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Home My WebLink AboutSUBMITTED PAPERSPERMIT NUMBER: PLAN wG & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 mrginia Avenue Fort Pierce, FL 34982 (772) 462-1553 SQ!�'VEb APPLICATION FOR REPLACEMENT OF 3t Lucie G® WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS u11 ty & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: S �" `�� I " - C4-� e E S 2. PARCEL ID NUMBER J i 1 5 �1 66 6 3. DESCRIP V-ONOFPROJECT OROKAIITY:W%fV A/? k /S O 4. TYPE OF MOBILE HOME 5. OWNERS INFORMATION Name: Address: City: {� 5 L state.. S Zip: At S 3 Phone: i 3 Email: o� a YVl o� rvui rn �� U�oL(l i�/c1 i� CQMPONENT . PRODifCT; DESIGN IDPRE V INDOW5. b. CONTRACTOR'S INFORMATION- K,-t&ZFLRegfCert#: a8 a8 11 % i 1.. County Cert #: Business Name: 1"► u r ! c( �f/ j S �i� 1 C . Phone Number: -7 -7 '2 - .5 Z• - 9r (o C ►'J Emaii: oar Y' rl r 7 b 0 E Attach 2 copies .of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 7 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained inthis. pn is correct and that all work will be done in �� /,VpAe aef*ompliance with all applicable laws regulating co li 2od zoning. OF OWNER OR CONTRAGTORlQUA13MR PRINT OWNER OR CONTRACTOR/QUALIFIER N STATE OF FLORIDA, COUNTY nF �J/WL ACKNOWLEDGED BEFORE ME THIS DAY OF girl, %oi -7a TION. ,p )p SEAL l TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF CO CSMBNT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE14ENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN TORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. °A� �,,,, AUDA� 051159 ;a"'"�- MVCOMMIS ar�Mh6 2015 *: �* erwdlers � .a; EXPIFIE olary Public Und �;e� BondedihruN ST. LUCIE COUNTY Vinyl Siding INSTRUCTIONS IONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, and Doors is to be used only for those activities that are not otherwise included under a pnma6 Building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/STTE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER ................. :............... ...:.....:............. Indicate the Property Tax Identification Number for the property on which the building activity is taking place: 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application 4. OWNERS INFORMATION: ..................... I ............................ Indicate the name and address of the owner of the property on which the product is to be installed 5. CONTRACTORS INFORMATION: ..................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration members, and the name of the business doing the work. 6: VALUE OF'CONSTRUCTION. .......... ................................. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the aniount of permitting fees to be assessed St Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St Lucie County Building and Zoning Departmerit, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no Later than 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 PdVL For assistance in completing this application, please contact the St Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772)-462-1261. SLCCDV FORM NO: 006-05 Revised: 4/10/2012 PDSD JC Property Appraiser - St.Lucie r^ ,7ty, FL _ Page 1 of 1 Marr Development of Central FL Inc Record: 1 Of 1 Property Identification Site Address: 351 SE SOLAZ AV Sec/Town/Range: 28 :36S :40E Map ID: 34/28S Zoning: RS-4 Ownership and Mailing PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print �,l1GIE G ParcellD: 3419-545-0032-000-2 Account #: 43072 y : e Use Type: SF Res City/Cnty: Saint Lucie County Owner: Marr Development of Central FL Inc Address: 1221 Malaga Ave Port St Lucie FL 34953-4822 Sales Information Date Price Code Deed Book/Page 2/15/2012 30000 0001 SP 3370 / 0349 12/29/2011 14700 0112 QC 3354 / 1117 3/1/2011 100 0112 CT 3274 / 2694 11/10/2006 170700 00 TR 2711 / 2658 11/30/2004 104000 00 WD 2115 / 1735 8/31/2004 100 01 QC 2180 / 0490 12/31/1993 100 01 QC 0879 / 0592 11 /30/1993 0 01 PB 0872 / 0699 8/28/1991 100 01 QC 0752 / 2825 4/1/1981 46500 00 CV 0353 / 1460 9/1/1975 22000 00 CV 0244 / 1941 Legal Description RIVER PARK -UNIT 6- BLK 57 LOT 14(MAP 34/28S) (OR 3370-349) Assessment 2013 2013 TRIM: 34400 Assessed: 34400 Ag.Credit: 0 Exempt: Taxable: Taxes: 696.68 BUILDING INFORMATION Exterior Features View: - RoofCover: ExtType: HC- - HC- YearBlt: Grade: C- - C- EffYrBlt: StoryHght: 0010 -1 Story No.Units: Interior Features BedRooms: 2 Electric: FuliBath: 1 HeatType: 1 /2Bath: 0 HeatFuel: %A/C: 0 %Heated: Special Features and Yard items Type Y/S Qty. Units Qual. Cond. YrBlt. SWAV - RES POOL AVG Y 1 450 AV AV 1977 PA01 - POOL DK-AVG Y 1 630 AV AV 1977 Total Land and Building Land Value: 6000 Acres: 0.19 Building Value: 28400 Finished Area: 1056 SgFt tk � � � re\�` TG - Tar & Gravel RoofStruct: GA - Gable 1962 Frame: 1962 PrimeWall: BS - CB Stucco 1 SecWall: - MX - MAXIMUM PrmintWall: DW - Drywall AvgHt/Fl: - Prm.Flors: TZ - Terrazo 0 %Sprinkled: 0 Land Information No. Use Type Type Measure Depth 1 0100-SF Res 260 -Front Ft 75 110 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/pasle/prc.asp?prclid=341954500320002 9/3/2013 Property Appraiser - St.Lucie r �„ .inty, FL Page 1 of 1 Marr Development of Central FL Inc Record: 1 of 1 Property Identification Site Address: 351 SE SOLAZ AV Sec/Town/Range: 28 :36S :40E Map ID: 34/28S Zoning: RS-4 PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 3419-545-0032-000-2 G Account #: 43072 Use Type: SF Res City/Cnty: Saint Lucie County '• Ownership and Mailing Owner: Marr Development of Central FL Inc Address: 1221 Malaga Ave Port St Lucie FL 34953-4822 Legal Description RIVER PARK -UNIT 6- BLK 57 LOT 14(MAP 34/28S) (OR 3370-349) Sales Information Assessment 2013 Date Price Code Deed Book/Page 2013 TRIM: 34400 2/15/2012 30000 0001 SP 3370 / 0349 Assessed: 34400 12/29/2011 14700 0112 QC 3354 / 1117 Ag.Credit: 0 3/1/2011 100 0112 CT 3274 / 2694 Exempt: 11/10/2006 170700 00 TR 2711 / 2658 Taxable: 11/30/2004 104000 00 WD 2115 / 1735 Taxes: 696.68 8/31/2004 100 01 QC 2180 / 0490 12/31/1993 100 01 QC 0879 / 0592 11/30/1993 0 01 PB 0872 / 0699 8/28/1991 100 01 QC 0752 / 2825 4/1/1981 46500 00 CV 0353 / 1460 9/1/1975 22000 00 CV 0244 / 1941 BUILDING INFORMATION �a> Exterior Features View: - RoofCover: TG - Tar & Gravel ExtType: HC- -HC- YearBit: 1962 Grade: C- - C- EffYrB[t: 1962 StoryHght: 0010 -1 Story No.Units: 1 Interior Features BedRooms: 2 Electric: MX - MAXIMUM Ful]Bath: 1 HeatType: - 1/26ath: 0 HeatFuel: - %A/C: 0 %Heated: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type SWAY - RES POOL AVG Y 1 450 AV AV 1977 1 0100-SF Res PA01 - POOL DK-AVG Y 1 630 AV AV 1977 Total Land and Building Land Value: 6000 Acres: 0.19 Building Value: 28400 Finished Area: 1056 SgFt RoofStruct: GA - Gable Frame: - PrimeWall: BS - CB Stucco SecWall: - PrmintWall: DW - Drywall AvgHUFI: Prm.Flors: TZ - Terrazo %Sprinkled: 0 Type Measure Depth 260 -Front Ft 75 110 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/pre.asp?prclid=341954500320002 9/3/2013 Pil E COP Awil Y 0.1 Xf A,4 '(q to IN bow 4) e&+ � tjcs4 C-2- Lojm�O"j S) m"g-4. Tuesday, Sep 03, 2013 04:30 PM Florida Building Code Online Page 1 of 1 i "bold, k-p: i i aq'ul';iv Busines (' ProfessirialRequiation b e � 3�_ __ will", BCIS Home j Log In User Registration ; Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 1 BCIS Site Map Links Search Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application List—� Criteria de Version 2010 FL# ALL plication Type ALL Product Manufacturer Silverline Building Products Corp. tegory Windows Subcategory Double I -lung plicatlon Status ALL Compliance Method ALL ality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL )duct Model, Number or NameALL Product Description ALL proved for use in HVHZ ALL Approved for use outside HVHZ ALL pact. Resistant ALL Design Pressure ALL ier ALL Results - Applications I FL# Type manufacturer -Validated By Status FL1"4996 „ New Building Products Corp. Ryan ]. King, P.E. Approved lilverline ategorry: Windows (813) 787-8283 ubcategag( Double Hung -Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact s :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-201.0 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCheak 22 14-34141 VAIRE FILE COP Y http://www.floridabuilding.org/pr/lD_app_lst.aspx 9/2/2013 Florida Building Code Online Page 1 of 3 rBCISrSite Flol!d8 D-2pa {Henn BCIS Home Log In ; User Registration j Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff Map Links Search Busines �) (NINProduct Approval ProfessialUSER: Public User RE)gu atiol I Product Approval Menu > Product or Application Search > Application List > Application Detail g� FL # FL14996 i Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, N7 08902 (732) 435-1000 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer l Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. r. Validation Checklist - Hardcopy Received Certificate of Independence FL14996 RO COI Certificate Of Independence. odf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA101/I. S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paralri=w✓GEVXQwtD aZ 59%2fDrx2... 9/2/2013 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 11/18/2011 12/22/2011 12/28/2011 01/31/2012 ------- .._ . .......... )summary of Products FL # Model, Plumber or Name Description 14996.1 a. Series 8500/9500 Model Extruded Vinyl Tilt Double Hung Window 8520/9520 4 i Limits of Use Installation Instructions I Approved for use in HVHZ: No FL14996 RO II INST 14996.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design (Pressure: N/A Evaluation Reports � Other: See INST 14996.1 for Design Pressure Ratings, FL14996 RO AE EVAL 14996.1.odf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. _ 14996.2 b. Series 8500/9500 Model Extruded Vinyl Reinforced Tilt Double Hung Window 8501/9500 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14996 RO II INST 14995.2.pdf Approved for use outside HIVIiZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14996.2 for Design Pressure Ratings, FL14996 RO AE EVAL 14996.2.1)df any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 14996.3 11c. Series 8500/9500 Model Extruded Vinyl Reinforced Tilt Double Hung Window with 8501/9500 - Nailing Fin Limits of Use -��-s— `Installation Instructions Approved for use in HVHZ: No FL14996 RO II INST 14996.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ':. Other: See INST 14996.3 for Design Pressure Ratings, FL14996 P,0 AE EVAL 14996.3.pdf any additional use limitations-, Installation Instructions Created by Independent Third Party: Yes and product particulars. 14996.4_ 1d. Series 1200 Model 1200 Extruded Vinyl Tilt Double Hung Window _ Limits of Use Installation Itnstr�.srtloaes t Approved for use in HVHZ: No rL14996..__P,0 1I-INST_1Qd 4996.4.f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A i<valua$ion Reports Other: See INST 14996.4 for Design Pressure Ratings, i_L'J.4996 RO AE EVAL 14996.4.pdf any additional use limitations, installation Instructions Cr.=_a`ed by independent Third Party: Yes I and product particulars. e. Series 3000/3900 Model Extruded Vinyl Double Hung Window with Nailing Fin F14996.5 3001/3901 -�==a of Use `Installation Instructions :Limits Approved for use in HVHZ: No I F_L14996�RO II INST 14996.5_pdf roved for use outside IIVHZ: Yes ; Verified By: Lyndon F. Schmidt, P.E. 43409 ' Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A ;Evaluation Reports l Othe1•: See INST 14996.5 for Design Pressure Ratings, F! 1499E PO AE EVAL. 14996.S.odf i lany additional use Ilmltatlons, installation instructions Created by Independent Third Party: Yes and product particulars. f 14996.E 'F. Series 3000/3900 Model 'Extruded Vinyl Twin Double Hung Window with Nailing [3002/3902 ,Fin (Integral Mull w Continuous Head and Sill) _ ;(Limits of Use � ilns+ellation Instructions i+ Approved for use in HVNZ: No i HVHZ: Yes FI-14996 RO II INST 14996.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 � Approved for use. outside Impact Resistant: No Created by Indrpendent Third Party: Yes i http://www.florid.a�ouilding.org'Pr/pr app_dtl.aspx9param=v; ➢EAt'xQwt qaZ 59%2fOrx2... 9/2/2013 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Other: See INST 14996.6 for Design Pressure Ratings, Evapuation Repasrts I FL14996 RO AE EVAL 14996.6.Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 14996.7 g. Series 3000/3900 Model 3003/3903 Extruded Vinyl Triple Double Hung Window with Nailing Fin (Integral Mull w Continuous Head and Sill) Limits of Use mnstallation Instructions Approved for use in HVHZ: No FL14996 RO 11INST.14996.,7_pdf Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14996.7 for Design Pressure Ratings, FL14996 RO AE EVAL 14996.7.Ddf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 1,4996.8 J ----h. "WeatherStopper'"" Series -- _ 9500 -Model 9500 I Limits of Use — ---- �PFL14996 Extruded Vinyl Tilt "Jmpact" Double Hung Window nsrallation Instructionrs Approved for,- rise in HVHZ: Yes RO IT INST 14996.8.Ddf Approved for use outside H49l IZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes ( ! Design Pressure: N/A Evaluation Reports Other: See INST 14996.8 for Design Pressure Ratings, F; j4996 RO FiE i_VAL 11996.8.Ddf any additional use limitations, installation Instructions Created by Independent Third Party: Yes I and product particulars 14996.9 I. "WeatherStopperi" Series 119500 - Model 9500 --- Extruded Vinyl 'tilt "Impact"Double Hung Window Limits of ilso Approved for use in HVHZ: No Approved for use outside HVHZ: Yes ImpaLl Resistant: Yes Installation Instructions FL14996 RO II INST 14996.9.Ddf Verified By: Lyndn F. Schmidt, P.E. 43409 Created by I;id pendent Third Party: Yes Design Pressure; N/A Evaluation Reports I Other: See INST 14996.9 for Design Pressure Ratings, i_..14996 RQ nE EVAL. 14996.9.odf j any additional use limitations, installation instructions j Created by Independent Third Party: Yes and product pEirticulars f eacL• tdaxz C2ntact Us :: 1940 Ngrth Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florid=..:: Rriyacr SCE 'cri_nt• :: A=ce5sibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Inscead, contact the office by phone or by traditional ,nail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4:5.3.275(1), Florida Statutes, effective October 1, 201'2, lic:ansees Itcensrd uvder haptar 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for off d: l communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the [ eparcment with an einail audress which can be made available to the public. To determine if you are a licensee undo r Chrpcar 455, F.5., please click erg,. Product Appr;vat Accepts: I� -° M !c;;e�t i `t51— http://www.floridabuilding.org/pr/-D p_dicl.aspx?param=v✓t:.�E` XQmrtd�quZ 59%2fDrx2... 9/2/2013 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Silverline Building Products Product Name "WeatherStopperT"" Windows Double Hung 1 Silverline Drive Series 95001 Model 9500 North Brunswick, NJ 08902 Extruded Vinyl Tilt Double Hung Window Phone - 732.435.1000 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for SilveMfe 'SuiNing Pvccluv?,l Masud on lithe Chapter 1`li3 ':'I ;3, M :fflo!! 'i D cif Ills; ' t tF of r 1orida Product Approval, Department of Go mrr unit-f Affairs -'Florida Building C ovnrnissioLY. RW Building Consullant3 and Lyndon F. Schmidt, f .E. do not Nava i-ior will SCi{uiPC Slridi,i ial interest In the cornpany manufacturing or distributing the product or in any obier entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on datails. Anchor embedment to tease material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building G'ode and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this prot;ijct complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets n.issiie lave! "f?" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-14996.8 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ". 8. See drawing FL-14996.8 for size and design pressure limitations. Supporting Documents 1. Test Report 14o. Test >tandard TEL 07-01410256 TAS 201-94, 202•5v & TAS 20-1-94 ATI 53330.01-122-18 TAS 201••9 4, 202454 & TAS 203-31 2. Miami -Dade County NOA Materials Testing 11-0624.01 PVB Interlayer by DuPont 3. Drawing No. I Prepared by No. FL-14996.8 RW Building Consultants, Inc. (CA #9813) 4. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. i_9.�t n1��l�i9i?af 2t E}y gBgij2! by r�:Yi-icl Fv,-hi=ition t_ab.,lnc. Wendell Harey, P.E. 1r;':;itertnral `estiiig, h c. 8< ven M. Urich, P.F. Sicaned 8. Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 5. (duality Assurance Certificate of Participation issued by VI indovf & Door Manufacturers Associatio,, . e-,eitif,A m ,.,,at-;.Weriine 130 ir,g Products, is manufacturing products a quaGtf 2s5urar;:;8 program ?fiat C.!::',.pliee li,,Kh ;Oi.UC- 1-r020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 12/20/2011 PF 1636 Sheet 1 of 1 n' I N (.11 1")SilverLine' 'IN .0 e.'".1; R �: a 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 WEATHER STOPPER OPPERTM v>r -RIES- 9500 / MODEL 9500 EXTRUDED VINYL VLT DOWD.-LE H.ING WINDOW GENERALNOTES "IMPACrr 1, This product has been evaluated and is in compliance with the 2010 Florida Buildinq Code (FBC) siruc"Ircl rcquiramonts including tho "High Velocity Hurricane Zone" (HVHZ(. Product anchors shot! be as l'uted and spaced as shown on details. Anchor embedment to hose material shall be beyond wall dressing or stucco. 14P ;on used in the "HVHZ" this product cornp1los With section 1626 of the Florida Building Code and does not require an impact resistant covering. ,en used in areas outside of the "'I I — faquliing wind borne debris protection this product compries vr'th Section 1609.1,2 of the FBC and does not require an impact resistant covering. This product meets si wile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. Far 2x stud framing construction, anchoring of those units shall be the some as that shown for 2x buck masonry construction. 6. Sl:e conditions that deviate from the defails of this drawing require further engineering analysis by a licensed enalneer nr registered architect. '. This producimeets waie inrrltrailonrequLfementsfor "HVHZ". TABLE OF COMTEMS SHEE7tt DESCRiMN } �) Typical efevottons. design pressures & general notes 2 ' vertical & horizontol cross sections 3 Vertical cross sections 4 Buck & frome anchoring 5 Components materials, components and glazing details 56.25' MAX. O.A. WIDTH FLANGE TO FLANGE 54.25' MAX. O.A. ° rFRAME WIDTH —� T- 113 M h i1 i i 1 � � �{P+�.�: :.,. r•L4Ft;�`sli t 7ti)Yti;hSfDA3 FA`¢MC , �Nti hF�>{i tp° _ { t)a0� rr r �S.iF.OISiQM "'�+� � _ ..._.x� fQ5)TJS/E �lE�A'flVk 55.37-' X 76.37" 63.37' X 74.3T' 46.42" X 32.. +50,0 "50.0 C1 36.12" X 64.50" 36.12" X 42ST 29,17" X 24 +65.0 56.25" X 75.3T' 54.W X 73.37' 47.30" X}32.3,V +60.0 -50.0 3$.12"X84,¢0" 36.12 X62.5ti" 29.ti k d,0b" f +05,0 .65.0 "Max, width & height occur on IN h a�n C� W � 2 a Nan o onc0�li UN•• dra zog61 om as poi; o �LL'v BY. ea FL-14996.8 1 ov 6 tz 0 d .� ad•• Gy' w u Q p a� - ?>n o� a NOTE: c t I. Frame anchoring screws ars tocateo to the ! tntertoriamb (above meeting rail) and 4z the B z a 8 o § s exterlorjamb (below mceftng rail). E jl a s fr r 2 it r 2 16 0 1U 0_s _ 17 o 37 z 66 35 r 19 o Y. 4 32 Gil G2 L 39 m g U 1/4'"MAX. 2g 3 EXTERIOR 29 IMER103 6 0� S?ACj - § ITYP.) 2 3 3 G B a \ r/ nth 8 E a a III U t 33 G (.� � 1� 34 4 —0 ! 4 10 34 Gil G2 34 �7O 35 r ' • ,g 17 INTERIOR .. 18 (J t z s • I: o o 38 in 1�al m i � r � r n 3 `,r��•�uc ,5 .i-`nit � r = � --= -� � t �C�'!! � a 71�} Z C l GL Q EXTERIOR 34 4 _at 7-1 ) o6 16¢ il G f '0E443. 11P.) ra 12 0711 a scar: N.T.S. s SEE NOTE 4 SEE NOTE I E ' ' '• . • .. a 4 , , ,. ewe. sr: KK � x 2 HOP.IZONTAL CROSS SECTION / T_ VERTICAL CROSS SECTION'Y'H6 2 FL-14996.8 IL SHEET 2 OF E �, i r J f tj A F Z, E EXTERIOR INTERIOR tl �l VERTICAL CROSS SECTION 2 \,IShown wl IX sub —buck cW o uj 2 foc WERIOR INTERIOR E)CERIOR INTERIOR H F M z z �r ,i E Fe z o Dn 12106111 SCAM N.TS. Sa QW0. all. KK m r2—\, VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION cHK. By.. LFS �i masonry $;It �.3 Masonry sin DWAIN* NO.: FL— 149.96.8 SHEET 3 OF 14.8'MAX. 14.S'MAX. ON CENTER ON CENTER Typ. C TYP. WINDOW-/ F Typ. WINDOW-/ 2XBUCK -/ FRAME FRAME MEFUNG MEETING RAIL t t T- RAIL 2X BUCK --, FRAME AND GLAZING FRAME AND GLAZING MASONRYI REMOVED FOR CLARITY IX DUCK—" REMOVED FOR CLARITY OPENING )OPTIONAL MASONRY SILL H of MCKANCHORINO 2 FRAME ANCHORING IX FRAME ANCHORING F MI CONCRETE ANCHOR NOTES: olfecval concrete screws froryl different supplier may have different edge distance and center distance requirements. 2. Concfefe 3Cr-`.,Wloc-:Wons of ('he comeis ray be adjusted to maintain fhe minimum edge distance to mortar joints. If concrete screw R" (p n 0 -LO bc, adjusted to maintain the min"Irflum edge , -nf,oas noted CiS'MAX. ON CEN— e distance to mortar joints, additional concrete screws may be required to ensure tale nicvdrnum on center dimension is not exceeded. 3. �Concrete anchor table: f ... . . ... .. ........ .... ..... . .. . .. . . .. ... .... .... ... .... . .. ... .. . ..... .. . ......... �.,: .. ....... .. . .. . . ......... .... .. .. . . .. . . . . .. . ... ........ -* .. ...... rrpY. NIR 0-6f. ........... ...... .... . ....... . ...... .. ............ .. ...... ....... .......... . ... .... ... 1/4" 1-1/4 .... .. ... .. . 4!" LE: X BY. KK GY. LFS FL- 14996.8 0 iF C1 4 -CF6 Q 1.547" —T 8 z; —f— --I 1.01" �-- o 6 56O 5 E u _ � SH TOP RAIL G $ �` 4 GIAZUG PF ^ 6 1 p (.+ SASM 9A 0! Rq �ZPF,IiSL+SH STILE $ ^, a � 2.185" � � 1.779" 07" 0 1.365' cfOi _ `� ro ci .875" I a T --� 1.227" I -- a UPPER ! LOWER !±F?!nr m 9 GRAIL f0 �" S171e- 71 ' P � �0 F 33 E±NFORCING BAR i N z 0 1.293 T.618" F1.265" 3 EIF z U-1e DATE: 12 06 11 = SCAM N.T.S. ° �FE�'ER RAH_ Fi STILE R�NFORCEMF_NT m „ 34 35 f �( },�.±prFORCEMFNT 37 HEAD ADAPTER 36 SILL ADAPTER_ owo. ar: KK a cHK. at: LFS r on�,wiHo Ha.: � FL-14996.8 0 GHEeT _�L 6F 6 3.312" ° T b 1 fr M N (1 N y d 1pI 3 $ d, m ui36a Lp 9 pZ O N —3.312" ° 1 MAIN F ME HEAD & J: AM8 2 1 ! RA SILL INTERIOR 71W OVERALL GLASS THK. 20 7/I65/37'ANNEALEDGLASS c� GLASS BITE 43' � 1 i 09a, PVB. 3794" y m ry 8 i, BY DUPONT ]IF W 2 1 �, _ 5/37' ANNEALED GLASS as AIRSPACE 78 W HERSTRIP a a f� EXTERIOR 5/37' ANNEALED GLASS Gt GLAZING DETAIL �. J INTERIOR 7/ 6- OVERALL GLASS THK. g 20 7/16" 1 /U' ANNEALED GLASS GLASS BITE 43' 090" PVB. c.. /� —BY DUPONT i _ 1/8"ANNEALEDGLASS w r ` AIR SPACE o O o 2 U O DAM 12106111 z �� \ scue N.T.S. ° THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE EXTERIOR (� L 1/8"ANNEALED GLASS aWc. ar: K1C � PRODUCED BY EXTRUDERS UCENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID / cHx. ar: LFS PVC EXTRUSIONS". GLAZING DETAIL DRAWINO NO.: � �— C2 FL-14996.8 0 $NEU 6 Of 6 s BILL OF MATERIALS IIS/iQ QESCRIPBON MAlEft/Al A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C #10 X 1-II7' PFH WOOD SCREW STEEL D 1 /4" X 2.3/4' ELCO OR IT1N CONCRETE SCREW STEEL F MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 3-1 /b" ELCO OR ITTN PFH CONCRETE SCREW STEEL G 1 /a' MAX SHIM SPACE WOOD I H 1/b" 2-1 /4 ELCO OR f'W PFH CONCRETE SCREW STEEL 1 EXTRUDED PVC MAIN FRAME HEAT) /JAMB #52-6601 ' PVC � 2 EXTRUDED PVC MAINFRAME SILL #52-B601 ° PVC 3 WEEP HOLE COVER (SILL) #200-492-021 POLYMER 4 EXTRUDED PVC GLAZING BEAD #52 221 T ° PVC b !EXTRUDED PVC UPPER SASH BOTTOM RAIL 1t52-8507 PVC 7 EXTRUDED PVC UPPER SASH STILES #52-8504 ° PVC 8 EXTRUDED PVC LOWER SASH TOP RAIL #52-8508 ° PVC 9 i EXTRUDED PVC UPPER /LOWER LIFTING RAIL #52-8506 ° PVC t i0 EXTRUDED PVC LOWER SASH STILES #52-8505 °PVC i T 1 EXTRUDED PVC SNAP Qi� MASONRY FLANGE PVC 12 HEAVY DUTY KEEPER #12-9LI3 STEEL 13 _ j ii8 X 5!4" PFH SCREW ZINC PLATED � STccL I b #8-32 X I/2" PPH MS STEEL t b tNEATHER STRIP ?!LE W/r'IN .270 X .270, W21275NW BY ULTRAFAB - 17 ,WEATHER STRIP PILE W/FIN .270 X .190, W21195NW 8Y ULTRAFAB - 18 I WEATHER STRIP O•LON U-3333-000 BY SCHLEGLE - 19 UPPER SASH LATCH PVC 30 GLAZjI�G COMPOUND PURFECT GLAZE 3k-937 NATIONAL STARCH &ADHESIVE SILICONE 21 TOP SASH POLYMER TILT LATCH PLASTIC 22 TOP SASH PIVOT STEEL 23 BOTTOM SASH HEAVY DUTY TITL LATCH #12-9511 L-R PLASTIC 24 BOTTOM SASH HEAVY DUTY PIVOT # 12-9514R•L STEEL 28 #8 X 1"PFH SCREW' STEEL ��. 29 #b X 1"PFH SCREW ZINC PLATED STEEL Ji 31 SASH LOCK ASS'Y (DIE CAST ZINC ALUMINUM) 32 SASH LOCK KEEPER (ZINC DiE CAST} - 33 REINFORCING BAR #51$567 STEEL ^' YrE? ER RAIL & STILE REINFORCEMENT +`F^ nci,� � A,!J4',!':L1M , 35 LIFT RAIL REINFORCEMENT lt50.8568 ALUMINUM 3b LOCK RAIL REINFORCEMENT #SO-8567 ALUMINUM 37 HEAD ADAPTER #50.8563 ALUMINUM 3S SILL ADAPTER #SO.8564 ALUMINUM 39 #8 X I" PFH SCREW ZINC PLATED. STEEL 43 GLAZING SPACER STEEL MIAMI•DADE e DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Trulite Window & Door Solutions, LLC 6 l?-� •�� L—ti•� 8130 NW 74`h Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If 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: Series "580" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. W96-38, titled "Series 580 Alum Single Hung Window (N.I.)" Sheets 1 through 5 of 5, dated 10/10/96 with revision H dated 12/23/11, 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: None. 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", unIess 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 NTOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade . County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0118.16 and consists of this page 1 and evidenre pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0906.06 Expiration Date: November 14, 2017 Approval Date: December 06, 2012 Page 1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W96-38, titled "Series 580 Alum Single Hung Window (N.I.)" Sheets 1 through 5 of 5, dated 10/10/96 with revision H dated 12/23/10, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. 'PESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -tip drawings and installation diagram of a series 580 eyebrow top aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. (Sn .bmittc(d aitder Ar®,4#09-03d 6.10) 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 ASTM 588, TAS 202-94 along with marked -up drxivvings and installation diagram of a series 580 radius top aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4443, dated 01/26/05, signed and sealed by Edrnundo Largaespada, P.E. (gasbmiVed a nder.NOA#09--0316.10) 3. 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 AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation diagram of a series 580 aluminum single hung window, gla.aed w/ 3/16" temp. glass, prepared. by Fenestration Testing Laboratory, Inc., T est Report No. F'TL-3879, dated 08/2.8/03, signed and sealed by Joseph Chan, P.E. (SuVimxed under ATOA1 #02-0507.06) 4. Test reports on: 1) Uniform. Static Air Pressure Test, :Loading, per FBC TA S 202-94 .2) Water Resistance Test, per FP3C, TAS 202-94 along with marked -up dnv= rin s and installation diagxain of a Series 580 Aluminum Single Hung Window, glazd with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No.1+TL-3861, dated 08/07/03, signed and sealed by Joseph Chan, P.E. (Submitsed udder NNOA #02-0507.06) Manuel Per Product Conti-ni Ex ener N®A No. 12-0906.06 Expiration Date: November 14, 2017 ApprovalDate: December 06, 2012 E-1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 02/24/09 and updated on 01/04/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12-0118.16) 2. Glazing complies with ASTM El300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated Jaimary 4, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted underprevious NOA #12-0118.16) G. OTHERS 1. Notice of Acceptance No. 12-0118.16, issued to Trulite Window & Door Solutions, LLC, for their Series "580" Aluminum Single Hung Window — N.I., approved on 03/15/12 and expiring on 11/14/12. Mann@ Per .E. Product Control xam' er NOA No. 12- 6.06 Expiration Date: November 14, 2017 Approval Date: December 06, 2012 E-2 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED \ a a M O �o agh 2 3 N J M � C v SERIES 580 ALUMINUM SINGLE HUNG WINDO DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAIriI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN.OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. II II B 11 I li III II 11 II �II II II 48 1/2- O.L OPG. 80 11/18° TOP OR 53 50 1/8" I u u u u 11 II it 11 II !I II 1O � i1 VNI Jo it / II RMAL ELEVATION TESTED UNITS 48 50 11/18" INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES 7HE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. ;lw� 2012 INSTALLATION OF 14S SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE ROUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. , v yyyggg3�� Z o� Gl a B° MAX. a HEAD CORNERS }T OE m j 0 �- V N 'RODUCT REMEP/� cc M u cbmplyingwhh lheFbytdtT: ,W B 9ulding Code 0 5 $ 4cceplonee No �f Erpirmlon Dett ) ! c By x MID a Pr6ddM C c d �l [Iryry� PRODUCT wsvvsnv e3eomplyln8with 1heyl(ld& b Bolld8lg Code U a Accepl9noeNol�� 11 11 S fi Bxolmllon Dffie �2 BY drawing no. W96-38 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 1/6" ANN. GLASS 3/16" ANN. GLASS 3/16" TEMP. GL0. ANCHORS METHOD 'A' ANCHORS METHOD 'B' ANCHORS METHOD 'A' ANCHORS METHOD 'B' ANCHORS METHOD 'B' WIDTH HEIGHT EXT.(+) 1N7.(-) Off.(+) INT.(-) EXL(+) INT,(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8" 26-1/2" 37" 42" 48" 53-1/6" 26" (3) 60.0 80.0 60.0 1 80.0 60.0 121.6 80.0 125.0 60.0 210.0 60.0 80.0 60.0 80.0 60.0 87.4 80.0 126.0 60.0 179.7 54.9 64.0 60.0 80.0 54.0 54.9 00.0 112.9 60.0 112.9 48.6 46.6 60.0 79.3 46.6 46.6 60.0 95.9 60.0 95.9 39.5 39.5 52.7 52.7 39.5 39.5 60.0 81.3 60.0 81.3 34.9 34.9 38.6 38.8 34,9 34.9 60.0 71.9 60.0 71.9 19--1/8" 28-1/2" 37' 42" 48" 53-1/ 8" 38-3/6' (4) 60.0 80.0 60.0 80.0 1 BD.O 109.9 1 60.0 1 125.0 60.0 210.0 60.0 79.3 60.0 80.0 60.0 79.3 1 80.0 125.0 60.0 163.1 88.8 5e.8 00.0 73.6 66.8 50.8 60.0 116.E 60.0 1i6.8 50.0 50.0 58.3 56.3 80.0 60.0 60.0 102.9 1 60.0 102.9 37.0 37.0 37.0 37.0 43.8 43.8 60.0 90.1 60.0 90.1 - - - - 39.0 39.8 60.0 81.4 60.0 81.4 19-1/8" 20-1/2" 37" 42" 48" 03-1/8" 50-5/8" (4) 60.0 80.0 60.0 80.0 60.0 83.3 60.0 125.0 80.0 171.3 60.1 60.1 Bolo 80.0 90.0 60.1 60.0 123.7 00.0 123.7 43.1 43.1 80.0 54.8 43.1 1 43.1 00.0 88.6 60.0 88.6 - - - - 37.9 37.9 80.0 78.0 60.0 78.0 - - - - 33.2 33.2 00.0 08.3 60.0 68.3 - - - - 30.0 30.0 60.0 1 61.7 60.0 01.7 19-1/8" 0 26-1/2" [ 37" 42" 48" 53-1/8" 39" (5) 66.0 80.0 00.0 80.0 6D.0 89.3 00.0 120.0 00.0 183.8 60.0 64.6 60.0 60.0 00.0 64.5 50.0 123.0 60.0 132.6 40.2 46.2 47.9 47.9 46.2 46.2 80.0 93.0 60.0 95.0 40.7 40.7 60.0 83.7 GO.O 83.7 - - - - 35.6 1 35.6 60.0 73.2 60.0 73.2 - - - - 32.2 32,2 60.0 64.0 60.0 66.2 119-1/8" 26-1/2" 37" 42" !1 48" 53-1/6" 63" (8) 60.0 80.0 60.0 80.0 60.0 100.4 80.0 125.0 60.0 206.5 60.0 72.5 60.0 76.7 60.0 72.5 00.0 125.0 60.0 149.0 47.0 47.0 47.0 47.0 51.9 51.9 60.0 97.5 60.0 106.7 45.7 45.7 6D.0 85.1 SO.0 93.1 - - - - 40.0 40.0 60.0 71.9 60.0 75.8 - - - - 36.1 38.1 60.0 62.7 00.0 C5.4 II 26-1/2" J 37" 42" 48" 74-1/4" (0) 50.0 74.6 60.0 74.6 60.0 85.2 1 60.0 1,25.0 80.0 175.2 00.0 61.5 60.0 04.1 80.0 61.5 60.0 113.4 60.0 126.5 44.0 44.0 00.0 82.0 60.0 solo _ - - - 38.0 35.5 00.0 74.8 80.0 79.8 - - 33.9 33.0 30.0 05.5 80.0 89.8 - - 30.7 3077 58.0 58.0 80.0 60.0 NO. R4 PARENTHESi3 INDICATE NO. OF ANCHORS PER JAMB. 1/4" D:A. ANCHORS AT THIS LOCATION FOR UPPER HALF OF JAMBS XiG" OIA. ANCHORS THIS LOCATION FOR LOWER HALF OF JAIABS ANCHORS MF.'CHOD 'A' 1/4" OA. ANCHORS AT THIS LOCATION FOR UPPER @ LOWER HALF OF JAMBS -nL ANCHORS METHOD 'D' APPROVED CONFIGURATIONS SHAPES SHOWN ABOVE OR SIMILAR Ft� t WINDOW WIDTH 1/0" ANN. GLASS OR 3/16" ANN. CLASS OR 3/16" TEMP. GLASS SCS 1000 u u . )RDDUCF REWE4Wt� As cdmplyine with the Fiorf&.. 9oidln8 Code QUAZINC OPTIONSIL0906 Xf. IS s I. Ito. Dote 7 By NOTE; Miami cde Pr6duet Cox it), GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E130O-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 t r� PRODUCT REVISED ea conlplyins with the Florida a B drawing no. W96-38 O W W TYPICAL ANCHORS 1/4" 7APCONS SEE ELEV. FOR SPACING ,.ae n A a WOOD BUCK . I OPTIONAL TO BOTTOM LATCH "• de n NO ABHORS REDO: A14ILL MACING TYPICAL ANCHORS ►10 S SEE ELEV. FOR SPACIMSNG COUNTY APPROVED MULUON ANCHORS TE NOA TYPICAL ANCHORS 1/4" TAPCONS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ,3/16" OR j/4" TAPCONS (SEE SHEET 2 FOR USE OF 3/10" TAPCONS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO GONG. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY g�2 SMS OR SELF DRILLING SCREWS (GRADE 5 OR INTO METAL STRUCTURES STEEL : 12 GA, MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/B" THK, MIN, (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 010 SMS OR SELF DRILLING SCREWS INTO MIAMI—DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 1-1/4" MIN. INTO WOOD STRUCTURE - 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANT: ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EQUIV. PADS: ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL. WEEPHOLES: W1 = 3/4" WEEP NOTCH AT EACH END 1°�u w 3 z C m p to V a $� n o r+ o � �a1Q Ogqg� Y eJ. M NN 10 IRODUCTR1zNm." avcumplytngw Dthetlli �S i 9alding Code 4cc IP12 a NO �/� U d $ Ex rad Dale y S fly 0 -L- 1 Mlam Engr. JAVAD AtIMAD PY.ODUCTRBVISED b c Dd. PCEIVIL d 705g2 as complying with the FWda 'S Rtl&ngCodoC.AN. 5J8 gtonNoDalO pta c1 drawing no. rJAN 2012 IW96-38 —j^-2.220-- ---- .6619 I •055 1.327 927 660 .012 -1�.062 � .69t, III 7 L�,.062 FIXED RAIL '}I�'999� 1.187 .055 Il—I I 1.62E -M .612 VENT TOP RAIL VENT SILL i =— 1.070 .055 •612 .697 L VENT SIDE RAIL W .030 k F .055 2 2.104 LI I .672 k--1.817 FRAME JAMB Ve WEEP AT EACH E SCREEN REVAINID S.H. VENT CQRNE&- ETAIL 0 g ''ZODUCC RENEIV@i9 � _ i escbmWYingaHhi@aP "lam _ 9nlding Code c m $ AecePtanee Ea indo Date Alip17 gytom�w4o= mill, o Eng` JA7- Aff") -PRODUCT RHVISBD o .1 FLA, PEMppL 70692wmFlytog vilh iho Florlde c C.AN.3536' BuiidlhZ Coda gqeecceepptenou No 0 B �Fation Date /2 g a t 1 6y O "m 1 Pea drawing no. 11;20,12 W96-38