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HomeMy WebLinkAboutProduct Approval; Fixed Windows (FL15189)Flo;da Building Code Online AL BCIS Home I Log In uct Approval : Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # sFL1518 Application Type New Code Version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email ?Kolbe Vtli'ndows -and Doors vllVausa 1323 S. 11th Ave. Wausau, WI 54401 (715)842-5666 NLonsdorf@kolbe-kolbe.com Nicole Lonsdorf NLonsdorf@kolbe-kolbe.com Sue Schreiber 1323 S. 11th Ave. Wausau, WI 54401 (715)847-0736 SSchreiber@kolbe-kolbe.com y Category Windows file:////Tsclientle/Users/Scott%20Bussard/Desktop/Kolbe/NOA's/New%2Ofolder%2O(2)/pr_app_dtl.aspx.htm (1 of 3)7/16/2012 8:33:49 PM RAWALL E. STOFF? ARCHE C4g9 PA 7AQW 9 ARQ111d5 ROVED ® REVISE $ RESUBMIT ® APPROVED AS CORRECTED ® REJECTED This revi&.v is only for general conformance with the design concept of the project and general compiiaoco ;:pith utie information given in the contract doer ,marts. Corrections ar eommerrts made on the shop dram,4r.gs during this revi :v do not relieve tha co tractor from compliance writh the require- r s;its of the pleas and specificatlons. Approval of a speciric item shall not inc ve appreval or an assembly of which the item is a component, Con- tracior is responsible for: Dimensions to be confined and correlated at the lob s4e; In c oration that pertains solely to the fabrication processes or to 1-2 means, methods, techniques, sequences and procedures of construc- tion: coordination Of the �vork of all other trades: and for performing all work In a safe and satisfactory manor. DATE BY. Flori,'a Building Code Online a Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Warren W. Schaefer the Evaluation Report Florida License PE-44135 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 11/28/2016 Validated By Terrence E. Lunn, PE El Validation Checklist - Hardcopy Received Certificate of Independence FL15189 RO COI Certification of Independence.pdf 1 Referenced Standard and Year (of Standard) Standard Year TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated, Date Pending FBC Approval Date Approved file:////fsclient/c/UserstScott%20Bussard/Desktop/Kolbe/NOA's/New%20folder%20(2)/pr_app_dtl.aspx.htm (2 of 3)7/16/2012 8:33:49 PM Method 1 Option D 02/09/2012 02/21/2012 02/23/2012 04/03/2012 Flo as Building Code Online Summary of Products, FL # i Model, Number or Name Description 15189:1� �--= =-7-- -Ultra_ Impact_Fixed_ Frame:Window:-^ i ;Fixed Wind Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15189 RO II Drawing 1764.pdf Approved for use outside HVHZ: Yes Verified By: Warren W. Schaefer, P.E. 44135 Impact Resistant: Yes 1 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Window size, pressure, assembly and installation FL15189 RO AE WWS-205.1)df requirements are to be as specified in the attached Created by Independent Third Party: Yes drawing No. 1764. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This window system is rated as a wind zone 4 missile level "D" product. ga_d_kMjN§4 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, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbor.state.fl.us. Product Approval Accepts: '• • �'Col�i�S (: 1powered by VorlS19n powered by Varlftn lecurit file:///lfsclientic[UserstScottl.20Bussard/Desktop/KolbelNOA'slNew%20folder%2O(2)lpr app dtl.aspx.htm (3 of 3)7/16/2012 8:33:49 PM Florida Building Code Online BCIS Home i Log In I User Registration ( Hot Topics I Submit Surcharge I Stats & Facts I Publications i FBC Staff I BCIS Site Map I Links I Search urines'I Y�` 'p' Pi olCSS1 *.ProductApproval I IaUSER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail $ 4 FL # FL15189 Application Type New Code Version 2010 ,., Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email LI Kolbe Windows and Doors - Wausau 1323 S. 11th Ave. Wausau, WI 54401 (715)842-5666 NLonsdorf@kolbe-kolbe.com Nicole Lonsdorf NLonsdorf@kolbe-kolbe.com Sue Schreiber 1323 S. 11th Ave. Wausau, WI 54401 (715) 847-0736 SSchreiber@kolbe-kolbe.com u?" Category Windows file)//frselient/c/Users/Scott%20Bussard/Desktop/Kolbe/NOA's/New%20folder%20(2)/pr app_dtl.aspx.htm (I of 3)7/16/2012 8:33:49 PM Florida Bgilding Code Online Subcategory Fixed . Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑� Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Warren W. Schaefer the Evaluation Report Florida License PE-44135 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 11/28/2016 Validated By Terrence E. Lunn, PE ❑� Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL15189 RO COI Certification of Independence.odf Standard TAS-201 TAS-202 TAS-203 Method 1 Option D 02/09/2012 02/21/2012 02/23/2012 04/03/2012 Year 1994 1994 1994 rile:////fsclient/c/Users/Scott%20Bussard/Desktop/KolbeJNOA's/New%20folder%20(2)lpr app_dtl.aspx.htm (2 of 3)7/16/2012 8:33.49 PM Florida Building Code Online Summary. "of Producf§ FL' # I Model, Number. or Name Description F5189.1 I Ultra Impact Fixed Frame Window Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15189 RO II Drawing 1764.pdf Approved for use outside HVHZ: Yes Verified By: Warren W. Schaefer, P.E. 44135 fImpact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Window size, pressure, assembly and installation FL15189 RO AE WWS-205.pdf requirements are to be as specified in the attached Created by Independent Third Party: Yes drawing No. 1764. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This window system is rated as a wind zone 4 missile level "D" product. �1�k ly:€Xt 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, e-mail 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 regarding DBPR's ADA .web accessibility, please contact our Web Master at webmaster@dbpr.state.fl.us. Product Approval Accepts: s WORM Wrton URUJ WavAWO(q.vlui!�3'gst tar3,sfed 4jvari531)pNecu It`'�$t l3iEi:a. Pile:///lfsclient/clUsers/Scott%20Bussard/Desktop/Kolbe/NOA's/New%20folder%20(2)/pr app_dtl.aspx.htm (3 of3)7/16/2012 8:33:49 PM W. W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 1501h Court North Patin Beach Gardens, FL 33418 Phone (561)744-3424 ENGINEER'S EVALUATION REPORT #WWS-205 Prepared for: Kolbe & Kolbe Millwork Co., Inc. 1323 South 11" Ave. Wausau, WI 54401 Phone: 715-842-5666 Prepared by: Warren W. Schaefer, P.E. Florida Professional F.,ngineer 444135 Manufacturer: Kolbe & Kolbe Millwork Co., Inc. Product Category: Windows Evaluation Method: 1-D (Engineer'.s evaluation) Product model & name: Ultra Impact Fixed Frame Window Documents that must accompany this report: 1. W. W. Schaefer Engineering & Consulting drawing No. 1764 Window size restrictions and assembly requirements: See drawing No. 1764 Maximum allowable design pressure: See drawing No. 1764 Installation requirements: See drawing No. 1764 Code compliance: Code section(s) considered with this evaluation: Sections 1715.5 & 2411 Wood Coatings: All wood members shall be of an approved durable species or be treated in an approved method with an approved preservative per Florida Building Code section 2326. Mullions: Mullion conditions stated in this approval have been tested in accordance with TAS-201, 202 & 203 and meet the requirements of FBC section 1715.5.5. 1 Test Standards applicable to the testing of these windows: TAS-201, 202 & 203 Test Laboratory: Element Material Technology (Previously named Stork Twin City Testing Corporation) Test report number: ESP008603P-1161.1A General report notes & system limitations: 1. All size & installation conditions shown in this report and the referenced drawing No. 1764 are based off the referenced test reports and/or engineering analysis in accordance with the Florida Building Code. 2. Windows shall be constructed in accordance with the descriptions in this report, and the manufacturer's state approved quality assurance entity specifications. 3.. This product is approved for use in & outside of the High Velocity Hurricane Zones (HVHZ). 4. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE. 7 Minimum Design Loads for Buildings and Other Structures (0.85 directionality factor may apply per the current ASCE.? standard). 5. These windows are large missile impact rated for use in wind zone 4 & missile level "D" locations and need not be shuttered. 6. When applicable, all safety glass requirements must be met per FBC chapter 24. Quality Assurance Entity: Window & Door Manufacturers Association (WDMA) FEB 0 6 20Q Warren W. chaefer, P.E. ��®�B�a�yey��® Florida #44135 0��®� SvIY4 �fee,, ° e�� ° o 0.A a ® °° o m ® ° ° A ®� ° t ® °° ' ��®°;LOVk0 ° C'%, ©� s 2 1, THESE 1V:NDOW SYSTEMS HAVE BEEN TESTED. ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE 'ALLOWABLE DESIGN PRESSURE TABLE(S). 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (IMIZ) & ARE LARGE MISSILE IMPACT RATED. S. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE WINDOWS. 6. ALL ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 7. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALITY FACTOR OF KD = 0.85 MAY BE APPLIED PER THE ASCE-7 STANDARD. B. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 9. TO THE BEST OF OUR KNOWLEDGE, THE WINDOWS SHOWN HEREIN ARE QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/Oq ENTITY & SHALL BE LABELED IN ACCORDANCE WBII THE FBC AND THE 9N-3 FLORIDA BUILDING COMMISSION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION, COMBINATON, INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS. WINDOW ASSEMBLY SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'S OUALIIY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 10. CERTIFICATION OF THESE WINDOWS SHALL BE CONSIDERED VOID IF THEY ARE INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT OR IF THEY ARE INSTALLED BY ANYONE OTHER THAN A UCENSED CONTRACTOR EXPERIENCED WITH WINDOW INSTALLATIONS IT. ALL WOOD MEMBERS OF WINDOWS THAT MAY POSSIBLY COME INTO CONTACT WITH MASONRY OR CONCRETE SUBSTRATES. ARE SUBJECT TO MOISTURE &/OR ARE SUBJECT TO THE OUTSIDE ENVIRONMENT SHALL BE OF AN APPROVED DURABLE SPECIES OR BE TREATED IN AN APPROVED METHOD WITH AN APPROVED PRESERVATIVE PER FBC SECTION 2326. ALTERNATE ANCHORaUBSTRATE EVALUATION NOTED ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED 'AITH THIS EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE -EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED HERE -IN IS CURRENT WITH ALL CURRENT TESTING, CODES AND APPLICABLE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CUP TO OPENING MINIMUM MINIMUM (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. FRAME SCREWS MIN_ 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & 0=0.55) N0. 12 SINS OR WOOD SCREW I1 1/4" 3/4" MIN. 18 GA 33 KSI METAL STUD I NO. 12 GR. 5 SELF TAP/DRILL SCREW I FULL 1/2" MIN. 1/8" THK A36 STEEL NO. 12 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-T5 ALUM. NO. 12 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" -MIN. C--90-CMU OR-2500-PSI CONCRETE (1)- 1/4" CONCRETE SCREW 11 1/4" _ 2" INSTALLATION CLIP SCREWS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) NO. 8 SMS SCREW _ 1 1/4"E/2MIN. 18 GA. 33 KSI METAL STUD NO. 8 GR. 5 SELF TAP/DRILL SCREW FULLMIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULLMIN. 1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL (2) REINFORCED MULLION END CLIP SCREWS PAIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) NO. 8 SMS SCREW 1 1/4" 3/4" MIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, ITW RAMSET/RED HEAD TAPCONS OR HILTI KWIK-CON II (HARDENED STEEL OR S.S.). (2) WHEN A REINFORCED MULLION 1S USED, METAL STUD, CMU & CONCRETE SUBSTRATES SHALL NOT APPLY. MULLION END CUP MUST BE ATTACHED TO EITHER A WOOD BUCK, WOOD FRAMING, STEEL OR ALUMINUM SUBSTRATE. oc�oooD 8"" 00° L/11 OODFILMOD DDOWnM0 1. OTHER SHAPES MAY APPLY PROVIDING THEY ARE SIMILAR TO THOSE SHOWN & HAVE CORNER CONSTRUCTION AS DESCRIBED IN THIS DRAWING. 2. ALL SHAPED UNITS MUST FIT INSCRIBED INTO THE ALLOWABLE RECTANGULAR UNITS & BE GDVERNED BY THE ALLOWABLE PRESSURE OF THE RESPECTIVE RECTANGULAR UNHT. 1. THEY MAY NOT BE USED FOR THE ASSEMBLY WSTAUATION OF ANY OTHER PRODUCT NOR MAY CORNER CONSTRUC'Me RECTANGULAR FRAMES FRAME MEMBERS WERE RABBETED, BUTTED AND SECURED WITH TWO 16 GAUGE X 1/2- CROWN X 2' LONG STAPLES AND ONE NO. 8 X 2 1/4" PFH SCREWS PER CORNER. CORNERS ARE SEALED WITH SILICONE SEALANIT. HALF ROUND AND EYEBROW TOP FRAME FRAME MEMBERS WERE RABBETED, BLRTED, & SECURED WITH 2 ND. 8 X 2 1/4' PFH SCR26YS PER END. ENDS ARE SEALED WITH SILICONE SEALANT. RECTANGULAR SASH. SASH CORNERS LMUZED OPEN MORTISE AND TENON `yyk-2S53T;T CONSTRUCTION AND WERC SECURED WITH TWO NO. 8 X 1' SMS SCREWS. CORNERS ARE SEALED WITH SILICONE SEALANT. ,.�'• ?t .A->A�<,'A `H�+', EYEBROW TOP SASH, HEAD CORNERS WERE BUTTED & SECURED WITH 2 NO. 8 X 2 1/4- PFH SCREW THROUGH EACH STILE INTO ; .44q•' . a'F •• `' - AND THE RAIL AND 1 NO. 8 X 3" PFH SCREW THROUGH THE RAIL INTO THE STILE CORNERS ARE SEALED WITH z J� ," !'.) .° ' : I L•.. _-'..�.'' `.� SILICONE SEALANT. +_ U :•,�!` "" V CT1. HALF ROUND TOP SASH' SASH CORNERS UTILIZED OPEN MORTISE AND TENON'r N .. y F y CONSTRUCTION AND WERE SECURED WITH TWO NO. 8 X 1" SMS SCREWS. oCY CORNERS ARE SEALED WITH 5xONE SEALANT. (: '1 :;,%;T:J RFCTANGl1LAR FRAME CLAD CORNERS! CLADDING MEMBERS WERE MITERED AND y� JOINED WITH A CORNER KEY (PART #38) AND 2 NO. 7 X 5/8" FEE SMS PER CORNER. CORNERS ARE SEALED WITH SILICONE SEALANT, •°°A ..Y`•"'"•-N - ''H I f�7s ` EYERROW TOP FRAME CLAD CORNERS CLADDING MEMBERS WERE WIERED AND -'�" 1• JOINED WITH A CORNER KEY (PART #39) AND 2 NO. 7 X 5/8- FEE SMS PER CORNER CORNERS ARE SEALED WITH. SILICONE SEALANT. ,EYi q)?61•z SASH CAD CORNERS CLADDING MEMBERS WERE SQUARE CUT OR PRORLE CUT, BUTTED TOGETHER & SEAUD WITH SIUCONE SEALANT. SHEET N0. 1 OF 7 I 6" MAX. FOR MAX. FRAME SHORT DIMENSION, SEE SINGLE WINDOW PRESSURE TABLE ON THIS SHEET� 16" MAX. O.C. WHEN WINDOW FRAME SHORT DIMENSION IS 60" OR LESS; 13 1/2" MAX. O.C. WHEN WINDOW FRAME SHORT DIMENSION IS GREATER THAN 60" (TYPICAL ALL SIDES) A7 A2 4 1, 4 I• I j a .I I I' wo I SIMILAR •I pf . Z co Z om z w 0 a ¢ I' 0 I z o J o I I U5 I n MAX. D.L:O. I I. I =-FRAME WIDTH-- 6 3/8" I OPPOSITE I Al j4 SEE "CORNER - / CONSTRUCTION" DESCRIPTION ON EXTERIOR ELEVATION: SHEET 1 SINGLE, WINDOW SCALE: 3/4" = V-O" RECTANGULAR WINDOWS SHOWN. ANCHORING OF SHAPED WINDOWS IS THE SAME WITH REQUIRED ANCHOR SPACING ALONG THE FRAME CIRCUMFERENCE BEING THE SAME AS SPECIFIED FOR A STRAIGHT FRAME. 6" MAX ALLOWABLE PRESSURE SINGLE WINDOW TABLE MAXIMUM FRAME LONG DIMENSION (IN.) MAXIMUM FRAME SHORT DIMENSION (IN.) ALLOWABLE PRESSURE (PSF GLASS OPTION GLASS OPTION GLASS i OP30N POS. NEG. POS. NEG. POS. I NE 144 48 60.0 70.0 N/A N/A N/A N 40 50.0 170.0 160.0 70.0 60.0 70 132 52 60.0 170.0 1 N/A N/A N/A Ni 43 60.0 170.0 160.0 66.2 60.0 70 41 60.0 70.0 60.0 70.0 60.0 70 57 60.0 70.0 N/A N A N/A A,120 48 60.0 70.0 58.5 58.5 60.0 70 -FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN. SEE a "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. 108 48 44 102 67 56 54 48 45 96 7' 60 54 ' NAIL FIN AND ANCHORING OF NAIL FIN IS OPTIONAL & SHALL NOT ACT 90 64 60.0 70.0 60.0 63.5 60.0 7( 60 60.0 70.0 1 60.0 1 66.4 60.0 1 7( 55 60.0 70.0 160.0 170.0 60.0 7( 72 60.0 70.0 1 N/A I N/A N/A I N 84 68 60.0 70.0 60.0 64.6 60.0 7( AS A SUBSTITUTE FOR THE FRAME 66 60.0 70.0 60.0 66.1 60.0 7C ANCHORS SPECIFIED. FIN MAY BE REMOVED -WHEN REQUIRED 61 60.0 70.0 60.0 70.0 60.0 7( 78 72 60.0 70.0 60.0 66.6 60.0 7( 67 - ii50.0 70.0 _60.0 70.0 60.0- 7( 72 72 60.0 70.0 60.0 70.0 60.0 7( BY OPENING ' CONDITIONS 1. SEE GLAZING DETAILS FOR GLASS OPTIONS. 2. "N/A" DESIGNATES A SIZE NOT APPLICABLE TO THAT GLASS OPTION. 3. WINDOW SIZES SHOWN ARE MAXIMUM SIZES. SMALLER SIZES SHALL APPLY TO LOADS EQUAL TO THE NEAREST LARGER SIZE SHOWN IN TABLE. 4. LONG DIMENSION MAY BE HORIZONTAL OR VERTICAL 5. DIMENSIONS SHOWN ARE +/-1/2". U Z d w U Y ao 3 �4ro 23 N F .0 w �°° m o�I tr) Y N9n 3 -kI '2 In w Z '6 W ir Y w w cm o o w Eco w LC Zv�nN c, d a �zv wZ � J UU oo UNZ m u 3'8 ¢� a SHEET NO. 2 OF 7 MULLION LOAD (PSF) SPAN WIDTH NON (IN.) (IN.) REI FORCED REINFORCED 96 90 88 72 72 OR GREATER 1 498 1 498 160.0 170.0 66 OR GREATER 160.0 164.6 160.0 170.0 66 54 1 60A I 67.3 I 60.0 1 70.0 48 160.0 170.0 160.0 170.0 60 60 OR 60.0 1 70.0 1 60.0 1 70.0 GREATER NOTES: 1. SEE ELEVATION FOR DIMENSIONING OF LOAD WIDTH. 2. ALLOWABLE UNIT PRESSURE SHALL BE THE LESSER OF THE PRESSURE SHOWN IN THIS TABLE & THAT SPECIFIED FOR THE INDIVIDUAL WINDOW. 3. "N/A" DESIGNATES A SIZE NOT APPLICABLE TO THAT REINFORCEMENT CONDITION. 4. SIZE VALUES IN TABLE ARE +/-1/2" WINDOW CENTERLINEtl;N 6" 6` 3" FOR SCREWS & 3 1/2" FOR CLIPS WINDOW CENTERUNE I I j I ADDITIONAL FRAME I SCREWS OR INSTALLATION CLIPS 20 GAUGE X 2" X 6" WHERE SHOWN AT GALVANIZED STEEL I Z I. MULLION ENDS. SEE REINFORCEMENT o "FRAME ANCHOR PLATE AT EACH o ? I REQUIREMENTS TABLE" MULLION END. I ON SHEET 1 FOR C1 SECURED TO FRAME I o I REQUIREMENTS. 4 v MEMBERS WITH SIX SEE SINGLE WINDOW w C2 16 GAUGE X 5/6" ELEVATION FOR FRAME I I' 4 CROWN STAPLES (3 ANCHOR REQUIREMENTS I PER EACH FRAME). & POSITIONS AROUND zI REINFORCEMENT WINDOWS at it z I I PLATE IS ONLY I I o I REQUIRED WITH NON = z 3 REINFORCED MULLION CONDITIONS. zd3 oEn I FOR I' MULUOON ABLE 'I I THIS S EET SEE SINGLE WINDOW ELEVATION FOR NAIL N I• I FIN REQUIREMENTS •I - i I SEE "REINFORCED MULLION END CLIP INSTALLATION DETAIL' ON SHEET 4 (APPLICABLE ONLY CONDITIONS OTHER THAN THOSE SHOWN SHALL WITH REINFORCED MULLION) EXTERIOR ELEVATION: BE SUBJECT TO JOB SPECIFIC REVIEW & IF MULTIPLE UNIT NOTES: ACCEPTABLE TO ALL APPLICABLE CODES & MULTIPLE WINDOWS STANDARDS, SHALL BE SEPARATELY CERTIFIED 1. FOR ALL DETAIL NOT SHOWN, SEE SINGLE WINDOW ELEVATION. SCALE: 3/4" = V-0" BY A FLORIDA LICENSED ENGINEER. 2. MULLION MAY BE HORIZONTAL OR VERTICAL PROVIDING UNIT SIZES ARE RESTRICTED AS SHOWN IN THIS ELEVATION. �•i vti°3431.`; fit. 3. IF VERTICALLY STACKED, THE MANUFACTURER &/OR INSTALLER'SHALL INSURE''-•.?try'.a, THAT THE DEAD LOAD WEIGHT OF THE ABOVE WINDOWS CAN NOT CAUSE UNDO �� `" •= "`'"•••:"_� FAILURE TO THE BELOW WINDOWS.?p, -; 4. THERE IS NO LIMIT ON THE NUMBER OF WINDOWS .THAT MAY BE COMBINED IN ONE DIRECTION INTO ONE OPENING PROVIDING THE OPENING IS DESIGNED TO SUPPORT ALL LOADS TRANSFERRED FROM THE WINDOWS & THEIR MULLIONS. 5. RECTANGULAR WINDOWS SHOWN. SHAPED WINDOWS ALSO APPLY UNDER THE ' ':+ SAME CONDITIONS SHOWN FOR RECTANGULAR. f.�a •., - .' •` T U z o' U W ¢O Y 0 =dam N =7i d W V) V)i u] O Y Nil` 0 �� M in O 3 W �Y i 3 0 o o w zm wro m x � - ZcvJ d W.a g�X z 0 c� a:, -90 NN mmiE 3--a SHEET r 3 of SUBSTRATE BY OTHER! "FRAME ANCHOR REQUIREMENTS TABLE" SEALANT BY OTHERS EXTERIOR 14 SEE GLAZIN DETAILS ON SHEET 5 SUBSTRATE BY OTHERS PER -FRAME SCREW "FRAME ANCHOR FRAME SCREW PER ELEVATION REQUIREMENTS TABLE" PER ELEVATION 3/8". MAX .' _ j 3/8" MAX. SHIM AT IY:`� ':' SHIM AT EACH ANCHOR EACH ANCHOR SEALANT BY OTHERS j SECTION A2 SECTION Al SCALE: 1/2 FULL 4 SCALE: 1/2 FULL 4 (SHAPED WINDOW) (RECTANGULAR WINDOW) (FOR DETAIL NOT SHOWN, SEE SECTION Al/4) FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 5 FOR DIRECT MOUNT & CUP MOUNT DETAILS. NAIL FIN IS NOT MULLION COVER AS REQUIRED SHOWN BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. MULLION COVER AS REQUIRED 31 j NO. 8 X 2" SCREWS WITHIN 3" OF ENDS & 6" MAX. O.C. EXTERIOR 16 UI —SEALANT BETWEEN 0 MULLION & BEHIND MULLION COVER SECTION C7 SCALE: 1/2 FULL 4 (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 3/8" MAX. SHIM I FRAME WIDTH AT EACH ANCHOR 6 FRAME SCREW 27 PER ELEVATION 49 50 SUBSTRATE BY L0 5 OTHERS PER "FRAME ANCHOR 41 REQUIREMENTS TABLE" 46 2� 42 14 15 13 SEALANT BY OTHERS EXTERIOR SECTION e SCALE: 1/2 FULL 4 FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 5 FOR DIRECT MOUNT & CLIP MOUNT DETAILS. —NO. 8 X 2 1/4" SCREWS WITHIN 2 1/2" & 10" OF ENDS & 12" MAX. O.C. ENO. 8 X 1" SCREWS WITHIN 3" OF ENDS ----& 27" MAX.-O.C. EXTERIOR 17 �� SEALANT BETWEEN MULLION & BEHIND MULLION COVER SECTION - C2 SCALE: 1/2 FULL 4 (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) i U z Uw Y Qo 0 m =3a w »� m oNN o o o �w z. �m 3 �o Ld Ll sss m Co zm w z'o X a a' T z "'z 8.2 N 3 coy 8 3+1 SHEET NO. 4 of 7 INSTALLATION CLIP SCREWS CONTINUOUS WOOD MEMBER LESS IN SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE'—,(2 AL ATION Is :- CLIP .". .-' PER "FRAME ANCHOR REQUIREMENTS TABLE" TOTAL: 1 PER SIDE) CG 3/8" MAX. SHIM NEXT TO THICKNESS THAN A 2X_ BUCK TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). _ ` SEALANT SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" 1 2 3 •' BY SEALANT BY J OTHERS L� OTHERS EXTERIOR O n FRAME SCREW PER ELEVATION & "FRAME �O ANCHOR REQUIREMENTS N0. B X 3/4" SCREW \II; TABLE" EXTERIOR l (2 PER CUP) 1 1 F OPTIONAL DIRECT MOUNT DETAIL 1,1 TO SUBSTRATE WITH SPACER OPTIONAL INSTALLATION CLIP DETAIL (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 1/2-13 X 1 1/2" NO. 8 X 2 1/4" PFH FH S.S. T.P.I. BOLT WOOD SCREW (4 PER (1 PER MULLION MULLION END PLATE) END) 4 NO. 8 MULLION END CLIP SCREWS INTO SUBSTRATE. N0. B X 1" PER "FRAME ANCHOR PFH SMS REQUIREMENTS TABLE' 7 I (6 PER CUP) O 32 MULLIC END P MULLION END CUP ADHESIVE CLIP INSTALLATION DETAIL (SIDE JAMBS & FRAME CLADDING NOT SHOWN FOR CLARITY) SEE GLASSOPTION BELOW BEAD -CAP BEAD OF DOW 995 1/2" if 84 552DOSETTING BLOCK AS REQ'D 51 RECTANGULAR WINDOWS 53 —SHAPED WINDOWS TYPICAL GLAZING DETAIL (NON-I.G. CONDITION) GLASS OPTION: OPTION 1: 9/16" LAMINATED GLASS (1/4" HT. ST./O.09 DUPONT SG/1/4" AN.) SEE GLASS OPTIONS BELOW �CAP BEAD OF DOW 995 OR GE MOMENTIVE SILLPRUF SCS2000 1/2" MIN. BITETAS �— EXTERIOR DOW 995 OR GEBLOCK MOUENTIVE SILLPRUFSCS2000 15 14ANGULAR OWS ED WINDOWS TYPICAL GLAZING DETAIL GLASS OPTIONS: (1•G. CONDITION) OPTION 2: 7/8" THICK I.G. GLASS (5/32" TEMP. EXTERIOR; 5/16" SPACER; (5/32" AN,/0.09 DUPONT SG/5/32" AN. INTERIOR). OPTION 3: 7/8" THICK I.G. GLASS (5/32" TEMP. EXTERIOR; 5/16" SPACER; (5/32" HT. ST./O.09 DUPONT SG/5/32" HT. ST. INTERIOR) U z 0 w 0 `r apt 3 ~10 N r 00 w » � in(nU)�o Y N3n in �m 3 �0 W Y Ll rn o zro W Y (D x w¢ U Z P a Walr=� J c NZn 0 n R3'� a W� 5 OF 7 1 2.859 --I E::�D1A 38 II O HEAD & SILL FRAME (RECTANGULAR WINDOWS) - 2.859 ^I 1.127 Q HAD & JAMB FRAME SHAPED WINDOWS) �- - 2.859EZ- -� 1 27 L __r' 1� O JAMB FRAME (RECTANGULAR WINDOWSI I I �-- 2.196 0.671 y---1 j 0.375 -i 0.781 0.625-0_5 _ 1 0.0501 ® GLAZING BEAD O9 GLAZING 13 FRAME CLADDING ON_I.G.) BEAD (I.G.) 0.525 0486 --1 '� .[-- -H I 0.500 0.050 .522 - 0.485 0.422 �- 0.032 --�-- } 2D SEAL HOLDER P1 WATER DAM 24 SASH SPACER BLOCK 9.000 0.045" THICK 29 MULLION ENDCLIP -I 1.438 I- 1 0.094 1.625 j VENEER @ BAIL 0.656 2.250 O 0.050 14 SASH CLADDING (RECTANGULAR WINDOWS NMIFAI:J-157 :• • - 10.954 0.039 - 0.7335 LENGTH = 1.750" 27 RETAINER CLIP -I 1.438 + 1.959 -I 1 -L 1.938 � I D.781 T 1.625 I � 0.688 0.094 VENEER © SASH STOP { O7 JAMB EXTENSION Si1LES 0.656 0.050 r 0.310 0.050 r 0.570 0.564 1 0.249 0.539 I 0.310 J 0.040 2- I - -� �- LENGTH = 0.500" 0.078 @ MULLION CLje -MULLION CLIP 19 SASH STOP JOINER 15 SASH CLADDING (SHAPED WINDOW HEAD RAIL & SWI�TIs� MIN. 6.313 " 0 O"o 0 o 0 0 0 0 0 0 0 0 0 0 0 00 0 1.625 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 INSTALLATION CLIP I- 5.000 0.250 3.500 O O O O �---- - �- 2.500 O . O 31 MULLION REINFORCEMENT 1/4" THICK 32 MULLION END PLAT 3.531 1.110 �{ TI 1.250 R � 1.11G ofR I - ll.2500.545 ® RECTANGULAR FRAM 3g EYEBROW TOP CORNER KEY FRAME CORNER KEY 0.398 0.085 - 0.719 35 GLA71N BRACKET 3 0 z 3 0.1 DD W O0.594 W x T T 36 GLAZING BRACKET U U z d U ¢^ o =� =}i N w »� I o V)_n Y Nam^ � M Ld 0 Y rn c5 zm C� m w - Zv P 0 Z-cq wa Wz $o i z F 00 �o N R 47Z �s 3Z a SHEET NO. 6 OF 7