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HomeMy WebLinkAboutProduct Approval; Fixed Windows (FL16519)• Ir. A Ir Q Regulation License efficiently. Regulate fairly. BCIS Home_ i Log In i User Registration I Hot Topics ( Submit Surcharge ( Stats & Facts i Publications i FBC Staff i BCIS Site Map 1 Links I Search I 'Product Approval ,USER: Public User Product Approval Menu > Product for Application Search > Aoolication List > Application Detail FL# f16�9 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email I Quality Assurance Representative Address/Phone/Email j Category Subcategory Compliance Method 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 n ,� New 2010 Validated 101 ,�Ky�olbe 11�Indo.�bws and3Doors---,Wausau "�.�vim?`L`E �+r °1i h�ai%X�c�Y T.7 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 NlinM _ix@d.. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer p Evaluation Report - Hardcopy Received Warren W. Schaefer, PE PE-44135 Window and Door Manufacturers Association 05/30/2018 Terrence E. Lunn, PE p Validation Checklist - Hardcopy Received Referenced Standard and�Year (of Standard) Standard TAS 201 Year 1994 NDALL E. 37OFF7 AR09TECT89 P.& 79 AFW011105 APPROVED ® REVISE & RESUBMIT ® APPROVED AS CORRECTED ® REJECTED This reviey is only for general conformance with the design concept of the project and general compliance with the infomation given in the contrat documents, Corroctions or comments made on the shop dra.,•i,.gs during thi2 ravizFj do net rc;;eve the coalractor from compliance with the requre- n d,-:•,'c; :cif cations. Approval of r s prat;! of 2n arse A' p a spec,dc item shall not r _ inbiy of Which the item is a component. Con- t•�cor is:e.;ponsible for: DI:Wnsicns to be con;irmed arid cwre!ated at the jib &FQ4 int; : n2tion that pertains solely to the fabication processes or to sae r,�earas, fneu'Iods, techniquas, sequences and procedures. of construe- tion: coordination ofthe work of all other trades: and for performing all work in a safe and satisfactory manner. DATE q g4l � By.. s �I TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code I Product Approval Method I Method 1 Option D i Date Submitted 08/09/2013 Date Validated 08/14/2013 i 1994 1994 Summary of,Products° FL 'Model,,Numberwor Name Description a.. t16519 i� Ultra aMan�o�rSAor Transom- Claact Transo iradow Impact window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16519 RO II 1834.pddf Approved for use outside HVHZ: Yes Verified By: Warren W. Schaefer, P.E. 44135 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Window size, pressure, assembly and FL16519 RO AE WWS-220.pdf installation requirements are to be as specified in the Created by Independent Third Party: Yes attached drawing No. 1834. 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. i 16519.2,1,01 tra Manor 11 Series Door Transom ,Clad, Non -Impact Transom Window . Non -Impact Window Limits of Use 1 InstallationInstructions Approved for use in HVHZ: Yes FLi6519 RO II 1835.pd f °Approved for use outside HVHZ:, Yes Verified By: Warren W. Schaefer, P.E. 44135 , Impact: Resistant:, No Created by Independent Third Party: Yes Design Pressure: N%A Evaluation, Reports Other: Window size, pressure,: assembly and FL16519 RO AE_WWS=221.pdf' installation. requirements card to'be as specified'in.the: Created by Independent Third Party: Yes attached' drawing No. 183,5.' Job required design wind pressure shall be calculated 'ia accordance with the Florida, Building Code Chapter..16` and ASCE 7' Minimum Design Loads for Buildings and'Other Structures.,° 16519.3 Wood Manor Series Door Wood Impact Transom Window Transom Impact Window Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL16519 RO II 1836.12df Approved for use outside HVHZ: Yes Verified By: Warren W. Schaefer, P.E. 44135 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Window size, pressure, assembly and FL16519 RO AE WWS-222.{Zdf. installation requirements are to be as specified in the Created by Independent Third Party: Yes attached drawing No. 1836. 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. e 16519.4 Wood Manor Series Door Transom -Non -Impact Window Wood Non -Impact Transom Window Limits of Use Installation Instructions 1 Approved for use in HVHZ: Yes FL16519 RO II 18 7.pdf Approved for use outside!HVHZ: Yes Verified By: Warren W. Schaefer, P.E.. 44135 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A k Evaluation Reports Other: Window size; pressure, `assembly and FL16519 .RO AE WWS-223.pdf installation requirements.are to be as specified in` the Created by Independent Third Party: Yes attached drawing No. 1837. Job requireddesign 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. Back Next) Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 i The State of Florida is an AA/EEO employer. Coovriaht 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 emal; address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here__. i Product Approval Accepts: W1 in eChec M securit ME-rRics, PlorldaDepaf;i(ient BCIS Home r Log In I User Registration Hot Topics ` Submit Surcharge Stats & Facts Publications 1 FBC Staff i BCIS Site Map Links i Search Busines Professi jaig7t--ra's Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16519 Application Type New Code Version 2010 Application Status Validated Comments Archived ❑ Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative i Address/Phone/Email Quality Assurance Representative Address/Phone/Email Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By I Certificate of Independence Referenced Standard and Year (of Standard) Kolbe Windows and Doors - Wausau 1323 S. llth Ave. Wausau, WI 54401 (715) 842-5666 NLonsdorf@kolbe-kolbe.com Nicole Lonsdorf NLonsdorf@kolbe-kolbe.com Sue Schreiber 1323 S. llth Ave. Wausau, WI 54401 (715) 847-0736 SSchreiber@kolbe-kolbe.com Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I] Evaluation Report - Hardcopy Received Warren W. Schaefer, PE PE-44135 Window and Door Manufacturers Association 05/30/2018 Terrence E. Lunn, PE p Validation Checklist - Hardcopy Received FL16519 RO COI Certification of Independence.pdf TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code f Product Approval Method ; Method 1 Option D Date Submitted 08/09/2013 Date Validated 08/14/2013. Summary of Products FL # `Model, Number or'Name Description .• , 16519.1 Ultra Manor Series Door Transom Clad Impact Transom Window Impact Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16519 RO II 1834.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Design Pressure: N/A ! Evaluation Reports Other: Window size, pressure, assembly and FL16519 ROAEE WWS-220.pdf installation requirements are to be as specified in the Created by Independent Third Party: Yes attached drawing No. 1834. 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. 16519.2 ' Ultra Manor Series DoorTransom Clad'`Non-Impact Transom -Window - _ °Non Impact•Window = _ _ - -'Limits of.,Use _ _ ;'= Installation Instructions Approved for use in HVHZ: Yes FL-16519_RO 3835 �df ; Approved for; useoutside�HVHZ. Yes Verified' By::Warren W. Schaefer,;P_E 44135 Impact Resistant No =_ Created by;Independent'Third Party Yes' , - Design Pressure: N/A = -- - Evaluation Reports = ; Other: Window-size,_,pressure,--assembly and = ;FL16519 RO, AE"WWS-221 odf installation -requirements ar0jo.be as specified in`the Created by`Independent Third Party Yes:° attached drawing No -,1'835.']obi required design wind, _. -- pressure shall be. calculated in accordance with'the = _ '' Florida' Building Code ;Chapter_16 an`d ASCE-7 Minimum _ . - " , • , _- Design _Loads for' Buildings and„ other Structures _ _ = 16519.3 Wood Manor Series Door Wood Impact Transom Window Transom Impact Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16519 RO II 1836.pddf Approved for use outside HVHZ: Yes Verified By: Warren W. Schaefer, P.E. 44135 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Window size, pressure, assembly and FL16519 RO AE WWS-222.pdf installation requirements are to be as specified in the Created by Independent Third Party: Yes attached drawing No. 1836, 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. 16519:4 _ Wood Manoc Series Door,Wood.Non-Impact Transom Non -Impact; Window s Transom Window - = _ urnats'of use Installation Instructions - Approved.for use irrHVHZ: Yes =- -. ,FL16519=1i0 11'-1837•pdf; Approved for use outsideHVHZ Yes Verified, By: Warren W. Schaefer,`P E 44135 Impact.Resistant: No°.` 'Created by Independent,Third Party: Yes , Design Pressure• N/A o- - _. Evaluation Reports -- Other: Window size;rpressure,-assern y an : : FLE651-9.R0 AE-WWS-223.pddf .-installation requirements are to be'as-specified'in the-.-. Created` by Independent Third Party _Yes attached drawing,No.`_1837'. _366 required design_wind_ pressure shall- be calculated, in accordance with the - r Florlda,Building-;Code Ch6t6r,16 and,ASCE.7 Minimum., Design Loads for Buildings and:;Other :Structures E Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 I The State of Florida is an WEEO 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 click here . Product Approval Accepts: 72 FM i Scuity:�tFYsaa�� W. W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 150th Court North Palm Beach Gardens, FL 33418 Phone (561)744-3424 ENGINEER'S EVALUATION REPORT #WWS-220 Prepared for: Kolbe & Kolbe Millwork Co!, Inc. 1323 South 1 Vh Ave. Wausau, WI 54401 Phone: 715-842-5666 Prepared by Warren W. Schaefer, P.E. Florida Professional Engineer #44135 Manufacturer: Kolbe & Kolbe Millwork Co., Inc. Product Category: Windows Evaluation Method: 1-D (Engineer's evaluation) Product model & name: Ultra Series Manor Door Transom Impact Window Documents that must accompany this report: 1. W. W. Schaefer Engineering & Consulting drawing No. 1834 Window size restrictions and assembly requirements: See drawing No. 1834 Maximum allowable design:pressure: See drawing No. 1834 Installation requirements: See drawing No. 1834 Code compliance: Code section(s) considered with this evaluation: Sections 1715 & 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. Test Standards applicable to the testing of these windows_ : TAS-201, 202 & 203 Test Laboratory & test report numbers: Stork Twin City Testing Corporation report number 06- 30313.01; Element Material Technology (Previously named Stork Twin City Testing Corporation) report number ESP012542P-1385.1 & ESP012542P-1385. General report notes & system limitations: 1. All size & installationl conditions shown in this report and the referenced drawing No. 1834 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 7 standard). 5. These windows are large missile impact rated for use in wind zone 4 & missile level "D" locations and need not be shuttered. Ouality Assurance Entity: Window & Door Manufacturers Association (WDMA) Warren W. t, chaefer, P.E. AUG 0 0 2013 Florida P.E. 444135 �r �u.9�to§9iAbp�80�� � �1 O ����t7Cp�•• � � 3 • � � NOA STATEOF Af GENERAL NOTES 1. THESE TONDOW SYSTEMS HAVE BEEN TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE 'ALLOWABLE DESIGN PRESSURE 7ABLE(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 & SHALT. NOT VARY UNLESS SPECUTGALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERLIL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. THE DELAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & PROPOSED FOR WATER AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING N CONFORMANCE WITH THE FLORIDA EUILDNG CODE PROTOCOLS TAS-201, 202 8c 203 FOR LARGE MISSILE IMPA:T WNGOWS. S. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCCRPANCE WITH MID MEET THE REOUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ). S. IMPACT SHUTTERS ARE NOT REOUIRED WITH THESE WINDOWS. 7. 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 ''HOOD. B. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND MAD CALCULATIONS N ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALITY FACTOR OF Rd = 0.55 MAY BE APPLIED PER THE ASCE-7 STANDARD. 9. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE CERTIFICATION OF THIS PRODUCT. HIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD SCREW ANALYSIS ONLY. 10. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME IITTO CONTACT WITH OTHER DISSIMLAR MATERIALS SHALL MEET THE RECUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 11. ALL WOOD MEMBERS OF WINDOWS THAT MAY POSSIBLY COME INTO CONTACT WITH MASONRY OR CONCRETE SUBSTRATES, ARE SUBJECT TO MOMRE &/OR ARE SUBJECT TO TdE OUTSIDE ENVIRONMENT SWILL BE OF AN APPROVED DURABLE SPECIES OR BE TREATED IN AN APPROVED METHOD WITH AN APPROVED PRESERVATIVE PER FBC SCCTIDN 2326. ALLOWABLE DESIGN PRESSURE (ALL CONDITIONS) + —70 PSF EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AVD/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THIS EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CIWNGFS/IIPDATFS 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, CDDES AND APPLICABLE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CUP TO OPENING MINIMUM MINIMUM (SUBSTRATE) I FASTENER TYPE EMBED EDGE DIST. II FRAME SCREWS I (MIN. GR. 3 & G=0.55) . N0. 10 SMS OR WOOD SCREW 1 1/4' 3/4" MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' MIN. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK 5063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. C-90 CMU OR 2500 PSI CONCRETE (1) 1/4" CONCRETE SCREW 1 1/4" 2" INSTALLATION CLIP SCREWS MIN. ZX4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) NO. 8 SMS SCREW 1 3/8" 1/2" MIN. 18 GA. 33 KSI METAL STUD NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 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 (C.S.), ELCO CRETE-FLEX (S.S.), ITW RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). IEO. THEY PAY 907 BE USED FOR THE A INSTALLATION OF ANY OTHER PROD" BE USED FOR RATIONAL AND/OR LOCAL Y PRODUCT NOT PROCUCED BY THE W FOR MAX. FRAME LONG DIMENSION, SEE SINGLE WINDOW SIZE TABLE ON THIS SHEET 6" MAX. 15" MAX. O.C. (ALL SIDES) 6" MAX, Al Y A2 3 3 6" MA W w , In h SIMILAR I i SIMILAR At A7 I W L g p _ _ _ .. o w m FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN. _ I SEE 'FRAME ANbHOR REQUIREMENTS TABLE" ON THIS Ul W N SHEET FOR REQUIREMENTS. W w I NAIL FIN AND ANCHORING OF NAIL FIN IS OPTIONAL & o SHALL NOT ACT AS A SUBSTITUTE FOR THE FRAME 3 I ANCHORS SPECIFIED. FIN MAY BE REMOVED WHEN J RLQUIRED BY OPENING CONDITIONS I I OPPOSITE u- I Al A2 j 6" MA SEE 'comm, CONSTRUCTION' EXTERIOR ELEVATION: DETAILSETAILSONN SHEEP 4 SINGLE FIXED WINDOW SCALE: 3/4" = 1'-0" RECTANGULAR WINDOWS SHOWN. SHAPED WINDOWS ALSO APPLY PER SECTION A2/3. SEE "APPROVED SHAPES" TABLL ON THIS SHEET. ANCHORING OF SHAPED WINDOWS IS THE SAME WITH REQUIRED ANCHOR SPACING ALONG THE FRAME CIRCUMFERENCE BEING THE SANE AS SPECIFIED FOR A STRAIGHT FRAME. NOR MAY nnnoo 0 'V z 56 NOTES: 1. OTHER SHAPES MAY APPLY PROVIDING THEY ARE SIMILAR TO i d �•I� °' �I \ orb" 1 ••�CpiTo�\\` THOSE SHOWN & HAVE CORNER CONSTRUCTION AS DESCRIBED IN THIS DRAWING. Ai.........`. 2 ALL SHAPED UNITS MUST FIT INSCRIBED INTO IHL ALLOWABLE RECTANGULAR UNITS & BE GGVERNED BY THE ALLOWABLE PRESSURE OF THE RESPECTIVE RECTANGULAR UNIT. (D o ZOO E'o w� z4 wa Of BE wZ -RG wQ o 2J hzW NN �ma Z ^J 30 c 3 dJ SHLET NO. 1 of 5 FOR MAX. WINDOW FRAME DIMENSION, FOR MAX. WINDOW FRAME DIMENSION, SEE SINGLE WINDOW ELEVATION SEE SINGLE WINDOW ELEVATION SEE SINGLE WINDOW FI EVATION FOR FRAMF ANCHOR REQUIREMENTS & POSITIONS AROUND WINDOWS 3" 3" 3"-3" B u z a - - z O J xQ� L 20 CAUCE X 4" X 6" GALVANIZED STEEL REINFORCEMENT PLATE �ADDITIONAL FRAME SCREWS OR INSTALLATION CUPS AT EACH MULLION END. SECURED TO FRAME MEMBERS WITH SIX WHERE SHOWN AT MULLION ENDS. SEE "FRAME ANCHOR 16 GAUGE X 5/8" CROWN STAPLES (3 PER EACH FRAME). EXTERIOR ELEVATION: REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. MULTIPLE FIXED WINDOWS MULTIPLE UNFT NOTES: SCALE: 3/4" = 1'=0" 1. FOR ALL DETAIL NOT SHOWN, SEE SINGLE WINDOW ELEVATION. 2. MULLION MAY BE HORIZONTAL OR VERTICAL PROVIDING UNIT SIZES ARE RESTRICTED AS SHOWN IN THIS ELEVATION. 3. WINDOWS MAY BE STACKED HORIZONTAL OR VERTICAL IF VERTICALLY STACKED, THE MANUFACTURER &/OR INSTALLER SHALL INSURE THAT THE DEAD LOAD WEIGHT OF THE ABOVE WINDOWS CAN NOT CAUSE UNDO FAILURE TO THE BELOW WINDOWS. 4. THERE IS NO LIMIT ON THE NUMBER OF WINDOWS THAT MAY BE COMBINED IN ONE DIRECTION INTO ONE OPENING PROVIDING THE OPENING IS DFSIGNFD TO SUPPORT ALL LOADS TRANSFFRFD FROM THE WINDOWS & THEIR MULUONS. 5. INDIVIDUAL WINDOW SIZES SHALL BE RESTRICTED AS SPECIFIED IN THE SINGLE WINDOW ELEVATION. 6. RECTANGULAR WINDOWS SHOWN. SHAPED WINDOWS ALSO APPLY UNDER ;HE SAME CONDIIIONS SHOWN FOR RFCTANGULAR. OF 5 SUBSTRATE BY OTHERS PER "FRAME FRAME SCREW SUBSTRATE BY OTHERS PER "FRAME FRAME SCREW cw wn xu e: —LO m: ANCHOR RLOUIRLMENTS TABLE" PER ELEVATION ANCHOR REQUIREMENTS TABLE' PER ELEVATION 38 3A 2 wor. -z oc/u/n • - 45 a NOVAGUARD M112 OR GE 3/6' MAX. SHIM AT 3/8" MAX. SHIM AT EXTERIOR MOMENTIVE SILLPRUF SCS2000 .•:. EACH ANCHOR EACH ANCHOR (BOTH SIDES OF GLAZING POCKET DURALOCK GLUE DURALOCK GLUE SETTING 46 BLOCK AS 47 AND BACK FILLED UNDER GLASS) 6 fL REQ'D SEALANT BY SEALANT BY OTHERS f f~I 4A OTHERS 4A 4B 1/2" MIN. BITE I - 1 EXTERIOR 40 43 o EXTERIOR 40 43 36 35 22 9/16" LAMINATED GLASS 0 41 w 41 Z (1/4" AN/0.09 DUPONT SG/1/E" AN) 32 42 44 1A o 32 42 44 1A 1B Cl TYPICAL GLAZING DETAIL 6 G.E. SILGLAZE II 5A G.E. SILGLAZE II 5A 5B (MONOLITHIC CONDITION) SCS2800 SILICONE 2 o SCS2800 SILICONE (ALL SIDES) (ALL SIDES) 3A 3B 31 _ 16 - 17 - / I45 - t 17 16 - NOVA.GUARD M112 OR GE o v SEE GLAZING SEE GLAZING -� DETAILS ON THIS SHEET SECTION A7 DETAILS ON THIS SHEET SECTION A2 SCALE: 1/2 TULL 3 FRAME SCREW MOUNT SCALE: 1/2 FULL 3 (RECTANGULAR WINDOW) SHOWN. SEE DETAILS ON (RECTANGULAR AND/OR SHAPED WINDOW) SHEET 4 FOR DIRECT MOUNT & CLIP MOUNT DETAILS. MULLION COVER AS REQUIRED NAIL FIN IS N01 SHOWN BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. NO. 10 SCREW WITHIN 6" FROM ENDS AND 15" MAX. O.C. (SCREW LENGTH SHALL BE 2" MIN. WHEN IN POSITION SHOWN & 2 1/2" IF SCREW HEAD IS COUNTERSUNK & '-OCATED AT THE SASH STOP EXTERIOR / } ,s 2 3A 3 l J�SEALANT BETWEEN 18 MULLION & BEHIND MULLION COVER SECTION B SCALE 1/2 FULL 3 (FOR DETAIL NOT SHOWN, SEE SECTION Al/3 OR A2/3) EXTERIOR MOMENTIVE SILLPRUF SCS2000 z Nc ¢o 46 (BOTH SIDES OF GLAZING POCKET 3 x� SETTING BLOCK AS 47 AND BACK FILLED UNDER GLASS) ¢ 3 �u j ' I REO'D 7LLj — co 1/2" MIN. BITE o co oa I J Enju� 23 Y N 3 36 35 7/8" THICK I.G. GLASS -Al (5/32" TEMP. EXTERIOR; of Z m 5/16" SPACER; (5/32" API./ o 0.09 DUPONT SG/5/32" AN. INTERIOR) Y TYPICAL GLAZING DETAIL o (I.G. CONDITION) Z i zm w m w z� t �Ba w N z4 24'� 1W+J J" � �Qz 3 2 c z UE i Enfno n�u �3� a R3js o C�P�••• , �i�ihoe Loo • • N . Z4 ccr7 aco OOIJ >lu c DRANWND WO. ftE4 1834 SHEET No: 3 of 5 0 SUBSTRATE BY OTHERS PER ANCHOR REOUIR,EMENTS TAB SEALANT BY OTHERS EXTERIOR ME INSTALLATION .CLIP SCREWS PER CONTINUOUS WOOD MEMBER I ESS IN THICKNESS THAN A 2X- BUCK TO BE "FRAME ANCHOR REOUIREMENTS TABLE" MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SUBSTRATE BY OTHERS (2 TOTAL; 1 PER SIDE) SHIM SPACE IS WITHIN ALLOWABLL PER "FRAME ANCHOR 30 INSTALLATION CLIP ' DIMENSIONS SHOWN IN SFCTIONS). REQUIREMENTS TABLE" PER ELEVATION 3/8" MAX. SHIM NEXT '. FRAME SCREW PER "FRAME r TO EACH CUP :, ELEVATION & L SEALANI BY ANCHOR REQUIREMENTS TABLE" OTHERS EXTERIOR 8 X 1" SCREW PER CUP) lk OPTIONAL INSTALLATION CLIP DETAIL (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (RECTANGULAR WINDOW SHOWN, SHAPED WINDOW ALSO APPLIES) GE SILGLAZE II SII ICONE RFTWEFN (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) (FOR DETA°L NOT SHOWN, SEE OTHER SECTIONS) (RECTANGULAR WINDOW SHOWN, SHAPED WINDOW ALSO APPLIES) SEAL CLAD JOINT \I WITH GE SCS280D SILICONE PRIOR TO GLAZING SEALANT PUMP- e ® <�01 2 X 3" PFH B" O.C. HOLE. PLACE SCREW (1 PER FOAM BACKER CORNER) RODS INTO EACH CLAD END & PLACE 2 BEADS OF GE PUMP IN GE SILICONE INTO SILGLAZE II SCS2800 SILICONE SCONE SCBETWEEN SASH MEMBERS �,. CLAD CORNER IA TO SEAL. 2 31 SASH CORNER DETAIL BUTT CONSTRUCTION JOINED & GLUED WITH DAP WELDWOOD GLUE. PFH SCREWS (2 PER CORNER) NO. 7 X 5/8" PFH SMS (2 PER CORNER) PUMP SILICONE SEALANT (GE 16 GA. X 1/2" X 2" SCS2800) INTO CLAD 26 27 CROWN STAPLE PUMP HOLE UNTIL FULLY FRAME CORNER DETAIL DESCRIPTION: CXTCNDCD LEG IS FINGER JOINTED SIMILAR TO SASH AROUND RADIUS. AT SPRING LINE, THE RADIUS AND STRAIGHT MEMBERS ARE BUTTED TOGETHER, DOWELED WITH TWO 3/B" X 2" LONG WOOD DOWELS AND FULLY GLUED WITH PVA GLUE. A STEEL TURNBUCKLE IS ALSO ROUTED INTO THE OPENING SIDE OF THE JAMBS AT THE SPRINGLINE AND USED TO TIGHTEN DOWN THE JOINT. TYP. EXTENDED LEG AT JAMB FINGER JOINT AND GLUE WITH DUROLOK WOOD GLUE NO. 42-2150 tJOTE: ALUMINUM CLAD IS TO BE BEM WITH THE EXTENDED LEG AS A CONTINUOUS PIECE. 11 SPRING LINE u TYP. EXTENDED LEG DETAIL AT SASH _U 0 � 0 U W Z Y ¢o U 3 R u') ^�iN W �:Sop o < I N Z Y N�i� � M a �W =m 0 LL0 ix $ 0 Q^ zm z � w m ¢ •- W En Od odd w J W gg omo �05 NZ =3c0i a z ca O Oil .w N w :U Q O' d - nz 70 � �5®.. 3W T .110. of 5 r ITEM DESCRIPTION I MANUFACTURER/NOTES 1A JAMtl (KtC IANGULAK WINDOWS WOOD 1B JAMB (SHAPED WINDOWS) LVL 2 ISTILE & RAIL (RECTANGULAR WINDOWS) i WOOD VENEER WOOD i SIUY SHAPED WINDOWS) LVL OLTHIC GLAZING BEAD WOOD GLAZING BEAD WOOD AE CLADDING 6063-T5 ALUMINUM & RAIL CLADDING RECTANGULAR WINDOWS) 6063-T5 ALUMINUM & RAIL CLADDING SHAPFD WINDOWS) 6063-TS ALUMINUM OLITHIC GLAZING BRACKET (DUROMETER = 70) PRESTIGE PLASTICS RIGID PVC GLAZING BRACKFT_(Dl1ROMETER = 70 PRESTIGE PLASTICS -RIGID-PVC NER KEY DARTER PLASTICS POLYCARBONATE_ NF.R KEY DARTER PLASTICS POLYCARBONATE ALLATION CUP ASTM A653 MIN. 33 KSI GALV- STEEI 35 1 SHIM 1/16" X 1/4' X 1/2" 80 DUROMETER EPDM WITHIN-1 OF ENDS & 8' MAX. O.C. 40 r1o. s X 3 4'- PFH SMS SCREW 1" FROM ENDS 41 16 GAUGE X 3/4" BRAD NAIL 6" TO 8" MAX. O.C. 42 NO. 8 X 2 1/4' POH SCREW WITHIN 2" FROM CORNERS & 8' MAX. O.C. CROWN STAPLE WITHIN 2' FROM ENDS & 6" TO 8" MAX. _-_ 6" TO 8' MAX. O.C. 46 N0. 8 X 3 4" PFH SMS SCREW WITHIN 1" FROM ENDS 47 18 GAUGE X 3 4" BRAD NAIL WITHIN I" FROM CORNERS & NOTE: WOOD USED IN TESTING WAS PINE WITH A SPECIFIC GRAVITY OF G = 0.43 AND A MODULUS OF ELASTICITY OF E = 1.20D.000 PSI. ALL WCOD IS MINIMUM GRADE 2 MILLED BY KOLBE & KOLBE TO SELECT. 1.110 --I (�I'.250 �- V I E1.250 Z) L1 9 26 CORNER KEY (RECTANGULAR WINDOWS) D� 4 WINDOWS) -- - 3.625 - 1 --- 3.525 --1 T - 1.657 ---I I- 1.625 ---I- 1.053 1.063 I f -A- � 2.000 2.000 a ,IAMB (RFCTAN(IIIAR WINnnm 18 JAMB (SHAPED WINDOWS) V SOLE & RAIL ® STILE & RAIL c (RECTANGULAR (RECTANGULAR WINDOWS) OR SHAPED I WINDOWS) 1.625 -� 1.188 -1 1.188 2.375 2.375 1.063 I i.063 0.750 0.750 g 2.000 �....L SASH �� Q�- -- O-(RECTANGULAR-WINDOWS) O 4A JAMB 46 JAMB 56 SASH STOP (SHAPED EXTENSION kXTENSION OWS (RECTANGULAR (SHAPED IrF 3g STILE & RAIL WINDOWS) WINDOWS) WINDOWS) I I I 2.060 0.750 0.750 0.674 -h -i I C.375 - {^ F- I TIFmo- T -T 0_625 `� 1�0�6225 1.8 13 LLL��� I0.094 0.062 0.094 © MONOLITHIC O7 I.G.G. GLAZING J 2.625 2.438 GLAZING 9EAD BEAD @ FRAME CLADDING ti I a- 0.050 10.310 0.572 - CLADDING � i - 0.10D -y 16 STILE & RAIL 17 ALE & RAIL 0.0.085Q 72�0 l0 0.594 (REGULAR (SHAPED 0.249 --� 4•^- �� I WINDOWS) DD S 1g MULLION CUP 22 MONOLITHBRACKET IC 2.5 l.G. GLAZING BRACKET GLAZING 6.313 TO 10.062 �- 1.500 - r 0-124 n 0 0 0 0 o 0 0 0 0 0 0 0 0 0 32 SHIM BLOCK O 1.625 0 0 0 0 0 0 0 0 0 ri 0 0 n 0 0 0 0 0.045" THICK 30 INSTALLATION CLIP 0Es zm wa & zd �< w � a � S z ��n 3 c�i n a 5 of