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HomeMy WebLinkAboutProduct Approval; Windows Casement:r _r,Florida Building Code Online - 4 #052 r � A BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I duct Approval R: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Fl-# FPL1519_ 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 Ue4Wndo sandFDoorsVlGa:usa 1323 S. 11th Ave. Wausau, WI 54401 (7,15) 842-5666 NLonsdorf@kolbe-kolbe.com Nicole Lonsdorl' NLonsdorf@kolbe-kolbe.com Sue Schreiber 1323 S. 11th Ave. Wausau, WI 54401 (715)847-0736 SSchreiber@kolbe-kolbe.com X .,- Category <W endows file:////Tsclient/c/Users/Scott%20Bussard/Desktop/Kolbe/NOA's/New%20folder%20(2)1Florida%20Building%20Code%200nline.htm (1 of 3)3/14/2013 6:10:30 PM RAWALL Ea STOFFY ARCHNECTSs SPA 9 AFMOIII05 APPROVED REVISE& RESUBMIT ® APPROVED AS CORRECTED ® REJECTED This revION is only for general conformance with the design concept of the project and general compliance with the information given in the contml documents. Corrections or comments made on the shop drn�,,,Irigs dudng this review do not relieve the =tractor from compliance with the require- monts of the plans and spscitications. Approval of a speck item shall not incyide approval of an assembly of which the Rom is a component. Con- tractor is responsible for: Dimensions to be confirmed and correlated at the job see; Infamation that pertains solely to the fabiicafion processes or to Ore means, methods, techniques, sequences and procedures of consPruc- tion: coordination of the viork of all other trades: and for pe omring all work iti a safe and satisfactory manner, DAM �• �� at, Florida Building Code Online Subcategory Caseme.;,t 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 0--Validation-Ch-ecklist - 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 FL15190 RO COI Certification of Independence.pdf Standard Year TAS-201 1994 TAS-202 1994 TAS-203 1994 Method 1 Option D 02/09/2012 02/21/2012 02/23/2012 04/03/2012 file✓lllTsclientIc/Users/Scott%20Bussard/Desktop/Kolbe/NOA's/New%20folder%20(2)/Florida%20Building%20Code%200nline.htm (2 of 3)311412013 6:10:30 PM Florida Building Code Online t < 7- "- Fig& Ii+ Bus iesi, Professi6 Requiation BCIS Home I Log In Product Approval USER: Public User Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15190 Application Type ---- --- -- — - -- - -- -- ---New - - - Code Version Code 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 Windows and Doors - Wausau 1323 S. 1.1th 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 it t tZ fAd�°i� Category Windows file:///frsclient/c/Users/Scott%2OBussard/Desktop/Kolbe/NONs/New%20folder%20(2)/Florida%2OBuilding%2OCode%200nline.hnn (1 of3)3/14/2013 6:10:30 PM Florida Building Code Online Subcategory Casement 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 0 Validation_ Checklist - H_ardcopyRe_ceived 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 FL15190 RO COI Certification of IndeDendence.Ddf Standard Year TAS-201 1994 TAS-202 1994 TAS-203 1994 Method 1 Option D 02/09/2012 02/21/2012 02/23/2012 04/03/2012 file:lllfrsclient/cRlsers/Scott°720Bussard/Desktop/Kolbe/NOA'slNew%20folder%20(2)lFlorida%20Building%20Code%200nline.htm (2 of3)3/1412013 6:10:30 PM Florida Building Code Online q--� P- — — -- — - - -- -r- Summary..of Products_ FL # Model, Number or Name Description 0.1 Ultra Impact Casement Window Casement Window I�F-19 f Limits of Use Installation Instructions j Approved for use in HVHZ: Yes FL15190 RO II Drawing 1762.pdf If Approved for use outside HVHZ: Yes Verified By: Warren W. Schaefer, P.E. 44135 f Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Window size, pressure, assembly and installation E FL15190 RO AE WWS-207.pdf requirements are to be as specified in the attached Created by Independent Third Party: Yes drawing No. 1762. Job required design wind pressure shall be calculated in accordance with the Florida Building Code. Chapter 16 and ASCE 7 Minimum Design Loads for and Other Structures. Thiswindow system is fBuildings rated_ as a wind zone 4 missile level_ "D" product. I�a�Es IV'�z� 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 850.467.1395. *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.wsh 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: hEs► M file:llllTsclient/c/UserslScotl%20Bussard/Desktop/Kolbe/NOA's/New%20folder%20(2)JFlorida%20Building%20Code%20online.hnn (3 of 3)3/14/2013 6:10:30 PM W. W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 1501" Court North Palm Beach Gardens, FL 33418 Phone (561)744-3424 ENGINEER'S EVALUATION REPORT #WWS-207 i Prepared for: Kolbe & Kolbe Millwork Co., Inc. 1323 South 11t' Ave. Wausau, WI 54401 Phone: 715-842-5666 Prepared by: Wdrren 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 Impact Casement Window Documents that must accompany this report: 1. W. W. Schaefer Engineering & Consulting drawing No. 1762 i Window size restrictions and assembly requirements:_ See drawing No. 1762 Maximum allowable design pressure: See drawing No. 1762 Installation requirements: See drawing No. 1762 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. 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-1161.1 C General report notes & system limitations: 1. All size & installation conditions shown in this report and the referenced drawing No. 1762 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. 6. When applicable, all''safety glass requirements must be met per FBC chapter 24. Quality Assurance Entity: Window & Door Manufacturers Association (WDMA) / FEB 106 2012 Warren *. Schaefer, P Florid E. #44135 ® IF No. 44135 0 ° ° ` STATE of a� 2 GENERAL NOTES: (1) LOCK QUANTITY THESEHAVE BEE14 SHOWN ANALYZED 1. FOR WNDOW OT�TO DESIGN PRESSURES NDICEED THOSE 'ALLOWABLE DESIGN REQUIREMENTS 2R OPENINGS.S. BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED (RECTANGULAR WINDOWS) & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE MAXIMUM QUANTITY PER 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE FRAME HEIGHT PANEL DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND (IN.) WALL FINISH OR STUCCO. __-- 4. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND 90 4 MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING 72 3 HIGH VELOCITY HURRICANE ZONES (HVHZ) & ARE LARGE MISSILE IMPACT RATED. 5. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE WINDOWS. 48 2 LL 6. AANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE (1) THIS TABLE APPLIES TO PRESSURE TREATING CHEMICALS IN THE WOOD. BOTH CRANK -OUT & PUSH -OUT 7. DETERMINE THE POSITIVE & 14EGATIVE DESIGN LOADS TO USE WHEN REFTRENCNG THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE WINDOWS AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALRY FACTOR OF KD - 0.85 MAY BE APPLIED PER THE ASCE-7 STANDARD. & MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 9. TO THE BEST OF OUR KNOWLEDGE, THE WINDOWS SHOWN HEREIN ARE QUALITY ASSUREDBYA FLDRIDA STATE APPROVEDCERTIFICATION/QA ENTITY & -- - - - --- SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE 9N-3 FLORIDA BUILDING COMMISSION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION. COMBINATION, INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS. WINDOW ASSEMBLY SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'S QUALITY 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 LICENSED CONTRACTOR EXPERIENCED WITH WINDOW INSTALLATIONS 11. 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 ENVIRDNMENT SHALL BE DF AN APPROVED DURABLE SPECIES OR BE TREATED IN AN APPROVED METHOD WITH AN APPROVED PRESERVATIVE PER FBC SECTION 2325. EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/OR INFORMATION & RESULTS FROM APPUCABLE 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 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 APPUCABLE STANDARDS. (1) LOCK QUANTITY REQUIREMENTS ,EYEBROW TOP WINDOWS) MAXIMUM QUANTITY PER FRAME HEIGHT PANEL (IN.) 72 3 48 2 (1) THIS TABLE APPLIES TO BOTH CRANK -OUT & PUSH -OUT WINDOWS (0 CONCEALED HINGE (2) QUANTITY REQUIREMENTS MAXIMUM QUANTITY PER FRAME HEIGHT PANEL (IN.) 90 5 72 4 54 3 36 2 (1) CONCEALED HINGES APPLY ONLY TO RECTANGULAR WINDOWS. (2) THIS TABLE APPLIES TO BOTH CRANK -OUT & PUSH -OUT WINDOWS FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CLIP TO OPENING MINIMUM MINIMUM (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. FRAME SCREWS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) N0. 12 SMS OR WOOD SCREW 1 1/4" 3/4" MIN. 18 GA 33 KSI METAL STUD NO. 12 GR. 5 SELF TAP/DRILL SCREW 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 1 1/4" 2' INSTALLATION CLIP SCREWS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) N0. 8 SMS SCREW 1 1/4" 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 SELI' 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, TPA' RAMSET/RED HEAD TAPCONS OR HILTI KWIK-CON II (HARDENED STEEL OR S.S.). (1) LOCK QUANTITY REQUIREMENTS (HALF -ROUND TOP WINDOWS) MAXIMUM QUANTITY PER QUANTITY PER RAME HEIGHT PANEL PANEL (IN.) CRANK -OUT PUSH -OUT WINDOWS WINDOWS 72 0) 3 + 1 3 48 (1) 2 + 1 2 (1) 2 + 1 = 2 SIDE LOCK POINTS AND ONE AT THE QUARTER POINT OF THE HEAD RADIUS (1) (2) TRI-EURO HINGE QUANTITY REQUIREMENTS (SHAPED TOP CRANK -OUT WINDOWS) MAXIMUM QUANTITY PER FRAME HEIGHT PANEL (IN.) 72 4 54 3 36 2 (1) TRI-EURO HINGES APPLY ONLY TO SHAPE TOP WINDOWS. (2) SHAPES INCLUDE BOTH HALF -ROUND AND EYEBROW TOP. (1) TRI-EURO HINGE QUANTITY REQUIREMENTS (EYEBROW TOP PUSH -OUT WINDOWS) MAXIMUM QUANTITY PER FRAME HEIGHT PANEL (IN.) 72 (2) 6 54 (2) 5 42 3 36 2 (1) TRI-EURO HINGES APPLY ONLY TO SHAPE TOP WINDOWS. (2) WHEN MORE THAN 3 HINGES EXIST, THERE ARE 2 HINGES GROUPED AT THE TOP & BOTTOM WITH REMAINDER EQUALLY SPACED. ALLOWABLE SIZE/PRESSURE MAX. WINDOW WINDOW ' ALLOWABLE FRAME HARDWARE SHAPE L PRESSURE HEI H' (+/- PSF) 72 OR RECTANGULARI 80 CRANK -OUT i PUSH -OUT 72 OR I SHAPED TOP 65 CRANK -OUT (1) PUSH -OUT CONDITION DOES NOT APPLY TO WINDOW HEIGHTS GREATER THAN 72". (I) TRI-EURO HINGE QUANTITY REQUIREMENTS (HALF -ROUND TOP PUSH -OUT WINDOWS) MAXIMUM QUANTITY PER FRAME HEIGHT PANEL (IN.) 72 (2) 6 60 (2) 5 48 3 36 2 (1) TRI-EURO HINGES APPLY ONLY TO SHAPE TOP WINDOWS. (2) WHEN MORE THAN 3 HINGES EXIST, THERE ARE 2 HINGES GROUPED AT THE TOP & BOTTOM WITH REMAINDER EQUALLY SPACED. CORNER CONSTRUCTION: RECTANGUTAR FRAME: FRAME MEMBERS WERE -RABBETED, BUTTED AND SECURED WITH TWO 16 GAUGE X 1/2' CROWN X 2' LONG STAPLES AND ONE NO. B X 2 1/4' PFH SCREWS PER CORNER (THE N0. B X 2 1/4' SCREW IS ONLY APPUCABLE TO PUSH -OUT WINDOWS). CORNERS ARE ALTERNATE STALED WITH SILICONE SEALANT. ANCHORISUBSTRATE SHAPED TOP FRAME: FRAME MEMBERS WERE RABBETED, BUTTED, & SECURED WITH 2 ND. 8 X 2 1/4' PFH SCREWS PER ENO. ENDS ARE EVALUATION NOTE: ALL ALTERNATE SEALED 1ffiH SIUCONE SEALANT. ANCHORS IN THEIR RECTANGULAR SASH, SASH CORNERS UTILIZED OPEN MORTISE AND TENON SPECIFIED SUBSTRATES CONSTRUCTION AND WERE SECURED WITH 2 15 GAUGE X 1 1/4" BRAD NAILS & 2 NO. 8 X 1' SMS SCREWS (THE N0. 8 X 1' SCREWS ARE HAVE BEEN ANALYZED ONLY APPLICABLE TO CRANK -OUT WINDOWS WITH A FRAME HEIGHT IN ACCORDANCE WITH GREATER THAN 727. CORNERS ARE SEALED WTTH SILICONE SEALANT. THEIR APPLICABLE SHAPFDTOP SASH: SASH CORNERS UTILIZED OPEN MORTISE AND TENON STANDARD(S) AND ARE CONSTRUCTION AND WERE SECURED WITH TWO NO. B X 1' SMS SCREWS. CORNERS ARE SEALED WITH SILICONE SEALANT. FOUND TO BE CLAD CORNERS. CLADDING MEMBERS WERE MITERED EQUIVALENT TO OR AND JOINED WITH A CORNER KEY (PART 131A) AND 2 NO. 7 X 5/8' FH STRONGER THAN THE SMS PER CORNER. CORNERS ARE SEALED WITH SILICONE SEALANT. ANCHOR(S) USED IN EYEBROW TOP FRAME CLAD CORNFRS. CLADDING MEMBERS WERE MITERED AND JOINED WITH A CORNER KEY (PART #316) AND 2 NO. 7 X 5/8' FH TESTING WITH THIS SIAS PER CORNER. CORNERS ARE SCALED WITH SILICONE SEALANT. PRODUCT. SASH CLAD CORNERS' CLADDING MEMBERS WERE SQUARE CUT OR PROFILE CUT, BUTTED TOGETHER & SEALED WITH SILICONE SEALANT. I. THEY MAY NOT BE USED FOR THE ASSEM WSTALATION OF ANY OTHER PRODUCT NOR USED FOR RATIONAL ANO/OR LOC APPRO 06 z- K� m w¢ Ldd ob4 Of Wz R 15 c)= !ma N NO ns= �U a 1 OF SEE "CORNER CONSTRUCTION" DESCRIPTION ON SHEET 1 -MF f� o, z Lin� 0 3 = n n B1 5 n z = o B2 5 I' wm w?O xo =-' ¢D ox I. Y oz Q .9- J Ow w p U C) x O 36" MAX. FRAME WIDTH ---1 I--- 36" MAX. FRAME WIDTH A7 A2 6" MAX. I A1. A2 5 5 5 5 42 41 } SPRING - j LOCK / AIL IN AND ` LINE II j 42 41 39 ANCHORING OF AIL FIN IS LocX HINGE / OPTIONAL & SHALL NOT I / Ct ACT AS A n 83 39 40 HMG V Cl v 6 ,SUBSTITUTE I 6 6 C2 FRAMEHE = biz 4 C2 6_ I ANCHORS o w o 6 I' / 6 FRAME SCREWS -OR SPECIFIED. FIN BE '� 3 o FRAME SCREWS OR INSTALLATION CUPS WHERE MAY a INSTALLATION CL IPS WHERE •SHOWN. SEE "FRAME REMOVED _ WHEN 'C o SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR n I REQUIRED BY II 1 D I z OfTABLE" ANCHOR REQUIREMENTS ON SHEET 1 FOR REQUIREMENTS.—— -,OPENING o CONDITIONS _j w I REQUIREMENTS. MAX. D.L.O. = FRAME MAX. D.L.O. = FRAME WIDTH - 6 3/8" _ Q o WIDTH - 6 3/8" FOR CRANK -OUT FOR CRANK -OUT WINDOWS; - 7 1/8" I I WINDOWS; - 7 1/8" FOR PUSH -OUT WINDOWS FOR PUSH -OUT / WINDOWS 6" MAX. 6" MAX. I I - 12" MAX. 0.C. - f- - 6" MAX. EXTERIOR ELEVATION: SINGLE RECTANGULAR WINDOW SCALE: 3/4" = 1'-O" (CRANK -OUT WINDOW SHOWN. PUSH -OUT WINDOW ALSO APPLIES) l RECTANGULAR HALF -ROUND EYEBROW PARTIAL EYEBROW NOTES: 1. SEE ELEVATIONS FOR DETAILS 8, SPECIFICATIONS OF EACH WINDOW SHAPE, 2 SHAPE CONDITIONS OTHER THAN THOSE SHOWN INTHE ELEVATIONS SHALL BE EVALUATED FOR JOB USE UNDER SFPERATE CERTIFICATION. ONLY CONDUIONS SHOWN HERE -IN APPLY TO THIS APPROVAL l 6" MAX. 5MAX11 - 6" MAX. AIL FIN AND ANCHORING OF NAIL FIN IS n > SPRI OPTIONAL & LINE SHALL NOT o F n v ACT AS A N I I o E SUBSTITUTE = w = FOR THE @3 = w 3 z -FRAME w x o - .E ANCHORS o w ? o SPECIFIED. FIN a I MAY BE JG n REMOVED U o p Oj a WHEN ' REQUIRED BY n z o OPENING d 0 CONDITIONS n 1 x o w 6" MAX. 6" MAX. - —I- 12" MAX. O.C.-1----� 6" MAX. nl EXTERIOR ELEVATION: SINGLE EYEBROW TOP WINDOW SCALE: 3/4" = 1'-O" (CRANK -OUT WINDOW SHOWN. PUSH -OUT WINDOW ALSO APPLIES) 5" MAX. ALLOWABLE DESIGN PRESSURE SEE SINGLE WINDOW SIZE/PRESSURE TABLE ON SHEET 1 36" MAX. FRAME WIDTH MOCK POINT / AT RADIUS -NOT REQUIRED WITH - PUSH -OUT WiNDOVlS C1 FRAME SCREWS SCREWS OR INSTALLATION CLIPS WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS.———, MAX. D.L.O. =FRAME WIDTH - 6 3/8" FOR CRANK -OUT WINDOWS; - 7 1/8" FOR PUSH -OUT WINDOWS NAIL FIN AND ANCHORING OF NAIL FIN IS OPTIONAL & SHALL NOT ACT AS A SUBSTITUTE FOR THE FRAME ANCHORS SPECIFIED. FIN MAY BE REMOVED WHEN REQUIRED BY ci OPENING CONDITIONS o w U y Qp Br: r6 I 15" MAX. O.C. m v) Lnn (SIDES &HEAD) o y N3 n 33 3 �w 6" MAX. F m w LLO zy 6" MAX. --�- 12" MAX. O.C. --I- -i- 6" MAX. Z W EXTERIOR ELEVATION: z�a SINGLE HALF —ROUND WINDOW — CO Za inn SCALE: 3/4" = V-0" w a �,4 (CRANK -OUT WINDOW SHOWN. PUSH -OUT WINDOW w Tn Of � PQz ALSO APPLIES) s SJ h E2uT B.- ZO ^� e� =3cT a o i � 3 °iS a ORAMNO NO. IRE 17 r, ) 2 OF SIDE —BY —SIDE MULLION ALLOWABLE DESIGN PRESSURE CASEMENT TO CASEMENT MAXIMUM MAXIMUM ALLOWABLE PRESSURE MULLION LOAD (PSF) SPAN WIDTH (IN.) (IN.) REINFORCED REINFORCED 0A CASEMENT TO FIXED MAXIMUM MAXIMUM ALLOWABLE PRESSURE MULLION LOAD (PSF) - - --- -SPAN- WIDTH NON (IN.) (IN-) REINFORCED REINFORCED 72 32 51 OR GREATER 66 48 42 II 60 148 OR GREATER 1 72.0 1 72.0 1 80.0 1 80.0 1 NOTES: 1. SEE SINGLE WINDOW 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 WINDOWS. 3. "N/A" DESIGNATES A SIZE NOT APPLICABLE TO THAT REINFORCEMENT CONDITION. 4. SIZE VALUES IN TABLE ARE +/-1/2" 5. LOAD WIDTH VALUES IN THIS TABLE CONSIDER THE VENT CASEMENT TO HAVE A MAXIMUM FRAME WIDTH OF 36". IF A JOB SPECIFIC CONDITION HAS A VENT CASEMENT WIDER THAN 36", THE "OR GREATER" SHALL NOT APPLY. — 36" MAX. FRAME WIDTH — — 36" MAX. FRAME WIDTH — —MAX. FRAME WIDTH PER FIXED, WINDOW APPROVAL SEE SINGLE WINDOW 6" 6' 6" 6'" ELEVATION FOR I 3" FOR SCREWS & 3" FOR SCREWS & NAIL FIN I 3 1/2" FOR CLIPS 3 1/2" FOR CLIPS REQUIREMENTS I I II -- -- t __V7 j 1 —SEE SINGLE / WINDOW ELEVATION FOR D7 FRAME ANCHOR 7 REQUIREMENTS & D2 POSITIONS 7 /AROUND WINDOWS DRAWING NO. 1764 ADDITIONAL FRAME SCREWS OR INSTALLATION UNDER SEPARATE APPROVAL FOR DETAILS. CLIPS WHERE SHOWN AT E1 20 GAUGE X 2" X 6" GALVANIZED v MULLION ENDS. 7 v STEEL REINFORCEMENT PLATE AT SEE "FRAME E2 EACH MULLION END. -SECURED -TO ANCHOR 7 FRAME MEMBERS WITH SIX 16 REQUIREMENTS GAUGE X 5/8" CROWN STAPLES TABLE" ON SHEET (3 PER EACH FRAME). 1 FOR REINFORCEMENT PLATE IS ONLY REQUIREMENTS. / REQUIRED WITH NON REINFORCED MULLION CONDITIONS. FOR MAX LOAD WIDTH, I FOR MAX. LOAD WIDTH, SEE MULLION SEE MULLION PRESSURE_ z TABLE ON THIS SHEET PRESSURE TABLE ON THIS SHEET WINDOW WINDOW WINDOW CENTERLINE CENTERLINE CENTERLINE SEE "REINFORCED MULLION END CUP INSTALLATION DETAIL" ON EXTERIOR ELEVATION: SHEET 4 (APPLICABLE ONLY MULTIPLE WINDOWS WITH REINFORCED MULLION) SCALE: 3/4" = 1•-O" (SEE SINGLE WINDOW ELEVATION ON SHEET 2 FOR CASEMENT WINDOW DETAIL NOT SHOWN) (CRANK -OUT WINDOW SHOWN. PUSH -OUT WINDOW ALSO APPLIES) CONDITIONS OTHER THAN THOSE SHOWN SHALL BE SUBJECT TO JOB SPECIFIC REVIEW & IF ACCEPTABLE TO ALL APPLICABLE CODES & STANDARDS, SHALL BE SEPARATELY CERTIFIED BY A FLORIDA LICENSED ENGINEER. MULTIPLE UNIT NOTES: 1. FOR ALL DETAIL NOT SHOWN, SEE SINGLE WINDOW ELEVATION. 2. 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. 3. RECTANGULAR WINDOWS SHOWN. SHAPED WINDOWS MULLED SIDE -BY -SIDE ALSO APPLY UNDER THE SAME CONDITIONS SHOWN FOR RECTANGULAR WINDOWS. 4. ANY COMBINATION OF FIXED/OPERABLE WINDOWS IN ONE OPENING SHALL APPLY. a .,. 3 1762 SHEET NO. 3 OF 9 36" MAX. FRAME WIDTH FIXED WINDOW. SEE u DRAWING NO. 1764 ° UNDER SEPARATE Z = a APPROVAL FOR _ w o J M x O DETAILS. � � 3 I• ao F g= � 7 nz j �o S a wz xz yw a � O o F z �_ w w w s x O 2 w z 0 L- m z _z S J �o w¢ x f- 2� w� �W Wo 00 m\ z w p V1 I• I- - - - �-20 GAUGE X 2" X 6" GALVANIZED STEEL REINFORCEMENT PLATE AT EACH MULLION END. SECURED TO FRAME MEMBERS WITH SIX 16 GAUGE X 5/8" CROWN STAPLES (3 PER EACH FRAME). --- J EXTERIOR ELEVATION: SINGLE WINDOW WITH TRANSOM SCALE: 3/4" = V-0" (SEE SINGLE WINDOW ELEVATION ON SHEET 2 FOR CASEMENT WINDOW DETAIL NOT SHOWN) ALLOWABLE DESIGN PRESSURE (SINGLE WINDOW WITH TRANSOM) ALLOWABLE PRESSURE SHALL BE AS RESTRICTED BY THE INDIVIDUAL WINDOPI ALLOWABLE PRESSURES. SEE SINGLE WINDOW PRESSURE TABLE ON SHEET 2) 1/2-13 X 1 1/2= FH S.S. T.P.I. BOLT (1 PER MULLIOIJ END) 4 NO. 8 MULLION END CLIP SCREWS INTO SUBSTRATE. PER "FRAME ANCHOR REQUIREMENTS TABLE" o END P ADHESIVE ENO. 8 X 2 1/4" PFH // WOOD SCREW (4 PER ! MULLION END PLATE) V4NO. 8X 1" PFH SMS (6 PER CLIP) MULLION END CLIP REINFORCED MULLION END CLIP INSTALLATION DETAIL (SIDE JAMBS & FRAME CLADDING NOT SHOWN FOR CLARITY) z 0 47 U Y apt 3 r to Lo `o Q=�N wv) U Y Nan Z 46 M 3 ?m z � W �O Ld om zm U Frm m (A W � W t2g W Ka R0 1 cn I� U w? �h } ME) J Z F nn0mmu J SU>(n ms, 33 z n a ,J'n3U u 3 d1 SHEEP NO. 4 OF 9 i SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SEALANT BY OTHERS EXTERIOR 2M1 19 _ SEE GLAZIN DETAILS ON SHEET 7 19 M16 45 51 18 r SEALANT BY L OTHERS SUBSTRATE BY OTHERS PER FRAME SCREW "FRAME ANCHOR PER ELEVATION REQUIREMENTS TABLE" 3/8" MAX. SHIM AT EACH ANCHOR SEALANT BY—'`' t (1 I 21 l i OTHERS x w x a 4 EXTERIOR 3/8" MAX. SHIM FRAME WIDTH AT EACH ANCHOR FRAME SCREW PER ELEVATIONN SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" J \-SEALANT BY EXTERIOR OTHERS SECTION et SCALE: 1/2 FULL 5 (CRANK —OUT WINDOW) 3/8" MAX. SHIM FRAME WIDTH AT EACH ANCHOR 3/8" MAX. SEALANT BY� 12 SHIM AT OTHERS 3 EACH ANCHOR 3/8" MAX. SHIM AT FRAME SCREW53 EACH ANCHOR PER ELEVATION SUBSTRATE 8, OTHERS FRAME SCREW PER 8 PER "FRAME ANCHOR SECTION ELEVATION REQUIREMENTS TABLE" Al SUBSTRATE BY OTHERS FRAME SCREW PER SCALE i/2 FULL 5 PER "FRAME ANCHOR ELEVATION SUBSTRATE BY .-,? SECTION (CRANK —OUT WINDOW) REQUIREMENTS TABLE" OTHERS PER SCALE: 1/2 FULL 5 "FRAME ANCHOR (FOR DETAIL NOT SHOWN, SEE SECTION At/5) REQUIREMENTS od (PUSH —OUT WINDOW) TABLE" NAIL FIN IS NOT 20 SHOWN BUT MAY BE USED IN ADDITION TO `" SEALANT BY EXTERIOR d ANCHORS SHOWN. OTHERS SECTION e2 SCALE: 1/2 FULL 5 (FOR DETAIL NOT SHOWN, SEE SECTION B1/5) (PUSH —OUT WINDOW) SEE GLAZING e DETAILS ON SHEET 7 FRAME SCREW PER ELEVATION 3/8" MAX. SHIM AT EACH ANCHOR 1 2 53 12 38 _CD NOT REQ'D AT w - HEAD WITH - SHAPED WINDOWS z o w U Y ap 3 -� o =�N v w mom I o v'�� U Y N3 n 3 �w m � � Y w zm ZE m d w 4 ro v) w q w IL Of Of ooe w W ,3 Q iz o`oyy� F U�'mo D u'z g�a �3o R3�'S N n N w� 00 Z O Nc SHEET NO. ) OF 9 3/8" MAX. SHIM— FRAME WIDTH AT EACH ANCHOR 13 52 FRAME SCREW PER ELEVATION� 3/8" MAX. SHIM. AT EACH ANCHOR FRAME SCREW PER ELEVATION FRAME WIDTH 57 57 SUBSTRATE BY SUBSTRATE BY OTHERS PER 'N OTHERS PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS REQUIREMENTS od TABLE" TABLE" 0 20 4 40 0 SEALANT BY SEALANT BY IXTERIOR . ....... OTHERS OTHERS SECTION B3 SECTION a SCALE: 1/2 FULL SCALE: 1/2 FULL '\_69 (FOR DETAIL NOT SHOWN, SEE SECTION B1/5) (FOR DETAL NOT SHOWN, SEE SECTION B1/5) (CRANK -OUT WINDOW) - (PUSH -OUT WINDOW) NAIL FIN IS NOT SHOWN BUT MAY BE USED IN ADDITION TO —FRAME WIDTH— �_3/8" MAX. SHIM At EACH ANCHOR (ANCHORS SHOWN. I MULLION COVER 12 AS REQUIRED ;5R FRAME SCREW G'�PER ELEVATION SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SEALANT BY -'EXTERIOR [. OTHERS SECTION rc-2-� SCALE:- 1/2 FULL KT) (FOR DETAIL NOT SHOWN, SEE SECTION Cl/6) (PUSH —OUT WINDOW) — FRAME WIDTH SEE GLAZING-\ DETAILS ON SHEET' 7 NO. 8 X 2" SCREWS WITHIN 3" OF ENDS & 6" MAX. O.C. (�� _�SEALANT BETWEE-N 99 MULUON & BEHIND SECTION MULLION COVER —Dj� SCALE: 1/2 FULL (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (CRANK -OUT WINDOWS SHOWN. PUSH -OUT WINDOWS ALSO APPLY) 13/8" MAX. SHIM AT EACH ANCHOR FE_XTE_R_10_R`j SEALANT -BY-/ OTHERS �2 SECTION scl SCALE: 1/2 FULL 6 (CRANK —OUT WINDOW) MULLION COVER AS REQUIRED it EXTERIOR FRAME SCREW PER ELEVATION SUBSTRATE BY --OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" - NO. 8 X 2 1/4' SCREWS WITHIN 2 1/2- & 1D" OF ENDS & 12" MAX. O.C. NO. 8 X 1" SCREWS WITHIN 3" OF ENDS & 27" MAX. D.C. SEALANT BETWEEN MULLION & BEHIND MULLION COVER UJ own -1 V) 0 n:l 0 a Z Z !o-9 W Ne YY a, m MID 0 W Wd Liz U-) 2jo Ad 6 OF 9 MULLION COVER r I �� 7fr 1 I MULLION COVER 1 I AS REQUIRED � FIXED WINDOW ,-z uimiu 1 I AS REQUIRED 1 I UNDER SEPARATE 1 34 I NO. 8 X 2 1/4" SCREWS IL / APPROVAL WITHIN 2 1/2" & 10" OF Ifl 1 C _ Z, NO. 8 X 2" SCREWS ENDS & 12" MAX. O.C. SEALANT BETWEEN 11j1 4 3 WITHIN 3" OF ENDS & 4 3 MULLION & BEHIND IL I 6" MAX. O.C. N0. 8 X 1" SCREWS MULLION COVER y I I 1 1 WITHIN 3" OF ENDS _ & 27" MAX. O.C. MULLION COVER V - FIXED WINDOW I - U = FIXED WINDOW AS REQUIRED UNDER SEPARATE + UNDER 21 0 .. SEPARATE - APPROVAL APPROVAL O 77 SEALANT BETWEEN J SEALANT BETWEEN 1 NO. 8 X 2" SCREWS MULLION &BEHIND MULLIONEXTERIOR 21 EXTERIOR WIMULLION &BEHIND THIN 3" OF ENDS & MULLION COVER - - MULLION COVER EXTERIOR I�JI WI MAX. O.C. SECTION E1 SECTION SCALE: 1/2 FULL 7 SCALE: 1/2 FULL 7 U j (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) SECTION (CRANK —OUT WINDOWS SHOWN. SCALE: 1/2 FULL PUSH —OUT WINDOWS ALSO APPLY) INSTALLATION CLIP SCREWS SUBSTRATE BY OTHERS PER PER -FRAME ANCHOR (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) I 13/32" LAMINATED GLASS "FRAME ANCHOR REQUIREMENTS TABLE" (CRANK —OUT WINDOWS SHOWN. m o¢co -I- t — (5/32" AN./0.09 SOLUTIA SAFLEX IIIG PVB/ REQUIREMENTS TABLE" (2 TOTAL; 1 PER SIDE) PUSH -OUT WINDOWS ALSO APPLY) 3 0 "'ter' 48 47 I I 0.007 PET/5/32" AN.) %:• d:, o Y N3 ^ CAP BEAD OF DOW 995 32 _ CONTINUOUS WOOD MEMBER LESS z di '2 29 INSTALLATION 3/8" MAX IN THICKNESS THAN A 2X_ BUCK 3 w w CLIP TO'BE MIN. 3 1/2" DEEP (NOT SHIM NEXT TO 1/2" M IN. BITE 14 r EACH CUP REQUIRED WHEN SHIM SPACE IS SUBSTRATE BY W Y 5 6 7 8 9 WITHIN ALLOWABLE DIMENSIONS OTHERS PER w SEALANT BY ' SHOWN IN SECTIONS). "FRAME ANCHOR v, OR 59 OTHERS T REQUIREMENTS 6) o0 DOW 995 SETTING BLOCK I TABLE" zm U i2 [O m 20 19 58 AS REQ'D 1 2 3 4 SEALANTV�= 3 4 cl En TYPICAL GLAZING DETAIL O OTHERS Lu N0. 8 X 3/4" SCREW of b� (NON—I.G. CONDITION) Ld 7/8" THICK I.G. GLASS EXTERIOR (2 PER CLIP) En (1/8AN. OR TEMP. EXTERIOR; EXTER�� Nen g a 5/16" SPACER; (5/32" AN./ z no 0.09 DUPONT SG/5/32" AN. INTERIOR) OPTIONAL INSTALLATION CLIP DETAIL FRAME SCREW PER ;3c� CAP BEAD OF DOW 995 OR GE ELEVATION & "FRAME ma`s 48 47 (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) MOMENTNE S!LLPRUF SCS2000 ANCHOR REQUIREMENTS 30 (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) TABLE" ", W 1/2' MIN. BITE 15 OPTIONAL DIRECT MOUNT DETAIL s 6 7 a 9 TO SUBSTRATE WITH SPACER r a" (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE: FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS 75 �• 3w EXTERIOR 59 ( ) h....' NOTE: THE SINGLE PANE OF THE IG GLASS DOW 995 OR GE SETTING BLOCK SHALL BE TEMPERED WHEN REQUIRED TO MOMENTIVE SILLPRUF AS REQ'D CONFORM WITH SECTION 2406.3 OF THE SCS2000 20 19 58 FLORIDA BUILDING CODE FOR USE OF GLASS " 3 N HAZARDOUS LOCATIONS. DRAWING O. Ev. TYPICAL GLAZING DETAIL ^r,'%' 1762 (I.G. CONDITIONi SHFtT NO- 7 of 9 �----- 2.859 -•---� 1.439 O HEAD & SILL FRAME (RECTANGULAR WINDOWS) -- 2.859 - 1.439 �Em--L O HEAD FRAME (SHAPED WINDOWS) j 2.000 0.094 , 1 �1.9159�-�j-jl 0.781 VENEER 1.43E U - 10 TOP RAIL & STILE O LOCK STILE (PUSH -OUT SASH STOP (CRANK -OUT WINDOWS) WINDOWS) 0.656 1-'-- r 0.310 0.656 T 0.050 2.625 0.249 --I `- 2.25D 0.078 21 MULLION CLIP IX 0.050 19 SASH CLAODING�J CL ODINGCL��LO�lODING 20 SASH CL DING (CRANK -OUT U -0 LIT WINDOWS) WINDOWS - 1,127 -{ 1.127 I - -I 1.438 I- 1.625 0.094 VENEER 2.859 � 2.859 O TOP &BOTTOM RAIL (CRANK -OUT WINDOWS) O SIDE JAMB (D SIDE JAMB (STRAIGHT JAMB) (SHAPED JAMB) --1.959 -{ 2.250 -i 0.619 �I 1.179 112 SASH STOP - tt BOTTOM RAIL ILO! OM R IL 4SA ST i USjP� }-OS}I Otn LOP (CRANK -OUT WINDOWS) 0.564 0.31 0.050 0.310� 0.040 LENGTH = 0.500" Y5 0.539 -- SIDES 24 HYF�Q SIDES JOINER �I ;�Y-L �{E� STOP JOINER (CRANK(Qj►yy� 22 MULLION CLIP )CRANK-Oy WINDOWS) 0.100 � � 1.110 -}--� -I 1.250 �-- REM -i � 594 M,50 1 �_ 30 GLAZING BRACKET 31A RECTANGULAR FRAME (LG.i CORNER KEY 3.531 0.545 EYEBROW • FRAMECORNER .i n 6.313HO O O O O0000000000 0 0 0 0 0 0 0 0 0 0 0 0 TALLATION CLIP 9.000 --{ 1.438 - 0.094 �77�it 1.625 -{ 0.094 � ---2.000--IVENEER1 VENEER 2.000 DNEE VENEER O7 SDLES (CRANK -OUT © HINGE STILE © TOP & BOTTOM WINDOWS) (PUSH -OUT WINDOWS) RAIL (PUSH -OUT w o 1.938 -y 0� LENGTH ' 0.795 0.375 - { o. ��2s o-. f25 fas 13 JJAMBEM XIS NB-E NSION-E NSION T4 SzL t�ZIl ZING BAD - - 15 �- - 0.620 (NON_I.0.) BEAD (I•G.) 0.525 --I 0.486 ---� �, 0.485 O.o40 = 0.500" 0.050 0.522 -F 0.032 --�- i SILL SASH STOP JOINER 26 SEAL HOLDER 27 WATER DAM WINDOWS) 0.045" THICK @MULLION END CLIP •0 ® MULLION REINFORCEMaE ��n--2-.�196 �� 0.781 I � L I 0.050 1a FRAME CLADDING CLADDING UP 0.085 QQ� - U 0.719 29 GLA71NG I G BAY I (NON-1,C) 5.000 -I 2.500 O O O 1/4" THICK 35 MULLION END P ATI 0 z 3 W U a w w Lei cr J z 0 0 w 0 � ~_� m =3 w r a' m m oQ I J m N o Y N3^ m ic SHEET NO. 8 OF