. Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products F! Method 1 Option D 12/19/2013 02/25/2014 02/24/2014 02/26/2014 Page 2 of 2 #. Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74'x 63", XO or • • • 0000•• OX. Limits of Use Installation Instructions Approved for use ip HVHZ: Yes FL1RO II CWS -871A (HS -8200. 74 x'63. 6736 Approved for use outside HVH_ Z: Yes RIPACLI Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP -r/- 60 psf. Created by Independent Third Party: Yes Evaluation Reports • • • • • • FL16736 RO AE DuPont PVB ROA 13-0122 27.lxlf • • FL16736 RO AE EvalReo CWS -871A -(H"- 200.74 x 63— IMPACT). FFi,6736 RO AF Quanex (Mikmn? NOA 12-1017 02.E - Created by Independent Third Party: Yes gitiur{lt;a:f,= • • •0000• •• •• • 16736.2 HS -8200 PVC Horizontal Slider 1-15-8200 PVC Horizontal Slider, IMPACT, 111' x 63", XOX. Limits of Use installation InstructionsApproved for use in HVHZ: Yes FL 16736 RO II CNS -869A (HS -8200, iii x 63, I;MPACT).odf Approved for use outsMe'HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 'Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, III, x 63", DP +/- 60 psr. Evaluation Reports FL=,4Uj PQ DuPont PVB NOA 13-0129 27.odf AF FL16736 RO AE Du Pant SGP NQA 11-0624 02.Ddf FL16736 RO AE EvalReo CWS -869A (HS -8200. 111 x_63. IMPACT).odf FL16736 RO AE Ouanex (Mlloon) ROA 12-1017 02.odf Created by Independent Third Party: Yes Contact Us:: 1940 North Broome. TaAahassee FL .37399 Phone. 850-487-1824 The State of fludda Is an AA/ED employer. CrxA taht 2007-2013 State of Florlde.:: Privacy StetemsiA :: Acces•b8nn • • • • 0000•• under Florida law, email addresses are putdic records. If you do not want your e-mail address released in response to a psbk-td=& request do not send • etertm lc mall to this entity. Instead, Contact the orae by phone or by traditional mail. If you have a" questions, please Coatstt a5f11k187.1395. rsuaA! to • Section 455.275(1), Florida Stabiles, effective October 1, 2012, licensees licensed un0er Chapter 455, F.S. must provide the Department with an &w6%ddmA If they hand one. The emails provided may be used for official communication with the boartm. However em ll adder ardt M AWd. gym db not NA to • • • • • • supply a personal address. Please provide the Department with an mail address which can be made available to the public T%djjif you are a li—%- urs •. • Chapter 455, F.S.. please dick he,�e . • • • • • • ptpduCt Approval Accepts; • • • • • • • • • • •0000• 0000 • 0000• •••••• • • •000• gitiur{lt;a:f,= • • •0000• •• •• • 00000• • 0000•• • 0 • • • • • • • • 0000•• 00000 • • • • 04 0 0000 http://www.floridabuilding.orglpr/pr app_4tl.aspx?param--wGEVXQwtDqu8obl%2flZm6... 9/19/2014 W 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3804574 FBPE C.O.A. #29779 Evaluation Report 871A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window,. Large Missile lrapact . ([T<7HZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 4,0 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product -Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone, The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -871A, signed and sealed by Lucas A- Turner, P.E. 2) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/O5, ASTM E 1996 `04/06/093 and AAMA/WDMA/CSA 101/LS.2/A440 `08 3) Supplemental Calculations to support CWS -871A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -871A. Limitations of Use: This product: May be used up to the sizes and daylight openings indicated in CWS -871A • 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.O.A.13-0.i 29.27 : • • • • • Requires Quanex white rigid PVC frame extrusions per Miami -Dade Nb 4 ;2 -101;I -Q2• • Certification of Independence: I do not have, nor do I intend to acquire, nor Wil! Acquire, a• financial interest in Custom Window Systems or in any company manufacturing dYdUtribubg.:. 0000 products for which this report is being issued. I do not have, nor do I intend to a 4M , nor � vin voof acquire, a financial interest in any other entity involved in the testing or approv moess of" • • product. •. 9999 . • • • 9999 .m. g -7- stATS OF ; �� 2/24!2014 `�:�'' '• 'D !" Lucas A. Turner, P.E. =•a �`` FL PE #58201 * ONALS L � Lucas Turner 2014-02-24 15:48-05A0 .09••0 • • ••900• 9999.. • 9999• . . 9999. 9.90•4 •8000• •9•..• 400000 00 • ••0•i• • 066 • •• • •••• •0000• 0 • 00440 t 0000 ••i•• • • •0•••• 4444•• • • • •0004• • 0 • • 4444•• • • • 4 • MAX SASH WIDTH DESIC3N PRE RE RATINC3 360 •• ••• •• • • • •• TABLE OF CONTENTS Lucas Tumsr __• GENERAL NOTES & ELEVATIONS . 000 • • • •• • • • •• • • • • 2014-02-24 16:48-06:� �� ........... .• ..............y1 ANCHOR SCHEDULE & NOTES... __ ....................... a2 • • • • • • PROPRWARYAND eoNwDEaneL 2124/2014 SECTION VIEWS & ALT. FRAME N)X- 74r & GLAZING,•......304 • • • • •THS INF~* TION CONCAMEO IN THIS DRAWING m THE SOLE PROPERTYOFCUs7OM EXTRUSION$&BILL OFMATERI)1LS.................. ....... _A....._.1& •• •• •W ILIO.ANYREPRODUcnONINPART ORA$AWHOLE WM40UTTHE. ti �oN OF CUSTOM W mOW SYSTEMS,=. is PROHmrmo. INSTALLATION DETAIL ... ...._....... 1— ................................ �.......@a • • • •• •• • • • •• •• ••• • • • ••• • 0 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE [FBC), CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVM. 2: GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: °QX°, %CO° 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. 6. ANCHORAGE: THE 331!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S$ FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cdn1.6 WAS USED'FOR WOOD ANCHOR CALCULATIONS, 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT. BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEADISILL, S. SERIES I MODEL DESIGNATION HS -0200. 8. 1 x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X= OPERABLE SASH, O = FIXED SASH 11. SECTION CALLOUTS FROM DIX ELEVATIONS -APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS =114° X 1° LOCATED 4° FROM BOTH ENDS FL No 582D1 ` -p-% 190 FLORIDA 34474 nTL 0 +^� E: GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT STATE OF +„+ SERIMR wNeY AT ^— 8200 HVHZ ADE •11/14113 PVC HOAR. SLIDER --- NTS _ CWS -871 REV.LeTTERA 1oFa 0.000. 0.000.. 0 • 0 •• • •• • • • . • • • s •0000• •.•e.• .••••e • • •••••• • •••••• ...••• • • 00 so• • ••.•.• 00 • 0 + • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX 6CEc NTER �{ TT12 O CENTER S• TO CENTER MAX , a"(TYP) (sHEET6) SSE NDTEs � ITW) $" $' (SHEET 4) SEE NOTE 2 MALI iTYP) D -a FTA I _ 3 O $" I I MAX{TYP} -e- 4° F (SHEET MAX 8' 0(IYP) IW4X�) I I I �/ 1 • I Q X 1 1 ' j I (SHEET4) tNSTALLATION I / (SHEET 6) ANCHORS TYP. INSTALLATION ' ANCHORS TYP. D OUT- G � rluw FRAGS IwODDOF ¢jai NOTES: 1. INSTALL ONE ANCHORAT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REOD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114' FOR MASONRY OR WOOD, AND 1/8" FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1118° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3:11 DIA. I7W BUILDERTAPCON VANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114' INTO MASONRY THRU FRAME OR THRU 1 13Y WOOD BUCK INTO F 2112" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318' INTO, 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 71W SHALL BE ACHIEVED IN EITHER DIRECTION. 6. N8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112° INTO 2 BY WOOD BUCK FOR FON INSTALLATION. A MINIMUM EDGE DISTANCE OF 7116' SHALL BE ACHIEVED IN EITHER DIRECTION. T. SIO-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. $. ALL INSTALLATION ANCHORS MUST SE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHAD. BE IN ACCORDANCE W rm ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUGS A TURNER FL P.E. 68209 A CHANGED EDGE DIST FROM 114° TO 7111V 2/(16/2014 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS•T�fnT�IF• M1r11MUM STEN STH SPECIE �D BELOW. �� f I HlPlattt /^ 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCT-S HEREINARI!V&E4qOI�SU�8T�. 4 MATERIAL WITH THE FOLLOWING PROPERTIES: *eo��Tt, LoRr=W Ttt�i ®� A. WOOD - MINIMUM SPECIFIC GRAVITY OF G°0.68 (SIOUTHERN PINE OR QREgTEi(� • • fi� 9 = of Al B. CONCRETE - MINIMUM COPRESSIVE STRENOTH OF 2000 P61. • • • • • • Ori • �' 3g '•. +.r • ,>` WIND©\�/$Y5i8 � C. MASONRY- MINIMUM DENSITY OF 117PCF, CMPBtOGKIMtI9T HAIL FILLSO CEIL84ON 400TH SIDES OF OPENING. o Nm SE201 y s C 1180 SW 44TH AVE. f 2 * t $ R OCAIA FLORIDA 34474 0. ALUMINUM -118° THICK N., 933 KSI MIN. * E. STEEL -18 GAUGE .080 y .".-p . ° 9r.`$ ANCHOR SCHEDULE & NOTES • LARGE MISSLE IMPACT � 11. SEALING AND FLASHING STP TEGIES FOR OVERALL WATER RESMANCE • • • • • 000 . ` Sof%}„” 8 TAI k OF SPAM, WI4 9Y: �; +p :°4+" 8200 HVHZ ADE 11!14!43 OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWINOTHE CURRENT • • • • tt p ww VERSION OF THE REFERENCE D}b�CNUMENTS. • • • • Tran �AWM FRCR TM,Sa �Q�ISSTTHE� PROP �roF CWTOM ��'ir� %S< � :R �'w QDR' � ' NTS '" CWS-871 WINDOWS),Q • Tr& INFO PVC HORIZ. SLIDER 200(DMLA3q&;13RIORDOO�). OMNDOW MS.INC.ANYfEMODUOTION MPARPORABAWHOLE WiTHOifTTHE /�j l()"Aa �� L@TTER •• qq�N PB)SMSSION OF=TODA WINDOLY 9YBT8MS. INC. tB PRONISITEO. tills FFMAIAAMA MA/WDMA1260(BOWINDO MAIMk A 2OFS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s} , I I _ 3 O 1 /\ . 1 I I I 0000 .. 0000 0000.. 0000.. 00 .0 . 0..01. . • .000.0 000000 . • •.... 0000 0000.. 0000 0000.. 0000.. . • 00 . . 0 . . 0.000. 0000.. INTERIOR SECTION VIEW A -A ANTER HEAD hMPACTHOOKgYPJ MIDBPAN OF BASH (ITEMS 36 & 38) • • • • • • • • • HM/yW IMPACT HOOKtROTARY LOCK LOCATION •• ••• •• • • • •• F SWEEP LOCK9 (ITEM 27) ONLY TOHURO PRIOR TO HURRICANE FORCE WINDS. • ••• I� i i ••• ••• • • • • • • • • • HM/yW IMPACT HOOKtROTARY LOCK LOCATION •• ••• •• • • • •• F SWEEP LOCK9 (ITEM 27) ONLY TOHURO PRIOR TO HURRICANE FORCE WINDS. • ••• •••, ••• ••• ••• i•• i i i •• iWPROPRISIARYANDCONFIOWaft 2!24/2014 • • • • • • rM • •THE NFORCONTAINED IN THIS DRAWWO 18 THEME PROPERTY OF CUSTOM • • • • • • • ' �a o N tTEO cUSiOM iW N 8 B1E 1S, I_ 18 OUT WE • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB. TYPICAL VERTICAL SECTION NOT"! SHOWS FDIED MASS CUTAWAY SECTION VIEW C -C QLASB TYPE B FULLSIZE 7/8° OVERALL V8° ANNEALED or TEMPERED 7/181 AIRSPACE 8118° LAN 1/8° ANNEALED .IM DUPONT PVB INTERLAYER 11V ANNEALED GLASS SITE ...... .. . ...... ...... goes.. . ..... . .... ..... . . ...... 9....9 ...... . .. .. e . e .eee90 .90000 s . 0 . 00000• . . INTERIO limmoomprMTKI • • • • • • • • • HW/"s IMPACT HOOK/ROTARY LOCK LOCATION WCC A TURNER, FL P.E. • ••• ••• ••• •••- ••• 6VL • • • • • • • • PrtarwEra ymcoNProam 2/24/2014 • • • • • • • •fHS iNFORIMITION CONTAWED IRTHIS DRAWN019 TIM SOLE PROPERTY OF CUSTOM • • • • • • • • • •WIN•OW 876'�M9, WC. ANYREPRQO{1CT1pN MPART OR A9 A WHMR WITHOUT THE Yfi1TTEN WINDON/ $YSTEMB, INC. IB PROHIE{fEO. • • P�IM19S910N OF GU9TOM • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• 9 0 TYPICAL VERTICAL SECTION NOTE: 914OWS FIXED OL"S CUTAWAY E-IxAlljoU[II'-A' WEI •...66 Soo • . .. .. • • 0 • 0000.. .. 0000.. 0000.. 0000 • Soo**: . • • 0000 0000• • • ♦0000• 0.000• • • 00 • • •..•6. •00600 • . • • 0000•• 0000.. • • • 1.1497 RIM Sash Meet IW H•1999 Rektf.S.B.RJB.B.K T� 1.1836 MWIL fie% Fxd. H4088 Sash Top/BW. F* H-6048 Math Fr., Sii w/lin., PVC H SD50 Saab Mast Nell,. C 16051 Sash S* F4 P"VC H -W49 Maks R'., SH, W r ig., PIC PM29 Screen FUO Tab mm Screen SMtn Be F•32'48 screen S*v,,t081Ae.,sk P64754 Screw Frerro��Key P•9342 SemSeaMr,3 8804 83352 SOL BOL, 85 Dar.j 118" x 8/8° x P3429 WOO., 0.270 X .4S7 hack Fht& P -33n t79 X 3/4° &Iilare1EK 2 Zino P-4730 98x112'7rasa 11K2aetc FL3762 Cap", I rmrP.644o 81cft Look, Impeot PVC P-4779 Ra0••, 7endem P4031 96 x 1 114 Ph FH;tIH(, Wht P-4069 Keeper, Impact, PVC P-4479 Wasp Cover wf two P4638 98 x 2112 Fh Tnu a SMS P4088 Rotary Look P-4962 Keeper, Rotary took 84989 Watp., 0.420x.187 txtckFkl${ P4933 . deme! Fastener 51112 f�kaforaatrerd,F}sad 51498 RW. S.3A1S.SjP 51775 RDW Track 51998 From Hook, Hmmd, hVed 52000 Pmel Odch. Hard, hpaot 8-8008 Arta Urt 56013 Som. Adapt, WMM , PVC 8.6014 Sem Adapt., PV); 58083 Flxed Rd CDYeX Sem maxma serol iHntertal +m 3118° � B C C 211/18° C C LP C PVC FRAME FLANGE -8849 bbor �—• ram 8118 V L ALUM GLAZE BEAD --1112 on :one 1F• g18"•t 3ber iV98' of PVC SCREEN SUPPORT - 6014 e MUN CORN6� kIJ cath° GONS'1R`UCTION ON U r CORNERM CORNER WELD WC SASH MTG. RAIL -8060 9IDEg) CALL SIDES) FIXED MEETING RAIL 818° SCREDT E WITH OUTERCRANE �11J2°F+- L 1110° 18 3 314° SCREW SUP -3113 O ALUM SASH MTO. RAI41497 2 ' 1 98110° 18!18° 1110° oils, ALUM. BASH fit?INF. -1089 1 oils, 7 PVC FIXED RAIL COVER • 000.9 PVC SASH SIDE RAIL -6051 C 11/4° 3118°�� 7r18 T 7� 1 )+1 fills ALU �" ROLLERTRACK-1778 PVCGLAZEBEAD-8o84 ALUM 8,B.RJS.S.R.-1498 718° 1 8110° ►j I 1 118°� 4 PIAN VIEW -1999 ALUM IMPACT HOOK -1999 318° PVCANTI•LIFTT 18/0° 9N8° PVC SCREEN CATCH -8013 O 13!10° W I PVC SASH TOPISTM RAIL 0062 �e. PLAN VIEW -2000 ALUM IMPACT CATCH.* 2000 WGA; • •1• ••• ••• ••• ••• Z- • • • • UMEXTRUSIONS6083-TS. • • • • FRCPMUrARTMOCONFIDGNML 2/24/2014 33 NOT USED IN THIO • • • • • • • • • • • • • • iH£tt�0 TIS. CONTAINED FNTHIsOPAWINOISTHE SOLE PRCMMOFCUVR N av�9, INC. ANY REPROOUCMCN M PART OR AS AYIHOLE Wr7HOUT Tr • • • • 81QNCF a mom WIN0Ow avImm0, INC. 18 PR0mIami D. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DIST 1989 8W 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS 8 B.O.M. - LARGE MISSLE IMPACT ; '820014VHZ BY: ADE f'E:11114/13 0. PVC HORIZ. SLIDER 1:2 REV. L9TTHM AT: 8 OF 8 ..ease ...... .. . ...... f sage•. • • • • sees gooses . • a•..• • • .ease• goose• • • 00• • a •.00.0 0000*• 0 • sego • ea L= MIN EDGE (SEE NOTE 1) 1114• MIN BUSE (BEE NOTE 1) BY INSTALLER SEALANT BEHIND BYIN8TALLER SEALANT BEHIND BYINSTALLER BY OTHERS 1 BY WOOD BUCK BY OTHERS. 114° MAX SHIM INSTALLATION ANCHOR3110`01A. EE NOTE 1) 3 8° MIN EMBEDMENT , MASONRYSCREW WAVA$HER ' +' A 114° MAXSHIAd 1SEE NOTE 1) • ► • ► a 4 (SEE NOTE 1) THRU SCREW SUPPORT. (SEE NOTE 1) ' 4 + I • ' M MIN'DOE DIST +, . ♦ , (SEE MOTE 1} �4a a a SEALANT BETWEEN • ANCHOR, BUCKAND O BY OTHERS + d ♦ ♦ . #110 W OD AN p10 WOODANCWOR W! 0 + A p A WASHER THRU SCREW 211! MIN EDGE DIST + A + + . • , • A a SUPPORT. (SEE NOTE 1) (BEE NOTE 1) CONCRETElfdA80NRY BY + 4 + a • ' OTHERS A O ` %. • SEALANT BETWEEN BUCK AND OPENING P . a e . p° p° .. SEALANT BEHIND FLANGE 5.. •• BY OTHERS p• • s . • p p . + . BY INSTALLER PERIMETER $EALAt�lT p • • p' o • n o . FINISH BY INSTALLER 2 BY WOOD BUCK p EXTERIOR BY OTS PERIMETER SEALANT BY INSTALLER BY EXTERIOR FINISH OTHERS, 1 BY BUCK BY OTHERS BY OTHERS B 7 11A° km$HN HORiLONTAL8ECT10N FRAME(MA80idRYj /-C,N T HORIZONTALSEOTION FRAME! (WOOD) (SEE NOTE 1) AM �IT(HILAR INSTALLATION ANCHOR, 3115° DIA FOR 2BY INSTALLATION. MASONRY SCREW WlNEOPRENE ILL INSTALl.A710N SAME AS SHOWN BELOW. INSTALLATION ANCHOR, 3118" DIA. BACKED WASHER THRU SCREW MASONRY SCREW WIWASHER - - SUPPORT. THRU SCREW SUPPORT. (SEE NOTE 1) (SEE NOTE 1) SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BY INSTALLER BYINSTALLER 114' MAX SHIM (SEF NOTE 1) PERIMETER SEALANT n rn r -INSTALLATION ANCHOR. 3118°DIA. BY INSTALLER it) SCREW HEAD ERIIOERFINISH 114° MAX SHIM)THRS (SEE NOTE 1) i *i a°Os SILL STOOL OTHERS t m� , a.tiFPl'A °� ��m,P • •p A� .a•P •fid • • • B�D�� p . � p °p • pr =y s a p= t P p a . • • • • •TO SI L ♦ a a .. •• p � i � 1 • p: ' � �'• . • i �d' • • • •BY Tji S. • • • p �'' : p •d a • . P♦ _ _ - 1 114f MINBMtiEDME1F KTERIEN•IpbDStrH oD: D:D D ° ° �D°°.D 6D °v D• -6 °e•DD a•D•,6 a°•Ds. D , T7� MIN EMB ED (SEE NOTE I).MENT �sD� DtrD D.g. D.g 1 • —2 IBE MIN EDGE DIST CONCRETEWAN SONRY (SEE NOTE 1) BY OTHERS %D� ALTERNATE PRECASTSILL DETAIL 7 FRAME WA80NIM { •--2918° MIN EDGE DIST (SEE NOTE I) VERTICAL SECTION • • • • • • • • • • • 0:0 FRAME I i i • • i PPAPMETARYAND CONPIDENTIAL 2/24/2014 • • THE WORM6770N CONTAINED IN THIS ORAWWO IS THE SOLE PROPERWOF CUSTOM N8REFERTO' • ITTEN PON QIN PARWM40UTVM D • CUSTOM WlNOOW SYBTEfi44, iNG IS PROHBITED. • •• •• • • • •• •• (ON SW 44TH AVE. OCAI A, PLORIDA 34474 ——INSTALLATION THRU FRAME DETAIL - LARGE MISSLE IMPACT RIES.-8200 HVHZ DRAWN BY. ADE�' 11/14113 DEL SCALIPVC HORIZ. SLIDER" NTS " CWS -871 REV.LEI7BR: A BOPS 0.000. ..does • .. .. 0000.. d• . 0000.. ..e... 0000.. see* . 00000 . 0000 0000. . . 0000.. ••.••• *00000 ....•. . e . .e•..• so .00000 . • . . 0000.. . S ZM MIN EDGE 0187 (BEE NOTE 1) WINDOW WRAP\, [`'-2 BY WOOD BUCK BY -INSTALLER .L1i� MIN EMBEDMENT �I BY OTHERS. SHEATWINO (8EE NOTE 1) BY OTHERS ae7W. • IR SALLAnORANOHOR• • BY YiNSTAWSTALLER M"•� • EX ERIOR3 FINISH 0.e • .: 2 BY WOOD BUCK EXTERIOR FINISH 7/16° MIN EDGE DIST • �i r '• BY OTHERS L/l/�, • • • • • BY OTHERS. SHEATHING (SEE NOTE 1) (WE NOTE 1) °Otia +7•. / FI*LWOOD4 • • • • • • • • 000 • • • 1 BY W000 BUCK ANCHOR' i'• • SEALANT BEHIND FIN $••': BY OTHER& BYINSTALLER e�°• INSTALLATION ANCHOR. (SEE NOTE I) I/4°MAX ,SHIM, o #8 WOOD SCREW W/ (SEE NOTE 1) WASHERc`�• (6NOTE 1) BYNDOW INSTALLER '06.5 PERIMETER SEALAM1(T ' ' INSTALLATION ANCHOR, 08 WOOD SCREW W/ BY INSTALLER ILi.51 MIN EDGE DIST WASHER. (SEE NOTE 1) ."VXSEE NOTE 1) , Ito° MAXTE i) (SEE NOTE 1) 1 11V MIN EMBEDMENT 1000 mAir 41 N71A ZM MIN EDGE 0187 (BEE NOTE 1) WINDOW WRAP\, [`'-2 BY WOOD BUCK BY -INSTALLER �I BY OTHERS. SEALANT BEHIND ae7W. • IR SALLAnORANOHOR• • BY YiNSTAWSTALLER M"•� • OEPSCREWW/• • • .: *AS"Mf • • • • • EXTERIOR FINISH • • �i r '• BY OTHERS L/l/�, • • • • • •��i • • • 1 112' MIN EMBEDMENT SHEATHING VERTICAL SECTION (WE NOTE 1) BY OTHERS / FI*LWOOD4 • • • • • • • • 000 • • • ARWICAMN ON 7COMM ANCHOR' i'• • SUBSTRATE RESTRICTIONS REFER TO • • • SHEET 2._ • • • � _ _ _ • • ••• • • • • ••• • • • • • • • • • • • • EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN �WINDOWWRAP BYINSTALLER BYINSTALLER PERIMETER SEALANT BYINSTALLER HORZONTAL SECTION B FIN (WOOD) 1AZ 1800 SW 44TH AVE OCALA,PLORIDA 34474 rm'I9'1NSTALLATiON DemL FIN CONST, - LAR(m MISSLE IMPACT fe0140:S200HVHZ DRAWN BY: 400E3- • PVC HORIZ. SLIDER a NTS w" d°" CWS -871 RBV.LETTfim A SHEET: 7OF8 0000•• • • • • • • • 0000•• • • • • 0000 0000•• • • 0000• • 0000 4 • 0000• • • 0000•• 0000•• • •• •• • • • 0000•• 0.060• r • • • 0000•• • s • • a •0000• • • • • • 0000 • •• lJW ALUMINUM OR 1116• STEEL MIN. REQUIRED (SEE NOTE 1) SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR 410 SORM, FULL THREAD ENGAGEMENT REQUIRED. (SEE NOTE 1) 1B°ALUMINUM 1118° STEEL MID (SEE NOTE 1) MS OF TREMOLAZE U1600 7UND PERIMETER AT ALL FRAME AND BUCK BY INSTALLER I —118° MAX ERIN ILII (SEE NOTE 1) PERIMETER SEALANT . BY INSTALLER INSTALLATION ANCHOR, • • Old 1iCFW, EULL VAREEAApp • • • 1/8"ALUMINUM OR • ENSII.GE1101ENPRSAUIRE4 • • VIS"STEELMIN. REQUIRED • (SE8INOTWO • • • • • (SEE NOTE 10, SHT 2) • • • • • • • • • 000 •• ••• •• • • • •• G VERTICALSECTION 6 • ••• ••s ••• ••• ••• 1•• i 1 t •• t PROPRICTARYANOCONnMPMAL 2/24/20I4 CLARIFICATIONALIO ANCHOR OM.NT , • • •HE INFOjTtON CONTAINED IN THIS 0RAW010 IS THS SOLE PROPERTYOF CUSTOM AND SUBSTRATE RESTRICTIONS REFER TO • • • ATON •VINODW SI•T•MB, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE NBHEET.2 • • • V*RiEN P40MISVON OF CUSTOM WINDOW SYSTEMS, ANO. IS PROHBRED. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • H HORIZONI•AL SECTION 6 FL P.E. DIST FROM 114" TO 7116` ' 1800 SW 44TH AVE. OCALA, FLORIDA 34474 --INSTALLATION DETAIL THRU FRAME - LARGE MISSLE IMPACT OWN 8200HVHZ j BY: ADE ' 11/14/13 NODq PVC HORIZ. SLIDER NTS wa.Nae CW6 871 REV. LEITER: A e 8 OF 8 •0.. ... . 0000 . • • .0000. • 0 0040.. 0000.. • .• .• 0000.. .00009*000 . 9 .099.0 0000.. .••.9. 000.0.go . •. 0000.. .. 4 .• • • c , N► Miami Shores Village Building Department 7 MAS 12 2075 ,' . 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 0� f BUILDING Master Permit No.11 ?J� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING AREVISION ❑ EXTENSION E] RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 70 City: Miami Shores County: 000E Miami Dade Zia: 43,50 Folio/Parcel#: 11 • 31®1. O 18. OI (P® Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): V I QCT 1"10- DA4 Phone#:�DX-2'53 Address: 70 WW • (®Z ,3f-• City: r11 ixi I 5HOEZ5 State: FL- Zip: 3 3 15 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: F-L0210A i-t®"E I��A?C>��f1 Phone#: q54"1g7,144415 Address: LVC)'10 SW 30 AVE City: �4owl wcoo State: F- Zip: Qualifier Name: W?rI ME T- I317Zt� ;M Phone#: State Certification or Registration #- CCh(_0CPI6 c1® Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ 22, 3 Z 0 Square/Linear Footage of Work: 325312 Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New Ig Repair/Replace ❑ Demolition Description of Work: ZOPC AC.E 9 I nPA-Q W OJIDUA�5 NMO 1 1094ai QCM . Specify color of color thru tile: CXp Submittal Fee $ Permit Fee $ �� W CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) ,71 Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the Inspection will no ap;NERorAGENT d and a reinspection fee will be charged. �vaav---" Signat4re Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 15 ., by 'I day of f'1Pec+4 20 15 by VI2CtlMIA, op'l , who is personally known to UDA°itjC ° ' lbo"C . who is personally known to me or who has pr,qd uceJ as me or who has identification NOTARY P B Sign: Print: Seal: who did take an oath. identification and who did take an oath. NOTARY PUBLIC: 1� Sign:_ Print: _ Seal: r**ea�s�ss**x�r�rsss**e: Pians Examiner Structural Review as ev— �19 �rM*•sss•*�sr*�*�*«*$w:**•�rss�s*� Zoning Clerk Property Information Previous Sale Folio: 11-3101-018-0160 Property Address: 70 NW 102 ST Owner VIRGINIA WILDS DAY Malting Address 70 NW 102 ST MIAMI SHORES, FL 33150-1230 Primary Zone 0800 SGL FAMILY -1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths I Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,519 Sq.Ft Living Area 1,005 Sq.Ft Adjusted Area 1,288 Sq.Ft Lot Size '100S . t Year Built 1949 Assessment Information Previous Sale 2014 Benefit "`" Year 2014 2013 2012 Land Value $109,472 $72,981 $58,385 Building Value $87,326 $87,326 $97,566 XF. Value $0 $0 $0 Market Value $196,798 $160,307 $155,951 Assessed Value $88,492 $87,185 $85,728 Benefits Information Previous Sale 2014 Benefit "`" Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $108,306 $73,122 $70,223 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NAVARRO SUB PB 12-59 LOT 6 & E1/2 LOT 7 BLK 2 OR 14273-3173 0989 4 Generated On: 2/26/2015 Taxable Value Information Previous Sale 2014 2013 2012 County Exemption Value $50,000 L$50,000 $50,000 Taxable Value $38,4921 $37,185 $35,728 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value $63,492 $62,185 $60,728 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $38,492 $37,185 $35,728 Regional Exemption Value $50,000$50,000 $50,000 Taxable Value $38,492 $37,185 $35,728 Sales Information Previous Sale Price OR Book -Page I Qualification Description 09/01/1989 $0 14273-3173 1 Qual by exam of deed 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:/twww.miamidade.govfinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/26/2015 16 .. • . . 0••••0 . . . . 9••9•• ...... •• • ..... • .... . ..... • . ..0000 0000 s • • • 0000•• 0000•• • • • • 009.00 0• •• 0000•• • • • • • • 00000000 0000•• • 16 5 !4 n a 5 a a 5 P. gh•(C4-C4 V (mph) 175 1620 FBC for HV11Z, or Fig 26.5-1e Risk Category B Table 1.5-1, page 2 Exp- C Section 26.7 Kd 045 Table 26.6-1, page 250 Kzt I Figure 26.8-I, page 252 CCpi 0.18 0.18 0.55 pitch of o f 3112 14.0degrem Greta 14.0 degrees d SWclaj5E9n9WeACm, Inc. ti EhGIyE£p,� a�0 Boynton Beach, FL 334328 FL CA#0=17 .. - a Wind Velociles in South FlorWa DadeBrwvmd 1% Felin Beach Risk CaL 1 165 1% Low dskmh'Mms (f-,slreda Risk CaL 2 175 170 170 Sin Femfl Rmidmms Risk CaL 3&4 186 1 Igo 1 180 1 Essential Facilities a- 0 • r o Areaof A - of Area ofownponcul Area ofcownponent Amofoornpament Am ofcmiDon= Arm of Amofomnponent Araeofcorn Arm of Arm cf 10.0 d 15.0 d' 20.0 sf 25.0 of 30.0d 35.0 d 40.0d 45.0 of 50.0 sf 55.0 of 60.0 sf Mean Roof Hci& Zone 4 ne 5 ne 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zoe 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 )L38.8 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 49.3 -40.2 47.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 44.5 40.6 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 -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 -51.9 132.5 -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 1 43.5 -52.6 1 43.0 -51.8 1 42.6 -51.0 1 42.2 1 -50.2 41.8 49.4 41.3 48.6 -40.9 47.8 1 -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 1 42.2 -49.9 1 41.8 139.1 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 48.1 111.0 -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 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 42.3 49.4 41.8 48.5 41.4 137.7 049.4 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 le • •-47.1 SR • -45.6 1 -55.6 45.3 1 -54.8 44.9 1 -54.0 -44.4 -53.2 44.0 -52.3 43.6 -51.5 -43.1 -50.7 42.7 1 49.9 42.2 1 49.0 41.8 -48.2 48.8 436 •12.4 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 • • • .5 - 8.7 -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 -31.2 -43.1 -50.3 42.6 -49.5 -42.2 -48.7 44.2 114.2• •12.8 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 $52• • 446.6 56.7 46.2 55.8 45.7 55.0 45.3 54.1 44.8 53.3 44.4 52.5 43.9 51.6 43.5 50.8 43.0 49.9 42.6 49.1 • • 10..6 4416• ••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 •l5 .4 959.7 -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 6 -18.8 -69.216 • -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 45.6 -54.2 -45.1 -53.4 114.7 -52.5 -44.2 -51.6 -43.7 -50.8 143.3 -49.9 • .3 4" • • 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 -47.6 -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 4 . • 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 2S 0-49.5 "AP • • •48.2 -58.5 47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.1 -45.8 -54.2 -45.4 -53.3 -44.9 -52.4 -44.4 -51.6 -44.0 • 0 .0 46.0 • • 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.t 40.740- s2 29 21 49.9 061.9 048.5 -59.0 48.0 -58.1 -47.6 -57.2 47.1 -56.3 -46.6 -55.5 -46.2 -54.6 45.7 -53.7 -45.2 -52.8 -44.8 • X6.3 .3 044.9 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 30 • •-50.3 -62.1 -48.9 -59.4 48.4 -58.5 -47.9 -57.6 47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -45.1 40.7 �f(1. 40.9��' �.5 ° ® P ®a®�®�,;.'._:� `A �4 Y ➢``QA( 4y fir. . w9��els�ea�o��V MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 70 NW 102 ST MIAMI SHORES FL 33150 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL16736.1 +60.0 -60.0 +40.1 -53.6 73 x 62 NO YES ,y 2 x 4 HORZ 2 1( 1( 1L 1( .(. 58 x 62 .), 3 FL13010.4 +55.0 -55.0 1( 1l 58 x 24 3/4 12-0221.09 2x4VERT FL16736.1 58 x 62 .(. 4 +60.0 -60.0 2 x 4 HORZ 5 .L FL13010.4 +55.0 -55.0 .L y 58 x 24 3/4 12-0221.09 6 ,y FL16736.1 +60.0 -60.0 691/2 x 62 y 2 x 4 HORZ 7 FL13010.4 +55.0 -55.0 691/2 x 24 3/4 12-0221.09 8 DOOR 14-0303.09 +75.0 -85.0 361/4 x 88 3/4 9 WINDOW FL16736.1 +60.0 -60.0 y 711/2 x 62 .L r2x HORZ 10 FL13010.4 +55.0 -55.0 .(, 711/2 x 24 3/4 21.09 ..eeee . 000000 . 0.0000 e 0 • . e • e e eeee ...000 0e . e e . 00 e eeee. . eee e eeee e e e e . •ee• • ee eeee • 0000 0000.. 000• 0 . . . . . .. . . 0000.. .. .. 0000.. 0000.. .0000. .0.• 0 000.. 0000. . 0000 0000.. .. 0000.. .. . .. .. . . . ...00. 0.000. 0 . . . 0000.. . 0000.. . . Florida Building Cade Online bftp://www.floridab-aildin&org(pr/pr_App_o.aspx?parani=wGEVX, Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue` Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.ct Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenacL,@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 -Ext 221 Aompson@cws.oc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida license PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE t2 Validation Checklist mar lcopy Received • • • Certificate of Independence FL13019 Rl COYaiR-b•CtgtSm33A fiy:81DO S6x72 IMPAC f� bdf •• •••••• • • • •• Referenced Standard and Year (of Standard) Standard hear AAMA/WDMAC%A/1Q:WLS.2/AAAA-W• • • • 2b05 ASTM E 1300104• i •• i i• i i 2004 ASTM E1886-091 i• • i i• • i i 2005 • ASTM E1996 t2 • • • • •• 000 • 2002 PA TAS 201/202/203 1994 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1 ofR 9.11AhAll) In,n'k AW Florida $uilding Code Online Equivalence of Product Standards Certified By Sections from the Code bttp://www.floridabuil&n&org/pr/pzl_app__O.aspx?pwarw=wGEVX, Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/21/2011 Date Approved 01/31/2012 Summary of Products Verified By: Lucas A. Turner 58201 FL # Model, Number or Name Description 13010.1 PW -8150 PVC Fixed Window PW -8150 PVC Fig/Fin Fixed Window, 36" x 72". Limits of Use Installation Instructions Approved for use in HVHZ: Yes F1:130I.0 RI II CWS -433A (PW -8150, 36x72. Approved for use outside HVHZ: Yes IMPA ndF Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +75/-75 Created by Independent Third Party: Yes Other: PW -8150, 36" x 72", DP = +/- 75 psf. Large Missile Evaluation Reports Impact FL13010 R1 AE DuPont PV8 NOA 11-0624 01.Ddf FL13010 R2 AE EvalReD CWS -433A (PW -8150, 3602, IMPAcn.Ddf FL13010 III AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 13010.2 PW -8150 PVC Fixed Window PW -8150 PVC Flg/Fin Fixed Window, Continuous Head & Sill. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13010 Rl II CWS -516A (PW -8150 7072 ContHdSl Approved for use outside HVHZ: Yes IMP).Ddf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other: Large Missile, Dp = +1- 67.5 psf, Max. size 74 1/8" Evaluation Reports x 72". Outer lite must be safety glass above 30 ft. In HVHZ. FL13010 R1 AE DuPont PVB NOA 11-0624 01.g FL13010 RI AE EvalReo CWS -510A (PW -8150. 7402, ContHdSi. IMP). FU3010 R3 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 13010.3 PW -8300 PVC Fixed Window PW -8300 PVC Fixed Window, 120" x 48". Limits of Use installation. Instructions Approved for use in HVHZ: Yes FL13010 R1 11 CWS -373A (PW -8300, 120x48, Approved for use outside HVHZ Yes IMPACT).rtdf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +70/-70 Created by Independent Third Party: Yes Other: PW- 8300, 120" x 48", DP = +J- 70 psf. Large Evaluation Reports Missile Impact. FL13010 R1 AE DuPont SGP NOA 11-0624 02.odf FL13010 RI AE .EyaiReg CWS -373A fPW-8300, ].20x48, IMPACT).Ddf FL13010 111 AE Mlkron NOA 11-0830 09.ndf Createl V Inge nd int T:ird P•arV: Yes 13010.4 PW -8300 PVC Fixed Window PW-dW PVCfr9/Fim ji.&J jlin . • • Li of Use instalfatian'JMRtrut!tlons• • • • • - Approved for use in HVHZ: Yes FL13010 111 11 CWS -159B MN -8300, IMPACil.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 impact Resistant: Yes Created ii)•Indepeealant "lad Partys Yes • Design Pressure: N/A Evitu"dtiio4 Report% • i i a • Other: Large Missile Impact, See Installation Drawings for F bij B -04f2 0 Max. size and DP's. t Fi 1 0 f AE cant SGP NOt 11-087+4. 02 pdf FL13010 R1 AE EvaIReD CWS -159B (PW -8300. IMPACT).Ddf • • • • • • • • • • ••• •• • • • •• •• ••• • • • ••• • • `fnfl 7/Id1*)nt') ln•nl AA 0000.. 0000.. .. .. . .. 0000.. 4 4 . . 4 000000 09 4 0000. 0000 . 00,00 . . 49000. 0000 . 4 0000.. 0.4.00 . ...9.. 90 04 0000.. 4 . . 4 . 0000 •040.• 0009 Florida. Building Code Online bttp://www.floridabuildingorg/pr/pr_appjtl.aspx?pararr�wGEVX FL13010 R1 .AE_ Mikron NOA 11-0830 09.nsif Created by independent Third Party: Yes Contact Us :: Phone: 850-487-18241940 Norfh Monme 2399 The State of Florkla Is an AA/ESD empbyer. Coovrmht 007-2010 State of Fhrftla. Acces140y 5Mm :: Rehmd Statement Under Fbrida law, e-mail addresses are public reoards. ff you do not want your e -mall address rebased in response to a pubk-rewrds request, do not send electronic mail to the entity. Lead, contact the office by phone or by traditional mat ff you have any questions regarding DSW,; ADA web accessibility, please contact our Web Master at wer masber@db=stWW fl,r-5. Product Approval Accepts: BE in BE 0 Fi:tYirlt4?3k <".iR:C yroaII�649 M Y@ HY4 i •• ••• r • • • i •• • •• • • • • ••• • of ••• •• • • • •• • ••• ••• ••• • • • • • • • • • so . • •• • • •• • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • •• •• • •• • •• •• ••• • • ••• • • I nfA WlAnni? 10-M AA i + t .•.. • ...... .... . . . . .. . . •••••• •• •• •••••• • •••••• • • • • •••• !•••R• • • • • ••••• • •• •••••• • • • • •••••• •• • •• •'J • • t ••••f• • • • • •••••• • • • • •••••• • • • • i • • • •• i + t Lucas A. Turner, P.E., MBA - 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 159B December 14, 2011 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method I option (d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1.) Approval drawing CWS -159B, signed and sealed by Lucas A.'Turner, P.E. on 12/14/11. Z) Test Reports NCTL-210-3530-1, -lA, -2, and -2A, and NCTL-210-3672-1, -1A, -2; and - 2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA l Ol/I.S.2/A440-05, ASTM E1886/1996-02/`05 and TAS 201, 202, 203 1994 3) Supplemental Calculations to support CWS -159B, signed and sealed by Lucas A. Turner, P.E. on 12/14/11 Installation: Units must be installed according to approval document CWS -159B. Limitations of Use: This product: • May be used in 0 configuration in sizes up to 48" x 72" unit size at design pressures of +1-55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf, with max. glass daylight siz"es as shown in CWS -159B - • Is large missile impact resistant and does not require the use of shutters • May be used in the. High Velocity Hurricane. Zone • Requires glazing as shown in CWS -159B, with Dupont SentxyGlas Plus Interlayer per Miami -Dade N.O.A. 11-0624.02 in DP67.5 units or Dupont PVB Interlayer per Miami - Dade N.O.A. 11-0624.01 in DP55 units • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830,09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the.te4iq& pr,approyal prgceq&of this product. • • • • • • • • • � IDREW � ;P•i i i i i i•i •• Lues A. Turner, P.E. 2011-12-1411:08-05:00 • Lucas At -TcAz er, P.E. FL PE #58201 .. . 0000.. 996+66 0 0000.. . 00 .6 . .6 0069.. 9 0 . . . 000000 .9 9 00009 0000 . 0000. 6 . 0000.. 0000 •0000. 909666 .. 60 6666.. 9 . • . . .... .6..66 9 • • • • • 0000 1 0000 0000•• • • • • • 0000•• 0000 9• • 06 0 0 90 0 • • • •• 0000•• 0909 • J000: 0000 • • • 99.9 0 • TABLE OF CONTENTS e • • • • • • 0MARAL NOTtSI& L�IVATIONS-oLai19 9 • ,ANCHOR SCH ULA & NOTES ........... 2-3 SHAPES ........................! ..................f......4.9 RoOLAWNG............ *.o.*y................ :A. 16 • SECTION VIEVJS............. ..... ............. !�..5 , • . EXTRUSIONS & 4 Q_Wq..........................7 INSTALLATION DETAILS ........... e 77 iW MAX OVERALL FLANGE. .73114" MAX OVERALL FLANGE WIDTH 72 MAX UNIT WIDTH w DESIGN SS I 187.5 Lum A Tumor, P.E. 2011.12-1411:08-05:00 y 1 PROPRETARYANO COMDENTIgL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING 18 THE SOLE PROPERTY OF CUSTOM W9NOOW SYSTEMS, INC. -ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN.PE'RMISSION OF CUSTOM WINDOW SYSTEMS. INC IS PROWIRTED, PVC IMPACT REQUIREMENT:. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY.WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, 2. GLAZING OPTIONS: ($EE SHEET S) 3. CONFIGURATION: FIXED LITE "C'. 4. DESIGN PRESSURES: NEGATIVE DESIGN {LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 331130A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S 9 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. S. REFERENCE TEST REPORTS: NCTL-210-353D•1,.IA. 2, 2A, NCTL 210-3572-1, 1A, 2, 2A 9. SERIES /.MODEL DESIGNATION PW -8300. 10,1x OR2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. No 582151 '; A 1900 SW 44TH AVE, * ^ OCALA, FLORIDA 34474 STATE OR ' T L�GENERAL NOTES & E E 5300 -LARGE MISSILE IMPACT Ano t-"° 5/0512007 1 OF 9 0000.. 0000 . . .0000. 60. 0. 00600900 0000.... . . .0.0 0000.. 0 0 0000... . 0000.. 0000... . 0000 0000.... 0 0000&0 0000.... 0000 . . .0.0.60 ..60.60. 0 0 0.000. 0000.... 0 . 0000. . . 00 0 NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP. SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD, 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD.BEARING SHIMS. MAX ALLOWABLE SHIM STACKTO SE 114'. USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARING SHIrS LL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. ASCHOIRS BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL 4. 3I18'_DIA. ELC* UW;; .ON MONRY BE • � • • b..910 WOOD SGPt�Clp AW*ORS MUST BE OMUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT. OF 1 318" INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. (TYPi 4° MAX 9.4°_ MAX. O,C. B UPDATED PER 2010 FBC 121812( (TYP3 4• MAX MAx O.C. 8• MAX (TYP) SEE NOTE 2 (Ty. A SEE NOTE 8 I 1 J& MAX O.C.I USED t;jIV BSTIkTES W .HoWgr•N. THS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 1 O.O.ITYP) • INkALLATIONOANCHOTR CAPACnV8 POR PRODUCTS HEREIN ARE BASEDON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: *`te a ° 4DENS S DOORS . A •WOOD - MINIMUM SPECIFIC jj��V F G=O.bb (SOUTHERN PINE OR GREATER) I I MR) • • &CONCRETE - MINIMUM COM�F�QMSTRENGTH OF 3,200 PSL • C. MASONI iSTRENGTH COflIiW UWE TO ASTM C -9b, GRADE N, TYPE 1 (OR GREATER). I , 10. SEALING A ID FLASHING STRgrEGI"FOR OVERALL WATER RESISTANCE Z ANCHOR -LARGE +'sok APICHOR �� . 11TAiE OP t R �"�d��J -INSTALLATION { ANCHOR (1YP) INSTALLATION AD I No' FMA/AAMA I OO((PI SE) III THIS AAM00 FLANGE WINDOWS)URREN) T W PART CHAS A LE OF OUT TO o�N� .......... PVC FIXED LITE NTS l di Q HEE i FMAAIVDMA 2b0(BOX WINDOWS), FMAIAAMA/WDMA 300(EXTERIOR DOORS). TIO oAN D � RO ANCHOR(TYP) 2CW OF 9 B I I B 1 _ A ANCHOR LAYOUT.- (FIM ANCHOR LAYOUT- THRU NAlLtNG FIN (WOOD OPENQJO) THRU FRAMERASONRY OR WOOD OPENING) 41-gg DP NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP. SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD, 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD.BEARING SHIMS. MAX ALLOWABLE SHIM STACKTO SE 114'. USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARING SHIrS LL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. ASCHOIRS BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL 4. 3I18'_DIA. ELC* UW;; .ON MONRY BE • � • • b..910 WOOD SGPt�Clp AW*ORS MUST BE OMUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT. OF 1 318" INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. • • • 6 #8 WOOD SCREW ANCHORS MLI�OT %E OF• UFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1117 INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. "A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. •6000• f.*JiLmINSTALLAJLgp ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 121812( DISSIMILAR MANEREN QR MATE%4LS INCONTACT WETH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. • • • • • LUCAS A TURNER FL P.E. 582D1 AlUPDATED PER NEW FBC REQUIREMENTS 710712( • • 0 • ANCHORS SHALL tTINteORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL Ow O$$EE rrrr�tel,1„pdd USED t;jIV BSTIkTES W .HoWgr•N. THS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. *rrri .eyplyE�ill T dd� • INkALLATIONOANCHOTR CAPACnV8 POR PRODUCTS HEREIN ARE BASEDON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: *`te a ° 4DENS S DOORS . A •WOOD - MINIMUM SPECIFIC jj��V F G=O.bb (SOUTHERN PINE OR GREATER) ''� 1N9NDOA No 58201 �A � 1900 SW 44TH AVE. • • &CONCRETE - MINIMUM COM�F�QMSTRENGTH OF 3,200 PSL • C. MASONI iSTRENGTH COflIiW UWE TO ASTM C -9b, GRADE N, TYPE 1 (OR GREATER). v~�' ! * * :� QCAI A, FLORIDA 34474 ° gr 1'L MISSILE IMP/ SCHEAULE NOTES 10. SEALING A ID FLASHING STRgrEGI"FOR OVERALL WATER RESISTANCE Z ANCHOR -LARGE +'sok APICHOR �� . 11TAiE OP t R �"�d��J df•IASTALI ATl DONEBT VERSION OF WiE DOCUMENTS:oQ _P DOW AD I No' FMA/AAMA I OO((PI SE) III THIS AAM00 FLANGE WINDOWS)URREN) T W PART CHAS A LE OF OUT TO o�N� .......... PVC FIXED LITE NTS l di Q HEE i FMAAIVDMA 2b0(BOX WINDOWS), FMAIAAMA/WDMA 300(EXTERIOR DOORS). TIO oAN D � RO dni rrr B . 2CW OF 9 0000 0000.. 0000 . . 0000.. ,• .. 0000.. 0000.. 0000.. . 0000 0000.. . . 0000. . 0000 0000. . .. 0000.. . . 0000.. .. . .. .. . . ....,. . . . 0000.. .,...• ... . . .0 . 4' MAX W MAXO.C. �p) nYP S' MAX. 7 518° MAX O.C. �•) g NATE 2 SEE NOTE S 8" MAX. I 8' MAX O.C. I I 7 SW MAX.O.C. I I m'P) �P) I I I I I I I I I I I I - I • INSTALLATION I I ANCHOR (TYP) INSTALLATION ANCHOR (TYP) I I I I • I I I I liORLAYOUT-(CANOE) I ANCHOR LAY I THRU FRAME {AbiSONRY OR WOC� OP8NIN01 TKRUNJANoF�N OPPm�nxiy • 0000• ••• • • •• • 0000 0.000• 0 • • • 0 •0000• • lose* • • • B UPDATED PER 2010 FDC 12/6/2011 • • • • • • • • •• • • • • • • LUCAS A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 � • sees • 0000•• •••• 011ifflIppy'l ENV � • • • • • • • • pp30� l� ry+� 0000 �`�43 �.�jG E �V;q�.,• �� i WINDOWS @DOORS • • *so*** No 59201 •; fib 1900 SW 44TH AVE. • • • • • • • •so:. • * , • ly CALA, FLORIDA 34474 • • • • • • • • • • s • g t►4� Sera 4VZ' L ANCHOR SCHEDULE - LARGE MISSILE IMPACT • • • • sees • • • •: OF �,�Qi�v� 8300STATF BY: 5/05/2007 • • . r1 iNeoRrnnnoN coNrwr� i Rnn3 DRAWING 18 THE E PROPERTY o�clusrom �, A; `:'y�``��t n " • • • • 9(jEp• nye f°�iiS��Nf�+yi +� PVC FIXED LITE 159 WRITTEN PERRpA SSON OF CUSTOM WINDOW SYSTEMS. INC. 18 PRpH YLLTT : BEfEFT� 3 o e .. , 0 000 . 0000.. • . . . . 000000 0000•. 006000 . •• 0000.. 0000 • 0000 • • 0 • •.iii• •00.0• • 0 • • •000•0 •• •. ..000• ,• • • • . • • •..i i..... • i • • FULLCIROL i.n- - - 112 CIRCLE { • Y • { 114C�RCLE •i•••{ •••• •• • • • Y •i •• ••••• ••••i NOTES: {•• • 0*000006 1. SIZE SHEET NPR DETAILED.VJI40dRJIJSTALLATION REQUIREMENTS • 1.4tt/ERALL SIM MVVT NOT EXC9CI�T� IEp�WX WIDTH AND HEIGHT OF • RECTANGUIIR %MNDOMVS BASED O QUIRED FROM SHEET 1. • • •• • •MICHOR SP9CItiG_FORARCHMCE(ITUALPFLANGE'WINDOWS' MU$T FOLL L SHEET2 • • •••• C:>. FULL ELUPS9.("0VALn `z PROPMETARYANVoom13ENTfAL 12!14111 THE INFORMATION CONTAINEO IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBTTEO. 0fjo iL:31C�IiL� 9999 9999.. .s.. s . 00 . 9• s••••• .• 9• 999909 0 999.0. 99.99. •00. 9.99.• 9999. '900000 6.0660 •• • • • •.•..• • • • • • 1" OVERALL 3118' ANNEALED 112° AIRSPACE 0/18" LAW GLASS 118' ANNEALED .090 DUPONT PVB INTERLAYER V8" ANNEALED DPURFECT GLAZE "If' SIKAFLEX 552 IT,. --.,..T S SITE f 0 I V • .MASS TYPe A �•••si •• 'ULLS14E • � 0000 • • 0000•• � 000!0 •• • 0000 • • •••• • 0000•• 0000 0000see so 0000 •• •• • • • • 0000•• to • • 0000 •0•• • • 0 • • 0 • 0000 1" OVERALL 3/18' TEMPERED 11Y AIRSPACE 5116' LAMI GLASS 118° ANNEALED T/1(r DUPONT PVS INTERLAYER 118° ANNEALED )PURFECT GLAZE•"H" SIKAFLEX552 11 1/2' GLASS BITE GLASS TYPE B FULL SIZE 1" OVERALL 3118' HEAT STRENGTH 318" AIRSPACE 7118" LAMI GLASS 3116" HEAT STRENGTH .090 SENTRY GLASS IONOPLAST 3!18' HEAT STRENGTH j)PURFECT GLAZE "H" SIKAFLEX 662 1 1/2" GLASS BITE GLASS TYPE C FULL SIZE 1 TYPE W.X H DP +1-55 1 AB 48 X 72—i 1' OVERALL 3/1W TEMPERED 3B" AIRSPACE 7/18' LAMI GLASS 3/16' HEAT STRENGTH 090 SENTRY GLASS IONOPLAST INTERLAYER 5118" HEAT STRENGTH 1 PPURFECT GLAZE "Ii" SIKAFLEX 552 GLASS TYPE D FULL SIZE -off No 58201 , -P-,Z 1900 SW 44TH AVE. OCALA, FLORIDA 34474 GLAZING DETAIL- LARGE MISSILE IMPACT OTATS OP DRNWTI-E INFORMATION COMAIMiD IN THISRAWIN019THE SOLE PROPERTY PROPRIETARY AND 00?MDENTAL lOF OU9TOM, •��4 � ��C)Rk C?o L.8300 C r 5!0612007 VMIrr6NNaPYERRPASMONOF:CUSTOM WINDOW SYSTEEMMS..INC IS PRROKSI E�aHouTTHE r0*�Ij' tipjLgei� `�,, PVC FIXED LITE v. L�rT�x: 1 g T: 60 9158 6 , 8 e 11 9 B 0 1 1 9 10 7 7 11 B 3 SECTIONS -El 4 EXTERIOR EXTERIOR 8 5 0 2 •••••i •• 7 i • • • • SECTION VIEW C•C • • • • • • • • • • • • ALT FIN FRAME B1 UPDATED PER 2010 FBC 12/6/2011 • • • LUCASA. TURNER, FL P.E. 68201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 • • • 0 E • • • • • • • • • • • • • ♦a��PNOIREW • • • • • • • • • SECTION iW .A .'•ti,�� 'tiGEDd�'sG¢f0y� „• aINDOWS DOORS • 'yen • • • • • • • • • �K � � Na 58201 NL: 1900 SW 44TH AVE. • • • • • • *:o**: • • _ OCALA, FLORIDA 34474 r • • • • • • • • • • • • x Z aro 'm a T SECT. VIEWS A ALT. FIN FRAME - LARGE MISSILE IMPACT G OP • • • • • • • OTAtE' i`u/' Z ' 8300 Y' E �A 6105=7 • • • • • • • • • • • • • • • • TALLE PRIHIN oaaNv� .tt %•+� P.•�.t r�I �l9 ••4.0 t a.•°�� s : . N0: 'PVvFIXEDLITE • • • • THE rnrvoxMa rtoN canrruNE�o THREE PROPERTY OF Cit5tOM TME PART ORTEN ,,<<I�l��p'� �✓'Ne1�� CWp • •••• OF OUSTMI OW TIM :1B 9of01� •••• •••• • FRAME CORNER CONSTRUCTION 3'119° 1 rol2 21118" 3 , 4 CORNER WEIR (ALL SIDES) PVC FRAME FLANGE - H 9609 S 3 118" 27 » • -moi 1,060 ,,,,, ,- � ��° PVC FRAME'FIN - H 6003A 1 ' 114" g 3118" 1N8" 71W � IT PVC OLAZEBEAD- SM SCREW SUPPORT - P-3113 1 •••••• • • • • • • • • • B UPDATED PER 2010 FBC 12/612011 • • • • • L.UCASA. TURNER, FLP.E: 56261 AlUPDATED PER NEW FBC REQUIREMHNT8 710712008 • y,�,�YyNur/rr/�t� •••• • • • Osseo• *N¢ .........p ••s• yy�•,i1.�kGLAFy'l'" IN1VIIJD AS • • • • • rF; No 5$201 ., 31 0 1800 SW 44TH AVE. • • • O • * ; • * e OCALA, FLORIDA 34474 • O • • • • • • • ..qq yy w °� S z TITLE; EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT so* e : • • •: • • • • • • • THE INFORMATION CpNTAME61N TWARYAN OCWDE IS THE TIAL,OLFPROPERTY/14F O�U9TOM p+� d��Q ..........lh t? X � > or • 8300 5ro51d007 • • • • sees • • e • • �YJRTREN PERAQ(&410N OFCUBTOM N60W 8Y8T6MBNDGVV SYSTEMS, INC. ANY REPROWCTION IN PART �NIC.98 PROF48RFD. THE ,4#4, iONA„ 4�� PVC FIXED LITE V. ' fT 1:2 CWS -189 B 7OF8 Item # Part # Des.cri 'on Vendor Material 1 H-60066 Fr., PW,.Main, Head Mikron PVC 2 H -6006B Fr., PW, Main, Sill Macron FVC 3 H -6006B Fr., PW, Main,.L. Jb. Macron FVC 4 H bQ06B Fr., PW, Main, R Jb. Mlkron FVC 5 H 60d6A Fr. Main PV Fin Myron. PVC 6 P-3113 Screw Support forPVC Team Plastic Rubber 7 • P-3352 Set. B11c., 85 Dur., 1/8" x5/8" x2" I�> FnankLowe Rubber 8 Perfect Glaze "H", S11caFlex552 Henkel l S>1ca Silno icone 9 P-3752 Ca .Plug, l/2" Hole M&M Nylon 10 S-6064 Glz• Bd., Fxd. 1" O.A. I.Cz Micron PVC 11 GLASS- See. Sheet I 4 FRAME CORNER CONSTRUCTION 3'119° 1 rol2 21118" 3 , 4 CORNER WEIR (ALL SIDES) PVC FRAME FLANGE - H 9609 S 3 118" 27 » • -moi 1,060 ,,,,, ,- � ��° PVC FRAME'FIN - H 6003A 1 ' 114" g 3118" 1N8" 71W � IT PVC OLAZEBEAD- SM SCREW SUPPORT - P-3113 1 •••••• • • • • • • • • • B UPDATED PER 2010 FBC 12/612011 • • • • • L.UCASA. TURNER, FLP.E: 56261 AlUPDATED PER NEW FBC REQUIREMHNT8 710712008 • y,�,�YyNur/rr/�t� •••• • • • Osseo• *N¢ .........p ••s• yy�•,i1.�kGLAFy'l'" IN1VIIJD AS • • • • • rF; No 5$201 ., 31 0 1800 SW 44TH AVE. • • • O • * ; • * e OCALA, FLORIDA 34474 • O • • • • • • • ..qq yy w °� S z TITLE; EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT so* e : • • •: • • • • • • • THE INFORMATION CpNTAME61N TWARYAN OCWDE IS THE TIAL,OLFPROPERTY/14F O�U9TOM p+� d��Q ..........lh t? X � > or • 8300 5ro51d007 • • • • sees • • e • • �YJRTREN PERAQ(&410N OFCUBTOM N60W 8Y8T6MBNDGVV SYSTEMS, INC. ANY REPROWCTION IN PART �NIC.98 PROF48RFD. THE ,4#4, iONA„ 4�� PVC FIXED LITE V. ' fT 1:2 CWS -189 B 7OF8 Item # Part # Des.cri 'on Vendor Material 1 H-60066 Fr., PW,.Main, Head Mikron PVC 2 H -6006B Fr., PW, Main, Sill Macron FVC 3 H -6006B Fr., PW, Main,.L. Jb. Macron FVC 4 H bQ06B Fr., PW, Main, R Jb. Mlkron FVC 5 H 60d6A Fr. Main PV Fin Myron. PVC 6 P-3113 Screw Support forPVC Team Plastic Rubber 7 • P-3352 Set. B11c., 85 Dur., 1/8" x5/8" x2" I�> FnankLowe Rubber 8 Perfect Glaze "H", S11caFlex552 Henkel l S>1ca Silno icone 9 P-3752 Ca .Plug, l/2" Hole M&M Nylon 10 S-6064 Glz• Bd., Fxd. 1" O.A. I.Cz Micron PVC 11 GLASS- See. Sheet I i 0000•• •••••• •••• • • 0000 0000•• • 0000•• •• • • •• • • ••• 0 • • 000• • • • • 0000•• • • 00.0.0 • • • •• 0000•• •• • 0000• • • 0000• ••00.0 0000•• • • • 00000: 6066:0 • 0000 000046 0 0 i CONCRETE/MASONRY BY OTHERS BY WOODSUCK 1 3W MIN EMBEDMENT OTHERS BY ]D] SEALANT BETWEEN BUCK (A1 114" MAXSHIM---aaa{{ • b.,' 2 9V WOOD BUCK AND OPENING BY OTHER 3 • ° 3 �j {�-•– [� MAXSHIM Ig] • . p BY OTHERS [A] SEALANT BETWEEN BUCK INSTALLATION ANCHOR, 16" DIA' •q I IE I ' '• AND OPENING BY OTHERS MASONRY ANCHOR WI WASHER , ' ►' • 7ja MIN. EDGE DIST, • THRU SCREW SUPPORT q 4 p p [DJ 21/2,• MIN. EDGE DIST. IC] . INSTALLATION ANCHOR, ° q • 4 ;*A #10 WOOD SCREW WNVASHER ° ° • s • •THRU SCREW SUPPORT CONCRETV ' • • 21= MIN. EDGE DI8 4 4 . ► IDI iMASONRY • BY OTHERS p. A :. a . a MIN. EMBEDMENT . a 2 By BUCK ' p ' ..o . s . A a A [C1V� . . • BY OTHERS 4 q •• 4•Qb'4"' [A] EXTERIOR FINISH •� • �R. � I' SY OTHERS • a • '("i a s P• P 1 BY WOOD BUCK BY OTHERS [A] SEALANT BEHIND" �• SEALANT BETWEEN BUCK 1 V4o MIN EMBEDMENT FLANGE BY INSTALLER AND OPENING BY OTHERS [C] �� PERIMETER SEALANT PERIMETER SEALANT PERIMETER SEALANT EXTERIOR FIN]SH BY INSTALLER BYINSTALLER BY OTHERS EXTERIORFINISH BY INSTALLER BY 07H£R8 SEALANT BEHIND 114" MAX SHIM %� HORIZONTAL SECTION_HORIZONTAL SECTION FLANGE BY LH7 a FRAME {AAASONRY) 8 FRAM O INSTALLER TE: HEAD AND JAMB INSTALLATION ANCHOR, IMILAR FOR 2BY INSTALLATION. lHOWN 3118" DIA. MASONRY ANCHOR ILL INSTALLATION SAME AS W/ WASHER THRU SCREW SUPPORT BELOW, (C] INSTALLATION ANCHOR, 3/18'DIA.MASONRY ANCHOR 9EALANTBEHIND WI WASHER THRU SCREW SUPPORT ' FLANGE BY 13 LCl INSTALLER Ell 1—il--I 114" MAX. SHIM {TYP) PERIMETER SEALANT BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS Do ' °• ' EXTERKRFINIoBDH ° D � BY OTHERS D g® •� . D. Ilk SEALANT BEHIND INSTALLATION ANCHOR, LSHRRR °D 1114' MIN. EMBEDMENT IT NSALLLERR vdWAHUSCREW m� o D •g SUPPORT ]C]D ° D ' O ' ° D °�D e ' ° e ' ° - REFERENCE NOTES: PERIMETER SEALANT D . • D° ° °DDD o D • ° D [!t] SEE NOTE 10, BHT 1 INSTALLER • • 114" MAX SHIM (B] SEEBY BHT 2 NOTE �4, • • 2112^ MIN. EDGE INET, [�C] SEE NOTE SHT 2 • � R FINI31•� • e • BYO CONCRETElMASONRY (fYP) @]SEE NOTE 8. BHT 2 BY OTHER8 [E] SEE NOTE 8, BHT 2 ALTERNATE PRECAST DETAIL ° L s/rD1 tti d ll.i SILL SILL FRAME • a o SY OTHERS Q— {MASONRY} p a • °(. ae �• ss� a J!' 13UPDATED PER 2010 FBC 12/8/2011 • • a P • • • • AA �•"� �• i • •• P• P'•AaO� p OA•p USE SOLID WOOD a •a°pe• SUPPORT LUCAS A. TURNER FL P.E. 88201 AlUPRATED PER NEW FBC REQUIREMENTS 7107/2008 A•p•�p e� ° P. •e •' • e a .• jjeA y • a p • p"P SILL LEVEL BYOTHERS e • • • u99tli ' �k4f1 l/r! • tae•pAi •!t ••�'4l •: AO••P•a�•. P"DREtV �A• •• •s. A~ a s •• wti •v�GEcV$ ;��°g K • • • e • s • • • 1 114" MIN. EMBEDMENT �a~`Cam :a9201 •` 1900 SW 44TH E34474 •cotvcRE?9kAURY • • • 0 0:BY OTHER • •See (C( 6 * OCA 2� MIN. EDGE DIST. OCALA, FLORIDA } • Eq j. a M ftL•8ECTIONI 9,81 ,t �` a �• AT a oR Cv INSTALLATION THRU FRAME -LARGE MISSILE.IMPACT • • • • w • e e VASO RYj • ,�� PROPRETARYAND 00*1DENTIAL 12!14111 �OM ' �� •: c b R t +!�e�� 8300 DE 6105/2007 • i • • TI -E INFORMA'nON CONTAINED IN THIS ORAWNG IS THE SOLE PROPERlY OF WINDOWNO CWS -169 9 WHOLE W TTHOW THFTHE i�$+ppj i ��1 PVC P1XED LITE NTS** SYSTEMS. INC. ANY REPRODUCTIONINPART. • • • • • • • I N USTOMDUCTIWINDOW BN INC.OR HST B 80F0 ' r t • • ••• • • 6666•• 6666•• • • 6666•• • • • 7 •• • •1166 • 1116• •••••• •0.1•• • • • 6 6666 •60.00 • 6666 _jj= MIN. EMBEDMENT [El ' INSTALLATION ANCHOR, SHEATHING #8 WOOD SCREW ANCHOR BY OTHERS WIWASHER [EI BYYIINSTALLLANT ERNDFIN �jr e'•� ;ti "—L 1/4° MIN EMBEDMENT WINDOW WRAP LEI BY INSTALLER 1K' MAX SHIM [Sl 114° MAX SHIM @1 Eq 114" MIN EMBEDMENT WINDOW WRAP �— BYINSTALLER • • • ••• •• '$e. BYO' ERTERIOR FBJIBH • [A] BY OTHERS* • • • • t t • • • • • e• INSTALLATION ANCHOR, • •°• •*8 WOOD SCREW ANCHOR • • • Wl WASHER SEALANT SEHIM FIN •• •s LEl • • •� INSTALLER • • • • • • • • 1 112" MIN. EMBEDMENT • • • s SHEATHING • • *SHEATHING • ego*** 10 ••SYOTHERS 0 0000•• 0000 • • � • •000• ••• E VERTICAL SECTION • • • • ••i•• a FIN (W D) • • • *go 0*00 000 114' MIN EMBEDMENT 2 BY WOOD BUCK LEI BY OTHERS 114° MAX SHIM LAI LSI INSTALLATION ANCHOR, t96 W000 SCREW ANCHOR W/ WASHER (� 1J= MIN. EMBEDMENT p ATHING 7THERS EXTERIOR FINISH ° '• °O i °d •• } BY OTHERS SEALANT BEHIND FlN WINDOW WRAP BYINSTALLER BYINSTALLER PERIMETER SEALANT BY INSTALLER F HORIZONTAL SECTION 9 FIN (WOOD) FRCPRIETARYANO CONFIOENTAL 12/1.4/1.1 THE INFORMATION COWAMED IN TEAS DRAWMO IS THE SOLE PROPERTY OF CUSTOM VWNDDW SYSTEM9, MC. ANY REPROCUCTION IN PART OR AS A WHOLE WITHOUT THE %%7tn TEN PERMf9910N OF CUSTOM WINDOW SYSTEMS, INC. IB PROMBITRD. i REFERENCE NOTES: IAI SEE NOTE 10, SHT 1 I LSI SEE NOTE 253, SHT 2 CSEE NOTE 4, SHT 2 SEE NOTE S. SHT2 LE1 BEE NOTE 8, SHT 2 J ../... .... . . ...... .. /. ...... • e • •w1.1• •1111• • • R • •IIt .11111 • • • s • • J MIQMi�DADE MIAMI-DADE COUNTY L +I PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.my/pera SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 rea7uesf51& 80ding 1146W. This NOA revises and renews NOA # 10-1004.01 and consists of this pgge 4agJ ev dancL f a9w E-1 and E-2, as well as approval document mentioned above. • • • • • • ...' The submitted documentation was reviewed by Manuel Perez, P.E. • ••• ••• ••• • • • • • • • •• • • • • + • :. X001101 1-0221.09 • • • lExpirati5n Ddte: N61ember 21, 2017 1 °e �l Approval Date: April 26, 2012 ♦Y• • • • Y•• • Pagel • • • • • • •• • • • • • •• • • • ••• • •• •• • • 046 0 0 f••• • 1 ••i•f• •I•• • • • • • • • f • i •• • • • • ••sa•e •s ss •�s•s• • • e • ••ssss wsssss • c • • ssss •ssss• s • •s•s• s ssss • • •ssss • •• •ssss• • • s • • ••sss• •• • •• •• • r • •ssss• • • • • •ssss• • • • • •s•••s • • • • a ss••se • • a • • • •• SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ' along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4107, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single + hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07=101.6.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #10-1004. 01) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) ....... . .. .. . ......... . •• •;• 000 4Mienpel P.E. • • re du ;lion 1•Ex Iner ..: : • ' •' NOA NOS 1.09 Expiration Date: November 21, 2017 Approval Date: AprI126, 2012 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • 0000.• • • • • 0000•• 0000•• • • • •• •• • •• 0000•• 0000•• •• • 0000• •.•s • 0000• s • 0000•. 0000 • • • • 0000.• Soo:** 0000•• •• .• 0000•• •• • • • • • • •••0 0000•• 0000 SIW Impact Windows LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December 05, 2011, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion — L.M.I., approved on 11/11/10 and expiring on 11/21/12. .. ... . . •. • • .. .. ... menu el ger * . ProAct Contr& spm r • : :. . NOU 1Qo. i2- .09 Vzpiration Date: 9ovem6er 21? 2017 Approval Date: April 2b, 2012 E-2 ... ::... . . . . . .: . . . . . .. .. . . . .. .. ... . . . ... . . MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AN CAN BE USED WITH ALL MIAMI—DADS COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. TUBE UWQN - I IINION PROPERTIES W Y • i�fiiTES: • • • iHiS PRODUf.'I �UIS�E� DESIGNEQQ AND TO COMPLY WITH THE • UIREMENTS CF THE ORIDA Bl1�.D�INr. CO�OTO EDITION INCLUDING HIGH VELOCITY HUjRICANE ZONE (We • • • ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE •&VUCABLE 8WISING 60DE REQUIa7EN5%LE, WIND LOAD, WATER INFILTRATION& FORQED•ENTRY RiBISTA)ACE. SAFEGUARDS ETC. • MD BUCKS Ilt OTHM. MUST Be Ak"" PROPERLY TO TRANSFER 6O9DS TO THE STRUCTURE• 0000 ANCHORS SHML.SS •SPISTED, SPAOW AS SHOWN ON DETAILS, EMBEDMENT TO 0:3ASE MATERIAL SHALLIBE BEYOND ^& CWERING (STUCCO, TILE ETC.). • ANYHORING CONOMONS OTHER THIN11HY6• SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL • • R LVAD DURATr Iick% IS USED IR M44 bt ANCHORS INTO WOOD ONLY. MATERIALS MING BUD NOT LIdITEO >�} ETAL SCREWS, THAT COME INTO CONTACT WITH OTHER D6SL MAT" FLAY. MEET THE REQUp2EMENTS • QP•2010 FLORM6 414% CODE SECTIOWOD3.5.4 0 • 6.000 L -11 000—H MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING L G.1•>_ USE CHARTS AND GRAPHS AS FOLLOWS. STEP 7 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 4 FOR PARICUTAR OPENING. STEP 2 USE MINA—DARE COUNTY APPROVED CtAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT STEP 3 APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIFD IN STEP I ABOVE.. USING ANCHOR TYPES ON SHEET 5 THRU 7 ANDANCHORCHARTS STEP 5 ON SHEET 4. SELECT ANCHOR 1YPE WITH DESIGN _RATING MORE THAN THE DESIGN LOADS SPECIFIED IN sirs I AWVF, JOT msr: w ym rv,mw. PRODUCTRMSEID FlCAN $538ofi92 �cavift Wm IdIle NaliLiB BlriidBt �7 U z JO 3 w 8j Z -� 0 Z Z a$mN �} a V)0) irowing no. M07-04 1 X 3 STD, MULLION 6063-T6 �j 1.000 125 TYP. 4.000 Ll L --j I 1 X 4 STD. MULLION 6063-T6 2.606 2.ODO --j 125 .260 TP. TYP. 4.000 4.000 2ic4 2X4 STD. 61QLt10R • • • • 8083—TB • 76 �I 1.000 .375 T-- .125- 4.000 .375 1 X 4 CUSTOM MULLION 6063 -TB 2 X 6 �Q MULLION 6063-76 1-1/4 X 4-1/2 CUSTOM MULLION 6063-T6 2 X 6 HEAVY MULLION 6063 T6 NOTCH OPTIONAL 0 0 MULLION CLIP (6063-T6) (ALT. TO ANGLES) CLIP LENGM MUST BE CUT TO FIT SNUG INTO 29Y TUBE MIJWONS. NOTCH OPTIONAL .126 000 Imo. My' • 0909•• 2. • .. •09.66 •••• ANGLECSP •0s. owes •wee•• s • .6• • • 9900•• 000 69..06 :90000 :a-***- ••• 0900 •so e �I 1.000 .375 T-- .125- 4.000 .375 1 X 4 CUSTOM MULLION 6063 -TB 2 X 6 �Q MULLION 6063-76 1-1/4 X 4-1/2 CUSTOM MULLION 6063-T6 2 X 6 HEAVY MULLION 6063 T6 NOTCH OPTIONAL 0 0 MULLION CLIP (6063-T6) (ALT. TO ANGLES) CLIP LENGM MUST BE CUT TO FIT SNUG INTO 29Y TUBE MIJWONS. NOTCH OPTIONAL .126 000 Imo. My' �^ WMADp 7M PRODUCfREWMIDCIVIL as -WA RUM 383 9. C�06 thO Ampt=m No . ', exDUeBnu Uafa ,y TdBy p� drawing no. `" 61p1� M07-04 Ph --t 2 of 7 2. Fes --2.000---d ANGLECSP 6063-T6 �^ WMADp 7M PRODUCfREWMIDCIVIL as -WA RUM 383 9. C�06 thO Ampt=m No . 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(661) 274-9392 M (561) 274-9262 P v b b b b b Po b b b b b b b • •••6••��•yyy ••• • zti* C En b b o b b b b b o b o b b o 0 0 00 :0 rn �b"bld b b *a Yi b b b 36 :0 b bcu o 0 o b b b o rn v •• • • C�',�'I• 2 ••• •• V , z p m y iD Z $ NO .� Z --1-1y s ¢ ldatm 10-01-07 CA � • e�tm 1/2' = 1' P. l �4 'P P ddlk. bY• IMl1N mm mm pp m1N m W N 0 e K % 1 4 F o o (� yy m pv V� P i w� v� $�� + CQ i0 V N N? b U+ b 4 y ww p Y �i :tb p 'P P I I 1 I •wi iJ ±° �+ P' N m ilO m a W m o a b v !R. my Oa +boio :�L GFnmb+vuo >n rU JLUi. mto>o boob op I b uy t0y,� 0 0 O 1 tq o b ;` r U+ Fa to b b o btob mabbbob mUbboob /„999iiiA m m V m+"'Jv m m+r rr r r + •Cm g aPa� b, III bb,b'`3.w�+ N�' bbb+bbbb�2bbbb''�3e+bc x . N I. (v�� (�� (r��,(byy +ww` (U// (m�� (G�� '-. o yo o ((off� m (w�� (off� r (b..�� yo yb (bb byy is :I (b�b b yb (b.� y NN r A � O "' m a I • a I t I 1 1 1 7e m m tD to a in 5e L io C'. 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(661) 274-9392 M (561) 274-9262 P v b b b b b Po b b b b b b b b b b b En b b o b b b b b o b o b b o 0 0 p rn �b"bld b b b b Yi b b b b. b b b b b e b bcu o 0 o b b b o rn v M 0��5 ;yb',�alrtjC��ybe7;� V , z p $ $ s ¢ ldatm 10-01-07 CA � • e�tm 1/2' = 1' P. l �4 'P P ddlk. bY• IMl1N mm mm pp m1N m W N 0 e K % 1 4 F o o (� yy m pv V� P i w� v� $�� + CQ i0 V N N? b U+ b 4 y ww p Y �i :tb p 'P P I I 1 I •wi iJ ±° �+ P' N m ilO m a W m o a b v !R. my Oa +boio :�L GFnmb+vuo >n rU JLUi. mto>o boob op I b uy t0y,� 0 0 O 1 tq o b ;` r U+ Fa to b b o btob mabbbob mUbboob /„999iiiA m m V m+"'Jv m m+r rr r r + •Cm g aPa� b, III bb,b'`3.w�+ N�' bbb+bbbb�2bbbb''�3e+bc x . N I. (v�� (�� (r��,(byy +ww` (U// (m�� (G�� '-. o yo o ((off� m (w�� (off� r (b..�� yo yb (bb byy is :I (b�b b yb (b.� y NN r A � O "' m a I • a I t I 1 1 1 7e m m tD to a in 5e L io C'. I I F i 1 1 I I 1 1 1 I l I I I 1 1 t I 1 1 p E 0 A e ® y� ro$ l N I 1 1 [ r l 1 I I I I I y 906 = + b i+ }+ tp r + 1e i� ie b m (J J Q •C d+ a b'110x Fn 6iabmLbvinmm+mmvaboaomiw�m� b b m o b��Loo'+b��N�`�'m000�m�$�voobo.Cm z ALUMINUM TUBE MULUQNS AL FAROOQ CORPORATION' A 10&17ml 1 tMUM FOR 2W7 FOC S EIN IMPACT WINDOWS. I.I.C. 9 D TE1. (661) 274-9392 M (561) 274-9262 8 0928.10 so CHMM TM SHEET C 120&11 IO CM GE 7H6 sF{EET ENGINEERS & PRODUCF DEVELOPMENT 1298 S.W. 87 AVE 75 S. CONGRESS AVE X102 MLAN% FLORIDA 33174 C ELRAY BEACH, FL 33445 TEL CJW 264 -BCM FAX t=S)2624307S .• 000 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WINDOW DIMS. I ANCHORS TYPE WIDTH (W) WIDTH (VO MULL SPANI A B C D 19-1/8" 26-1/2" 30" 37" 42° 48" 54" 60' 66" 72' 38-3/9" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 120.5 130.0 130.0 130.0 108.1 130.0 12&7 130.0 92.9 130.0 112.6 130.0 82.6 130.0 100.1 130.0 74.3 120.1 90.1 130.0 97.6 109.2 81.8 130.0 61.9 100.1 75.0 130.0 19-1/8" 28-1/2° 30' 37' 42" 48" 80" 66" 72" 50-5/8" 130.0 130.0 130.0 130.0 127.5 MOM 130.0 130.0 112.8 130.0 130.0 130.0 81.3 130.0 110.7 130.0 80.5 130.0 97.5 130.0 70.4 113.8 852 130.0 82.8 101.1 78.9 130.0 56.3 91.0 68.3 130.0 812 82.7 52.1 74.8 46.8 78.9 56.8 113.8 19-1/8' 26-1/2' 30" 37' 42' 48" b4" 80' 66' 72' 130.0 130.0 130.0 130.0 102.8 130.0 124.2 130.0. 90.5 130.0 109.7 130.0 73.4 118.8 89.0 130.0 64.7 104.5 78.4 130.0 56.8 91.4 88.6 130.0 50.3 81.3 61.0 121.9 73.1 54.8 109.7 88.5 49.9 [::1377 89.7 61.0 45.7 91.4 19-1/8' 28-1/2' 30' 37' 42' 48' 54' 80' a. 7t 74-1/4' ; • • • • 120.8 130.0 130.0 130.0 88.8 130.0 105.4 130.0 789 124.1 1 93.1 130.0 62.3 100.6 75.5 130.0 849 88.7 88.5 130.0 48.0 77.6 58.2 116.4 42.7 89.0 51.7 103.4 3&4 62.1 48.5 93.1 .9 56.4 42.3 84.6 • 320 dI.7 •38.8 77.8 .• 000 • • • • • • A LOADS ARE EXT.(+)/INT.(-). • • AWY ANCHOR, Ift IT'ION SHOWN HEREIN MAY COVER • LOWONS A" MCAD! SILL OR JAMB ENDS. FOR 41NCHOR9 9ESCRIPTION SEE SHEETS 5 THRU 7. •: tI"*POLATb" KEEN WIDTHS OR SPANS ALLOWED) • •••••• • �iORS 00000 0 0 ANC DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE WIDTH (W) WOR1 (W) MULL SPAN A B C D 19-1/8" 26-1/2" 30' 37' 42' 48" 54" 6o° 88' 72' 78" 114.7 130.0 130.0 130.0 82.8 130.0 100.3 130.0 73.1 118.2 68.6 130.0 59.3 95.8 71.9 130.0 52.2 84.4 63.3 126.6 45.7 73.8 55.4 110.8 40.6 85.6 492 98.5 36.6 89.1 44.3 88.6 33.2 53.7 40.3 80.6 30.5 49.2 36.9 73.8 19-1/8" 28-1/2' 30' 37° 42" 48' 94' 80° Be. 72' 84" 106.5 130.0 129.1 130.0 76.9 1242 932 130.0 67.9 109.7 82.3 130.0 55.0 89.0 66.7 130.0 4&8 78.4 589 117.8 42.4 68.6 51.4 102.9 37.7 61.0 45.7 91.4 33.9 54.9 41.1 82.3 30.9 49.9 37.4 74.8 28.3 45.7 34.3 6&6 19-1/8' 26-1/2' 30' 37" 42" 48' �� 8B' 72" 86" 932 130.0 112.9 130.0 67.2 10&7 81.5 130.0 89.4 96.0 720 130.0 48.2 77.8 58.4 118.8 42.4 68.6 51.4 102.8 37.1 80.0 45.0 90.0 33.0 53.3 40.0 80.0 29.7 48.0 36.0 720 27.0 43.6 32.7 24.8 40.0 30.0 60.0 19-1/8" 26-1/2" 30" 37' 42" 48" 54' 60" 88' 72" 1 108" 82.8 133.9 100.4 130.0 59.8 96.6 725 130.0 52.8 65.3 84.0 128.0 42.8 89.2 51.9 1039 37.7 61.0 45.7 91.4 33.0 53.3 40.0 80.0 29.3 47.4 35.6 71.1 26.4 42.7 32.0 64.0 24.0 389 29.1 58.2 22.0 35.6 26.7 53.3 • • • • • • A LOADS ARE EXT.(+)/INT.(-). • • AWY ANCHOR, Ift IT'ION SHOWN HEREIN MAY COVER • LOWONS A" MCAD! SILL OR JAMB ENDS. FOR 41NCHOR9 9ESCRIPTION SEE SHEETS 5 THRU 7. •: tI"*POLATb" KEEN WIDTHS OR SPANS ALLOWED) • •••••• • �iORS 00000 0 0 ANC DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D 19-1/8" 26-1/2' 30" 37' 1. 48" 54" 80" 66" 72" 120' 74.8 120.5 90.4 130.0 53,8 86.9 65.2 130.0 47.5 76.8 57.6 115.2 38.5 82.3 46.7 93.4 33.9 54.9N26.2 82.3 29.7 48.0 72.0 26.4 42.7 84.0 23.8 38.4 57.6 21.6 34.9 52.4 - 32.0 4&0 19-1/8" 26-1/2" M. 37" 42" 48' 54" 60" 68' 72" 132° 87.8 109.5130.0 4&9 79.0 59.3 118.6 43.2 89.8 52.4 1 104.7 35.0 56.6 42.8 84.9 30.9 49.9 37.4 74.8 27.0 43.6 32.7 55.5 24.0 38.6 29.1 68.2 21.6 34.9 262 52.4 - 31.7 23.8 47.6 - 29.1 219 43.6 19-1/8" 26-1/2" W. 37" 42" 48" 54' 144° 82.1 100.4 75.3 130.0 44.8 72.5 54.3 108.7 39.8 84.0 96.0 321 51.9 77.8 2&3 48.7 120.7 689 249 40.0 60.0 22.0 35.8 53.3 TYPE OR D PROOUOT III MAZING PRODUCT MULLION 0 ro V) 0 �o 3 4 LiCLNSM LL Z c0 an a 5 A vs U) TYPICAL MULLION -ARRANGEMENTS' - WIDTH (W) o Wt + wz Engn JAYAfi PROb1ICCRBVfBBp °1 2 FIA PE 70592 Bayilft-miam CatteWitd iha FlellQ9 0 DAN. fi laal aD / /% ,5 Z0, 1pp c - 139tami PA)" drawing no. �.� �. ,, • . M0�4 1/4" DIA ULTRACONS Ed. 2 PER CLIP (1 ON EACH NTNG) t --------- WOOD BUCK �lAll, F1Ai 1/4" DIA 2 PER CUP (1 ON i CUP CLIP sees• I I 1 I� • sees•• ANCHOR WOOD WOOD STRUC 1/44 DIA- ULTRACONS "AMN(GlILE $14 SMS 1-3/8' O.C. MIN. 2 PER ANGLE o rjo � W S ZcJ Z21 W Z aUm t4 x�e" � g�}! ANO LL N. L- 1/4' DA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. a MIN. EDGE DIST. MIN. EMBEDMENT WOOD BLOCK CONCRETE 2-1/2' 1-1/2° ALL CUPS AND ANGLES TO FIT SNUG IMO TUBE MULLIONS. ] W g & CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTAM COATINGS. SUCH AS BITUMINOUS PAINT OR l COM - 1-1 WATER -WHITE METHACRYLATE LACQUER. Ergs ,uvAO AHMAO PROMX'rRBVIMD ,u c CNIL aaaonmErlaawtEhtNeF1� � }� FLA X838 CAX. 70892 ' • . • ==N Date 17 � drOWing no. •• I ,• . M07-04 • ��,.••;' sheet $ of 7 11I II t ••• I�� _ • •• •• • • v o' 4 M • • 0 • 4 v �o d • • jb' •• • •1/4• DIA uIRM/eOR� ! Pot CUP•(1 ON EACH WWG) • • 0 • • • • ANCHORS TYPE 'A' �••• _sees_ 0• WOOD WOOD STRUC 1/44 DIA- ULTRACONS "AMN(GlILE $14 SMS 1-3/8' O.C. MIN. 2 PER ANGLE o rjo � W S ZcJ Z21 W Z aUm t4 x�e" � g�}! ANO LL N. L- 1/4' DA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. a MIN. EDGE DIST. MIN. EMBEDMENT WOOD BLOCK CONCRETE 2-1/2' 1-1/2° ALL CUPS AND ANGLES TO FIT SNUG IMO TUBE MULLIONS. ] W g & CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTAM COATINGS. SUCH AS BITUMINOUS PAINT OR l COM - 1-1 WATER -WHITE METHACRYLATE LACQUER. Ergs ,uvAO AHMAO PROMX'rRBVIMD ,u c CNIL aaaonmErlaawtEhtNeF1� � }� FLA X838 CAX. 70892 ' • . • ==N Date 17 � drOWing no. •• I ,• . M07-04 • ��,.••;' sheet $ of 7 1/4' DIA ULTRACONS 4 PER CUP {1 ON EACH WINO) 1BY WOOD BUCK 1/4' DIA. ULTR CUP (1 DIA EACH WOOD BUCK OR WOOD STRUCTURE 1/4' D 2 1" ANGGLE INO CLIP / L U `ALUM x t 8" 114 SMS 2 PER ANGLE I I 1/4` DIA. 2 1/4' DIA. ULTRACONS t/4" DIA. UL Ed. 2 PER CUP (1 ON EACH WING) I PER AN '•t4. MIN.. va 've c° er 11 11 I I pLv! FLOATING CUP I I eI I 114 SMS JL --------- I 1 I I 2 PER ANGLE 1 I 2 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1-3/8' BLOCK i 2-1/2' 1-1/4" CONCRETE 1 2-1/2" 1-1/2' . ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU—RESISTANT COATINGS, SUCH AS BITUMINOUS PAW OR WATER—WHITE METHACRYLATE LACQUER. A IULTRACONS 2 PER CUP (1 ON EACH WING) TRACONS GLE n O a 2K2K 1/8• ALUM ANG O Q < g 04 W Z ((]� O J0 N H W g g UU ZUm N � may} a 1n0)C PROD=RBVI= S •a g aswmDtyingvMhdwFfmtb ? SgiJ '. 17�d1d6ig Coda Fxpi�Data, � � drawing no. M07-04 ahaet g of • � ••: .•• •00••••t1o •!•• of 00 ••�LOTON ijII1 ••••• 960• 00• •0• • 006 • • • • • AtJCHORS TYPE 'B' 0000 l••• 0iT • 1/4' D 2 1" ANGGLE INO CLIP / L U `ALUM x t 8" 114 SMS 2 PER ANGLE I I 1/4` DIA. 2 1/4' DIA. ULTRACONS t/4" DIA. UL Ed. 2 PER CUP (1 ON EACH WING) I PER AN '•t4. MIN.. va 've c° er 11 11 I I pLv! FLOATING CUP I I eI I 114 SMS JL --------- I 1 I I 2 PER ANGLE 1 I 2 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1-3/8' BLOCK i 2-1/2' 1-1/4" CONCRETE 1 2-1/2" 1-1/2' . ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU—RESISTANT COATINGS, SUCH AS BITUMINOUS PAW OR WATER—WHITE METHACRYLATE LACQUER. A IULTRACONS 2 PER CUP (1 ON EACH WING) TRACONS GLE n O a 2K2K 1/8• ALUM ANG O Q < g 04 W Z ((]� O J0 N H W g g UU ZUm N � may} a 1n0)C PROD=RBVI= S •a g aswmDtyingvMhdwFfmtb ? SgiJ '. 17�d1d6ig Coda Fxpi�Data, � � drawing no. M07-04 ahaet g of ...... .... . . • • • • • .f.. • . • • • 00 00 • • • .••i•• • i • i • Goo 3 iPER 1/4' DIA. ULTRACONS SMS 1/4' DIA. ULTRA 2 PER A x T" AN 1 14 S.M.S. 2/ CHANNEL TUBE MULLION LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG THICK ALUM CHANNEL INTO TUBE MULLIONS. LENGTH TO FIT SNUG • 4141 ANCHORS TYPE 'D' TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION • ••• • • •• � 4141• M07-04 • • s ACCESS HOLE, 4141•••• �41410 • • • • • •••••• �41410 4141 • 06 4141 • • • • • �41.41 • 4141 4141•••• • blow* • f0•• •41.0ff • • • • • 4141•• 0 4141• 4141•••• oleo: 00000 00:699 • . . •• 000 410640 0 • • luvww 0 1/4' DIA. ULTRA 2 PER A x T" AN 1 14 S.M.S. 2/ CHANNEL TUBE MULLION 1/4' DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST, MIN. EMBEDMENT WOOD 1'1-3/8' BLOCK 2-1/2' 1-1/4' CONCRETE 2-1/2' 1 -1/2 - ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAWT OR WATER -WHITE METHACRYLATE LACQUER MULLION 14 FH SMS PER CLOP FOR CHARTS A, B OR C 3 PER CLIP FOR CHART D 1-1/2' O.C. MN. INSTALLLEDDIINEITHER I 114 FH SMS PER CLIP I DIRECTION i I 1' O.C. MIN. I I I 1-3/4' X 2' X 1/8' (FOR 2BY TUBE 3/4' X 2' X 1/8' FOR t M I CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL fit METAL TO METAL CONNECTION y,rU n Q 9 $� n Z to O �C4 a 3 0 -� ger 4 oz z v z do a p, U m —V; #14 F.H2./ m. , e T,' AVAD PEEB'IMS2, 1/8' THICK ALUM CHANNEL FLA 8 LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION Prodmt OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY M07-04 1 I \'- ACCESS HOLE, 1/4' DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST, MIN. EMBEDMENT WOOD 1'1-3/8' BLOCK 2-1/2' 1-1/4' CONCRETE 2-1/2' 1 -1/2 - ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAWT OR WATER -WHITE METHACRYLATE LACQUER MULLION 14 FH SMS PER CLOP FOR CHARTS A, B OR C 3 PER CLIP FOR CHART D 1-1/2' O.C. MN. INSTALLLEDDIINEITHER I 114 FH SMS PER CLIP I DIRECTION i I 1' O.C. MIN. I I I 1-3/4' X 2' X 1/8' (FOR 2BY TUBE 3/4' X 2' X 1/8' FOR t M I CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL fit METAL TO METAL CONNECTION y,rU n Q 9 $� n Z to O �C4 a 3 0 -� ger 4 oz z v z do a p, U m —V; e T,' AVAD PEEB'IMS2, PRoDuc • RgytBgD .COP1YmS wIW the Fhdk b H FLA 8 BuRdnSCoda 21.09 AAcmpUmm NO Exomfim 1% qr�lM1am{ Prodmt drawing no. M07-04 sneer 7 or 7 ... . . . ... . . . ...... . .... ... . . . . ... . . ... . . . ... . ... . . .. . . . .. . . . . . . . . o .. • . . ... ... ... .. . .. ... .. . . . .. w . .. . . . . ... . • Florida Building Code Online {�',}.;<,i ;'}�- `t•, BMH— !Login l userRegistm on HotTopim l Busines :� - Professi - al Product Approval LAR: Public user Page 1 of -2 Ptotlln:t Aansovsl F9eiu > ProAe.+ or Aooli�tion�tNt > Aoolkatian List > Appikabipn D6fe11 FL # FL16736 Application Type Lucas A. Turner Code Version Application Status UApproved Comments Keystone Certifications, Inc. Archtved 0 Product Manufacturer Custom Window Systems Inc. Address/Phone(Email 1900 SW 44th Avenue Ocala, FL 34474 2005- 005ASTM (352) 368-6922 ASTME1996-06 ekoss@cws.cc Authorized Signature Michael LaFevre mlafevreocws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Cicala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cWs.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report 74 Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration pate 03/01/2020 Validated By Steven M. Urich, PE ASTM E1886-05 ® Validation Checklist - Hardcopy Received Certificate of Independence E 16736 RO COI EvalRen CWS -871 (HS -8200. 74 x 63. IMPACn.odf Referenced Standard and Year (of Standard) Standard • • AAMA/WDMA/CSA(1o1jI.S.2/A: ft08 •: ASTM E1300-04 • • 0.: • • : : • • • • : ::':2008• • 04 • • V:_– • • 29M ASTM E1886-05 2005- 005ASTM ASTME1996-06 2006 Equivalence of Product Standards• Certified BY PA/TAS 201/202/203 • • • •: • • • •• • • • • • • • • • •: • • • • • •: • • • • • • .1%9400. • • • •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• http://www.floridabuilding.arg/pr/pr app dtl.aspx?13aram--wGEVXQwtD6* oblo/olff&6�*• 1/19/%14 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitter[ 12/19/2013 Date Validated 02/25/2014 Date Pending FBC Approval 02/24/2014 Date Approved 02/216/2014 Summary of Products rl6 Page2 of 2 #Model, Number or Name Description 736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPAC', 74"x 63", XO of OX. Limits of Use Installation Instructions Approved for use ipq HVHZ: Yes FL §736 RO II CWS -871A {HS -8200, 74 x W. Approved for use outside HVH_ Z: Yes IMPACD.ndf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design -Pressure: +60/-60 Created by Independent Third Party: Yes Other. Largo Missile, 74" x 63", DP +/- 60 psf. Evaluation Reports FL16736 RO AE DuPont PVB NOA 13-0129 27.ndf FL16736 RO AE EvaiRen CWS -871A (HS -8200. 74 x 63, IMPACT).Def FL16736 NO AE Ouanex 4Mikron) NOA 12-1017 02.00 _ Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16736 RO Il CWS -869A (HS -8200+ 111 x 63, IMPACT),Ddf Approved for use outsWe'HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 'Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, 111' x 63", DP +/- 60 psf. Evaluation Reports L673k RO AF DuPont PVB NOA 13-0129 27 odf FL16736 RO DuPont AE S1322 NOA 11-067A 02, p F"L16736 RO AE EvalReD CWS -869A fHS-8200 III x 63 IMPACTI.Ddf PL16736 RO AE Ouanex (N- n) NOA 12-1017 02 odf Created by Independent Third Party: Yes Contact Us:: t940 North Monroe Sheet_ Taaahassee FL rtaao Phone: 850-487-1824 The Stals of Eiodda Is an ANEED employer. C.oevrioht 2007-2013 State of Florida.:: Pr1vac r Statement :: AccessiblRy Stat . wit :: &eW Under Florida law, email addresses are public records. 3 you do not want your e -mall address released In reWDnse 10 a publk-records request, do not send electronic mail to this entity. Instead, contact the oKice by phone Or by traditional marl. If YOU have anY QUeStiOn3, please MntaCt 350.487.1395. "Pursuant to Section 455.275(1), Swida Statutes, effective Octotier 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an ema6 address if UW have one. The emalis provided may be used for official communication with the hosnsee. However emall addresses are public record. V you do not wish to supply a personal address, please provide the Department with an emall address which can be made availaWa to the puWiz:76 detamdrre If you are a licensee under Chapter 455, F.S., please dick he -P . PrOdua Approval AOoeptS: • • • • • • • 69 0 ••• • ••• • • • • • ••• • • • • •• 0 • ••• • • 0 • • •• • http://www-floridabuilding.org(pr/pr app dtl.aspx?param=wGEVX'iwt�qu$ofii`%?,i[Zr�a6.?:9/19/2014 RNER;; • N 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3804574 FBPE C.O.A. #29779 Evaluation Report 871A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window,. Large Missile Impact . (HVHZ), XO or OX 74x63" unit size with design pressures of+/ -60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44" Ave, O la, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -871A, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3887-1, -lA, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/LS.2/A440 `08 3) Supplemental Calculations to support CWS -87M signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -871A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871A • 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.O.A. 13-0129.27 • Requires Quanex white rigid PVC frame extrusions per Miami -Dade N.O.A. 12-1017.02 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 manufactu nng 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. = ++�pppyT� p� `� • • • • Q124/2a14 SA ° ' +F° 'if ;l'ucas A.04 er; P.E. c' mrO R I;�_M� PL PE82ai' ffl--Ftf Io1110"': • t_ucas Turner 2O ig2.24 99:&84)5-00 e Goo • • • 0000•• ••see♦ • • • • •000.4 0000•• • • • •• •• • •• ••••4• 41 Goes** •• • Go•s• • so** • 0000• • • 0000•• 0000 • • • • 0000•• 0000•• • e • • •s•••• s• s• ••••G• •• • • • • • • G • 4 • 0000 •••G•s •• • • • • i • • • 1009 S W 44TH AVE. CCALA,FLORS7A 34474 - MAX SASH WIDTH ••• •• • •• •• s DESIGNP E BERATING ••• • s • • • k •• 0000•• 1900 • •0000• 0000 • • • ••• • • 0000 s • •0000• see Go • TAKS OF CONTiyNTS Lucca Tumar 0 0 0 O�ERALN 'ILLS✓!®LEVATIONB.•.�...._y......„........„„_.......1 2014-02-24 16:48-05 00 •�••� ANCHOR SC1iE8SIOTES....,__..........................................2 VI �OX” °XO° PROPMETARYANDCMMDENnAL 212412014 SECTION TILT. FRAME & GLAZING 3.4 EXTRUSIONS & BILL OF MATERIALS ................... „............ _....... 6 THE INFORMATION CONrAH ®INTHIS DRAVOM ISTD $CLE PROPERTYOFCUSTOM WINDOW SYSTEMS, INC. ANYREPRODUCTION IN PART ORA$ A WHOLE W ITHOUTTHE. INSTALLATION DETAIL ....... _ .......:.............................................9 8 WRITTEN PERMISSION OF CUSTOM W ENDOW SYSTEMS, IM IS FROHISMED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBq, CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2: GLAZING OPTIONS: (SEE SHEETS) 3, APPROVED CONFIGURATIONS: °QX°, "XO° 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. 6. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9$ FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED'FOR WOOD ANCHOR CALCULATIONS. S. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT. BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. T. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEADISILL. 8. SERIES I MODEL DESIGNATION HS4200. S. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, O = FOXED SASH 11. SECTION CALLOUTS FROM ax ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS =114” X 1” LOCATED 4° FROM BOTH ENDS A. TURNER. FL NA 58201 `�� _# Us':^ STATE OF Pu R-.* A.,'s P.":'�.�"' x•01. �s� 1009 S W 44TH AVE. CCALA,FLORS7A 34474 E GENERAL NOTES & ERIE& HVHZ MOD�saao PVC HORIZ.SLIDER - LARGE MISSLE IMPACT ADE DA ' -11114113 NTS °' °a CWS -971 A s lora • a . •••ie• .oe.•. • • .iCei • •e•• • C ♦ • a • s • s • •••••• •••• • • • 12 ire 121 MAX C MAX CENTER TTOCENNTERRR 8" TO CENTER MAX , // I I X f i 3" 3" 4" 'j ) (aHEEI 6) BEE NOTE 6 � �) 8" 6' (SHEET 4) SEE NOTE 2 MAX (TYP) FT F 6" MAX (TYP) -:- - - —i I SHEEr4) 4MAX('M') —J: 17• MAX I MAX 0.0. ) O.C. MOP) � t I f 1 1 ^ I 1 I INSTALLATION (SF1EE14) (SHEET B) ANCHORS 3YP. L= INSTALLATION ' ANCHORS TYP. D OUT- ANGHOR t AYOUT- (FIN) CHCOARUT- �mw�.wtiw hYo� Hpl NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQR3 AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR WOOD, AND 116" FOR METAL USE SHIMS WHERE SPACE GREATER THAN 1110" IS PRESENT. 3. LOAD BEARING SHIMS $HALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED, 4.3116° DIA. ITW BUILDEXTAPCON YANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MRV A MINIMUM OF 211V SHALL BE ACHIEVED IN EITHER DIRECTION. 6.. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318° INT0.2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7i6' SHALL BE ACHIEVED IN EITHER DIRECTION. S. 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 lir INTO BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 7116" SHALL BE ACHIEVED IN EITHER DIRECTION. T. #10-16 ITW TE" ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. • •• • S. ALL i STALL A NWDRS (NUS 8E W&DE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. • i 61tif AR MA B dR MATERI S WlUt) TACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. • 9. INSTALLATIONi)Y*MISHAU. SE TN ACCORDANCE W mi ANCHOR MANUFACT'URER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL • !9V MIUSED W SbBSTRmsia V m4iiTREN©iHa LESS THAN THE MIN IMUM STRENGTH SPECIFIED BELOW. Ludm A TURi4ER FL P E 68209 A CHANGED EDGE DIST FROM 114° TO 7116° 2!061201 • • • ;iL N" �,)4.... DREW +�®INSTALLATION A!}CHOR GAPACI)TL3?�DFlRRODUCT3 HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: Tip{p e • • &"OD - MINIpp1�W S CIFICP 8 G-0.65 (SOUTHERN PINE OR GREATER) r,*�9 .. r": 'C E pl S •+,•• TV{(P C 8$fRENGTH OF 2000 PSI. s G , � it • 1M{�pU�l�/S4Si S m33 C�O�vI 4', - • 41M ASONRY PNNIMI WEN$ITY•OFd VOW, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. �o' N. 59201 G 180o SW 44 nt ave. • - Z y31 ALUMINUM • 118" THICK MR.J.; 6083 TS MIN. * * OCALA, FLORIDA 3x474 • • .STEEL -18 �Uifae4 f Ol MIN., 3S R91 RAIN. • o C r."O' 9r. ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT �°p : kt� • O STAFji OF i Q 1NG AND FLA8HINQ STRTEGI�S Fdlz OVERALL WATER RESISTANCE .. 46 „+ E8: RawN sY: DATE: •.,+p 8200 HVHZ ADE 11/14/13 • OF INS'Ta4LLAT10N SWL BE DONE 9YGT";i FOLLOWING THE CURRENT i q p,,.'2, g HIS D AWNG 191?E GOI iTy0F Ou $ «e, •,1 to R �T+3; \ �v 0 E� NO VERSIONOm NTS CWS �WITi r��i�fSfQ ICDA bIFMNu • F _ aD IN 871 UT THE R 6rG �t�� PVC HORIZ SLIDER LAR A 0 �zevfN ews ll WE NDDOWS)DOOAB Y e�PMATION �FACUBT� W ii�TOW0 AR B LI MQ/90 AJ . ( ) ) A 2OFe •••••• •••• • • • F / (!SHEET 8) , // I I X f i 0000 •.6099 •.•. . • 6 • • • •• • • • • •0066. •• •• 0000.• • • s • 6000•• 96.000 • • s • 0006 6000•• s o 6060• • 6006 • s 6660• • •• s••.•• • • . 040060 • 0.66.6 •. • •• •• • . • .00.•• 6.6660 . . • • 0000.• •0 • • • 0 • EXTERIOR INTER) • • • 0000•• 0000 • • 0 . 0 HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH OTEMS 36 & 36) f •• !1 �i �I 1 • • ••• • •• • 0000 • • 0000 -• • 0000 • 0000 • •• 0000 • 0000•• • • 0000 1 • • • 0000 :Dee*: 0000 1 • • 000000 SECTION VIEW A -A • 1 0000 :00000 ••0000 • • • 0000•• 0000 • • 0 . 0 HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH OTEMS 36 & 36) HEAD/JAMB IMPACT HOOK/ROTARY LOCK LOCATION //----SWEEP LOCKS ST TO 27) ONLY OU / PRIOR TO HURRRR ICANE FORCE WINDS. HAOCKS ARE LOCATED AT THE HIRD POINTS ALONG THE FRAME MB. Prim"tNTARYANDCONFlDEMIAL 2124/2014 TM INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM WINDOW SY87EMS, INC, ANYREPROOUCTION IN PART OR AS A WHCiP WTO;OUT THP WRR'TEtI PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. I8 PROHIERC-L. A. TYPICAL VERTICAL SECTION NOTE! SHOWS FDFD GLASS CUTAWAY SECTION VIEW C -C OVERALL ANNEALED a TEMPERED AIRSPACE Lm ANNEALED DUPONT PVB INTERLAYER ANNEALED IFECT GLAZE °H° GLASS SITE i !1 �i �I 1 HEAD/JAMB IMPACT HOOK/ROTARY LOCK LOCATION //----SWEEP LOCKS ST TO 27) ONLY OU / PRIOR TO HURRRR ICANE FORCE WINDS. HAOCKS ARE LOCATED AT THE HIRD POINTS ALONG THE FRAME MB. Prim"tNTARYANDCONFlDEMIAL 2124/2014 TM INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM WINDOW SY87EMS, INC, ANYREPROOUCTION IN PART OR AS A WHCiP WTO;OUT THP WRR'TEtI PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. I8 PROHIERC-L. A. TYPICAL VERTICAL SECTION NOTE! SHOWS FDFD GLASS CUTAWAY SECTION VIEW C -C OVERALL ANNEALED a TEMPERED AIRSPACE Lm ANNEALED DUPONT PVB INTERLAYER ANNEALED IFECT GLAZE °H° GLASS SITE INTERIOI 9.0090 9••• •0000 • • WATEPJOF HEAD IMPACT HOOK (FYP.) MIDSPAN OF SASH (ITEMS 38 & 38) r • •e • ••• • •• •••• • • • G ::so • a •••• • ••••• • •• Goes • • • • • •es• *••• • ...... • • • • • • 36CTION yiEvuiJ U . • 9.0090 9••• •0000 • • WATEPJOF HEAD IMPACT HOOK (FYP.) MIDSPAN OF SASH (ITEMS 38 & 38) r I� HEAO/,IAMS IMPACT HOOK/ROTARY LOCK LOCATION y vL ROTARY LOOKS (ITEM 27) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. }— LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMS. PROPRIETARYANDOONPMENRAL 2124/2014 THE INFORMATION CONTAINED IN THIS DRAWM6 IS TM SOLE PROPERTY OF CUSTOM WINDOW SYSTP.M9, MC. ANYREPRODUCTION M PART ORASA WHOLE WET fOUTTHE WRITTEN PERK BION OF CUSTOM W INDOW SYSTEMS, INC. 18 PROHISFtEO. TYPICAL VERTICAL SECTION HOTS: SHOWS FINED "$ CUTAWAY SECTION VIEW F -F • • • • • 7,tam Part# !pest as wader iMateriel 1 1.1487 JF19W. Seth Meet Rao Keyrrark Arum 2 1.11188 Refit. &B.RIS.S.R Keynark Arum 3 .1.1838 MeaL RBI, Fxd. Kaymork ANm 4 KWU Bash Tbp41r4. Rill N111 ml PVC S KW48 Malo Fr„ SK w/ On., PIC Mloon PJC 8 H48060 8aeh Meat "C Won PJC 7 14081 Saah side RSI. P'VC M7avr1 PVC S FI -W49 lktln R., SK w ft.. PVC Won P/C 9 P-3029 Screw Full Tab 810"M 10 P.W33 Screen 8prft ep Hurley. . 11 83113 Straw Suppor4 C TeamPhaOe Rltbber 12 R3218 Screw Frame A9matel . RgFwm 13 83220 acres" Spmv'.I6a lr♦a., Bit Dope 14 P-4784 Screed From Ogler Key Atmetel Nyron IS P4342 8eantt 804 Schnee S9cena I6 83362 SSL BIL, 86 W.;1/8" K 8/8° x 2' Lg. FratkLowa Rubber 17 FL3429 Woo., 0.270 X.187 back FlnSeel, Gray uWab 18 83638 98 x SW R=e4+TEC 2 Zino Featandl Steel 19 P47M #8x1/2°Truas V TW22hc Farwell WWI 20 R3762 lCap ", UT Ho M&M Nylon 21 arnsrP-Me Sprhg Lack trpeet PVC trderk,ck 22 84778 IROW, Tandem N18M Nplon 23 P4061 #8 x 11/4 Ph FH„TK WhL Fastwel . Steel 24 841189 Keeper, hpact PVC Interlock 23 P4479 Weep Cover w/ trap MIM Nylon 26 P483S 96 x 21/2 Ph Tr&a SNS Alms Steal 27 P4W8 Mary Lady Sulven Zlnc 28 84982 Keeper, Rotary Look Sugvmt Ztno 29 84989 Watp.,0.42Dx.1$7baul(MBeatOw ttrateb 30 84833• Barrel Fastener Fasterml. Steal 31 8.1112 Pakdorcen•nt tl ud Keymick Alum S2 8-1406 Wd. &B WS kR Keymark Alum 34 8.1778 1” Track 1C"MIC Alum 33 8-1909 Frame Hoek )- •d, Impact Kaymerk Alum 36P&6014e�CA� al Gktcfl. Fha'd, trpeot Keyrrerk Alum 37 Won PVC 38 Adept, wFt�, SVC • • A4 m" PVC 39 A , P/�i A�Baont? ar Wow41tt lg Bear! • 9 • Mlooh42Shed3 •Aa• ectC4hse'li?.s3mPAa4682•• HenkelJS9m 88cvna �•••• • •• •00000 • ease • ••e0 0000•. . • • • • 0000 0090 LAL17MINUM EKTITUSIO 8GMT• LTEM 33 Npj Uu IN THI • • • • is • • • • 0000•0 •9e• • • 0 3118° ' 8 211/18" 3 j� PVC FRAME PLM10E-8048 ��+7/fli Wre—M U AWM GLAZE BEAD -1112 1 8 id18° PVC SCREEN SUPPORT - 6014 O O 0 3/18" B° I t+7 b118 PLAN VIEW-it198 ALUM IMPACT HOOK -1899 an 9MH CORNER ay78, CON8TRUCTIOP !8° CORNER WELD VC SASH MTD. RAIL -8080 (ALL SIDEs) war- 1 ALUM SASH MTD. RAJL-1497 108° IB" 1.L in7 PVC FIXED RAIL COVER- BOBS PVC BASH SIDE RAIL -MI 0 3/18° O 01 r 8° —moi PLAN MEW -2000 ALUM IMPACT CATCH = 2000 za_' PROPRIBTARYAND CONFIOMMM 2/24/2014 THE INFORMATION CONTAINED IN THIS ORAWINO 19 THE 801E PROPEM OF CUSTOM WINDOW SYSTEMS, INC. ANY FM%CDU=CN IN PART OR AS AWHOLE WITHOUT THE WRRTEN PEIVMSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROMOTED. WELD 11/4° 7118° 3118°�'� T- ALU RCLLERTRAGK-1778 L 1 r PVC OLAZESEAO-5084 ALUM S.S.RJ8.S.R.-1488 378° 4 PVCANTI-LIFT 1818" 8 13/18° PVC SCREEN CATCH - 80•IS PVC BAST TOP78TM RAIL -8882 No•B8201 STATE OF EXTRUSIONS 8 B.O.M. - LARGE MISSILE IMPACT 820014VHZ Httf': ADE—PAW-11/14R3 PVC HORIZ. SLIDER 8'.2 °' a. GWS471 REV, LETTER; A SHEET BOFB MIN EMBEDMENT IOTE 1) INSTALLATION ANCHOR, 3118" DIA.-\ MASONRY SCREW WAWASHER ' d' 114` MAX SHIM THRU SCREW SUPPORT. 4 (SEE NOTE 1) (SEE NOTE 1) ' y `4' e 44,4 L" MIN EDGE DIST NOTE 1) a EXTERIOR FINISH PERIMETER SEALANT BY OTHERS BY INSTALLER =r- MIN EDGE DIST CONORETENASONRY (SEE NOTE 1) BY OTHERS s 1114"" MIN EMBEDMENT 4- • a ° , � s a (BEE NOTE 1) !.� a a , A . ,, a o • 4 . SEALANT BEHIND FLANGE - I LII IifdH1 fn�il '• BY INSTALLER �j"��) fo% SEALANT BEHIND BYINSTALLER • i''""' -•-IF•• • r SUPPORT. • P � A. A (SEE NOTE 1) • P..�•O..A�p�'o►.Pa'�4.'O A.Paei SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE SY INSTALLER BYINSTALLER 114' MAX SHIM PERIMETER SEALANT •••• CO C T • R • . v • By 0 'A MWISASECTION • • • • pN 7 F0 MErioN v. • • • o' pD • D + 4 D 014Y AL4c7(OIB�FE me e AND 9 LTi TES ES PM TO . ° e •••••• •••• • • 114° MAXS WE NOTE 1318° MIN EMBEDMENT C v 0 (SEE NOTE 1) ° 7Z MIN EDGE DIST (SEE NOTE 1) p 0 WASHER THRU SCRI v , SUPPORT. A (SEE NOTE 1) SEALANT BETWEEN v p v BUCK AND OPENING t BY OTHERS 428Y W000 SUCK 3Y QTHER3 EY OTHERS B HORIZONTAL SECTION C HORIZONTAL SECTION 7 FRAME(PWASONRYj7� FRAME (WOOD) 114' MAX SHIM {SEE NOTE 1) IT -ADARrfjAMB INSTALLATION ANCHOR, 9116° DIA IMILAR FOR 2BY INSTALLATION. MASONRY SCREWWMEOPRENE lLl.INSTALLATfON_SAMEASSHOWNBELOW. NSTALLATION ANCHOR. 311W DLA BACKED WASHER THRU SCREW (SEE NOTE 1) SEALANT UNDER SCREW HEAD BYINSTALLER HIGH STRENGTH STRUCTURAL GROUT BYOTHERS 114' MAX SHIM I (SEE NOTE 1) SRLSTOOL SY OTHERS DIST PROPRIETARY MID OdYP1DSNFUU. 2/2412014 THE INFORMATICN CONTAINED IN THIS DRAWING IS THE SOLE PROPEtTYOF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1SW SW 44TH AVE. OCA•iA. FLORIDA 34474 FRAME DETAIL • LARGE MISSL.E IMPACT TRAWNBY: ADE GATE: 11114N3 'CWS•071 'LEI78It A SOFS SUPPORT. (SEE NOTE 1) SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE SY INSTALLER BYINSTALLER 114' MAX SHIM PERIMETER SEALANT (SEE NOTE 1) BY INSTALLER D • ° •DDo • o ° b EXTERIOR FINISH BY OTHERS -D ' 6 • o' pD • D + 4 D 7 1IQ• �D °D . ° MtN EMBEDMENT NOTE I} ° D o : e o• P. o- vD, o' oD (SEE .Do'OD:Q D h• -2-=MIN EDGE DIST CONCRETEWASONRY (SEE NOTE 1) BY OTHERS b ALTERNATE PRECAST SILL DETAIL 7 FRAME(MASONRY) LUCAs A TURNER. FL P.E. mol I A I CHANGED EDGE DIST FROM 114' TO 711 S' 02=120141 DIST PROPRIETARY MID OdYP1DSNFUU. 2/2412014 THE INFORMATICN CONTAINED IN THIS DRAWING IS THE SOLE PROPEtTYOF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1SW SW 44TH AVE. OCA•iA. FLORIDA 34474 FRAME DETAIL • LARGE MISSL.E IMPACT TRAWNBY: ADE GATE: 11114N3 'CWS•071 'LEI78It A SOFS -1-= MIN EMBEDMENT (SEE NOTE 1) YSrlNla n 0.e 2 BY WOOD BUCK BYRdSTALLEtie • ° 7H8" MIN EDGE DIST o, : • • • ` BY OTHERS. (SEE NOTE 1) • i°i° ' ��. R FINISH • • S Y H BEyMaTtlEI1b • • ••••• SEALANT BEHIND F11J E o': ER • • • • SHEATHINO • s6i VERTICAL SECTION BY INSTALLER �a, •FlN (W000) \ INSTALLATION AICHOR • • •• OTE 1: PUR 114° MppX�,SHIM, m Ty"Es. emu 0.a fR�T� RESTRICTiol• F TO AND74 88 WOOD SCREW W! ON (SEE NOTE -1) WINDOW WRAP '.4 P>< WASHER. (SEE NOTE 1) BY INSTALLER 0 Ole ATE81)— PERIMETER SEALANT • • INSTALLATION S8 WOOD SCRBYINSTALLER 711 MIN EDGE DIST WASHER.(SEE NOPE i} .(IYP)(SEE NOT1/4" MAX SHIM (SEE NOTE 1) 9VV MIN 1-,or�.z •••••• •••• • • • ease SEALANT BEHIND FIN J � WINDOW WRAP BY INSTALLER BY INSTALLER MIN EDGE DIST NOTE 1) 2 BY WOOD BUCK BY OTHERS. INSTALLATION ANCHOR #9 WOOD SCREW W1 WASHER (SEE NOTE 1) L= MIN EMBEDMENT (SEE NOTE 1) PRmwARrAmacwPa&mL 2/2412014 TNG INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPOMOF CUSTOM VWNDOW SYSTEMS, (NC. ANY REPRODUCRON IN PART OR AS A WHOLE N?R:OUTTHE WRITTET/ PERNVS9IOiV OFCUSTWd WfNOOW 9YSTEM9, INC. 18 PROWISITW. F HORIZONTAL SECTION S FIN (WOOD) WIAM W�aP • • .: • BYRdSTALLEtie • ° • ::see* : • • • SMEALBT FIN BY W • i°i° ' • • • • • R FINISH • • Y H BEyMaTtlEI1b • • ••••• • •• •• ••• • • • • SHEATHINO • s6i VERTICAL SECTION BYOI lft • •FlN (W000) r • • • •• OTE 1: PUR CLARIF15MN ON 7M m Ty"Es. emu IJP4GA@S, fR�T� RESTRICTiol• F TO AND74 ON •••••• •••• • • • ease SEALANT BEHIND FIN J � WINDOW WRAP BY INSTALLER BY INSTALLER MIN EDGE DIST NOTE 1) 2 BY WOOD BUCK BY OTHERS. INSTALLATION ANCHOR #9 WOOD SCREW W1 WASHER (SEE NOTE 1) L= MIN EMBEDMENT (SEE NOTE 1) PRmwARrAmacwPa&mL 2/2412014 TNG INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPOMOF CUSTOM VWNDOW SYSTEMS, (NC. ANY REPRODUCRON IN PART OR AS A WHOLE N?R:OUTTHE WRITTET/ PERNVS9IOiV OFCUSTWd WfNOOW 9YSTEM9, INC. 18 PROWISITW. F HORIZONTAL SECTION S FIN (WOOD) .. . . . . . ...... .. .. . .. ...... ...... .. . ..... .... . ..... ss • • s • 118'ALUMINUM OR 1118• STEEL MIN. REQUIRED (SEE NOTE 1) SEALANT BEHIND BYINSTALLER 0000•• 0000 �• • • IlWALUMINUM 111W STEEL MII 118° MAIC SHIM (SEE NOTE 1) (SEE NOTE 1) ENGAGEMENT REQUIRED. (SEE NOTE 1) CONTINUOUS DOUBLE 311W BEADS OF TREMGLAZE U1600 ' SEALANT OR EQUA/ALENT AROUND PERIMETER AT ALL INDICATED POINT8 BETWEEN FRAME AND BUCK BY INSTALLER 1/8° MAX SHIM (SEE NOTE 1) NT REQUIRED. 1) PROPMETARYAND CONPIDEYNAI. 2/24/2014 THE pNFORWI ION OONTAWED IN THIS ORAWRt018 71-M SOLE PMWEMT OFCUSTOM WINDOW EYSIEMS, INC. ANYREPRODUCTION IN PART OR AS A WHOLE WRHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. H HORIZONTAL SECTION 9 BYINSTAU_ER • • • i i s • • • • PERIml?EA SEALANT .J • • BY INSTALLER • • • 0••••• INS � 0000 • • • • @10 IWALUMUIUM OR • ENI • 1118° STEE MIN. REQUIRED• • • • • • ($E • r. 0000 (SEE NOW' S� 0 2) •• •• • 6 • • • • • • • 6 • • • • RTICALSECTION 0000 • • i 0000•• • 6 � • • • 0000 r' 0000 1 • • 060000 OR TYPES, h � HI ANDS jtE8 A TO ,IGT N TES 0 Stiag 0000•• 0000 �• • • IlWALUMINUM 111W STEEL MII 118° MAIC SHIM (SEE NOTE 1) (SEE NOTE 1) ENGAGEMENT REQUIRED. (SEE NOTE 1) CONTINUOUS DOUBLE 311W BEADS OF TREMGLAZE U1600 ' SEALANT OR EQUA/ALENT AROUND PERIMETER AT ALL INDICATED POINT8 BETWEEN FRAME AND BUCK BY INSTALLER 1/8° MAX SHIM (SEE NOTE 1) NT REQUIRED. 1) PROPMETARYAND CONPIDEYNAI. 2/24/2014 THE pNFORWI ION OONTAWED IN THIS ORAWRt018 71-M SOLE PMWEMT OFCUSTOM WINDOW EYSIEMS, INC. ANYREPRODUCTION IN PART OR AS A WHOLE WRHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. H HORIZONTAL SECTION 9 \fiA;<II-DADE COUNTY PRODUCT CONTROL SECTION 11805 SN 26 Street, Room 208 DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADI4IINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE.. OF ACCEPTANCE (NOA) w%yw.mi9m1dade.Rov/economy Eurotech industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 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 (AM. . This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Enhance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal 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 Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed R approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 Mianni-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 nnanufapt'ttrer Uj it; (f sUi4i pq • • • and shall be available for inspection at the job site at the request of the Building Officiat.. .:.'::::.: is NOA renews NOA # 12-0208.0 consists of this page I and evidence pages 1*4; as 41f &; apprbNoil document men tone a ove. The submitted documentation was reviewed by Ishaq L Chanda, P.E. • • • • - - ••: 11.OA M.;. 4-6 0390 - hflAt+ibDl�D� Couldl'Y Expiration Date: June 19, 2019 • • • Approval Date: May 15, 2014 011' .... ...:*.e . ..... . ... . ...... . .... .... . . .... . Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted tinder files #12-0208.03/#09-0310.05) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswinng Entrance Door", sheets I through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files 912-0208.03/#09-0310.05) I . Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 241112.1 and TAS 202-94 5) Large Missile hnpact Test per FBC, TAS 20I-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s), HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 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 FSC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS (Submitted under file #12-0208.03) 1. Anchor Calculations and structural analysis, dated 02/01/2012, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies -,v/ ASTMS -1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus", expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButacitePVB interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010, prepared by At Farooq Corporation, dated 02/14/2014, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance to FBC 2010 & no financial interest, prepared by Al Farooq Corporation, dated 01/25/12, signed and sealed by Javad Altnnad, P.E. (Submitted under file #12- 0208.03). 3. Statement letter dated o2114/14, issued by EuroTech for renewal with "No Ghar l'. •. • •.. 4. Lab compliance as part of the above referenced test report. • • • . ... ... ... . G. OTHER • .. ... .. . .... 1. This NOA renews NOA # 12-0208.03, expiring on June 10, 2014, 2. Test proposal # 07-3527 approved by BCCO. % 11hutt 1. Cllsnda,A E. : • • • Product Control ExantIntr • NOA No. 14-0303.09 Expiration Date JarwA 0, 2019 Al+roval Date:-Aayd5,1014. .... ::: . .. .. . . SEE SWT TE NOA FOR G RATING DETAILS 13` MAX. HEAD/SILL r Q, DOOR HINGES) SEE SHEET 2 FOR QUANTITIES & CAPACITY 31 3/4` D.L aPG. 39 1/8' ALUMINUM OUTSWING ENTRANCE DOOR LEAF WIDTH APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIOEUTES USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI—DADE COUNTY APPROVED MULUON IN BETWEEN. LOWER DESIGN PRASSURES FROM DOOR, SIDELITE OR MULLION . JPROVAL yaW:AP:& TO ENTu2E SpVM. • TRIS PRODUCT DESIGNEE AND TESTED TO COMPLY WITH THE • • • REOUIREMEN�S•AF�I}I FLORIDA 0UILDING CODE INCLUDING HIGH VELOCITY • 'ARRICANE ZLAJE ( ). • • • • WOOD BUCKS B! OTHERS, MUST! %"dKED PROPERLY TO TRANSFER • LOADS TO THE STRUCTURE. ••• 00 •• D •• •• ANCHORS SMALL BE A/ LISTED. •PACED AS SHOWN ON DETAILS, ANCHORS • • mEENSEDMENT To BASD YATERWL SN" 486 BEYOND WALL DRESSING OR STUCCO. • • • NOT PARTC OR LOAOIt� COND'Tlov QTG S OWN W THESE DETAILS ARE 9FJiYSiPIRovAL. • • • •A••LOAD OURARON INCREASE IS US&FIA DESIGN OF ANCHORS INTO WOOD ONLY. • MRTERIALS INCLMDING BUT NOT "L"OSTEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • • "QUIREME NI CF&M � FLORIDA LI.Ed. " SECTION 2003.8.4. • • • • • 0.66.0 0000 • • 0 • (2) ADOL ANCHORS m G} Mi" DADE COUNTY z L_2'_ 9' 29. SEEP SW4PEA°RANELNIOA D.L OPO. D.L OPO. M L++ N M AT 3' D.C. PRODUCT is"Im�� of3cg. P1eAAa 11 / Ae�1l TLs 12-DU15-e � "J - 78 3/4' n , II/ �I WOOD RUCK INSTALLATIONS FRAME WIDTH , n ° ONLY C ❑%_ SIF===- DOOR HINGES 13` MAX. LNAF 11 m7 HEAD/BILI ..I 11 G Ei \ /l /Ani SEE SEPARATE NOA II 11 IN E �\ B 11 `. RATINGAND°ANND�DETAILS �� 1 // SIVE DOOR HINGES) SEE SHEET 2 FOR QUANTITIES & CAPACITY 31 3/4` D.L aPG. 39 1/8' ALUMINUM OUTSWING ENTRANCE DOOR LEAF WIDTH APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIOEUTES USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI—DADE COUNTY APPROVED MULUON IN BETWEEN. LOWER DESIGN PRASSURES FROM DOOR, SIDELITE OR MULLION . JPROVAL yaW:AP:& TO ENTu2E SpVM. • TRIS PRODUCT DESIGNEE AND TESTED TO COMPLY WITH THE • • • REOUIREMEN�S•AF�I}I FLORIDA 0UILDING CODE INCLUDING HIGH VELOCITY • 'ARRICANE ZLAJE ( ). • • • • WOOD BUCKS B! OTHERS, MUST! %"dKED PROPERLY TO TRANSFER • LOADS TO THE STRUCTURE. ••• 00 •• D •• •• ANCHORS SMALL BE A/ LISTED. •PACED AS SHOWN ON DETAILS, ANCHORS • • mEENSEDMENT To BASD YATERWL SN" 486 BEYOND WALL DRESSING OR STUCCO. • • • NOT PARTC OR LOAOIt� COND'Tlov QTG S OWN W THESE DETAILS ARE 9FJiYSiPIRovAL. • • • •A••LOAD OURARON INCREASE IS US&FIA DESIGN OF ANCHORS INTO WOOD ONLY. • MRTERIALS INCLMDING BUT NOT "L"OSTEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • • "QUIREME NI CF&M � FLORIDA LI.Ed. " SECTION 2003.8.4. • • • • • 0.66.0 0000 • • 0 • (2) ADOL ANCHORS m G} Mi" DADE COUNTY z L_2'_ 9' 29. SEEP SW4PEA°RANELNIOA D.L OPO. D.L OPO. M L++ N M AT 3' D.C. PRODUCT is"Im�� of3cg. P1eAAa AT MTO. STILE ENDS Ae�1l TLs 12-DU15-e � "J - 78 3/4' RED, FOR WOOD OR WOOD RUCK INSTALLATIONS FRAME WIDTH ONLY I DOOR HINGES 13` MAX. SURFACE APPLIED SEE SHEET 2 FALSE MUNTINS FOR QUANTITIES I HEAD/BILI if HEAD/SILL CORNERS MAY BE USED. I & CAPACITY Ei THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Emlr. 'WCmL NAM= SHUTTERS ARE NOT REQUIRED. t CAN. T°se2 0 i i o � droning no. W04-01 m G} Mi" DADE COUNTY z L_2'_ 9' 29. SEEP SW4PEA°RANELNIOA D.L OPO. D.L OPO. M L++ N M 38 3/8` 38 3/8' LEAF WIDTH LEAF 1YIDTH ICAL E,j�'VATIONS PRODUCT is"Im�� of3cg. P1eAAa 110/ 41" / 3, Ae�1l TLs 12-DU15-e � "J 1 .1 1 I E I if til /Ani SEE SEPARATE NOA II IN E �\ RATINGAND°ANND�DETAILS �� 1 // SIVE LEff � u a / II ------------ _-- I THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Emlr. 'WCmL NAM= SHUTTERS ARE NOT REQUIRED. t CAN. T°se2 0 i i o � droning no. W04-01 m G} Mi" DADE COUNTY z L_2'_ 9' 29. SEEP SW4PEA°RANELNIOA D.L OPO. D.L OPO. M L++ N M 38 3/8` 38 3/8' LEAF WIDTH LEAF 1YIDTH ICAL E,j�'VATIONS PRODUCT is"Im�� of3cg. P1eAAa 110/ 41" / 3, Ae�1l TLs 12-DU15-e � "J 1 .1 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Emlr. 'WCmL NAM= SHUTTERS ARE NOT REQUIRED. t CAN. T°se2 0 i i o � droning no. W04-01 0000 0000.. 0000 . . 0000.. 0000.. .... .0099. . . 0000. . 0000 0000. . .. ...... 0000.. .. . .. .. 0000.. . . . 0000.. .0000. . . 0 ... . . 00 0 DESIGN LOAD CAPACITY - PSF SINGLE (x) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 3/0 3/8 6/8 75.0 85.0 75.0 85.0 78.0 85.0 2/6 3/0 3/8 7/0 76.0 85.0 75.0 85,0 75.0 1 85.0 2/6 31/0 8/O 75.0 85.0 85.0 3/675.0 DOORS APPROVED FOR WWHERE Y/ATER INFILTRAR(IN RESISTANCE IS REQUI RED. LOCKS SINGLE DOORS 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE t-1/4" X 1/4' X 16-1/4' LONG ATTACHED WITH (2) 08 X 3/4' SMS BINGES SBQGLBp ➢DORS• TI -HANDED• &4 He e lk 494RUDED ALUMINUM BRIDGE 2 B1(,'GIESSE' • 1 6PER LEA16 See* Tia335v# 8.3-1/!I' AND 92-1/2" FROM TOP OF DOOR • ••j •••••• •••• • • • s DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEt" EXT. (+) INT. (-) 2/0 3/0 3/3 6/8 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 7/0 100.0 140.0 100.0 140.0 100.0 140.0 2/0100.0 3/0 3/3 8/O 140.0 1COA t40.0 100.0 1 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER RDTLTRATION RESISTANCE IS REQUIRED. LOCKS S 01 DOORS: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 002181 ATTACHED WITH (4)010 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STU 38" FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4' X 1/4' X 16-1/4' LONG ATTACHED WITH (2) #a X 3/4' SMS 00 TWO-HANDED COMB HIND EXTRUDED ALUMINUM BRIDGE 2 BY VESSE' AT)3 9' AND 20 -LEAF AT A FROMQ DOORS TOP AND BOTTOM, ONE AT MIDSPAN (6). PER LEAF AT 6/8 DOORS AT 3". 9' AND 26-3/8' FROM TOP AND BOTTOM DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EKT. (+) INT. (-) 5/0 6/9 75.0 75.0 6/4 75.0 75.0 5/0 7/0 75.0 75.0 6/4 75.0 75.0 5/0 8/t 75.0 75.0 6/4 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE MATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. mm 0 PART B RBQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ERGOS AS REQD. DOOR FRAME 6063-T6 - 2 EF1012 AS READ. DOOR LEAF 6063-T6 - 3 YZiSSB 1/ LEAF DOOR RASE BOARD W83 -T6 m W ^ a 4 VZ -1483 1/ DOOR FRAME SILL 6063 -TB - 5 - I/ DOOR SILL BASE 6083 -TB - 6 VZ -1481 AS REOD. ASTRAGAL STILE 6063-T8 - 71533 4/ LEAF OWING BEAD 8083 -Ts - 8 1 2801 AS READ. GLAZING QASKET EPOM DUROMETER 75*5 SHORE A \\ 10 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO . 11 001300% 4/ LEAF HINGES ALUMINUM OIESSE 12 010 X 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS REDD. BULB W'STRIPPING 14 010 z 2' AS REOD. ASSEMBLY SCREWS HH SELF DRILLING 15 012 X 1-1/4 - FRAME ASSEMBLY SCREWS SMS LOCKS DOUBLE DOORS: ACTIVE LEAF• MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 002181 ATTACHED WITH (4) 08 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. MAGTNF I FAL FAE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 002168 ATTACHED WITH (4) 08 X 1-1/2" SMS. IIMGES DOUBLE DOORS: TWO-HANDED COMB HIND EXTRUDED ALUMINUM BRIDGE 2 BY 'CESSE' (5) PER LEAF AT 67, 12", 35', 83-1/2" AND 92-1/2" FROM TOP OF DOOR NOTE TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 3/16' HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB 8Y 'DUPONT' 3/16' HEAT STREWO GLASS SILICONE GE SCS 2800 N SILGtAZE 0 a F3 B I I M Z ✓� ' HEAT STREN'D GLASS ^ E .100' INTERLAYER a SENTRYGLAS 8Y 'DUPONV v1 Z ✓� 3/18" HEAT STREWO GLASS 0La U cl �< SILICONE GE SCS 2800 w m W ^ a SILOLAZE I z N w j I U Lj �yI 4i o ^ c GLASS TYPE 'A' GLASS TYPE 'B' LAZING OPTIONS moDuctREVILM PRO bUCI lmhewEIM o ts+P81y4�W Whit &I RBA A " WmFItNIK with the rl*ws e.. .+ '.,6 ner -ctzo •C73 B*WRE code Act4fa5N no,-G3o3,��j B.+Ipfretles •at4 G t>LY bi 1. lt�Lt "4�1"c. � NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. .GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1 &gr J CML�FLA PC QS�Q CA.N. 2 1 drawing no. FEB f12 12 W04-01 run ,rAUNO 0 ria SPACING LHli`l-l!mx- drowing no. W04-01 �^ y U I��JII I EE TE��E � WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH FOR T MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND Vsz� AND ETNLs TRANSFER THEM TO THE BUILDING STRUCTURE. 1 TY SEE ELEV. FOR SPACING i! L------ _--_- U-177 KSI, Fye155 KS)) INTO 28 S OR W000 STRUCTURES p i! © �i i� 1--3/8" MIN, WOOD 1 Ij jl 1BY BUCKS INTO CONC. OR MASONRY------- d :RU 14" MIN. EMBED "T0 CONC. OR MASONRY 13 YhjlA�I-DADE COUNTY DIREC APPROVED MULLION ORODUCPg1-1/4" MIN. EMBED INTO CONC. OR MASONRY SEE SEPARATE NOA meemPMaE •'Kb JM 11� TYPICAL ANCHORS �pCN (fi (�30,�'•4r.,r #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 13 SEE ELEV. FOR SPACING Ryles INTO MIAMI -DARE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES t1l11K! STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) q ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 7 7 y', TYPICAL EDGE DISTANCE ii INTO CONCRETE AND MASONRY = -2-1/2" MIN. n PawaucY rab INTO WOOD STRUCTURE - 1" MIN. yB X 1/2" SMs 3" FROM ENDS e-1 INTO METAL STRUCTURE = 3/4" -MIN. AND 10" O.C. MAX. A0k)i►,gaelp,,2LD2G •G3 • • J4trOM•iap MI+ L CONCRETE AT HEAD, SILL OR JAMBS Yc - 3000 PSI MIN, • • ••• e• • •• (4j ®12 X 1" SMS s�{.,,� ,�„j„�,ti,.� C-•90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. • • s • • e • • • 2 AT 2" O.C. MAX. • • w AT CENTER OF SILL $ T ANT ' •: • • • • : 13 • ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH • • • • REGO. AT ADSEL OR TEKNA 50729 SE"VS. • 5 DOUBLE (XX) DOORS • • • • • • • 13 • • • -!� - ONLY Ettr JAY "'Him CIVIL • •• • • •• t •�•- 11 FLCA # 70542 2 • • • • • SEE ELEI TYPICAL ANCHORS NOR lf1�CING • • • • • • f'C O '�,�12 • • • rL LHli`l-l!mx- drowing no. W04-01 .... ...... .... . . . . ., . . ...... .. .. ...... ...... ...... .... ...... ..... . .... ti . . ...... .. . .. .. • • •��s• • • • • •��• • • s • • • • • •• i I v4• MAX. z SHIM SPACE 1/4. ma.o cq 1/4' MAX. SHIMa SHIM• © C g • (2) e8 X 3S/M4S` O STRUCTURE 1 IL J 2 WOoO BUC I' TYPICAL ANCHORS OR 19 n • ACTIVE LEAF FOUR G WOOD STR1ICT V O .tmn�{ -- TYPICAL ANCHORS SEE ELEV. .� � .9 FOR SPACING 4 16 12 EXTERIOR 13= ^ TYPICAL ANCHORS 11 2 TSEE D.L. OPG. FOR SING v PRODUp.4Rh&WEII Z id LEAF VAOTH - aQ nd Ix �t4 the �oF d' AOeepteha Na lQ-C FRAME WIDTH iptittldi Da# d , r, { V M SINGLE DOOR • _ �) w MIAMI-OADE COUNTY - 2 T APPROVED MUUMN SEE SEPARATE NOA O 1/4• MAX O = N � I SHIM U --- a _ WDOD BUCK Z WO ------------- SEE SEPARATE NDA n i ACTIVE LEAF IN—ACTIVE LEAF a FOR SIDELITE RATING AND DETAILS I �I o _7� �aaaa I 1 Q c=a 1 it 1 __– - �� •,. �$ -0 Bfl 1 C 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 13 D.LO. .90. t t 2 EXTERIOR (2) JB X 3/4' • #00 • • • • D.L.OPG. SMS Lj! m • • • • • LEAF WIDTH S • • • • • • • • • • LEAF' MOTH 7L •• • • • •amu • t • i • • t FRAME WIDTH -1 1-00 • • • • • • • DOUBLE DOOR Eng, uvAu9 MM - 0 /I dA0 Jg • g$ pew • • • • 0 660900 CIVIL Pd9DU r w G.0 35380� c ` • • • see* eB7ra� t•, 0000•• • • • • f Zfl1Z droWinq no. • ..�... W04-01 • • • sheat q. of $ • • • • 000000 0••• 0 • • • f •• • • • • • •••••• • •••• • ••••• • 3.937 .070 1.61 1.834 2.858 1.772—i Q DOOR FRAME Q DOOR LEAF U DOOR BASE BOARD .138i r �n- •• Cosa... .. .8 • • • • • • Ia- *772—i • • • . - ::*so • 4 FRAIJE SILL • • 1 A 0• • b�4• • • • •• 5 • • SI L• BASE i • • • •••••• •••• • • 0 2.402 1.7T A63 7 8 .744 591 ASTRAGAL STILE 1.000 .848 050 .016 �— 1.201 GLAZING BEAD � I I i FRAME TOP CORNER P"DUCT Ashowty as—BUhtbtPbieg whh Ow Vows Aaepaun Ne /f%�'3c3•c;� .�t FRORUCT REVISM w w ,ell 9 with t!* Flarw crdt x.2c2o,.� rroE O / droving no. W04-01 _a 00 00 00. . • . • 0000 •,. • 0000. . 0000,. •, • • , • . 0 • •00.00 • . . • •.. . • • • • • . • • • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224960 Permit Number: WS -12-14-2689 Scheduled Inspection Date: May 21, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: DAY, VIRGINIA WILDS Work Classification: Window/Door Replacement Job Address: 70 NW 102 Street Miami Shores, FL 33150 - Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT suiiding Department comments REPLACE 5 IMPACT WINDOWS + 2 DOORS 03/13/2015 REVISION: REPLACE 9 IMPACT WINDOWS AND 1 IMPACT DOOR. Phone Number Parcel Number INSPECTOR COMMENTS False Inspector Comments Passed�� ' Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. 1131010180160 Phone: (954)792-4415 May 20, 2015 For Inspections please call: (305)762-4949 Page 7 of 42