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T-- I1ATE: e t PERMIT NUMBER: � del 0 " ,= PLANNINC & DEVELOPMENT SERVICES D KPARTMENT ::. BUILDI'NG & CODE REGULATIONS DIVISION 2300 Virginia Avenue S �•_ _ ..__._____.__. _._....__^_' Fort Pierce, FL 34982 CA/V//E[) St `Uc ay APPLICATION FOR REPLACEMENT OF ie County WIlNTDOWS, SKYLIGHTS, DOORS & O'VERHEAD GARAGE DOORS 1. LOCATION/SPIT ADDRESS: 335 SE TRANQUILLA AV, Port St Lucie, FL 34982 2. PARCEL ED NUMBER: 3419-530-0137-000-2 3. DESCRIPTION OF PROJECT OR WORK ACTTVITV: Install 6 Windows and 1 Doors 4. TYPE OF STRUC'CURE: SFR S. OWNERS INFORNIATION Name: C_AIC1C44/l�/�C�cO Address: 335 SE TRANQUILLA AV City: Port St Lucie State: FL Zip: 34982 Phone: 14IOB LE HOME OTHER 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: SCC131150472 County Cert. #: Business Name: Paradise Exteriors, LLC Phone Number: 561-732-0300 Windows, Swing Doors, skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 I Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval A See Floorplan 120 mph 30 mph 140 mph Windows & S li hts and Worksheet Exposure B _ Ex os ure C Overhead Garage Doors < 30' - F.R.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: S 6931.00 FEES DUE: RECE11'T: M1,NFR'S AFFIDAVIT: I certify that all of the infnrmadon contauicd in this application is correct and that all worl: -"rill be done in compliance with all applicable laws regulating construction and zo >ulg. Dan Beckner 1IRSN1' Q LI-TW [FTERS/OWW2*9-+.dM SC>KTUILE OF Q R/L(}W,NH k, ' STATE OF FLORIDA, COUNTY OF orLT —9 - C- `ce It ACKNOWLEDGED BEFORE ME TI�TI�DAYOF 10 �y . DY'! AKA VIU44 —) wHD iS PCRSONALLY ICNOK'N'r0 [ti1E01L WHO HAS PRODUCFD _ _ AS IDENTIFICATION. 011 °la Notary Public State of Florida slq' '1'Lr CRY TYPE DRPRINTNANIEOFNO'i' 9 o James Howell TITLE: NOTARY PUBLIC COMMISSIONNUMBER __I FOFc�� My Commission EE132561 Exoires09/22/2015 NOTICa TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CCI.4MENCEMENT MAY RESULT IN YOUR PAYING JOSEPH E. SMITH, "`-_RK OF THE CIRCUIT COURT — SA- t LUCIE COUNTY FILE # 3986719 C OOK 3663 PAGE 2852, Recorde, V20/2014 at 10:12 A"ER RECORDMCG RETURN TO: r PEWArr NLIvula : This apace Is reurved far n rding Info NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 3419-530-0137-000-2 SUBDIVISION BLOCK TRACT LOT BL.DG UNIT RIVER PARK -UNIT 4 BLK 37 LOT 9 (MAP 34128N) (OR 2701-1462) 2. GENERAL DESCRIPTION OFIMPROVEMENT:hata11 6 Windows and 1 Doors 3.OWNER INFORMATION- a. Name • (Damari8 Nunez Ericka Villages) b. Address 335 SE TRANOUILLA AV, Port St Lucie, FL 34982 c. interest in property d Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: jradi5e Ex:Q-ions , llC Stet-132-03t7� 2118 Corporate Drive, Boynton Beach, FL 33436 Phone: 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (IXa) T. Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided to Section 713.13 (lXb), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date ofrecording unless a different date is specified) .20_. Si or owner or Owner's Authorized Offlcer/Director/Partner/Manoger Print Name and Provide Signatory's 7111e/ORlce State of Florida county of St. Lucie ,t The foregoing instrument was acknowledged before me this ! day of 20 By L--A-/CfCIA VtCe- tir as (Printed name of person signing above) (Type of authority.., e.g. Owner, officer, trustee, attorney in fact) For (Name of patty on behalf of whom irwinv ent was executed) Personally Known_ or e f ID: *� Notary ►ubIlsBWeer Plorlda James Howell (� _ MyCommisstonEEr726ar --T,4M `� "`` Warn) Expires00/22/2015 (Printed Name of Notary Public) pa are of NotaryPublic) Under penalties of perjury. I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (scution 92.525, Florida 3t udcs). Signatum(s) of Owner(s) or Owner(s)' Authorized OflicerlDirector/Partner/Manager who signed above: By: By R... od nWV.. maim ( ) (Printed Name) Date' rL ©ara Ise L '' xo E X T E R I O R S IMPACT WINDOWS AND DOORS 2118 Corporate Drive, Boynton Beach, FL 33426 Office 561-732-0300 Fax 1-866-721-5332 State Speciality License # SCC131150472 Ceo tASIL CONTRACTAGREEMENT To: �4 ion/ Date: i Street: .- nc /.(VQ�1!! >�/ ���- Email:, city/0 State: �` Zip Code: �rf5� Cl/Phone: 786 i%9 Yz2o Paradise Exteriors agrees to measure, furnish and install the following products for the amount stipulated below. All work to be completed in workmanlike manner accoromg to rionda code and standard practices. Paradise exteriors will haul away all job related debris. Paradise Exteriors in not responsible for removing or replacing any furnishings, or hangings on interior or exterior walls. One year home free service on work performed. All manufacturer warranties provided at completion. HOA Approval Needed: Yes No Was your home built before 1973? Yes No GRID PATTERN: ❑ COLONIAL ❑ DIAMOND Quantity Style Location Size Color Options SLIUIv tt/Fft� XDOUBLEHUNG L SINGLE HUNG l t L i ✓.t.l- LiO n L 1 (l �'=-rt,� C/ C, 1i G U G Twin DOUBLE HUNG (mulled unit) Li Triple DOUBLE HUNG picturecenter window (mulled unit) 14uNlL /3r''JJ 0 2 Z �%%/�+'t ❑2PART SLIDER L Double 2 PART SLIDER (Mulled) _ Triple 2 PART SLIDER picture center window (Mulled Unit) h 0� ' L1 PICTURE G �i ROUND ❑ Trapezoid / Utw G %Gyt 3z gG �U�� 1-1 Shape C Round OTHER 1 64`4—%r � Z y y � ! / tom' 1 IJ CASEMENT L DOUBLE CASEMENT (mulled unit) ❑ DOUBLE CASEMENT with picture center window (mull unit) L Ingle Door f; French Door C Sidelights 36x80 32x80 ❑ 6 Ft L2 8 Ft L 1 10R :1 12 Ft Other SLIDING PATIO DOOR 6 FOOT u 8 FOOT n 10 FOOT J 12 FOOT fl OTHER WINDOW MANUFACTURER WINDOWS COLOR qRRADE OPTIONS �FT LITE ' '' BRONZE n OTHER PACT GLASS _7t,At'LUMINUM �P.STO. WINDOWS WHITE uNON-IMPACT GLASS irvINYL thcr Li BEIGE 1ALOW E ARGON Energy star t TOTAL NUMBER OF WINDOWS ON THIS ORDER: # �� STLYE — iT �/� COLOR tJ TOTAL NUMBER OF DOORS ON THIS ORDER: # STYLE 'Q- / C COLOR/y 1-LI 6 - NaTES - BUYER'S RIGHT TO CANCEL BUYER MAY CANCEL THIS CONTRACT BY DELIVERING WRITTEN NOTICE TO THE SELLER ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. BUYER MAY USE THIS CONTRACT AS THAT NOTICE BY WRITING'I HEREBY CANCEL' AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS. THE NOTICE MUST BE DELIVERED TO THE SELLER AT THE ADDRESS SHOWN ABOVE. 683 TOTAL SALE PRICE c'Hrck v/��✓ LESS DOWN PAYMENT PAYMENT AT COMMENCEMENT $ 3 / G $ Z�U FINAL BALANCE (Duero w how." Ibb% cwvKm a Rot— Ttmom bon 25%d�, Ira urrfu cvJ pa„nmm.) All material is Guaranteed to be as specified. All work Is to be completed in a workmanlike manner according to standard practices. This contract is valid only with proper signatures. Paradise Exteriors shall not be held responsible for time and material delays, strikes, acts of God or any other matters beyond its control. Owner agrees that the equity in this property is security for this cantmct. Since this contract ells for made to order goods, it is not subject to cancell:nion except ae stated shove. Start instillation approximately �i^ln week(x) from above date. Verbal promises can cause misunderstandings, therefore this contract constitutes the entire understanding of the parties, and no other understanding, collateral, verbal or otherwise, shall be binding, unless signed by both parties. Paradise Exteriors is to remove and brat away all job related debris. All sales and discounts allotted. All charges included above. C Thank you for your orderll! BUYS SiGNA 'URE BUYER SIGNATURE DATE X�.rATINVE-- // i i X-2—�. SIGNATURE DATE 6 1. FL7067.2 96 x 59 " (Slide, 'Pic Slide)' . 2 ..FL15780 3 24 z 35; (Double:Hung) 3 FL15210 4 33 x 80 (French Door) , 4 FL157803 30 x 47 (Double Hung) 5...FL15780.3 30 x 47 (Double Hung) 6.' IFL15786.3 30. z 4T . '' (Double Hung) 7. "FL15780.3 30 x 47' (Double Hung) 1 1 J 59 NOT TO SCALE ATE: Aug 12, 2014 AGE DESCRIPTION: Site Plan AGE: OF 1 1 PARADISE "Building Our Quality Reputation CustomerOne t s SCC131150472 l Property Information J Building Information Owner: Jason Draime Wind Zone: 170 MPH. Address: 335 SE TRANQUILLA AV Exposure Category: C Port St Lucie, FL 34982 Minimum Building Dimension: 31 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Number Location Zone Device Width (in) Device Height (in) Device Elevation (ft) Max Positive Pressure (psf) [--Max Negative Pressure (psf) 1 Int 96 59 7 34.4 -37.6 2 Int 24 35 7 37.8 -41.0 3 Int 33 80 7 36.3 -39.5 4 Int 30 47 7 37.8 -41.0 5 Int 30 47 7 37.8 -41.0 6 Int 30 47 7 37.8 -41.0 7 Int 30 47 7 37.8 -41.0 Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. Florida Building Code 2010 ed. Page 1 of 1 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone -10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. OPENING LOCATION NUMBER (Location) Corner Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE SHUTTERS REQ Y/N (+) PSF (-) PSF (+) PSF (-) PSF MULLION REQ Y/N/NA 1 Int window 7/8"LamiIG FL7067.2 60 60 34.4 -37.6 111x63 96x59 No No 2 Int window 7/8"Lam! IG FL15780.3 45 50 37.8 -41.0 54 x 76 2405 No No 3 Int Door 1" LamiIG FL15210.4 60 60 36.3 -39.5 37.5 x 12 33x80 Yes No 4 Int Window 711"LamiIG FL15780.3 45 50 37.8 -41.0 54 x 76 30x47 Yes No 5 Int Window 7/8" Lami IG FL15780.3 45 50 37.8 -41.0 54 x 76 30x47 Yes No 6 Int Window 7/1"LamiIG FL15780.3 45 50 37.8 -41.0 54 x 76 30x47 Yes No 7 Int Window 711" LamiIG FL15780.3 45 50 37.8 -41.0 54 x 76 30x47 Yes No 9/8/13 Florida Building Code Online 777 ..,.,r..,..asw«,......,. »»s,�».sE .,,....... �x..,......»�.... w 2 7111,3^.,. �s'..C.7 2 10!kr,i�„(z,'i'Y'r x BCIS Home 1 Log [n User Registration Ho[ Topla Submit Surcharge Statr & Facts Publications FBC Staff BC[S Site Map I Links Search Business ,`]� c oval Professi �Ul B, s"")USER:uPubliicct pUsser �} (! 9t $;E Rec-dat o Product Aocroval Menu > Product or Aoolication Search > A [' Is > A plication Detail r=saM1m FL # FL7067-114 Application Type Revision Code Version 2010 Application Status Approved Comments Archived 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 rriafevre@cws.cc Michael LaFevr� rriafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jhompson@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer iw Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Lucas A. Turner PE-58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE (' Validation Checklist - Hardcopy Received FL7067 R4 COI EvalReD CWS-157B (HS-8200 IMPACT).Ddf 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 200S 2004 2002 2002 1994 hitpsJ/www.floridabuilding.org/pr/pr app dd.aspx?param=wGEVXQwtDgvmjvMZSg39JzuQ3rGVaEgKlor3uNgdsGwO/e3d 1/2 9/8/13 Florida Building Code Online J Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 FL # Model, Number or Name Description 7067.1 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl FIg/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS-157B (HS-8200 IMPACT). Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Design Pressure: +60/-60 Created by Independent Third Party: Yes Evaluation Reports Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). FL7067 R4 AE DuPont PVB NOA 11-0624 Ol odf FL7067 R4 AE EvalReD CWS-157B (HS-8200 IMPACT) Ddf FL7067 R4 AE Mikron NOA 11-0830 09 Ddf Created b Independent Third Party: Yes 7067.2 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl FIg/Fin Horizontal Slider, Impact, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS-232B (HS-8200 XOX IMPACT) odf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", XOX, +/- 60 psf. FL7067 R4 AE DuPont PVB NOA 11-0624 01.Ddf FL7067 R4 AE DuPont SGP NOA 11-0624 02.Ddf FL7067 R4 AE EvalReD CWS-232B (HS-8200. XOX IMPACT) odf FL7067 R4 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 7067.3 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS-399A (HS-8200. 73x62. 75DP. IMPACT) odf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-75 Evaluation Reports Other: Large Missile, 73" x 62", DP = + 60, - 75 psf, Impact. FL7067 R4 AE DuPont SGP NOA 11-0624 02 Ddf FL7067 R4 AE EvalReo CWS-399A (HS-8200. 73x62. 75DP, IMPACTM)df FL7067 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 7067.4 HS-8200 Vinyl Horizontal Slider Impact HS-8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS-186B (HS-8200 72x63 IMPACT) Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 72" x 63", DP = +/- 60 psf, Al. FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01.Ddf FL7067 R4 AE EvalReD CWS-186B (HS-8200 72x63 IMPACT) odf FL7067 R4 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want youre-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 Chapter455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address Mich can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: eC-r ffffl SI:CUfiLFT.if:1'pt r(.:S' https://www.floridabuilding.org/pr/pr app d.aspx?param=wGEVXQwtDgwjvMZSg39JzuQ3rGVaEgKlor3uNgdsGw%3d 212 Lucas A. Turner, P.E., MBA Evaluation Report 232B 2080 Mauve Terrace North Port, FL 34286 Ph. 941 3)80-1574 December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 111" x 63" unit size XOX, DP60 , , , , . , . . . . . . . Manufacturer: Custom Window Systems, Inc. 1900 SW 401 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-23213, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3459-1, 4A, -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS-23213, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS-23213. Limitations of Use: This product: — > • May be used in XOX configuration in sizes up to 111" x 63" unit size, with max. glass daylight sizes as shown in CWS-232B > • Achieves design pressures of +/-60 psf — > • Is large missile impact resistant and does not require the use of shutters —> • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS-232B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 in the sash, and using Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11-0624.02 in the fixed lite • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. 12/7/11 Lucas A. Turner, P.E. FL PE 458201 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) GLASS MAX SASH WIDTH DLO F N PRESSURE RATING +60 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS................1 ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING................3 SECTIONS & ALT. FRAME .............................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS.............................6-7 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: "X/O/X" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-7 FOR INSTALLATION DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. L 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 AND JAMB. B. REFERENCE TEST REPORTS: NCTL 210-3459-1, 1A, 2, 2A 9. SERIES / MODEL DESIGNATION HS-6200. 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 AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM 0/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS = 1/4" X 1" LOCATED 4" FROM BOTH ENDS Ell UPDATED PER 2010 FBC 11/07/2011 LUCAS A. TURNER. FL P.E. 58201 1 AlUPDATED PER NEW FBC REQUIREMENTS 107/03l>009 iAORE tM �2_*11 `.`�.�GEN3fi••��YI,,�' N7NNDDOOWS&DOORS `=f NO 58201 1900 SW 44TH AVE. * L OCALA, FLORIDA 34474 * D TLE f-y � � -D � ; � — 'GENERAL NOTES & ELEVATIONS -LARGE MISSILE IMPA� STATE OF •'` ERIES: DRAWN BY: ATE: IDENTIAL 12/07/11 ' ��'•. �' fir' � ` 8200 AIDE 01/02/20 THE INFORMATION CONTAINED INPROPPoTHI THIS IETARYAND S THE SOLE PROPERTY OF CUSTOM �'i�S' • (•, R 1.� (j, OD CALE: DWG. NO.: WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE �i S/ EN ��` PVC HORIZ. SLIDER NTS CW$-2 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. T�/l i# A11"o EV.LETTER: BSHEET: 1 OF 7 6" MAX 6" M, 18" M (TYP) (TYP) 18" A 6„ 6„ AN -- -- -- -- -- -- Y- (TYP) i I I I I I V I 41X. O.C. J B I I V ANCHOR LAYOUT- ( LAN E) THRU FRAME (MASONRY OPENING) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR �TALLATION HORS TYP. 4" MAX 8" MAX O.C. (TYP) (TYP) 4" MA} (TYP) 8" MAX O.C. (TYP) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME INSTALLATION ANCHORS TYP. B INSTALLATION ANCHORS TYP. L C J ANCHOR LAYOUT- (FIN) TMRu NAILING FIN (WOOD OPENING) ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16 IS PRESENT. SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB 4. 3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2" SHALL BE ACHIEVED IN EITHER DIRECTION. _ 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER ALL INS IALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. — — )ISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 12/07/11 VERSION OF THE REFERENCE DOCUMENTS: PROPRIETARY AND CONFIDENTIAL FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FMAANDMA 250(BOX WINDOWS), FMA/AAMAM/DMA 300(EXTERIOR DOORS). WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. BI UPDATED PER 2010 FBC 11/07/2011 LUCAS A. TURNER. FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 07/03/200 r No 58201 ' -p STATE OF :�4u /+/+N 11111111�,, N WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 NTLE: ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT 3ERIES:8200 RAWN BY: ADE ATE: 01/02/2009 n DEL: PVC HORIZ. SLIDER CAL' NTS WG' N -: CWS-232 B r..2OF7 GLASS TYPE A FIXED GLASS FULL 7/8" OVERALL 3/16" ANNEALED OR TEMPERED 1/4" AIRSPACE 7116" LAMI. 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 1/2" GLASS BITE ZZ PROPRIETARY AND COWIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 7/8" OVERALL 1/8" ANNEALED OR TEMPERED 3/8" AIR SPACE 5116" LAML 118" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED 1/2" GLASS BITE (►P' GLASS TYPE B SASH GLASS FULL SIZE PURFECT GLAZE "H" SIKAFLEX 552 131 UPDATED PER 2010 FBC LUCAS A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS `���Iuurnrlr FNIJREf1 ,le GenfSF�': NO WINDOWS & DOORS 58201 rti * 7 1900 SW 44TH AVE. OCALA, FLORIDA 34474 SECTION VIEW C-C �= = TLE: GLAZING - LARGE MISSILE IMPACT ERIES:82O0 RAWN BY: ADE ATE: y90 S i ATE G�4;0` %� 0 R l �� Sy+O�A,r�i1� OD PVC HORIZ. SLIDER CALE: 1 WG. NO EV.LETTER:B EET: 11 /07/20111 01 30F7 TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED LITE CUTAWAY DETAIL C (HEAD IMPACT HOOKS) SECTION VIEW A -A SECTION VIEW C-C Z� PROPRIETARY AND COFFIDENML 12/07/11 OTE: ITEMS 29, 36. 41, 42, 43. 50, 53, AND 54 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM RE USED BUT NOT SHOWN FOR CLARITY. WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 6" 6" FRAME HOOK LOC. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6" FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4". C) INNER HOOK 3 7/8" FROM EDGE OF MTG RAIL. 2) SASH CATCH: A) 2-1/2" FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4". I BI UPDATED PER 2010 FBC 111/07/20111 AlUPDATED PER NEW FBC REQUIREMENTS 07/03/2009 ottailfrrl" / DREW 5 G . y,�ln �GEhs•;iYt�'i WINDOWS & DOORS v . No 58201 It t 1900 SW 44TH AVE. W * 1 } = OCALA, FLORIDA 34474 * TLE: ro' SECTION VIEWS & ALTERNATE FIN FRAME - LARGE MISSILE IMPP 'P% STATE OF F ERIES: RAWNB ATE: pp , c p : �y�: 8200 ADE 01/02/2C fl: 'p�,�` OD L: cALE: NTS WG. NO.: CWS-2 ��irs�47 ........ A PVC HORIZ. SLIDEREV. LETTER: B TEE : 4 OF 7 It.. N Part # Description Vendor Material 7 SASH CORNER FRAME CORNER 31 31/8" �{ CONSTRUCTION CONSTRUCTION /8" 2 3/16" � 1 57 1 518" \ 2 2 11/1s" 4 \ CORNER WELD I� 3 9/16" ( ) CORNER WELD ALL SIDES (ALL SIDES) PVC SASH MTG. RAIL-so27 �{ 1" FIXED MEETING RAIL SCREWED TOGETHE PVC FRAME FLANGE-6031 WITH OUTERFRAME 1 114" PVC FRAME FIN-61126 5 5 Ebk�f 7/16 16 118" ALUM SASH MTG. RAIL-1497 ALU ROLLER TRACK- 1776 1 7/8" 1 151161, 3lts" I FE O F�3 1/a" 1 5/8"—J I 0 9 ALUM HD MTG RAIL-1681 L 5 518" PVC SASH SIDE RAIL-6028 9 Sl8" L 3116" 3/4 PLAN VIEW ALUM SASH IMPACT HOOK-1556 3/16" 11 10 '� r-1 12 1 1/16: - � Q 1 5/8" ALUM S.B.R./S.B.R. - 14911 SCREW SUPNr: 3113 TI 18" �nI 3/ 0 3/16" PVC ROLLER TRACK 6005 1 3/16" Cr O PVC SASH TOP/BTM RAIL-6004 —. .-. 1l2 t--1/4" PVC SCREEN CATCH - 6013 5 1 5116" 55 7/8" 1 1/8"--I 1 14 13 7/8" J— 18 5/16^ -Y J PVC GLAZEBEAD-6064 PLAN VIEW ALUM FRAME IMPACT HOOK-1577 PVC SCREEN SUPPORT- 6014 B UPDATED PER 2010 FBC 11/07/2011 3/4 g LUCAS A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 07/03/200 eta n r+rq �%" OREtq, Ir4,, � ,O %% F•'-' ' " 'C/ ��i 7/8" 15/16 1/16" `��(�P.••�,.�O CNSF•"'fig;. 'G WINDOWS&DOORS T r No 59201 -'P S 1900 SW 44TH AVE. 9/16" OCALA, FLORIDA 34474 �-- ALUM. SASH REINF. - 1699 * TITLE' y"n ; - EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT ALUM GLAZE BEAD-1112 L �� ; STATE OF ✓41� SERIES: DRAWN BY: ATE: 12/07/11 %�T'•IETARY AND COWIDENTIAL.� ; 2 8200 ADE 01/02/2009 THE INFORMATION CONTAINED IPROINwTHI DRAWING IS THE SOLE PROPERTY OF CUSTOM tee, • .•..... 1..: • Q�S�- ODE GALE: WG. NO.: • PVC HORIZ. SLIDER 1:2 CWS-232 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE ��jes/OW- S�tO� E . ETTER: B ET: 5 OF 7 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 13 PROHIBITED. Ggt,1110 � I K6031 Main Fr., St{ w/Flg., PVC, Head Mkron P/C 2 H-6031 Main Fr., SH, w/Flg., PVC, Sill Mkron PVC 3 H-6031 Main Fr., SH, w/Rg., PVC, L. Jb. Mkron PVC 4 FW031 Main Fr., SH, w/Rg., PVC, R. Jb. Mkron PVC 5 K1681 Heavy Duty Meet Rail, Alum, Fxd. Keymerk Alum 6 S-1699 Reinf. S.B.R/S.S.R Keymark Alum 7 H-6027 Sash Meet. Rail, PVC Mkron PVC 8 K1497 Reinf. Sash Meet Raj Ke mark yL Alum 9 K6028 Sash Bottom Rail, P/C (S.B.R for HS) Mkron PVC 10 S-1498 Reinf. S.B.R./S.S.P Hord. Ke mark Y Alum I I H-6004 Sash Side/TOp/Bot. Rail Mkron PVC 12 S-6005 Roller, track, PVC Mkron PVC 13 S-6064 Glz. Bd., 7/8",Fxd., Horiz. Mkron PVC 14 S-6064 Glz. Bd., 7/8",Fxd., Vert. Mkron PVC IS S-1776 Rail Cover MkroKeyrn PVC I6 S-6013 Roller, track k Alum 17 5-6013 Scm. Scm. Adapt., w/fYb, PVC, Hord. Mkron Mkron P/C 18 S-6014 Scm. Adapt., PVC, Vert. Mkron PVC 21 S-1556 Sash Catch, PVC, Impact Keymark Alum 23 P-3804 Roller, Tandem M&M Nylon 24 R-3783 Lock, Impact, PVC Interlock 25 P-3784 Keeper, "act, PVC Interlock 26 P-4479 Weep Cover w/ Flap M&M Nylon 28 P-3429 Wstp., 0.270 x .187 back FnSeal, Gray Utrafab 29 P-4638 98 x 2 1/2 Ph Truss SMS Ajax Steel 30 S-1112 Glazing Bead Keymerk Alum 32 P-4051 W 98 x 1 1/4 Ph FH TEK, VVht. Fastenal Steel 33 P-3541 #8 x 1/2" Phil Pan Tek, @ Frame Impact Hook Fastenal Steel�{1!2"f•-- 34 P-3010 Bulb Vinyl w/ Rigid Base, .350 High Amesbury Vinyl 35 P-3559 #8 x 3/8" Screw, @ Frame Irrpact Hook Fastenal Steel 36 P-3342 Seam Sealer, S5504 Schnee Silicone 37 P-3752 Cap Plug, 1/2" Hole M&M Nylon 38 Purfect Glaze "H% SikaFlex 552 Henkel / Sika Silicone 39 P-3118 Keeper, Sweep Lock Sullivan Zinc 40 P-3352 Set. Blk, 85 Dur., 1/8" x 5/8" x 2" Lg. Franki-ow a Rubber 41 F3738 HS-8200 Gold Cert. Label, NFRC Tab, Impact ASTME 42 P-3881 Temporary Lbl. (NFRCIDP) 43 P-3613 CWS Lbl. (logo) 44 GLASS See sheet 3 46 P-4632 SweepLock Sullivan Zinc 47 P-4633 1/2" Barrett and Screw MCM 48 P-3511 #8 x 35/8" Square Pan Tek @ KEEPER Allmatal RollForm 49 So 51 P-3218 Screen Frame, Allmetal ROIIFOrm P-3321 Screen Frame Comer Key Allmetal Nylon P-3581 Screen Cloth, 18 x 16 Fiberglass 52 P-3228 Screen Spline, .155 Da., Blk Dapa 53 PL3029 Screen Rill Tab Sumnit 54 P-3033 Screen Spring, SS Fla.Spring 55 S-1577 Frame Catch, Head, PVC, HS Keymark Alum 57 1-6026 Main Fr., S.w/Fin., PVC Mkron PVC 58 P-3113 IScrew Support, PVC Team Rasticl Rubber 56 ARE NOT USED. ARE 6063-T6. OTE: ITEMS LL ALUMINUM 19,20,22,27,45, EXTRUSIONS SEALANT BETWEEN BUCK 1 BY WOOD BUCK AND OPENING BY OTHERS BY OTHERS 1/4" MAX SHIM CONCRETE/MA NRY [B] BY OTHE INSTALLATION ANCHOR, ' 3/16" DIA. MASONRY SCREW w/ WASHER THRU SCREW SUPPORT. (C] _ � _ HE CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2 1/2„ MIN EDGE DIST [C] 11L4 MIN EMBEDMENT J ►; ► •� • ► • ►: [Cl d _t ► • .. 1 BY WOOD BUCK BY OTHERS E ERIOR FINISH [A] BY OTHERS PERIMETER SEALANT 1/4" MAX SHIM [B] BYINSTALLER SEALANT BEHIND INSTALLATION ANCHOR, FLANGE BY 3116" DIA. MASONRY SCREW INSTALLER w/WASHER THRU SCREW SUPPORT. [C] SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER "ERIOR FINISH OTHERS Y 1/4" MAX SHIM [B] BOTTOM SWEEP LOCK ACITVATED ONLY DURING HURRICANES. 13/8" MIN EMBEDMENT [DI • 7L MIN EDGE DIST [DI INSTALLATION ANCHOR, / #10 WOOD ANCHOR W/ WASHER THRU SCREW 2 1l2" MIN EDGE DIST 14 SUPPORT. (D] [C] � ' • 2 BY WOOD BUCK .ITSEALANT • • BEHIND SEALANT BEHIND ~ { BY OTHERS [A] 1]/9-' MIN EMBEDMENT FLANGE BY FLANGE BY INSTALLER [C] INSTALLER SEALANT BETWEEN BUCK EXTERIOR FINISH PERIMETER SEALANT PERIMETER SEALAN EXTERIOR FINISH AND OPENING BY OTHERS BY OTHERS . BY INSTALLER BY INSTALLER OIHER��-.r'�, INSTALLATION ANCHOR, 3116" DIA, MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT. [C] SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4" MAX SHIM IS] SILL STOOL BY OTHERS USE SOLID WOOD •:• SUPPORT TO MAKE I LEVEL, BY OTHI 1114"_ MIN EMBEDMENT CONCRETE/MASONRY (C] BY OTHERS 2 1/2'. MIN EDGE DIST [C] q VERTICAL SECTION 6 FRAME (MASONRY) B HORIZONTAL SECTION 6 FRAME (MASONRY) SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALA BYINSTALLER EXTERIOR FINI BY OTHERS BY OTHERS /FRAME(WOOD) _ J rT A D A B IMI LAR FOR 2BY INSTALLATION. INSTALLATION ANCHOR, 3/16" DIA MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. [�C] �_j.. SN`�'�—, SEAL7{NT UI DER V CREW HEAD BY INSTALLER 1/4" MAX SHIM [B] SH �• D. e > i D.: D.: • • p . •' • • •P •• •• •D p 1 1/4" MIN EMBEDMENT D. �••.p: p >�p D p D p : [O] D p. •p D • D .: D .. %D1 ALTERNATE PRECAST SILL DETAIL 6 FRAME(MASONRY) MIN EDGE DIST UPDATED PER 2010 FBC 1 11/07/20111 REFERENCE NOTES: ]A] SEE NOTE 10, SHT 1 (B] SEE NOTE 2&3, BHT 2 [C] SEE NOTE 4, SHT 2 (D] SEE NOTE 5, SHT 2 [E] SEE NOTE 6, SHT 2 LUCAS A. TURNER, FL P.E. 58201 Ai UPDATED PER NEW FBC REQUIREMENTS u //u.51LuuS `tip {�N�)RE(1+��o, is P�.'eo }G rr. N. ��T �G ti a�V:• •. J'fi WINDOWS & DOORS No 58201 ': t'1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TLE: =. STATE OF . 4ztti INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT SERIES: RAWN BY: ATE: PROPMETARYAND CONFIDENTIAL 12/07/11 1 C,*`'' I �P;� �_ � 8200 AIDE 01/D2/2DU9 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM i�iQ ' .C) R I, O `1 MODEL: CALE: WG. NO.: WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORASA WHOLE WITHOUT THE 4��5l0 gNo�� PVC HORIZ. SLIDER[EV.LETTER: NTS HEET: CWS-232 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. !/f/{1{{{{f8 6OF7 %D1 ALTERNATE PRECAST SILL DETAIL 6 FRAME(MASONRY) MIN EDGE DIST UPDATED PER 2010 FBC 1 11/07/20111 REFERENCE NOTES: ]A] SEE NOTE 10, SHT 1 (B] SEE NOTE 2&3, BHT 2 [C] SEE NOTE 4, SHT 2 (D] SEE NOTE 5, SHT 2 [E] SEE NOTE 6, SHT 2 LUCAS A. TURNER, FL P.E. 58201 Ai UPDATED PER NEW FBC REQUIREMENTS u //u.51LuuS `tip {�N�)RE(1+��o, is P�.'eo }G rr. N. ��T �G ti a�V:• •. J'fi WINDOWS & DOORS No 58201 ': t'1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TLE: =. STATE OF . 4ztti INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT SERIES: RAWN BY: ATE: PROPMETARYAND CONFIDENTIAL 12/07/11 1 C,*`'' I �P;� �_ � 8200 AIDE 01/D2/2DU9 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM i�iQ ' .C) R I, O `1 MODEL: CALE: WG. NO.: WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORASA WHOLE WITHOUT THE 4��5l0 gNo�� PVC HORIZ. SLIDER[EV.LETTER: NTS HEET: CWS-232 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. !/f/{1{{{{f8 6OF7 SHEATHING BY OTHERS EXTERIOR FINISH — BY OTHERS SEALANT BEHIND FIN BYINSTALLER WINDOW WRAP — BYINSTALLER PERIMETER SEALAN BYINSTALLER SEALANT BEHIND FIN BYINSTALLER PERIMETER SEALANT BYINSTALLER WINDOW WRAP BYINSTALLER EXTERIOR FINISH — BY OTHERS BY OTHERS 11/2" MIN EMBEDMENT [E] INSTALLATION ANCHOR, #8 WOOD SCREW °OTP�• W/ WASHER [E] 2 BY WOOD BUCK BY OTHERS [A] L-1 44"" MIN EDGE DIST (E] r 1/4"MAX SHIM[B] [B] MAX SHIM IBl 114_' MIN EDGE DIST [E] —2 BY WOOD BUCK o. BY OTHERS [A] 2 BY WOOD BU BY OTHERS [A] INSTALLATION ANCHOR, #8 WOOD SCREW W/ WASHER [E] 1 1/2" MIN EMBEDMENT [E] r 1/4" MIN EDGE DIST [E] 1/4" MAX SHIM [B] SHEATHING u BY OTHERS :'56 .�°,°'a b; o o EXTERIOR FINISH WINDOW WRAP BY OTHERS BYINSTALLER SEALANT BEHIND FIN PERIMETER SEALANT BYINSTALLER BYINSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) REFERENCE NOTES: [A] SEE NOTE 1O, SHT 1 [B] SEE NOTE 2&3, SHT 2 Cl SEE NOTE 4, SHT 2 [DI SEE NOTE 5, SHT 2 [E] SEE NOTE 6, SHT 2 UPDATED PER 2010 FBC 11/07/2011 UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 °O a #8 WOOD SCINSTALLAOREW ANCHOR. `45Nj) RE IAr1 W/WASHER [E] G�j' �G•t N.9 52WWDOWS & DOORS No 58201 -fib 1900 SW 44TH AVE. 11/2" MIN EMBEDMENT .+.: * : OCALA, FLORIDA 34474 [ElI iLE: INSTALLATION ANCHOR FIN DETAIL- LARGE STATE OF : SERIES: �CALE: BY: F E VERTICAL SECTION PROPTHE INFORMATION CONTAINED IN�THI D WETARY OCOWIDENTIOL ING I THE SOLE PROPERTY OFOCUS10M .�%S�� CIR VD I' O\,�y � MODEL: 8200 ADE V 7 FIN (WOOD) WRITTEN PERMISSION OFCUSTOM REPRODUCTION SYSTEMS,ORASS WHOLE (WITHOUT THE '�i��S�p�A„'E � PVC HORIZ. SLIDERTTER: BTS h INC. t,y 1n U- RgdraCcr wi.t Tcp:u Scernt S ;4ar_a sUtt S. F3!u ; hbfi:36— ; FFC SIO - a -Is SAR Mp saa•cn Busines�j'p ProfessiV IaI t' product Approval I ^° USEn+ :51ic 7zer eQuat ii;!>AppkaUon Derea FL = FL1S780-R2 Application Type Revision Code Version 2030 _ Appcation Status Approvad Comments Archived Product Manufacturer Soft-Lite LC A.dCr essfPhona Email 10250 Philipp Parkiay StreeLbero, OH 44241 (330) 529.3400 E:tt 1109 j tinker;3soft-Ite.om Authorized Signature Vivian V,r.Qht ricksi<Rr,56dgcemultant.cpm Techn.,a.! Representative Address/PhcneEmail Quality Assurance Representative r,ddress: Phone; Email Category Windorm Suh,ategary DouNe Hung Campliance Method Evaluation Report frum a Florida Registered Ar,hitact or a licensed Florida Professional Engineer Evaluation Report - Hardccpy R?ceiv?d Florida Engineer or Arc'rritect Name %"o developed Gip Evaluabln Report Florida License Quality Assurance Entity Quality Assurance Contract Ezpifavon Date Validated By Certificate of Inde,endence Referenced Standard and Year (of Standard", Equ@ialenc? p. Prod Standards Certified By Sections from the Cede Lyndon F. Scturidt, P:E, PE-43409 Farahaugh Engineering and'Testing, inc 12131,`2014 Ryan 1, KINI, P.G. 'R Validation Checkl st - Handcopy Received FUS780 R2 COI CERT1F!C.-E C= 1tFDEPENDE"4CE ndf Standard AR1dA; r1DGL3,tCSA101?1.8.2,`A440 ASTM E1885 ASTM E1995 TAS 201r 202, 203 Year 20D8 2005 2006 1994 Product Approval Method Method 1 Option D Extruded PVC Double Hung Vdindoo-q - (;{iX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS760 ?2 II VIST 15760,1.7df 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 15780.1 for Design P(Pssurs Ratings, any additional use limitations, installation FL15780 R2 AE "PVAL 15780.i.cdf instructions and product particulars. Created by Independent Third Party; Yes (15760.2 b. '5400 DH54 (G540S)' Double Hung Window � Extruded PUG Double.Hung'vVindow - (XiX Configuration, Limits of Use Installation Instructions Approved for use in HVHZ: No FLiS780 R2 I1 INST 15781.2 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Thirdparty: Yes Design Pressure: NfA Evaluation Reports Other: See INST 15780:2 for Design Pressure Ratirias, any additional use limitations, installation FLIS760 R2 AE EVAL 15760 2.ndf Created by Independent Third Party: Yes 15790,0 IC.'3400 DH54(GS405)' Double Hung R'indow Extruded PVC Double Hung Window - (XjX Configuration; Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI5,80 R2 If inst 1578qj&ff Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt; P.E. 43409 Impact Resistant: Yes Created by Independent Third Party; Yes Design Pressure: NIA Evaluation Reports Other: See INST 15780.3 for Design Pressure Ratngs, any additional use limitations, installation FL15760 R2 AE EVAL SS780.3 odf instructions and product particulars. Created by Independent Third Party: Yes Now Ccnia;t U3:; i34G Vert:+. ?.ienree street U!Ehessee R 32399 ; one: 85e4S7-11524 T^E State of Flsnda is a 41'EEO em;k er. Cerflrt M7-2eie state c:` Florida. ; t P.1"ev statement ;; Ac•e=aip:=:ity states-, ;; Ref on; s= an=n` Under Flood= lee+, amail addreaze: ;re PGhii: rewrds, I%you do riot v,ant ;our a -mail address rel..-Ed in mpo>_e tc 3;6k-rE rd= request de ne-=e_nd eleironi: Tail to this eF. tj. LGte Ede .,tad the OTcs bV ph.. a 1.V traditional i I r,.ai6 [icd haVE 3n'j gUeetldnae %:EeaE CC.nu:t 230.4ai.1345, xq:: =J3nt to EE.^.iRn +55.2775III. ^I da $tatU:ES: EhE:iIVE GCtGW :, 2012, iic..—sa Iitensed under Chapter 455, FS, mat prvAdE the Deprt:nent Ati 3n Einall ad?rEae i! t1EY }lave.,,. ThE =m3:1= p'cYidod maY E ti=ed rer Yaih (i:E I.<E^=eE. HC ve.er -mall Eddies— a- petli, r—rd, if ;KL dC net xaal to aep-yly a peal address, Pl ase Prcyide the CaJalt—i mh 31 entail addre=_e mil:rh Lan be rll3de 3Vt':13:ia tc the cdhG<. T. determine it are a IKensee ^.ear Chap:E, 45,1: F.S.: please :i;<k here . Product Approval Attepts; In E, H wcvritrrse-mwv rt,1 1 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 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Soft-Lite LLC based on Rule Chapter No. 9N-3, Method I of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other 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". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 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 15780.3 require further engineering analysis by a licensed engineer or registered architect. —� 7. This product meets the water infiltration requirements for "HVHZ". 8. See drawing FL-15780.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 03000625 TAS 201, 202 & 203-94 Testing Evaluation Lab.,lnc. William B. Shelton, P.E. TEL 03000626 AAMA/WDMA/101/I.S.2/A440-08 Testing Evaluation Lab.,lnc. V.K. Wright TEL 03000627 ASTM E 1886-05/E 1996-06 Testing Evaluation Lab.,lnc. V.K. Wright 2. Miami Dade NOA Materials Testing 12-1231.10 Saflex® PVB Intedayer (Eastman Chemical Company) 10-0420.06 PVC Extrusions (Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed & Sealed by No. FL-15780.3 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by Farabaugh Engineering and Testing, Inc, certifying that Soft -Cite LLC is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. PF 1721 FL PE No. 43409 6/27/2013 Sheet 1 of 1 I. �l s W-i`��,'_Wjndows Brbightg grt di y to lig)zt, 10250 Philipp Parkway Streetsboro, Ohio 44241 "5400 DH54 (G5405)" DOUBLE HUNG WINDOW ,impAcr, 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 details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 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 this drawing require further engineering analysis by a licensed engineer or registered architect. [7. This product meets water infiltration requirements for "HVHZ". TABLE OF CONTENTS SHEET# I DESCRIPTION 1 Typical elevations, design pressures an general notes 2 Horizontal cross sections 3 Vertical cross sections 4 Buck and frame anchoring 5 Components 6 Bill of materials, components and glazing details FRAME SIZES X tit N W Fr / s i %01 / w h i MAf k1AX 0'� DESIGNFRESSORE(P3� FRAME DLO D(MENStON � TYPE,,; POSITII�E NEGAjIYE i1(MENS1bN;,,w • 54.0" X 76.0" 45.0" x 32.31" Gl +45.0 -50.0 NOTE: In the'NVHZ'. this product is not to be installed over 30 It. height above ground. M, N.T.S. BY: JK c B.. LFS WANG NO-' FL-15780.3 7T _L OF 6 3 1-1/4" MIN. EMB. (TYP.) E SEE DETAIL 1 m d i 28 TYP. i" C p 8 °a oz NZ G1 _ • ° w - d w � ^ � o 1 X s °, 25 rm6° E 2 0 0� 0 m 0 = of o Q In 2 / D PETAIL T g 9 m a o v LL 2 (23 c � m X O Gl o z 1 8 9 EXTERIOR z �0 Hardware Notes: 3 W 1. Locks (2) located on lock rail w zo rn 10 from each jamb. SEE DETAIL 1 E 3 3 3 2 HORIZONTAL CROSS SECTION o 2 Shown Direct to Masonry 0 0 a a • 8 1-1/4"MIN. SEE DETAIL 1 EMB (TYP) > m SEE DETAIL 1 C F 8 G7 A 8 G G1 0 a a oO ca 0 0� o C1 0 u GI r 1-1/4 "MIN. p Dore 6124113 a EMB. (TYP.) 1 8 9 EXTERIOR C C'1 SCALE: N.T.S. 2 1 8 4 EXTERIOR owc. sr: JK ° 11 HORIZONTAL CROSS SECTION SEE DETAIL 1 E cKK. BY: LFS DRAWING �c FL15780.3 2 Buck Construction 3- HORIZONTAL CROSS SECTION SEE DETAIL 1 g $ Shown w/ I Buck q SHEET 2 or 6 3 0 G1 5 NOTE N m 1. Item #30, Impact Block, must be installed flush against �_ n o E the inside edge of the exterior frame leg. 9 -j o za p 10 0 > Z^ ° f— B onm ❑� �❑ ❑0C=) w C ojj IU( Om0 0� 4 1 21 �o Za 9 P GI 20 1 30 s m = �� o z _ c 9 SEE NOTE 1 ° n 26 o i n❑�o o❑ 4 6 E _ 0� 00 T 2 PER KEEPER ❑ Ln 5 23 ❑Off 10 , o 3 0 �w 10 3 VERTICAL CROSS SECTION w r- In y 9 3 Shown Direct to Masonry 2 U EXTERIOR G1 INTERIOR EXTERIOR INTERIOR =IV) o Gl 5 0 1 VERTICAL CROSS SECTION GI 5 a 3 2X Buck Construction y In 9 iml 11 10 0 0 11 m eft 28 TYP. ❑o o0 o y 3 Ilul( w S 1 ❑�❑ 0 30 1 30 SEE NOTE I •_' z m i it SEE NOTE 1 B 7 � w w i K A E o E ,. - z °o r DATE: 6124113 i SCALE: N.T.S. e cam• _ H DWG. BY. JK m G r221 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION cNN. ev: LFS DRAWING NO.: 2X Buck Construction 3 Shown w/ 1 X Buck FL-15780.3 0 4 SHEET OF 6 3 n n � (TYP') 4° (TYP.) z °u ai pz w .. 4 (TYP.J •c e _co c �i a �••• min 0 m o U z o m o a O._. V K Z O Q N i 0� LL O � o s4< S =° T,P a maamu v 2X BUCK F _ 2X 1XBUCK G 9 °Y BUCK BUCK E u° 1 f DIRECT TO p u FRAME MASONRY MEETING ------- TYP. HEAD — RAIL -----_-- & JAMBS z o 0 3 Z MASONRY MASONRY TYP. SILL a z OPENING OPENING ' 3 z 2X BUCK K 1XBUCK H N o DIRECTTO Y MASONRY y a Y � a U a m t t Fes-- 2" (TYP.) a a m a: •c ANCHORS THRU BUCKANCHORING IMPACT BLOCK FRAME ANCHORING z o rn u CONCRETE ANCHOR NOTES: Of 1. Substitution of equal concrete anchors from a different supplier may have o different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. If concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge w distance to mortarjoints, additional concrete anchors may be required to a ensure the 'MAX. ON CENTER" dimensions are not exceeded. 0 3. Concrete anchor table: o pz Dxm- 6 24/13 5r., c• N.T.S. Dwc. By. JK 9 Mr, er: LFS DRAWING NO.: FL-15780.3 C SHEET 4 OF 6 'ANCHOR:ANCHORClFARANCEO':: TYPE ? SIZE EMBEDMEM. MASONRYEDGE'.: _ ADJ:4CEN7AAICNCt;: ELCO 1/4" 4" i 2.75" 1.8T' fl� 0 0.066' in 0 0.96" Q N v �n d O O O a fRAME l.gl-- ---------� 5 HANDLE RAIL i 1.76' =i � LOCK RAIL 6 KEEPER RAIL 3 III E: 6124113 z +F: N.T.S. ` L BY JK C. e+: LFS 3 ANG NO.: FL-15760.3 :ET 5 OF 6 ° BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL A IX BUCK SG>=0.42 WOOD B 2X BUCK SG >= 0.42 WOOD C 1 /4" MAX. SHIM SPACE D 1/4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE F #10 X 2-1 /7'PPH WS SE G 1 /4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL H 1/4" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1/ "X 1- 4" PF E C R TW C NCRETESCREW STEEL K 10 1-1/ ' 1 FRAME- PVC 4 HEAD ADAPTER' PVC 5 HANDLE RAIL* PVC 6 KEEPER RAIL' PVC 7 LOCK RAIL` PVC 8 PLAIN RAIL' PVC 9 GLAZING BEAD` PVC 10 REINFORCEMENT (6063-T5 ALUM.) ALUM. I 1 SILL ADAPTER' PVC 20 PUSH BUTTON SWEEPLOCK 21 PUSH BUTTON SWEEPLOCK KEEPER 23 #7 X 3/8" PFH MS STEEL 25 TILT LATCH 26 #6 X 1" PFH TEK SCREW STEEL 28 WEATHERSTRIP (0.259- SINGLE FIN PILE) 30 1/4" X 7' X 6" LONG PLASTIC IMPACT BLOCK ABS • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 1"GLASS BffE STEEL INTERCEPT SPACER GT GLAZING DETAIL 1"GLAZING TAPE: 0.067' (Innostar) OR 0.045' (3M G45) — 7/8"THICK 1 /8" ANNEALED 0.090"SAFLEO PVBINTERLAYER 1 /8" ANNEALED AIRSPACE 1/8" ANNEALED (V N I o n o n < i� 0.065' © " om b o = 2.31" ri m O (D.GLAZING BEAD o f" a` maa uio O 0.065' 1.37' E [� o 0 d w PLAIN RAIL a 8 T U REINFORCEMENT Z � o c� =I� cc o wok o a a m 1.44" 0 1.8T' _ a o � 0 w v 0 � z �J DATE: 6/24/13 SCALE N.T.S. 4 HEAD ADAPTER 1 SILL ADAPTER DWG. BY: JK CHK. BY: LFS DRAWING NO, FL-15780.3 SHEE 6 OF 6 @ 9/8/13 Florida Building Code i � I � o idalr)�--pal .en v BCIS Home Log In I User Registration Hot Topics submit Surcharge 3 Stabs & Facts i Publications FBC Staff BCIS Site Map j Links Search i Business 'i ProfessProduct Approval JJ USER: Public User Regulation lnRi Product Aooroval Menu > Product or Application Search > Aoolication Lis[ > Applioation Detail a j "2 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL15210-R3 Editorial Change 2010 Approved Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbidgconsultants.com Vivian Wright— dckw@rwbidgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Eva ua on Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2014 Ryan J. King, P.E. 12 Validation Checklist - Hardcopy Received FL15210 R3 COI Certificate Of Indeoendence.odf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FI 1 C72n p't Fniiiv of CTAl\lnAPr1C nrif https://mmw.floridabuilding.org/pr/pr app dtl.aspx?paran-FwGEVXQwtDgv3yWKJZlQRCFPquBgbCgpBdCziu07RAX4H%2b5dP%2bZ\12Q%3da/o3d 1/4 9/8/13 Florida Building Code unune Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/02/2013 Date Validated 05/02/2013 Date Pending FBC Approval 05/07/2013 Date Approved 06/11/2013 Summary of Products FL # Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8 'Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X Grain/Rustic/Mahogany Series 0 - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.1.odf Approved for use outside HVHZ: 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 15210.1 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.2.odf Approved for use outside HVHZ: 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 15210.2 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.3.odf Approved for use outside HVHZ: 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 15210.3 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.3.odf d ' io 1 li ita 'on in alla ion instructions and roduct Created by Independent Third Party: Yes p rtic la 15210.4 d. Smooth/Wood Grain/White Wood 6'8 'Impact" Glazed Fiberglass Single Door - Inswing/Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.4.odf Approved for use outside HVHZ: 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 15210.4 for Design Pressure Ratings, any FLIS210 R3 AE EVAL 15210.4.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. e. Smoo / oo ra d Grain/Rustic/Mahogany Series 0 8 ' rnpact" Glazed Fiberglass ing a or - Inswing/Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.5.odf Approved for use outside HVHZ: 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 15210.5 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood 68 "Impact" Glazed Fiberglass Double Door with or without https://van w.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQvvtDqJ3yWKJZ1QRCFPqu8gbCgpBdCziuO7RAX4H%2b5dP%2bZ\2Q%3d%3d 214 918/13 Florida Building Code Online Grain/Rustic/Mahogany Series 0 I Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.6.odf Approved for use outside HVHZ: 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 15210.6 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R3 II Inst 15210.7.odf Approved for use outside HVHZ: 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 15210.7 for Design Pressure Ratings, any FL15210 R3 AE Eval 15210.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites Grain/Rustic/Mahogany Series 0 - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II Inst 15210.8.odf Approved for use outside HVHZ: 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 15210.8 for Design Pressure Ratings, any FL15210 R3 AE Eval 15210.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II Inst 15210.9.odf Approved for use outside HVHZ: 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 15210.9 for Design Pressure Ratings, any FL15210 R3 AE Eval 15210.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth/Wood Grain/White Wood 8'0 'Impact" Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R3 II INST 15210.10.odf Approved for use outside HVHZ: 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 15210.10 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.11.odf Approved for use outside HVHZ: 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 15210.11 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.12.odf Approved for use outside HVHZ: 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 15210.12 for Design Pressure Ratings, any FLIS210 R3 AE EVAL 15210.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes https:llvmw.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3y\NKJZlQRCFPquBgbCgpBdCziu07RAX4H%2b5dP%2bZ\2Q°/a3d%3d 3/4 i 9/8/13 - Florida Building Codeunhne particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Grdin/Rustic/Mahogany Series O Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.13.Ddf Approved for use outside HVHZ: 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 15210.13 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.13.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Irripact" Opaque Fiberglass Double Door with Surface Bolts on Grain/Rustic/Mahogany Series O Active Door panel - Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.14.Ddf Approved for use outside HVHZ: 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 15210.14 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.14.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 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 dick here . Product Approval Accepts: tit„4EIritS:?.£:i'82 Yt'S' OEM, https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgN8yWKJZlQRCFPqu8gbCgpBdCziu07RAX4Hg/p2b5dP°/g2bZV2Qe/g3dp/g3d 4/4 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of ProfessionalF.nvineenCertifirnte nfA„ehnrioarinvrite aeiA Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method 1 d of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other 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 details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. —� 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 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-15210.4 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 ETC-05-255-16776.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC-07-209-19303.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 2. Miami -Dade NOA Materials 09-0127.13 Saflex Interlayer by Solutia 3. Drawing No. Prepared by No. FL-15210.4 RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53. b:?_� Lyndon F. Schmidt, P.E. FL PE No. 43409 2/17/2012 PF 1596 Sheet 1 of 1 a- SmoothWood Graine. Wood s n Rustic / Mahogany Series 0 Fibergliass Door 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 details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHr this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering.. , , , , . . . . . . . , , , , , , , , , ,, , 4. When used in areas outside of the °HVHi requiring wind bome debrs protection this product complies with Section 1602.1 ? of the 2010 FBC and does not require an impact resistant coveiing. This product meets missile level "rD" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 5. For 2, stud construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawting require further engineering analysis by a reensod engineer or registered architect. 7. Outswing configurations meet water irfi3lration requirementsfor "HVHT'. All other configuration do not meet the water inf lrolion regurements for the "HVHZ" and must be installed only in non -habitable areas or of habitable locations protected by an overhang or canopy such that the angle between the.edge of carob r or overhana to sill is less than 45 dearees. , , >_ TABLE OF CONTENTS �� -----� SHEEN DFSCFJP710N t -,Ypipoof o ea°atron, deslryn pcemxes, & ger:erol notes 2 Door pole? det.El 3 00 frame deta3 5 and fi10. nt1 aelaiis __. 4 ftarrrar G crass section 5 Vertical cross sectbtxs d 3 P ' Irtky-vd0teficas 7 3-paint iock deta's S BRk and fmine anehcxfncl 9 C:esmponenls 10 rnatedab — 37.50' MAX. OVERALL FRAME WIDTH W 15"`ko n 5 PPs , Run o o v ri G z � n = � 7_ �`1 Q MR a > C n. d, m If I I:StiaM PRESSUK� �RSI: SYa'FNC-?- ypy :CC3StdtYE ' N�OfCT�tt'�: qF/R%ptpi3¢id��• �f?Yt�lidP€JTnf INSWING x +75.0 -75.0 $7.50" OUTSWING x +75.0 -75.0 MAX See sheets 2 & 3 for hardware and file frame design pressure i'urifot Dens r"L-15210.4 --r ,L op f 0 1. • A e CAP (PVC) HINGE STILE (LVL) 35.75' DOOR WIDTH w DOOR PANEL Gl G2 2 TOP RAIL 0. � EXTERIOR p,q^ � (COMP.) ♦ 0 ••.3. '° � '� Ito °� nj a INTERIOR a •♦ zom ^i O n Q o E CAP (PVC) .. o z & LATCH STILE (LVL) HORIZONTAL CROSS SEC11ON - 2 ','. • a � z c J� • �. • E VK, � �i d . d Ci p zo 0 G1 G2 a a 2 o o 0 INTERIOR T% EXTERIOR SEE HARDWARE TABLE SEE HARDWARE TABLE KNIKSET KNOB: SIGNATURESERIES t 75 DEADBOLT: SIGNATURE SERIES (980) SCHLAGE KNOB: -r SERIES (F51) -rSERIES(B60/62) ± 75 DEADSOLT: LEVER: F135 SERIES DEADBOLT: FD7 SERIES — 75 See sheets 6 and 7 for mulfkpoint lock details. , •: ♦b . V) z a N FIBERGLASS SKIN (0.125' MIN. THK.) FOAM CORE (POLYURETHANE- •c i 1.9 PCF MIN.) F a O ° BOTTOM RAIL ;: z o DAM 02116112 z (COMP.) srAE N.T.S. ° owc. By.JK m 2 VERTICAL CROSS SECTION m�; LFS 3 r- 2 DPAW c No.: rc ro FL-15210.4 0 saEEr _�L of 10 0 24.22" MAX. FRAME WID1H � n a 20.50 MAX. 12 3 5/8" GLASS BITE D.L.O. WIDTH tin V i z � m 13 12 E)T- 1" OVERALL GLASS THK. o W o 0 N z �j I/8" ANNEALED GLASS c°D 1.86" r 1.86" e m $ ( a b 0 0.090' PVB INTERLAYER o n 5 SAFLEX BY SOLUTIA o a o a$ l" t z ;Z oa�A w 1 /8" ANNEALED GLASS o 9 m 'co E 5 LL _ M AIR SPACE w = a mdamo v° F O 5 1/8 TEMPERED GLASS 5 o (TYP.) EXT. FRAME INT FRAME " . Y o ALUMINUM SPACER 3�— �— 1 �" o 40 5 12 INT. o fn Gl GLAZING DEFAIL 04 J h 0 Ja ?w "o J_ 0 0 z J N wz N �NQQ W �J 4.25' c� F-- n •1.....................a� �o ODLLITE FRAME............................. 24" MAX. a a FRAME WIDTH 20.75" MAX. m D.L.O. WIDTH U EXT O 1 /7' GLASS BITE z 15 N 1-1 /4" OVERALL THK. GLASS 1fir ANNEALED GLASS 13 13 ¢ � w i O 6 0.09(1' PVB INTERLAYER SAFLEX BY SOLUTIA o 4 I /8" ANNEALED GLASS m O 1.06" v W z AIR SPACE 1/8"TEMPERED GLASS i n a 1/2-NON-GROOVESWIGGLE Z ° w/ DELCHRM#80 POLYSULHDE 17 _` DATE: 02116112 b 1/8"BACKFILL 16 6 1's° SCAM' N.T.S. 5 M. BY: JK m IM• EXT FRAME IM FRAME SCREW CAP ; 4" I � G2 GLAZING DETAIL 15 16 17 aoc. BY: LFS (TYP) —�i DPAVANc NO.: p N RSL LITE FRAME FL-15210.4 0 N SHEEP -,I- of 10 s> MAN(1FAGi0HER .-:::::::::t......:.:.....ssa:.::::. DESTG[�tii �:T'RESSURE' S li:%i ODL ±75 RSL ± 60 -2 MIN. ' EMB. MB. (TYP.) 5 5 o� A Q 41m gym; 2 1 C2. JtmyoNi / p oAm`e; UND a�] y 2 p Z o INTERIOR c � d mdamo X 7 a o° 8 v°c 3 o Y O 2 ° ... 1 � 4 � a o 3 4 z / 0 U ?� V) EXTERIOR H m U W E 11 D 27 w a D D 2 1 E �EMB. g N 3 4 B s 2 I �o = ;a4d C 5 5 5 l�1 HORIZONTAL CROSS SECTION p > 4 Shown w/ I X sub -buck 0.ts' B CSINK C °° m CSINK a L TERIOR ° INTERIOR " z 7 0 ,^ MV N d ,^ 7 YV 6 d G ° ^ ° 1-z DAB 02116112 58 ° scAm, N.T.S. a EXTERIOR EXTERIOR 27 DM. Be JK CROSS SECTION CROSS SECTION 2 HORIZONTAL CROSS SECTION K� GNu LFs DMN7NG NO.: 1-t /4^ MIN.�HORIIONTAL 4 Outsving shown - inswing 4 Oufiving shown - inswing EMB. (TYP.) also approved also approved FL-15210.4 SHFET 4 OF T 0 N 0 N p \J 1 2 INTERIOR also EXTERIOR INTERIOR `E) VERTICAL CROSS SECTION $ Outswing confirguration Z d Mrim MMOMMM ---------- ---� US EXTERIOR INTERIOR EXTERIOR INTERIOR / 0 VERTICAL CROSS SECTION !L $ Shown w/1 X sub -buck B 29 i Icd w a EXTERIOR a a.. a - VERTICAL CROSS SECTION $ Inswing configuration LF-: N.T.S. er: JK BY.. LFS NONG NO.: FL-15210.4 Er 5 or 10 m e $n 1g z n C m No z pm c= 0 N Z.hm ez LE 0 G A oS 4 0 pp 0 a mda m«°o 0 BUCK 58 E 1H 0 0 1XBUCK H o o R � Q 0 4 23 o a -,ZAP zo KEY 0 U = 2.1 T' 25 = 2XBUCK 58 CL 0 a 1XBUCK H o n O HOPPEMULTI-PO1NiLO ET 22 3Point'Tongue" o o ~ m 1 ry 2X BUCK 6 17 1XBUCK H 23 O z o � 22 o N 10 � o w o T LL i 1" iv m O STRIKE JAMB o � QO a; m LLJ O F FTFF Z U w— 02 16 12 z o SCME. N.T.S. 9 e owc W. �1 MULTI-POINTSTRIKE PLATE DEADBOLT STRIKE PLATE ��� rp,;Tongue RAISED TONGUE GEAR SYSTEMsir systemFL-152MANUAL ALFSLATHAND 6 w n o„ ao=NZ uq -K z m � o a >>h u V C LL � i 55 g z o= am moE 4 n 900` os amn:a m°o v° 0 m 4 b O N Cr a O '^5 m 0 0- 0 U 0 a a CO Fn N .a v 57 N V) z 0 rn 62 � d 2X BUCK 58 Z 1XBUCK H F z o, o < m O n 11 Z U DAB: 02116 12 °z N.T.S. ° D DWG. BY. JK m W & F Tdiennium 3000 SERIES STRIKE JAMB DETAIL Mr- BY. LFS 3 3 pt. Lock DRAWM NO, FL-15210.4 a 0 SHEET 7 Df 10 " 4" (TYP-) TYP. HEAD 7- & JAMBS MASONRY OPENING 2X BUCK-\ 0 BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ................. A .........i..f..e. 11 . ........... . ..... .........PTVSH I .E. . .k...e.... .. .I. ................. .......... ....... ...................... .. ... EMBEDMENT., ..... ...-.*-., . ...................... .................................. ............... 1-11-. 1-. ... ."........ ITW 2-1/2" 3. e. ITW 2-1/4- ITYP-) SEE HINGE 2X BUCK DETAIL (TYP.) G I X BUCK TYP. HEAD MASONRY & JAMBS OPENING FRAME d 2X BUCKS 2X BUCK 1 X BUCK ONLY FRAME ANCHORING Masonry construction Ix 2X I 41XBUCK 58 2X BUCK M ;8 2X BUCK 7 FI 1 X B LICK LATCH 8 DEADBOLi DETAIL HINGE DETAIL Inswing I X 2X HINGE JAMB HINGE DETAIL OutsvAng UE, N.T.S. BY. X C BY.. LFS kwm No.: FL- 15210.4 XT 8 W 10 do, MWINGTHRESHOLD �V DLP (QOSR) 4.69' ED g�� OLRSWING THRESHOLD g` 2 (QOSH( G r1 4.6" L�4.56"� ci en JY 7 o o niJ� I Y'� n m Q �� c 2.44" 2.13" m °�..ac�i d %LIRSWING THRESHOLD POLY FIBER JAMB c o 9 m °E o '� Columbia High Dam (581( IOIYro a m a a m° e o B zY Fes— 4.56" E � � 0, I � g 4.7" a cl io z �,LUTSWING THRESHOLD Z WOOD JAMB �I o Columbia (575) S W N o 1. 5.63" In a 2.088" ;r o��� 0.57' F� i 1 OUISWING THRESHOLD INSWING THRESHOLD 7 WEATHERSTRIP 8 DOOR BOTTOM SWEEP Endura (Z-Series) Columbia Entlura force 5 g'O INSWING THRESHOLD Endu. (Z-Series( 4.56" � o 0 G, z GATE 02/16 12 SCAM N.T.S. gi INSWING THRESHOLD 29 ADA THRESHOLD DWG. BY' JK DLP I'S DLP DHK. BY: LFS DRWNG NO.- FL— 15210.4 SHEET 9 OF 10 c i I 11 a v 0 0 e o 3 d b a a q t- n "^ z m G'� �o o o Z N1 ono Qo E U 4 ti a e = O = a9m°2S ° , Or o ° m n damo v° co 3 u ri U ° m Zo o �> �w a� F V a J � J m o m O a m z o O: i m w z o 0 0 Z U DATE-02116112 Z scAm N.T.S. 9 owc. BY..JK m aa. BY.- LFS 3 MVflNG NO, FL-15210.4 0 SHEt1 10 OF 10 BILL OF MATERIALS OEM IF DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX. SHIM SPACE - D 1 /4" X 2�/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 1/4" X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL H 3/16" x 3-1 /4"PFH ITW CONCRETE SCREW STEEL I 1/4" X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-1 /7' PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. /VINYL 2 FINGER JOINTED PINE FRAME WOOD 3 EXT. FRAME (ODL) ALUM. 4 INT. FRAME (ODL) ALUM. 5 #7-19 X 1-3/4" PPH SELF DRILLING SMS STEEL 6 #10 X 1-3/4"PPH WOOD SCREW STEEL 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4"BUTT HINGE STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL 12 NON STRUCTURAL SEALANT SILICONE 13 STRUCTURAL SILICINE (DOW 995) SI M IAM I•QADE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION Q ,QgggPTANCE_(NOA) Lawson Industries, 8501 NW 90 Street Medley, FL 33166. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 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 Aluminum Tube Mullion w/ anti w(o Stee) Reinforcement — L.M.I. [-lrrRUVAL LVC:UA1E.NT: Urawmg No. LAW-ML-1VOI, titled "Aluminum Tube -Mullions" Sffe_e'1s Y through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Micimi-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 request of the Building Official. This NOA revises and renews NOA 010-0610.02 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIDADE COUNTY NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 !� Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 2. 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 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02-0501.05) 5. 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 an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.06) Manuel.Perez e 32 Product Control Exahmner . . NOA No.12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E-1 l Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc.,- Test Report No. HETI-02-1717, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I., approved on 10/06/10 and expiring on 05/30/12. Manuel P z; P.E. Product Control Maffiiner NOA No. 12-012 7.07 Expiration Date: May 30; 2017 Approval Date: Mardi 29, 2012 E-2 ANCHOR/CLIP GLAZING PRODUCT 3 ANCHOR/CLIP HORIZONTAL MULLION i VERTICAL VERTICAL MULLION MULLION GLAZING GLAZING GLAZING z PRODUCT PRODUCT PRODUCT ANCHOR/CLI 7 W1 W2 W3 MULLION SPAN WIDTH (W) = WI + W2 + W3 2 ,-- ANCHOR/CLIP ANCHOR/CLIP ANCHOR/CLIP r-HORIZONTAL MULLION GLAZING GLAZING PRODUCT rHORIZONTAL MULLION 3 -GLAZING PRODUCT % � I GLAZING GLAZING PRODUCT PRODUCT z o zd zj VERTICAL w MULLION ANCHOR/CLIP W1 W2 MULLION SPAN WIDTH (W) = WI + W2 WIDTH (W) = WI z W2 TYPICAL MULLION ARRANGEMENTS 3 3 N II 3 0 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HI H V LO I U I N N Z 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON —IMPACT APPLICATIONS, INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE — SECTION 2003.8.4. MULLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS PRODUCT REVISED as complying with tho Fladda Building Code r�2. z . Accepl Tton l s � ILCL Expiration Date rn 0 W O O .. z z O a � o q t M z E-= s z z d U 2X MULLION CLIP 806J-TB c x \\ II// c .125 .062 J1NHN1'� 4.000 2 X 4 TYPICAL STD, TUBE WINDOW FRAME MULLION .1a84�-:: 2 X 6 1 X 4 STD, TUBE CUSTOM MULLION MULLION 6063-T8 Ixx: 2.070 in -moo_ Sxx: 1.035 in3 .D (FLANGE FRAME) III STANDARD TUBULAR SHAPES :I NP. WALL = 125" ALL =41li ALLOY . 6063-T6 .750 j TYPICAL GLAZING PRODUCT :j 1.000 .2.125 2.250 I -4.500 I 1X MULLION CLIP 2.DDD 3.000 4A00 6063-T6 MULLIONS CONTAINING �.L.� NOTCH C.L. TYPICAL GLAZING PRODUCTS OPTIONAL HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING a NOTCH OPTIONAL 12S MIN. 2.000 ANGLE CLIP �2AOD--I 606J-T6 1 X 3 TOM MULLION 6063-T6 Ixx: 1.000 in4. Sxx: 0.667 in3 (FIN FRAME) 2.000 .000 .12S 4.000 2 X 6 STD. 2 X 4 STD. TUBE MULLION TUBE MULLION 6063-T6 6063-T6 Ixx: 8.280 in! Ixx: 2.980 in! Sxx: 2.760 in3 Sxx: 1.490 in INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STF� USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. T. ALL CLIPS AND ANGLES ARE TO FIT STEP USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE �F `•2 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. CLIP LENGTH MULL "L" 1 X 2 1.688, 1 X 3 2.688' 1 X 4 3.688, 2 x 4 3.688' 2 X 6 5.688- y C .06 O O b ti 1.500 M Tn L MI3 062 .125 (~71 Oa � V o O 2 PA N 3.000 .115 moo a -63 2.DOD Z z Z I 0 a a o .156r1 .102 �1A00--1 .150r�.078 ] I1 1 X 3 1 X 2 1 X 2 ` w 0 CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION : In 6063-T6 6063-76 6063-T6 < F N Ixx: 0.950 in! Ixx: 0.370 in Ixx: 0.330 in V x Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 y (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME} ® ~ Z U ::5 In =I .125 W 6 V. A a j-I.00D•j �. d2S 1� hN II.�1.000 r^ Z 4.000 I •125 Q , Z al 3.000 ~ 2.000 - L J L I O N 1 X 4 1 X 3 1 X 2 STD. TUBE MULLION STD, TUBE MULLION STD. TUBE MULLION 2 d d a 8063-T6 6063-T6 6063-TO H Ixx: 2.070 in Ixz: 0.950 in Ixx: 0.330 in. Sxx: 1.035 in3 Sxx: 0.6331'RUCTR VI$O�gX�� 330 in3 q a, 00m01 g ilh the b[0f Z I IONS RCTANG AR ALUMINUM T F a I USING MULLION PROPERTIES ONLY THESE e�eo iss �� MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE WITH o0oo .......... ®�5 i�,rri USED ALL LAWSON'S MIAMI-DADE ' n COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. In LL d'. O O% a�OD Qr N-ALL Q:A7 1. REFER TO THE GENERAL NOTES ON SHEETJi �'•, ��e� 1 OF 10 FOR BUILDING CODE COMPLIANCE. o 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. & �,If,l'••1iA oe 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. MULL SPAI 38- 318" 1 42 48 506/8" 64 67' 63.E TUBE UL MULLIONS 1X2 1X3 2X4 2X6 150.0 150.0 1 150.0 150.0. 150.0 150.D 150.0 150.0 150.0 150.0 123.0 150.0 150.0 150.0 150.0 102.5 150.0 150.0 15QO 150.0 87.9 150.0 150.0 150.0 150.0 76.9 150.0 150.0 150.0 15QO 68.3 137.6 150.0 150.0 150.0 61.5 123.9 150.0 15QO 150.0 55.9 112.6 150.0 150.0 150.0 51.3 103.2 150.0 150.0 150.0 47.3 95.3 150.0 150.0 150.0 89.3 150.0 150.0 150.0 150.0 67.0 150.0 150.0 150.0 15QO 53.6 142.3 150.0 150.0 44.6 118.6 150.0 150.0 38.3 101.7 150.0 1 150.0 150.0 33.5 89.0 145.4 150.0 150.0 29.8 79.1 129.2 150.0 150.0 26.8 71.2 116.3 150.0 15QO 24.4 64.7 105.7 150.0 150.0 22.3 59.3 95.9 139.5 150.0 20.6 54.7 89.5 128.8 150.0 62.6 150.0 150.0 150.0 1 150.0 46.9 135.1 1 150.0 150.0 1 150.0 37.5 108.1 150.0 150.0 150.0 313 90.1 150.0 150.0 150.0 26.8 772 131.1 15QO 150.0 23.5 87.5 114.7 150.0 150.0 20.9 60.0 101.9 146.8 150.0 18.8 54.0 91.7 132.1 150.0 17.1 49.1 83.4 120.1 150.0 15.6 45.0 76.5 110.1 150.0 - 41.6 70.6 101.6 150.0 46.3 133A 150.0 150.0 150.0 34.8 100.0 150.0 150.0 150.0 27.8 60.0 150.0 150.0 150.0 23.2 66.7 125.2 150.0 150.0 19.9 57.2 107.3 150.0 150.0 17A 50.0 93.9 135.1 150.0 15.4 44.5 83.4 120.1 150.0 4060 75.1 108.1 150.0 38.4 68.3 98.3 150.0 33.3 62.6 90.1 150.0 VERTICAL MULLION GLAZING GLAZING PRODUCT PRODUCT W7 W2 2X6 150.0 150.0 150.0 48 74-1/4" 30.8 66.6 95.8 150.0 48 120" 64 27.2 59.2 85.2 150.0 64 60 24.4 53.3 78.7 144.2 60 66 22.2 48.4 1 69.7 131.1 66 72 - 9n 4 1 444 1 63 9 19n 9 72 48 64 84" 21.1 46.0 66.2 140.8 48 132" 18.8 40.9 58.8 125.2 64 60 16.9 36.8 53.0 112.7 60 66 15.3 33.4 48.1 102.4 66 72 30.7 44.1 93.9 72 78 28.3 40.7 86.7 78 18 96" 37.7 82.1 118.3 150.0 18 1"" 24 28.3 1 61.6 88.7 1 150.0 24 30 22.6 49.3 71.0 150.0 30 36 18.8 41.1 59.1 143.8 36 42 16.2 35.2 50.7 123.2 42 48 30.8 44.3 107.8 48 64 Z7.4 39.4 95.8 64 60 24.6 35.5 86.3 60 66 22.4 32.3 78.4 66 72 20.5 29.6 1 71.9 72 78 19.0 Z7.3 66.3 78 18 108'• 26.5 57.7 63.1 150.0 18 160" 24 1909 43.3 62.3 150.0 24 30 15.9 34.6 49.8 136.3 30 36 28.8 41.5 113.6 36 42 24.7 36.6 97.4 42 48 21.6 31.1 85.2 48 64 19.2 27.7 75,7 54 60 17.3 24.9 68.1 60 66 15.7 22.7 62.0 66 72 2068 56.8 72 7 76 19.2 52.4 7E HORIZONTAL MULLION %'GLAZING ' PRODUCT 3 CRAZING GLAZING PRODUCT PRODUCT TYPICAL MULLION ARRANGEMENTS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY, (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = Wi + W2 'AN 2 1 • as®�� aa��® aaa®� aaa�� aaa�� i aaa�� aaa®� aaaa as®� aaa®� aaa�� aaa®� aaa®� a�aa� aaaa� aaaa� aaa aaa® aaa�� aaaa� aaaa® �aaa� aaaa aaaa� e�aee� aaa aaa® aaa® aaa®� aaaa aaaa® aaaa� aaaa� .aaa '.aaa PRODUCT REVISP.O as complying with the Florida Building Code AcccpI-ce No Expiip Dnte - I MB iami de Product w E z� � y m z movl 2 D, 0 g d z � w .. c�oXa 5 ]a to a w ¢ S N 1� Q p z F U w zF]Q o z z Cr 0 r®N � o to Cn z `Q Is`Il z z 5 19.9 Ei ppp®BBIIBIIOOOyB�,, he 00p ;s 613� �i s 2X MULLION CLIP 6063-T6 NOTCH 'L' OPTIONALI `C 0 TX MULLION CLIP J NOTCH OPTIONAL 0 0 NOTCH OPTIONAL Fl.125 MIN. 2.000 ANGLE CLIP 6063-T6 2.OD0 I , 2 X 6 STANDARD TUBULAR SHAPES -7YP. WALL - .125" ALL ALLOY = 6063-TB TYPICAL GLAZING PRODUCT 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ,� .tzs t.Dao .062� .688 312 1.000 O15DO� .I25 A6 I I •688 .Izs j azs 4.000 .115 3.000 3.000 T' 4.000 3.000 2.688 3.625 .188� 102 II� •156 rI Ig2 »I 4-1.062 1 X 3 1062 1 X 4 1 X 4 STD. TUBE MULLION 1 X 3 CUSTOM MULLION ON STO. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLI 6os3-T6 CUSTOM MULLION 606J-is 6063-T6 6063-T6 a . 4 Ixx: 2.168 in! Ixx: 2.218 in! Ixx; 4.709 �. n. Ixx: 4.709 in. Ixx: 2.168 in. y in. y y Sxx: 1.445 ins Sxx: 1.479 in� Sxx: 2.355 in. Sxx: 2.355 Sxx: 1.445 in. (FLANGE FRAME) a L (FLANGE FRAME) (FIN FRAME) 2.000 FD12" 4.000 6.000 . . 2 X 6 STD. TUBE MULLION 6063-T6 Ixx:19.648 int Sxx: 6.549 in? 2 X 4 STD. TUBE MULLION 6063-T6 Ixx: 7.649 in`. Sxx: 3.825 ir� INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. ALL CLIPS AND ANGLES ARE TO FIT STEP USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE S E S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. CLIP LENGTH MULL %" 1 X 2 1.688' 1 x 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' .. u, e o F z H tD ! to 5 w 0 N < 01 V am Z 14 m 0 C O cce 3 o M R y Z>Z ° z i14 m a R O W o U I w z m � zw Cf a o W a �H PRODUCT REVISED as camPlying With the Flmide 1. Bail dfDS Coda % Acceptance No a g Expiiatian Date �% u By z MiamI ade Product $ i a � RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT e�®e0 0®e cat ...... a m0 0.•' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE .0an �. LL d COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS, T/Jo Vj L� .,}, O NOTES: N Y In * ~ at 1. REFER TO THE GENERAL NOTES ON SHEET o Q S N .. 1 OF 10 FOR BUILDING CODE COMPLIANCE.o 2. MULLIONS MAY BE ORIENTED VERTICALLY OR e=••°°°° HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. i 1 1 4" MIN 5/16• TAPCONS 5/16' TAPCONS MIN. EDGE DIST. s Y / 1-1/2" MIN. WOOD PENETRATION 1-1/2" MIN. WOOD PENETRATION 2-3/16" CONCRETE OR h EDGE DIST, 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE 4' OLL BL CK 5/16• TAPCONS 5/16" TAPCONS O !n _ 1-3/4' MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY 3/4° 4 PER CLIP (2 ON EACH WING) 2 PER ANGL o C F MIN. tD 17 0 iv z i \i \z • 1 ' \z 1 n m ,� o n� Nam o r< 'I; TI: •�1t I:. mom 2 z m 141 J O E Ci I� �I II II 2: - Z rn z it 11 ii ii 11 II II II � ° a -'t 2 7/16" n n o o 2 0 -+ i i i i 2 x 2 x t/B' I 11 u I I 1 '----'--- I f 1% FLOATING CLIP 11 11 ALUM ANGLE MIN. N I I 2 BY I I LI U IL_JI II 11 .] \ W 1/8- BUCK I I _------ 1 l I I II 2 x 2 x 1/B• I I I 1 I - ----- I WOOD BUCK I i 1X FLOATING CUP 'L'I 1.1 ALUM ANGLE , . cl ' 1 1 I \ i I I i I I ^' W 'Z a I I I 1 I I V F .-.7 F N 3/4" MIN. 5/16" TAPC S ANCHORS TYPE 'D' IN BLOCK UI� a EDGE DIST. 1-1/2• MIN, W PENET ION L V � z PE ANCL ANCHORS TYPE 'G' INTO CO ETE ®~ z 4 ANCHORS THRU 1X BUCK . ALL CLIPS �ANDLE5 TO FIT SNUG INTO CONCRETE OR BLOCK7iv INTO TUBE. 1 "X4" & 2"x4" MULL�+sTAPCONS EX OR FLAT HEAD. W C a a MIN. EDGE DIST. (~ �i I 2-3/16" CONCRETE OR (n x 4" HOLLOW BLO K 5/16- TAPCONS 5/16• TAPCONS �( Q'^ , z 1-3/4' MIN. EMBED INTO MASONRY 1-3/4' MIN. EMBED INTO MASONRY M a 1 1 2 BY 2 % 1/8' 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE CC r----------i w000 BUCK I I I ALUM ANGLE I I M� M� ALL CLIPS AND GLES TO FIT SNUG 7ERNATE INTO TUBE ND •' m ANC R LOCATION TAPCONS MAY BE H OR FLAT HEAD. JL_ •, I i c c ANCHORS TYPE 'A' ,1 II II II a 2 ANCHORS INTO WOOD -------__ 1B+ 2 X 2 x 1/0• 4 I WOOD BUCK I IX FLOATING CLIP I I 11 ALUM ANGLE y iv 5/1V TAPCONS M I I I I U u 5/16• TAPCONS pcp a t 1/4" MIN. 1-1/2' MIN. WOOD PENETRATION 1-1/2- MIN. WOOD PENETRATION \ I 1 I I 1 I C m E E DI T. 4 PER CUP (2 ON EACH WING) 2 PER AN I 1 I 1 I I u I o z z �z \Z N z ANCHORS TYPE 'C' (INTO BLOCK I Iv�;, n g ANCHORS TYPE 'F' (INTO CONCRETEto to) 2 ANCHORS rF INTO CONCRE ERORtBLOCKK ��5,.'••..•';v/��mi n n n II W %;'0 Q�rvjo.•.•4i o bc�'j% i_�i " II co -------- d 2 X 2 X 1/8' i i woi •:2 W �• I ---- +I FLOATING CLIP h s U II ALUM ANGLE 1 1 N I 1 2 BY I I LI LI I 1REVISED< I i - �• \ ' I WOOD BUCK I I I 1 1 1 Z O N +i PRODUCT I I I I I I I 1 as complying with the FW6 o I I I I 1 1 I-----------� 13uildin8 Cod.it o �i ve • 9�w I AccptAnoe No - � Expiration Date 7 °° 6 ANCHORS TYPE 'B' ` as ALTERNATE Uy WI _ _ _ 4 ANCHORS INTO WOOD ANCHOR LOCATION Miami Product d i MIN. EDGE DIST. -3/16" CONCRETE OR MIN. EDGE DIST. y 2-3/16" 5/16" TAPCONS CONCRETE OR 1-3/4" MIN. EMBED INTO MASONRY • 4' HOLLOW BLO K 2 PER CUP (4"ON EACH WING) 5 Ifi" TAPCONS 4' OLLOW BL CK 5/16" TAPCONS / / 5INTOA"NR TAPCONS C 1 -3/4" MIN. EMBED INTO MASONRY 1-J/4" MIN. EMBED INTO MASONRY 7-3/4" MIN. EMBED INTO C MIN. I PER ANGLE 3/4' 4 PER CUP (2 ON EACH WING) 2 PQ E-• MIN. ...• `° `° y o V • a, VI Z � , N Q h a • I � � ' I ' • I ' I " :• t . I f . . 1 • ; � Z , I ix Q hT p �b O1 oLILL e r i i> ! z II II II II II II II II J Z q 'z-. a II II II II II II II II O O O II II II II II II II 11 M1 W = \ O 11 II CONCRETE OR 11 11 I I II CONCRET OR I I I I m o. R •� O CONCRETE OR I:=;'.ff1 CEMENT BLOCK 11 II _-_- IL -:I CEMENT OCK 11 II --------- CEMENT BLOCx j' l II 11 ALUM 2ANGLEB" -- --- - I I I I I I ALUM ANGLE 1 (L I II II 2 % 2 % 1/B" \ I FLOATING CLIP V U N 1 2 7 6 I FLOATING CLIP 1 1J L1 ti '�' x I I I I I i MIN. I 1 a im I I I I I I I 1 I 1 I I ,-1 I 1 � 3 1/4" E A MIN. U . MULL Z MULL �Z.• t' ANCH S TYPE 'D' INTO BLOCK �N w ANCHORS TYPE 'C' (INTO BLOCK W ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS YPE 'G' INTO CONCRETE t 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS IN CON ETE OR CEMENT BLOCK[, a r--------- 1' ,. 2"x4" MULL I ALTERNATE I 1 ANCHOR LOCATION Muu MULL I I N I 1 I I I I I I I I I I I I 1 FLOATING CUP Ij Ir-TI N CONCRETE OR Ir-TI 11 a iI 11 \ CEMENT BLOCK 11 11 Kj ' 5/16" 1APCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) I g 1 I I #12 SMS I I I I 2 PER ANGLE l a 1 I 1 I r f. II I I II I 1 11 If II - 1 1 II II II F II a I I II I 1 II II II ' 5/1 TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE I II II II . A. •• I ' I •.rw � � .. I 5/16" TAPCONS -3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) J ALL CLIPS AND ANGLES TO FIT SNUG 1 INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. fW6F9UCT REVISED, as complying with tho F19.d(l.. X Building Code c Acccptonoe No L•xpiration Date By Mi_ ede Prok1. a...mmmi JA ,�00000 'CJa�a.•a a h , �� n O O L� 1� MIN. EDGE DIST. 16" CONCRETE OR LOW BLO K 3-3/4" 5/16" TAPCONS MIN. 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) `a CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.668' MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BUD K 3-3/4" 5/16' TAPCONS MIN. 1-3/4" MIN. EL48ED 4 PER CLIP (2 ON \I S 1 X6 NULL 5/16' TAPCONS )f 1 1-3 4" MIN. EMBED INTO MASONRY \ 1 4 PER CLIP (2 ON EACH WING) 1 3/4" I I MIN. I 3/4" i O + 2X6 MULL O 3-3/4" Ml./16" 2X6 MULL CLIP LENGTH MULL "L" 2 4 3.688' 2 X 6 5.688' J. J f ALL CLIPS AND ANGLES TO FIT SNUG - INTO TUBE MULLIONS. AN ANCH0 TYPE 'E' INTO BLOCK TAPCONS MAY BE HEX OR FLAT HEAD. A ORS TYPE 'H' INTO CONCRETE CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED ANCHORS INTO CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR 2"X6" MULL SHOWN WATER -WHITE METHACRYLATE LACQUER. 1� 2X6 NULL 5/16" TAPCONS I-3/4• MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) y 1 3/4" MIN. p U F J ®M C a 2%6 MULL _ N C W e c � c TYPE 'H' (INTO C) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 2"%6" MULL SHOWN WOOD BUCK m u g o Z $ 2 PRODUCT REVISED as complying with the Florida y 0 Build ingCodo Acceptenoa No 3 o Bxplmlion Date 0 By Minn' ade Product a a N MIN. EDGE DIST. 5/16" TAPCONS 2-3/16" CONCRETE OR 1-J/4" MIN. EMBED INTO MASONRY 3-3/4" 4HOLLOW BLO K 4 TOTAL (2 ON EACH WING) MIN. 51 il. .1 F. 1 t I I I I 1 1 I I I I 2 -7/16" I I I I MIN. 2+14 or 2X6 Mull 2 X 2 X 1 a L--------------1 Li LJ ALUM ANGLE I I I I I I I I I I CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES i� ARE NOT FIT SNUG INTO TUBE a MULLIONS. � 5/16" TAPCONS d14 SMS 1-3/4' MIN. EMBED INTO MASONRY 4 PER ANGLE 2 PER ANGLE 2 X 2 X 1[B" ALUM ANGLE 1 su�ln� iTr,,Ti Irf) � o � OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL "L" 1 X 2 LGGB' 1 X 3 2.688' 1 X 4 3.68B' 2 X 4 3.688' 2 X 6 5.688' 1, ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2' WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. Ir 14 S.M.S. 2/ CHANNEL I [TUBE MULLION 012 F.H. S.M.S. 2/ SIDE 1/8' THICK ALUM CHANNEL I I LENGTH TO FIT SNUG I I INTO MULLION ; TUBE MULLION CAULK JOINT AFTER ASSEMBLY 014 FH S1/S 2 PER CLIP ACCESS HOLE 1-1/2' O.C. MIN, I ___ _____ 1 1 I I THIS SCREW CAN BE I I INSTALLED IN EITHER 1 B12 FH SMS I DIRECTION q� 1 2 PER CLIP W I 1 1' O.C. MIN, I 1 1 1 I 1 1 I 1 1 1-3/4" X 2" X 1/0" (FOR 2BY TUBE) 3/4" X 2' X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRODUCT RBVISED as complying with the PMT1da 1111(Id519 Colo 2 ALL CLIPS AND ANGLES TO FIT SNUG Acceptelwe No INTO TUBE MULLIONS, i;Xpiralion l)ete TAPCONS MAY BE HEX OR FLAT HEAD. N�4'Imni adc Product fr d2 it 1 .. LL O U * W 4 �1411 38 3!8 132 193 150 15D 150 150 150 150 150 24-1 74 114 6B 133 150 150 160 150 150 150 150 1 24 120 42 84 97 140 150 108 150 150 116 e b n m so In p e o .. 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MFNTS _ 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER ESLS AND NOTES. 2. 3. ROFER TO AI CHARTS ABOVE FOR MAXDESIGN PRESSURE SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN a°0®QC, .• ......... 0� O g THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. m a 3 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER Lo id Y LOCATIONS AT HEAD, SILL OR JAMB ENDS. PRonuCTREVISED v� � 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. oscomplyingwiththeFlmide Iluilding Code w Aaeptnnoo No ^�� 19 ,.f.'••._ _.. Minmi ede Product Immi