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HomeMy WebLinkAboutProduct Approval; Fixed Windows (FL15002)Florida Departmentof BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Pi Busines uct Professi al *'USER:Prod Pubuc User Approval Regulation i Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL�P500 Application Type New Code Version 2010 Application Status Approved Comments Archived 171 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Rep Address/Phone/Email Category Subcategory Compliance Method Si naturkao m 401 Priority St Altoona, PA 16602 (814) 949-2770 Ext14 dnix@signaturedoor.com Douglas Nixon dnix@signaturedoor.com 1Al'ndows Fixed . Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect N me who developed the Warren W. Schaefer Evaluation Report Florida License PE-44135 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 11/30/2015 Validated By Terrence E. Lunn, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence I FL15002 RO COI certification of independence.pdf ' Referenced Standard and Year (of Standard) Standard Year TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By I Florida Licensed Professional Engineer or Architect FL15002 RO Equiv equivalency statement for window testing.pdf RANDALL E. S70FF7 AR Ali#QD11105 APPROVED ® REVISE & RESUBMIT ® APPROVED AS CORRECTED ® REJECTED This revisw is only for general conformance with the design concept of the Project and general compliance with the information given in the con'*,.ct documents. Corrections or comments made on the shop dra •I„gs during this reviYei do net relieve the contractor from compliance %viih the req:r'•re- ments of the plans and specifications. Approval of a specific item shall not inc!4:"de approval of an assembly of which the item is a component. Con- iradbr is responsible for. Dimensions td be confirmed and comelated at the job sste; Informafion that pertains solely to the fabrication process - Ste means, methods, techniquess or to , sequences and procedures of construc. fion: coordinailon of the work of all Other trades: and for performing all work in a safe and satisfactory manner. MTE ?.l�J�� BY: Sections from the Code Product Approval Method j Method 1 Option D Date Submitted 11/23/2011 Date Validated 11/30/2011 Date Pending FBC Approval 12/09/2011 Date Approved 01/31/2012 uffima�y of Products _ 1 FL #• Model; Number or Name Description 15002-1 . 111Direc, lazed,_Ij {Window :� zr ImpL= of use Direct Glazed Wig Installation Instructions Approved for use in HVHZ: Yes FL15002 RO II Drawing 1780.12df 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: +65/-75 Evaluation Reports Other: Window size, assembly and installation requirements are to be as specified in the attached drawing No. 1780. Job FI 15002 RO AE Evaluation report WWS-203.12df Created by Independent Third Party: Yes 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. Bac- Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/E0 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 hme_. Product Approval Accepts: eGlieck M Credit CWrd ' 'SAFE, i Y Flon'da D�,Oar.In ntof BCIS Home Log In I User Registration Hot Topics Submit Surcharge I Stats & Facts ( Publications . FBC Staff j BCIS Site Map 1 Links ( Search Busir;es "' Professional Product Approval - ;USER: Public User p Rl..p l.1iat1o31 Product Aooroval Menu > Product or Awlication> Application List > Application Detail I FL # FL15002 Application Type New Code Version 2010 Application Status Approved Comments Archived J Product Manufacturer Signature Door Inc Address/Phone/Email 401 Priority St . Altoona, PA 16602 (814) 949-2770 Ext14 dnlx@slgnaturedoor.com Authorized Signature Douglas Nixon dnix@signaturedoor.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows 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 the Warren W. Schaefer Evaluation Report Florida License PE-44135 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 11/30/2015 Validated By j Terrence E. Lunn, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence i Referenced Standard and Year' (of Standard) I I i Equivalence of Product Standards Certified By I I FL15002 RO COI certification of Independence.fLdf Standard TAS-201 Year 1994 TAS-202 1994 TAS-203 1994 Florida Licensed Professional Engineer or Architect FL15002 RO Equiv equivalency statement for window testingpdf j l , Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/23/2011 Date Validated 11/30/2011 Date Pending FBC Approval 12/09/2011 Date Approved 01/31/2012 Summary;;of Productsx,. • - " ° - FL.# Moel, N'umberor Name, d Description 15002.1 - Direct Glazed Impact Window Direct Glazed Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside' HVHZ: Yes F i 002 RO II Drawing 1780.pdf Verified By: Warren W. Schaefer, P.E. 44135 Impact Resistant: Yes j Created by Independent Third Party: Yes Design Pressure: +65/-75 Evaluation Reports Other: Window size, assembly and installation requirements FL 5002 RO AE Evaluation report WWS-203.pdf are to be as specified in the( attached drawing No. 1780. Job Created by Independent Third Party: Yes 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. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAIIEEO 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 mall. 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 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 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: :K. ® sLFeuk sx� socuiftV'7,1Sv:T14 EG ,v } W. W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 1501h Court North Palm Beach Gardens, FL 33418 Phone (561)744-3424 NEER'S EVALUATION REPORT #WWS-203 Prepared for: Signature Door, Inc. 401 Priority Street Altoona, PA 16602 Phone: 800-741-2265 Prepared by: Warren W. Schaefer, P.E. Florida Professional Engineer 135 Manufacturer: Signature Door, Inc. Product Category: Windows Evaluation Method: 1-D (En Product model & name: Dir Documents that must accom 1. W. W. Schaefer Engin Window size restrictions an( See drawing NO. 1780 Maximum allowable design +65/-75 PSF Installation requirements: See drawing No. 1780 s evaluation) Glazed Impact Wood Impact Window ing & Consulting drawing No. 1780 Code compliance: Code section(s) considered with this evaluation: Section 1715.5 Test Standards applicable to the testing of these TAS-201, 202 & 203 ( be equivalent to TAS Test Laboratory: me units were tested to PA-201, 202 & 203 which are found to 1, 202 & 203) Test Laboratory, Inc. Test report numbers: 0243'� 1012-03, 0243-0516-04, 0243-0608-03, 0243-0319-04, 0243- 0322.-01, 0243-0802-0,1,0243-0605-01 & 0243-0929-01 1 General report notes & system limitations: 1. All size & installation�conditions shown in this report and the referenced drawing No. 1780 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 both small & 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: National Accreditation and Management Institute i ®CT Warre . Schaefer, P.E. Flo ' a P.E. #44135 q.4135 � � 1. THESE WINDOW 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 WA 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 (HVHZ) & ARE LARGE MISSILE IMPACT RATED. 5. 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 WINO LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALITY FACTOR OF KD = D.85 MAY BE APPLIED PER TH ASCE-7 STANDARD. 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WTIH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. B. TO THE BEST OF OUR KNOWLEDGE, THE WINDOWS SHOWN HEREIN ARE QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE 9N-3 FLORIDA BUILDNG COMMISSION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPUCABLE ELEVATION, COMBINATION, INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS WINDOW ASSEMBLY SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURERS QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 10. CERTIFICATON 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 INSTALLS BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH WINDOW INSTALLATIONS. If. -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 FB SECTION 2326. WALL ODOODOOOO DDLMOD DWDWD 1. OTHER SHAPES MAY APPLY PROVIDING THEY ARE SIMILAR TO THOSE SHOWN & HAVE CORNER CONSTRUCTION PER CORNER DETAILS. 2. ALL SHAPED UNITS MUST FIT INSCRIBED INTO THE ALLOWABLE RECTANGULAR UNITS & BE GOVERNED BY THE ALLOWABLE PRESSURE OF EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/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 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. C FOR MAX. FRAME LONG DIMENSION, PEDDTED• T H SEE SINGLE WINDOW SIZE TABLE ON THIS SHEETO/OR UIST THEY BE USE] OF ANY PROD 12" MAX. O.C. STATED ON Tt 6 MAX. (ALL SIDES) A I — 6" MAX. 2 Q 6" MAX. 0 O E , z w 0 3 N N TYPICAL FRAME SCREW J U, 10OR MOUNTING CUP. SEE w cD = I "FRAME ANCHOR SIMILAR REQUIREMENTS TABLE" SIMILAR m w o A ON THIS SHEET FOR A twn D 2 SCREW REQUIREMENTS. v 2 m w o - D.L.O. = F.W. - 3.25" D C/)w —_.W.N fN p SEE 'CORNER OPPOSITE I DETAIL' ON A —L SHEET 3 2 j s" MAX. Q ION OF ANY OTHER PRODUCT NOR MAY R RATIDNAL MID/OR LOCAL APPROVAL N07 PRODUCED BY THE MANUFACTURER DRAWINGS. EXTERIOR ELEVATION FOR LARGE UNITS WHERE THE BENT JAMB RECTANGULAR WINDOW REQUIRES MORE THAN ONE SECTION LENGTH, SCALE 3/4"=V-13" (LONG DIMENSION MAY BE HORIZONTAL OR VERTICAL) THE JAMB SHALL BE RABBITTED (11" LONG RABIT JOINT), SET SCREWED WITH NO. 6 SCREWS AND GLUED WITH WOOD GLUE. 8 (ALL SIDES) D.C. ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPUCABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE (SUBSTRATE) FRAME/CUP TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. FRAME SCREWS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) N0R 0 S . 1INS OWS 4CREW 1 1OOD / " 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 6063-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" MOUNTING CLIP SCREWS MIN. 2X4 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. B 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.). o o� _w z � J Vl NI �zx I LL Lao w x¢Lnw II Mza o Kew J z o�N Ei 6" MAX. TYPICAL FRAME SCREW - OR MOUNTING CLIP. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS. SEE "CORNER OPPOSITE DETAIL" ON SHEET 3 ALLOWABLE SIZE TABLE (SINGLE WINDOW) MAXIMUM MAXIMUM FRAME FRAME LONG SHORT DIMENSION DIMENSION (IN.) (IN.) 144 34 132 37 45 98 _ _ .90 __ - -54 84 58 78 62 72 68 70 70 1. ALL SIZES IN TABLE ARE BASED ON TESTED SIZES & DO NOT EXCEED THE WINDOW AREA TESTED. 2. LONG DIMENSION MAY BE HORIZONTAL OR VERTICAL 3. DIMENSIONS SHOD ARE +/-1/2". ALLOWABLE DESIGN PRESSURE +65/-75 PSF ���zi6?9itiJAf •• •O.n.Gvf�~V It 'r` ICI s" MAX. r Z s N D.L.O. = F.W. - 3.25" FOR MAX. FRAME LONG DIMENSION, SEE SINGLE WINDOW SIZE TABLE ON THIS SHEEP //Z%B2T18t6�TA�` EXTERIOR ELEVATION HALF ROUND WINDOW (OTHER RADIUS/CURVE SHAPES SIMILAR) SCALE: 3/4"=V-0" (LONG DIMENSION MAY BE HORIZONTAL OR VERTICAL) Zwo ��Ul d O N g a l 81OQ� zao� os U O J N a ¢ SHEET NO. I OF SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" - SEALANT BY OTHERS EXTERIOR \ v SEE GLAZING DETAILS ON THIS SHEET SUBSTRATE BY OTHERS PER FRAME SCREW "FRAME ANCHOR REQUIREMENTS FRAME SCREW PER ELEVATION TABLE" PER ELEVATION :i 1/4" MAX. 1A SHIM AT 16 EACH ANCHOR SEALANT BY OTHERS z 0 / z EXTERIOR z ) o / z w w w a SEE GLAZING DETAILS ON Q SECTION A THIS SHEET SECTION B SCALE _1/2 RuIJU _ 2 ___ _ _ _ SCALE:_ 1/2-FULL-_ 2__ __ _ _ (STRAIGHT JAMB) (RADIUS JAMB) NOTE: A DECORATIVE BRICK MOLD MAY BE USED AT INTERIOR OR EXTERIOR TO FINISH OFF FRAMING. MOUNTING CUP SCREWS SUBSTRATE BY OTHERS PER PER "FRAME ANCHOR CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN "FRAME ANCHOR REQUIREMENTS REQUIREMENTS TABLE" A 2X_ BUCK TO BE MIN. 3 1/2" DEEP (NOT REQUIRED TABLE" WHEN SHI i (2 TOTAL; 1 PER SIDE) SHOWN IN 6 1/4" MAX. SHIM NEXT TO EACH CUP SEALANT OTHERS EXTERIOR 14 I I v�NO. 8 X 3/4" SMS (3 PER CLIP) OPTIONAL MOUNTING CLIP DETAIL (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 1/4" MAX. SHIM AT EACH ANCHOR M SPACE IS WITHIN ALLOWABLE DIMENSIONS SUBSTRATE BY SECTIONS). OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SEALANT OTHERS 1/16" X 1/8" X 1/4" SPACER -- 3/4" MIN. BITE EXTERIOR I 1 I� I I" DOW 995 SEE GLASS OPTIONS BELOW TYPICAL GLAZING DETAIL GLASS OPTIONS: (I.G. CONDITION) OPTION 1: 1 1/4" THICK I.G. GLASS (1/4" AN./O.10 GLASSLAM SAFETY PLUS II POLYURETHANE POLYMER/1/4 AN. EXTERIOR; -3/8---SPACER; 1/4." ANNEALED OR TEMPERED -INTERIOR)— -- - OPTION 2: 1 3/16" THICK I.G. GLASS (1/4" AN./O.75 OLDCASTLE STORMGLASS/1/4 AN. EXTERIOR; 3/8" SPACER; 1/4." ANNEALED OR TEMPERED INTERIOR) NOTE: THE SINGLE PANE OF THE IG GLASS SHALL BE TEMPERED WHEN REQUIRED TO CONFORM WITH SECTION 2406.3 OF THE FLORIDA BUILDING CODE FOR USE OF GLASS IN HAZARDOUS LOCATIONS. 1/16" X 1/8" X 1/4" 1A 1B SPACER O 9 8 SA 58 4A 4B 3/4" MIN. BITE DOW 995 EXTERIOR `FRAME SCREW PER SEE GLASS EXTERIOR ELEVATION & "FRAME OPTIONS BELOW ANCHOR REQUIREMENTS -[� TABLE" TYPICAL GLAZING DETAIL OPTIONAL DIRECT MOUNT DETAIL (NON-I.G. CONDITIONS TO SUBSTRATE WITH SPACER GLASS OPTIONS: (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) OPTION 3: 5/8" LAMINATED GLASS (1/4 AN./O.10 GLASSLAM (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) SAFETY PLUS II POLYURETHANE POLYMER/1/4 AN.) OPTION 4: 9/16" LAMINATED GLASS (1/4" AN./O.75 OLDCASTLE STORMGLASS/1/4 AN.) w T tn co a t�5 $o Qz 215 �yy UD Imo wz 3v as Bi41 ,,,- 1V SHEET NO. > of 3 ITEM P I ITEM DESCRIPTION PE 1A STRAIGHT WINDOW JAMB * WOOD 16 RADIUS JAMB LVL 4A ALT. EXTERIOR STOP STRAIGHT JAMB) * WOOD 4B ALT. EXTERIOR STOP (RADIUS JAMB) LVL 5A ALT. INTERIOR STOP STRAIGHT JAMB * WOOD SB ALT. INTERIOR STOP (RADIUS JAMB) LVL 6 MOUNTING CLIP (0.044" X 1.625" X 6.500") 18 GA. GALVANIZED STEEL FASTENERS 7 NO. 6 X 1 1 4" SMS 6" FROM ENDS & 12" MAX. O.C. 8 11 1/4" DRYWALL SCREW 2" FROM ENDS & B" MAX. O.C. 9 11 3/16" BRAD NAIL 1" FROM CORNERS & 8" MAX. O.C. ROM WOOD USED IN TESTING WAS EASTERN WHITE PINE WITH A SPECIFIC GRAVITY OF G = 0.36 AND A MODULUS OF ELASTICITY OF E = 1.200,000 PSI. OTHER WOOD SPECIES APPLICABLE FOR USE WITH THIS PRODUCT ARE THOSE WITH A SPECIFIC GRAVITY OF 0.36 AND MODULUS OF ELASTICITY OF 1.200,000 PSI OR GREATER. ALL WOOD IS MINIMUM GRADE 2 MILLED BY SIGNATURE DOOR INC. TO SELECT. FULLY GLUE CONTACT SURFACES OF JAMB & STOPS WITH TRUSEAL BOSS GS1 SILICONE 3 NO. 10 X 2" SCREWS PER CORNER. NOTE THAT WITH RADIUS UNITS, THE SCREWS ARE LENGTHENED AS REQ'D TO OBTAIN MIN. EMBED INTO JOINING JAMB OF 1 1/4". TYP. CORNER DETAIL TYP. AT ALL WINDOW SHAPES 4.562 -i 0.750 1A 16 JAMB 6.500 TI I 1.625 ® I I I ©MOUNTING CLIP THICKNESS = 0.044" H250 — 0,875 J_ 4A 46 ALT. EXTERIOR STOP 1.000 0.875 5A 5B ALT. INTERIOR STOP o 11 o z 3 U Z � W e w �d z�X WWa �pNg$ li ?3n F �' n U Z w J S 0 U m R 0 N Z , .0 a;4i11tk"llltj. - (6 'it3 co IL 2.a Uj x ZOI m i o �J N 3 N \`" O K 3 � wiN 1780 SHEEP NO. 3 OF 3