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HomeMy WebLinkAboutAPPROVED Walbeck NOA 1 iYl „ tIF ProfessionalRegulation BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search bpr Product Approval` USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail Opening #1 OFFICE OF THE FL# FL23359-R6 SECRETARY Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer CGI Windows and Doors Address/Phone/Email 10100 NW 25 Street Miami, FL 33172 (305) 593-6590 Lmiller@pgtindustries.com Authorized Signature Jens Rosowski josowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941)486-0100 Ext21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider 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 the A. Lynn Miller, P.E. Evaluation Report Florida License PE-58705 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 02/19/2023 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL23359 R6 COI Cert 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 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/04/2020 Date Validated 09/08/2020 Date Pending FBC Approval 09/21/2020 Date Approved 12/16/2020 Summary of Products FL# Model,Number or Name Description 23359.1 HR-4010A Non-Impact Horizontal Roller Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23359 R6 II HR4010 CGI- REV Bi.pdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. 58705 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23359 R6 AE HR4010 Eng Eval CGI B1.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. 23359.2 HR-4110A Impact Resistant Horizontal Roller Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23359 R6 II HR4110 CGI- REV C.pdf Approved for use outside HVHZ:Yes Verified By: A. Lynn Miller, P.E. 58705 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23359 R6 AE HR4110 Eng Eval CGI.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. 23359.3 SGD-4025A Window Non-Impact,Aluminum Sliding Glass Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23359 R6 II SGD-4025A-W CGI- REV A.pdf Approved for use outside HVHZ:Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23359 R6 AE SGD4025A-W CGI- Eng Eval.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. 23359.4 SGD-4130A Window Impact Resistant,Aluminum Sliding Glass Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23359 R6 II SGD-4130A Window- REV A.pdf Approved for use outside HVHZ:Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23359 R6 AE 4130 Window Eng Eval.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 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: Credit Card Safe DESIGN PRESSURE RATING IMPACT RATING RATED FOR LARGE&SMALL MISSILE IMPACT RESISTANCE 74"OVERALL WIDTH !{ 111"OVERALL WIDTH 73"BUCK WIDTH 110"BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE B B DEBRIS REGIONS. 3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE , I C , OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. c A WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 63" 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO OVERALL 63" PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK HEIGHT / OVERALL J , DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE HEIGHT I ENGINEER OR ARCHITECT OF RECORD. 62" BUCK 62" 4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND HEIGHT BUCK , o ADDED ULTRACON+ WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT HEIGHT ANCHORS - JR -08/27/20 LENGTH. INSTALLATION ANCHORS SHOULD BE SEALED. cr OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 00 IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. it Y U C) o 0000 U) nab 5)SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION w CV WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE ALWAYS 3" ^~ B 3-3/16" ALWAYS SEE NOTE A, g 3-3/16 —� �- w W o o O Q SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD REQUIRED THIS SHEET �� 3" a rn o w cn 0- REQUIRED J a ° J BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO SEE NOTE D,THIS SHEET SEE NOTES w N K Y U' 1 ] O @ CORNERS @CORNERS g � � N Z�? � o RESIST LOADS IMPOSED ON THEM BY THE WINDOW. B&C,THIS SHEET Z E S N �o� _ TYP. XO ELEVATION OX SIM. TYP. XOX (1/3-1/3-1/3 ELEVATION } Z u w� zIt 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED N - o z d W TO RESIST THE WIND LOADS CORRESPONDING TO THE Q OJ M N w o 2 REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE m O U) o LL HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 w = ui =w ON LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF U CU w .9Ma ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT w Of J WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 111"OVERALL WIDTH w l� o REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR a o Z 0 LL CORROSION RESISTANCE. 110"BUCK WIDTH O B 2 H J C O Z ` Z 1 4s R O S O cm cc USER INSTRUCTIONS: ,. d °d z � o F- � 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. �' o Q Z I � 3x o� z � .. Z w A / A A � w � �ID J al°'S 2)KNOWING YOUR WINDOW CONFIGURATION (OX,XO,XOX),SIZE AND GLASS TYPE,DETERMINE YOUR WINDOW'S DESIGN PRESSURE s c w o o W REQUIREMENT FOR THE WINDOW OPENING USING TABLE 2. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR 63" I E 3 3 Q�J _ C THE WINDOW OPENING OBTAINED IN STEP 1. OVERALL w o=q W HEIGHT 0o 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLE1 ACCORDING TO THE INSTALLATION CONDITIONS. w Q Z i3 62" c� m a m 4)DETERMINE THE ANCHOR QUANTITY FROM SHEET 2.VERIFY THAT THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR BUCK U"�_ - a]Il asaQ sauas OPENING'S CONDITION FROM TABLE 1,AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET SET ARE MET. HEIGHT ��11 1 5)INSTALL AS PER SHEET 3. 4iCEf�lS�r (� GENERAL NOTES............................1 - - * No.58705 ELEVATIONS....................................1 hr 3-3/16" _ ANCHOR SPECIFICATIONS............2 ALWAYS SEE NOTE A, SEE NOTES B IT - / j w �h '(I' ` ANCHOR SPACING/QUANTITIES...2 REQUIRED THIS SHEET B&C, �� 3" - 9/3/20 INSTALLATION.................................3 @ CORNERS THIS SHEET d ' STATE OF ; �(J DESIGN PRESSURES......................4 fi R WEEPHOLE NOTES: GLAZING DETAILS.......................... 4 C3 ti A. REQUIRED IF WINDOW WIDTH IS OVER 67". / S CORNER ASSEMBLY...................... 5 B. REQUIRED IF WINDOW WIDTH IS OVER 45"AND UP TO 67"_ TYP. XOX 1/4-1/2-1/4 ELEVATION /// &/0NAL ;F�• EXTRUSION PROFILES.................. 6 C. REQUIRED IF WINDOW WIDTH IS OVER 89". 11111 I 1 1 1 0 PARTS LIST..................................... 6 D. REQUIRED IF WINDOW WIDTH IS OVER 45". A.LYNN MILLER,P.E. P.E.#58705 s� 111"OVERALL WIDTH -� 74"OVERALL WIDTH 1 ANCHOR @ MIDSPAN 1 ANCHOR ON 1 ANCHOR ON 1 ANCHOR ON EACH SIDE OF EACH SIDE OF EACH SIDE OF 1 ANCHOR 1 ANCHOR 1 ANCHOR AT 1 ANCHOR AT AT CORNER THE MEETING AT CORNER CORNER THE MEERAIL RAIL THE MEETING CORNER RAIL 9"MAX. 9"MAX. 33-5/16" FIXED VISIBLE I - t LIGHT 56-9/16" 57-13/16" 56-9/16" ',- 57-13/16" SASH FIXED 63" 63" SASH FIXED 15 VISIBLE MAX' 15"MAX. OVERALL OVERALL /L VISIBLE 0 C VISIBLE � VISIBLE �J O.C. LIGHT LIGHT HEIGHT HEIGHT LIGHT ���VVV LIGHT 33-5/16" 33-5/16" } 33 5/16" SASH SASH SASH VISIBLE T VISIBLE VISIBLE LIGHT LIGHT LIGHT 00 U 0 0 Y k -All � 00 CIDCn nab w N 9"MAX. rf I 9"MAX. �� fF 9"MAX.FROM CENTER w v o No O QtL 9"MAX. FROM CENTER Imo_ �_ N 0 Y as°Q O J E OF MEETING RAIL OF MEETING RAIL � > rn N K<z o TYP. XO ANCHORAGE OX SIM. TYP. XOX (1/3-1/3-1/3) ANCHORAGE Z � v z 5°� z } 0 � Z v~� Z & MAX. VISIBLE LIGHT OPENING & MAX. VISIBLE LIGHT OPENING a o N o N W L } J M L.L N U 0 co 0 W O o LL 111"OVERALL WIDTH no °N LU (� _t � VU W 0g �Ma Q W 2 � E 7 1 ANCHOR ON 2 ANCHORS 1 ANCHOR ON ~ EACH SIDE OF FOR FRAME EACH SIDE OF LU R o ov LL THE MEETING WIDTHS , THE MEETING a Z O TABLE RAIL AND OVER, RAIL � N Min. 1 ANCHOR OTHERWISE 1 1 ANCHOR Frame Min. Edge Min. O.C. AT CORNER ANCHOR AT CORNER c yo �j aaa47 Anchor Type Substrate Embedment or. R 0 . z Member Distance Distance -- Metal Thickness 9„MAX yca (6 O #12, Steel SMS (Gr. 5 Southern Pine (SG = 0.55) 9116" 7/8" 1-3/8" — o°ic 3 cc Z O z o W or 410 SS, (min. of 3 6063-T5 Aluminum 3/8" 9/16" 0.060" ' M 10 W w z a°°S = 5 oCr f threads beyond metal All a A36 Steel 3/8" 9/16" 0.050" / E 3 3 Q=m = 0 0 substrate) Gr. 33 Steel Stud 3/8" 9/16" 0.045" (20 Ga) ! o o=° U 57-13/16" 63" 56-9/16" 0 w J Z SASH FIXED 15"MAX. o m a o a a = I OVERALL VISIBLE VISIBLE O.C. U m= ala,l asaQ sauas All Southern Pine (SG = 0.55) 1-1/16" 1-1/16" 1-3/8" LIGHT LIGHT Jamb Hollow Block, (ASTM C90) 1-3/8" 6" 1-1/4 titi /VI ,f 24-5/8" I�y� 1/4" DeWalt Jamb Filled Block, (ASTM C90) 1" 6" 1-3/4" SASH % �"� L10EN5C' {<<1 UltraCon+ All Concrete (min. 2.85 ksi) 1-1/4" 4" 1" VISIBLE 50-3/8" FIXED All Southern Pine (SG = 0.55) 1" 1" 1-3/8" LIGHT VISIBLE LIGHT = No.587fl5 } 1/4" 410 SS Elco Jamb Hollow or Filled Block, (ASTM C90) 1-3/4" 6" 1-1/4" - I 9/3120 CreteFlexO All Concrete (min. 3.35 ksi) 2-1/2" 4" 1-3/4" 9„MAX. �1 Imo- 9" MAX. FROM CENTER STATE OF �� IF THE FRAME CONTAINS A FACTORY COUNTERSINK,ONLY USE FLATHEAD ANCHORS AT THAT LOCATION. OF MEETING RAIL �f�,� FCOR1�p \�� TYP. XOX 1/4-1/2-1/4 ANCHORAGE ''•S,SIONA1-� '• & MAX. VISIBLE LIGHT OPENING ►I I A.LYNN MILLER,P.E. P.E.#58705 LOCKS AT SASH SIDE RAIL OR SHOWN MEETING RAIL 10 INSTALLED THRU EDGE DISTANCE I r EMBEDMENT 11 1X BUCKSTRIP EDGE 30 EMBEDMENT DISTANCE +i}'. X X If�'il EMBED- MENT O EDGE _ 14 25 DISTANCE 1 i - 10 f 24 5 EXTERIOR ncr o v BUCK WIDTH OVERALL WIDTH w � Y () CD oo w nab HORIZONTAL SECTION A-A a N a w (D �° o d OVERALL 10 #12 STEEL SELF DRILLING w N o w g > v m zaz a�oQ W U_ HEIGHT SMS(G5), SEE TABLE 1 z > °' 3 o F 24 4 r 0 �n z ~2 Z BUCK O W W HEIGHT O X #12 STEEL 1 1 Q O �oj o w n- SELF-DRILLING X } J J c)p _ SMS(G5),SEE co LL U) o w LL ON TABLE1 � U U wLLJ � SMa w 14 32 SHOWN E o > a 31 INSTALLED I O � a z O 50 DIRECTLY INTO _ j M METAL. ti I 1 c o i 2 25 W (n Q Z `) INSTALLED INTO j1\_ 5 EXTERIOR 3 cr o Z Z APPROVED ALUMINUM, 0 a o CAw coW 0103S 2 STEEL FRAMING OR n W o o Q STEEL STUD. E 3 3 a=M _ U) O 29 ) LL BUCK WIDTH o o=co 00 OVERALL WIDTH - o Ln rn J a L _ SHOWN HORIZONTAL SECTION C-C MULLION SECTION _ aial 3sao sauac INSTALLED THRU 1X BUCKSTRIP APPROVED MULLION, MAY BE ' ll/, VERTICAL OR HORIZONTAL. �� N� LYNIV NOTES: 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY EMBEDMENT INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. EXTERIOR 1 * Ng.58705 y , r 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED �k - /EZZLZ1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X '�'� :: ARE 1-112"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STATE OF?0 gj, EDGE DISTANCE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. �.�,� 3)SEE SHEET 2&TABLE 1 FOR SPACING REQUIREMENTS. SII S/ONAL �� �j/ f11Lj1 4)MAX.SHIM THICKNESS TO BE 1/4". A.LYNN MILLER,P.E. 5)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. P.E.#58705 TABLE 2: m o 38-3/8" 43-1/2" 50-5/8" U Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 26-1/2" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 37" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 45" x +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 49" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 0 +55/-65 +55/-65 53-1/8" O +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 61" x +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 66" +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 74" +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55.01-63.2 +55/-65 53-1/8" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 61" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 co 74" +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 it °�°CD Y U 85" c +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 o w o nail +55/-65 w o o O d 97" x +55/-65 +55/-65 +55/-65 +55/-65 +55/�5 +55/-65 +55/-65 - 111" Ox +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55.0/-63.2 +55/-65 2 > � Z a Z a'°° LL rn N §g O 53-1/8" �_ +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 } 0 �, z 5°cwn z UJ +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +5 - - . 74" JOB ~ oZa 5/ 65 +55/ 648 +55/-65 _ 85" +55/-65 +551-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-57.9 +55/-65 CN m o N J o Z (A 0 ON 97" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +53.5/-53.5 +55/-65 w �N1° v a � z � 109" x +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +50.4/-50.4 +55/-65 W o > oILL O - -- +55/ 65 a r z O x +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 —t--+55/-65 - y J C U aaa4S R O : ? s CAcm cc otJ 0 5/16"NOM. 5/16"NOM. �_ 3 cr o� Z O Z GLASS STACK �r GLASS STACK i �O W 3: Z alooS 1/B"HEAT-STRENGTHENED GLASS o. c W ❑co Q 1/8"ANNEALED GLASS E 3 3 � O=o o 090"PVB 090"PVB U 1/8"ANNEALED GLASS 1/8 HEAT-STRENGTHENED O " RENGTHENED GLASS S ` -0Qo < Z OC Q Q 2 U m 2 n alall osao sauaS _ 5/16" LAMI. GLAZING GLASS TYPE 1 GLASS TYPE 2 LtiGE N S,cI�f�� TABLE 3: _ * No.5$705 _ "9/3/2. 0 f� STATE OF �C[� 2 1/8" Heat-strengthened, 0.090" PVB, 1/8" Heat-strengthened .'.[oR.. INTERLAYER MAY BE SAFLEX PVB OR TROSIFOL PVB NOTES: UP TO THE I�IsS'�NA� 1)FOR SIZES NOT SHOWN,ROUND _ NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION A.LYNN MILLER,P.E. SHOWN ON THE TABLE. P.E.#58705 �x; 1 8 27 �'tr n� 28 14 Y ~�i 3 28 3 12 All qj 4 ° qj w COr Y U o © (n Aar cDI-Nm ad d N U)o N O Q w �v O2 v Z uj¢z a100 LL> m N � FRAME S } - LO Z L)~af z dam ' Nw� LLJ 2� CORNERS SASH MEETING RAIL r ° - N g o �e = CORNERS `0 z '- S2 o o LL Mo.a ON LU = w c� _� ;.' W HMO � U U w ASSEMBLY DETAILS ¢ ~ Z J �_wow a- J CD d r Z OU Q LL w 0 LO H v W ccC O F Z > O aaa4S 3 SILL ADAPTER DOW-791, OR a z � >Q a 983 OR RGS-7700 3 s z w Z W Z BACKBEDDING W W 3: � a oas acs F� 1/2"NOM• E33 ZU)c) a O 50 GLASS BITE a J a, = W 3 3 EXTERIOR o _ oC)w� J O oJa Q U = J - 2 U m 2 @JTq asap sau s 330" TYP. GLAZING DETAIL ,�''Q ,� LYNI�����,,r� U415" �] : .7 1.200" 1.200" Na. 58705 WEEPHOLES 673/20 � �— 1.600" 0 STATE OF �{(j WEEPHOLE DETAILS SHOWN WITHOUT WEEPHOLE COVERS.� 8/ 00\2 SILL SEE SHEET 1 FOR QUANTITY AND SPACING �•ll ONp'I- , \ rrtirir�� A.LYNN MILLER,P.E. P.E.#58705 TABLE 4: Item Description �- 2,000" •875" I� 1.599" 1 Frame Head 2 Frame Sill 2.000" - - 3 Sill Adapter .062" 4 Frame Jamb (Fixed) 2.824" 5 Frame Jamb (Operable) .050" �- " 2.610" 6 Heavy Duty Fixed Meeting Rail .062 2.124" 7 Side Rail Lock 2.009" 8 Sash Top & Bottom Rail 10 Sash Side Rail 11 Sash Meeting Rail oso" os2" os2" + 12 Dogbone Reinforcement 13 Sash Stop O FRAME HEAD 2O FRAME SILL ( 3 j SILL ADAPTER 4O FRAME JAMB FIXED 23 .190" X.200" Q-Ion Wstp. (Frame) 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM o 24 .187" X.230" Fin Wstp. 25 Bulb Vinyl Wstp. (Sash) 26 Frame Sill Gasket, Polyethelyne, opt. 2.463" U) 00 U CD Y 27 Frame Head Gasket, Polyethelyne, opt. �, 1.645" � o V, CO U) Uj 28 Sash Gasket, Polyethelyne, opt. I! d -a o N O Q 29 Wee hole Cover 1.931" -i 0 �G o Weep hole J N p Y C7 a]OQ O J 30 Sweep Latch > � CD z a Z E U- .062" .926" z o N �.2 o 31 Roller Housing & Guide .864" — z o z c5 P cn 32 Roller 2.245" 062" 2.010" 062" Q O w Z a W 33 Frame/Sash Comer Sealant, opt. 1.853" ° N J o �e = wVU w �_~ -9MQ 50 Setting Block 3/32" X 1/4" X 1" 093" .874" 1.245" � o z `L � °o UmOIG ON 70 Kommerling Kodispace 4SG TPS w — w .062" ¢ ~ z w o � ii CD LF�L a � z oo LL ( 5 ) FRAME JAMB(OPERABLE) [ 6 )HD FIXED MEETING RAIL 6 63 T6 ALUMINUM O SASH TOP&BOTTOM RAIL 10 SASH SIDE RAIL 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T ALUMINUM 6063-T6 ALUMINUM o H J C O (J v U) a9a4s �C O ? w O 0 Cn CD Cr. 3Cr. o� Z vUj Z O H Z W a oas aSW ��� X a 1.932" -; 1.113" E 3 3 a=M m = W o !! 0 Y CQ pC)-j 1.115" oowL J O 735 I c)m a o Q CD 1.457" 781" 040" U m= - alll asap sauas 318" \�k1 062" �— ANY LYNIVij 062" DOG 1 6SASH 63 T6 MEETING 12 REINFORCEMENT 13 6063 T6 ALUMINUM SH STOP14 PVC''BEADING REINFORCEMENT L * ldo.5$705 _ 6063-T6 ALUMINUM _ � 4-19�1331:20 S'rATE OF �Z ORIV I,8 ;/0NAL E�•••� A.LYNN MILLER,P.E. P.E.#58705