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SCANNED BY DADE St. Lucie County MIAM E Em I - ODUCT CTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RFR) 1180 e am 208 BOA" AND CODE ADMINISTRATION DIVISION r� 1 115-2599 NOTICE OF ACCEPTANCE (,NOA) RECEIVED\ gov/economy PGTIndustries, Inc. 1070 Technology Drive AUG 16 North Venice, FL 34275 �7. Lucie Coun SCOPE: This NOA is being issued under the applicable rules and regulations rov .;ttmg the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5400" PVC Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled"Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None I-ABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded followed by the expiration date may be displayed in displayed, then it shall be done in its entirety. by the words Miami -Dade County, Florida, and advertising literature. If any portion of the NOA is INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA-4 16-0714.04 and consists of this page I and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.06 Expiration Date: July 30, 2020 Approval Date: November 30,2017 01 /7 Page I M PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underprevious NOA No. 15-0519.06) 2. Drawing No. TMD-SI-15400-01 titled "Single HungWindow Installation - NI", sheets 1 through 12 of 12, dated OS115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durascal' spacer system, Super Spacer' NXTT-1 spacer system and XL EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06102/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted underprevious NPA No. 16-0714.04) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FB C 2411.3.2. 1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tb Edition (2014), dated 05115115 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Fxpiration Date: July 30,2020 ApprovalDate: November30,2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNwnmm 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tl1 Edition (2014) and FBC 61 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted underprevious NOA No. 17-0714.04) G. OTHERS w 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400" PVC Single Hung Window - N.I. approved on 08/18/16 and expiring on 07/30/20. N1, wul 5 � ?IA,. Man' ue, Product Coutro rEjxam,.er NOA No. - 0.06 Expiration Date: July 30,2020 ApprovalDate: Noyember30,2017 E-2 ANCHORAGE EXAMPLEFOR 28-118" MAX. D.C. RADIUS -TOP /_�' " MAX. FR M. '2 HEADER IS] FRAME SEA'AM FOR ALL 'Z3 WINDOWTYPES) B. SEE ------ 30" MAX. D.C.. 12" MAX. SHEET3 A, SEE - SHEET3f EQUALLY SPACED ANCHORSPER TABLES 6 & 7 EQUALLY SPACED ANCHORSPER TABLES 6 & 7 12" MAX 17-7/8" MAX. O.C. 0 84' = MA; BUC 10" MAX. O.C. HEIG x 13-3/,V'MAX. D.C. 171 P6 11/2"MAX. I 7 --- FN-OANCHORSAT SILL i � ------ SEE SILL WEEP- 52-1/8" MAX. BUCK WIDTH [�NOTCHDETAILS SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CON -FIGURATION 21-5/9' 52-118" MAX. BUCK WIDTH - MAX. D.C. 30" 12" MAX. B. SEE - -- ---- MAX. O.C. SHEET 3 A. SEE F--"- ---T-1 12" MAX. SHEET3t FIXED VISIBLE LIGHTWIDTH y B, SEE 301, MAD� SHEET3 FIXED EQUALLY - VISIBLE A, SEE SPACED LIGHT 17-7/8" MAX. D.C. SHEET3 ANCHORSPER HEIGHT y E UALLY TABLES 6 & 7 - 91.78" S CED MAX. NCH 0 i A RS PER BUCK TABLES6&7 j j - HEIGHT :K 10" MAX. D.C. x I HT x I A H 113-3/4" MAX. D.C. EQUALLY EQUALLY S S L SPACED VISIB TE SPACED 71 ANCHORSPER L GH ANCHORSPER TABLES6&7 I //HEIGHT TABLES 6 & 7 [r . MAX. SASH VISIBLE SEESILLWEEP- NOTCH DETAILS, 52-1/8" MAX. B LIGHTWIDTH SHEET3 ELEVATION FOR TY ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD C SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE 75" HEIGHT SE �ENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). PPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHEF X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK CORD, (AOR). 0. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANC SHOULD BE SEALED. VERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTI, 6) 114" MAX. SHIMS ARE REQU I RED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTIOI [AbL= as fOlass Type Description (Listed from Exterior to Interior) Design Pressure Table# She t # 1 3X'I.G.: 1/6" A Exterior Cap + 1/2" Air Space + 118" A Exterior Cap 4 6 — 2-1314" 1. G.: 116" T Exterrior Cap + 1/2'l Air Space + 1/8" T Extedor Cap 4,5 6,7 3 JS14l' I.G.: 3116" A Exterior Cap + 3/8" Air Space + 3/16" A Exterior Cap 4,5 6,7 4 13/4" I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 3116" T Exterior Cap 4,5 6,7 "A"=ANNI=ALMU; I = I Clvircmm� AIJL� Z". Group �LLUVVMDUC Anchor Substrate Min. Edge Distance Min. Embedment' A #1 MS -8 . steel, 1 SS. or 41 S.) P.T. Southern Pine (SG=0.55) —5w- Steel, A36* 3/8" 0. 6 — Steel Stud, A653 Gr. 33* — 3/8' 0,0451" (18 Ga.) Aluminum, 6063-T5* 318. 0.050" 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7116" 1-3/8" Concrete (min. 2.85 ksi) Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4!" B #12 SMS (steel, 18-8 S.S. or 410 S.S,) P.T. Southern Pine (SG=0.55) 9/16U 1_3/8.' 1-31";, dGa.) —Steel, A36* 318" 0 � 6 6. 0-6 0' Steel Stud, A653— 3/8" 0 04:8 51. ( 1 Aluminum, 6053_T5* 3/8" 0063.. 0.0631, 1/4" steel Ultracon P.T Southern Pine (SG=0.65) Ill 1-3/81, 1/411 steel Creteflex P.T. Southern Pine (SG=0.55) Ill 1-3/8" 1 IMP steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1-3/8" r 1/4" steel Ultraoon concrete (min. 2.85 ksi) 1-3/4" Ungrouted CMU, (ASTM C-90) 1/4' steel Creteflex Concrete (min. 3.35 KsI) 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1-3/4" D 1/4" steel Creteilex concrete (min. 3-35 kSI) 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2.. 1-1/4" —1-3/8" i/ " steel Aggre-Gator 1 Concrete (min. 3.275 Ks!) 1 -1 jzw-- F_ —Grouted CMU, (ASTM C-90) 211 T' * MIN. OF 3 THREADS BLYUNIJ I Ht: DAL I AL bUb� I �1 =. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Material Min. Fy Min. Fu =lltc::t:vE Steel Screw 120 ks! I M Screw 60 ksi 95 ks! 410 Sorew 90 ksi 110 ks! Elea Aggre-Gator& 57 ksi 96 ksi Eloo UltraCong 155 ksi 177 kTsF 410 SS Elco CreteFlexO 127.4 ks! 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel N �E� 58 ksi Gr, 33 Steel ud 33 ks 45 Wsi Frame Glass Types options (see Fig B) (see Table 1) (1 Flange 1-4 I 0 (#2) Box / I Equal -Leg 1-4 0 (#4) J-Chann 1 1-4 0 W) a I I Integral Fin 1-4 0 1 03) 1 1 Pl�[IPP A - �P A KAr r-.nMP;1(-iIRAT1nNR EQUAL-LITE ORIEL COTTAGE rl�l IMP r. PDANAP QN&Pr.q BUCK WIDTH BUCK WIDTH BUCK WIDTH r (D r7l 3: T yj D 03 M w (D Lu w LU RAIjIUS-TOP Min. Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARL AI-FKUVtL). btlAt-tz> MAY Anchor Substrate BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING I I Distance I Embedment* I — 11. 1�., .1 Ill �.IC MnAl INSTALLATION DETAILS FOR FLANGE 8t EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. BUCK HEIGHT FLANGE FRAME SHOWN FIXED VISIBLE LIGHT HEIGHT EXTERIOR OPT. 81 �l INTX)111 '� ci WEEP NOTCHESAT 80 k,� EACH END. SASH VISIBLE LIGHT HEIGHT EDGE DISTANCE EMBEDMENT L114� MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. EMBEDMENT T- EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2. SHEET 2. OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS 1 ANCHOR @ 3.56� FROM END AND AT CENTER. FORWINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS @16-3/8" FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-318- FROM END. USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8" FROM SASH END. FLANGE FRAME NOTES: SHOWN INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 114" MAX SHIM 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. BALANCE -YPE VARIES WITH SASH WEIGHT FIXED VISIBLE LIGHT WIDTH BU, HORIZONT DADE APPROVED MULLIOI MAY BE VERTICAL OR H, 114" MAX. SHIM FLANGE FRAME SHOWN 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (ALSO REFERRED To AS DAYLIGHT OPENING) IS MEASURED FROM OPTION 4 RrAnWrZ Tn PtP:Animr ANCHORED THROUGH INSTALLATION DETAILS- FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK. STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME [ SHOWN FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT EXTERIOR OPT, Mill INTE �_� 81 C3' �l WEEP NOTCHESAT 80 EACH END. �--- EMBEDMENT SASH LIGHT __1 EDGE DISTANCE EMBEDMENT TYP.ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) 11/4"MAXSHIM T__ EDGE TYP.ANCHORTYPE. DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 3, SHEET 2. (NAIL SHOWN) - OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT CENTER. FORWINDOW'S OVER 36"WIDE: ADDADDITIONAL @)FROM SCREWS @16-3/8' END. FORWINDOWSWITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/a' FROM END. NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. 1/4"MAX USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: "/8' FROM SASH END. J-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS - DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM QPAMKIP. Tn PtF:AT)ItJ(,' INSTALLATION OPTION 6 - ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4"MAX SHIM BALANCE -YPE VARIES WITH SASH WEIGHT FIXED VISIBLE LIGHT WIDTH � BU HORIZONT 1/4" MAX DADE P SHI� MAY BE INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 7 ANCHOREDTHROUGH 3/4" NOM. 1/8" A GLASS - 1/2" AIR SPACE- 1/8" A GLASS- <�] EXTERIOR GLASS TYPE 1 314- NOM. -I . I 1/8" T GLASS 1/2" AIR SPACE - 1/8" T GLASS - <D EXTERIOR !"NOUGLASS TE TYP. GLASS TYPE 2 3/16" A GLASS - 3/8" AIR SPACE 3/16!'A , I I I I , , . -1 3/4' N Om. �- GLASS TYPE 77%BLE 4 cuag!�Ypes Bell.- S -h Range g Window Height Shavin Sash, 119h Range on) Design Pressure (IbShf) Window Buck Width (in) 28 24 32 1 36 40 49 52.125 23A Equal4ee 11.394 .0.0 -100.0 +500 -IW.O +50.0 -IDD.0 1 +50.0 .100.0 +50.0 .100.0 +60.0 419.0 -500 -9ZO Standard Cottage 14.517 - 15.870 +MQ -100.0 +53.0 .100,0 +So.0 .100.0 +60.0 .100.0 'a' 0 .50.0 .100.0 +50.0 �97.0 .60.0 -90.0 28 Tq-ml4fte -ri 683-14 516 -;5-D.0 202�02 --'mo +500 '1000 +60,0 -100.0 "o a +50.0 -1Dl),0 40.0 -100.0 +50.0 -97.1 Standard Frcyfm 11.377 - I UR 0 0..0 00 0 +j -IDD.0 +150'a -100.0 +600 lon 0 -100.0 .50.0 -100.0 +50.0 -100.0 #50.0 -04.0 Tallest 23-517 - 252M +500 -1a0a +50.0 -1000 -100.0 +50.0 .100.0 +50.0 .10D.0 10D 0 +50.0 4DD.0 +50.0 .88.0 +50.0 .77.9 -Tta-nd2rdCDttage 20.958 - 23.616 +50.0 -100.0 +50.0 -100.0 -1000 +50,0 -10.0 T50-0 -1010 -1 0 R970 +50.0 -100.0 +60.0 .88.6 +50.0 .78.1 37.375 EquaMb 17.617-20.07 -50.0 �100.0 +59.0 .100.0 .1'a 0 +50.0 .100.0 +50.0 -10 0 .100.0 +50.0 -IDD.0 +50.0 -see +60.0 48.0 E Ftarudard -PW� U4.517 - 1-7.516 50.0 -100.0 3 +50.o joo.o �100 0 +60.o -100.0 +60,0 -100 .100.0 +50.0 -100.0 +60.0 .84.2 +W.0 -752 Shortest 11.377-14.616 +50.0 -100.0 3 +00.0 .1000 -100.0 +500 1100.0 +50.0 -100.0 +!m.0 -100.0 +50.0 �.o +50.0 -73.6 Tallest 27.583 - 31.911 5 +50.0 0 -100.0 +50.0 -10010 +SD.0 ADDA +50.0 -97.0 +50.0 .89.0 +80b .76.0 +60.7 .7110 Custom, Size 26.517 - 27.582 t5D.D -100.0 -1aa 0 +San -10010 +5D 0 ADU +50.0 .1000 .100.0 +50.0 .100.0 +50.0 .82.3 +50.0 .73.9 23.517 - 26.516 +50.0 .100 0 -100.0 + .0 -:TD- D.0 - +%o -100.0 +50.0 .100.0 tMo -100.0 +50.0 �1`11.0 +60.0 -70.9 44 20.517 - 23.516 +50.0 11 0 -100.0 +50.0 -100.0 .5D.0 -no.0 +50.0 .100.0 +50.0 -100.0 +50.0 .78.3 +60.0 -- .70.3 -4 11.617-20.516 +Me -100.0 too 0 +60.0 AMD +150.0 .10.0 450.0 -iw,o +50.0 -100.0 +60.0 -78.5 +50.0 -TO 14517- 17.516 +5D.0 Rlee -M 0 -1D0,0 +50b 40.0 +5110 -100.0 +M0 -100.0 +50.0 -100.0 +50.0 -79.5 +50.0 -712 11.377-14.516 +0.0 _I DDO -IDD.0 +50.0 4000 +50.0 -100.f) +50.0 -100.0 +500 -W-1 +500 -788 +5D 0 -71.0 Tallest 31.683-35-911 +500 _jea a -100.0 +� 0 A00.0 .50.0 �0.9 +M0 48�3 +50.0 -89.3 +50.0- -74.9 -50.0 -69-1 -�mncam�twgo ns-.61731.5u �o _IW 0 -loo.o ION _100.0 +00.0 400.0 +W.0 -100.0 +500 -96.4 +50.0 -73A +Mo -65.8 Equal4fla 20.617-2B.516 460.0 _100 0 400.0 +60.0 .100.0 +'0 0 +60.0 4DD.0 +50.0 -10).0 +50.0 .932 +50.0 -71.6 +50.0 .63.9 45 Standard Preview 17.517 - 20.516 +50.0 .100.0 +50.0 -100,0 +50.0 " 0 -100,0 +50.0 -ID0.0 +50.0 -97.1 +50.0 -74.9 +50.1) �67,0 dw-tomSlze 74.517-17.516 +50.0 -100.0 +50.0 -ID10 6'0 +610 400.0 +511.0 -IDD.0 +50.0 -92.0 +510 -76.3 +50.0 .88.1 Custom Size 12.517 - 14.516 +5D.0 -jao.0 45D.0 -1011.0 460.0 .600 400.0 750.0 -96.7 +5110 -87.8 +50.0 -73.6 +50.0 �68.9 ---Sh-odesl 11.377 - 12.516 +50.0 -100-0 .500 -10 P.5D -We +5110 -0 -93.8 +50.0 -85.7 +50.0 -7Z2 +50.0 .67.3 Tallest 33.208 - 37.536 +50A 4DD.0 1V +50.0 -95A -5D 0 -510 773- -;5-0 =2- +500 -81-9 +500 -71.8 +500 -WS Stanoad Cottage 26,617 - 32W 450-0 -IDD.0 +60.0 -1010 0 *5Do jD0.0 4510 .100.0 +50.0 -93.6 460.0 .71.1 +E0.0 43.3 -F3-.5172&S16 +50.0 -100.0 +50.0 -10D.0 +5D 0 +510 -100.0 +50.0 -1000 +50.0 -94.5 *50.0 .72.8 +50,0 .65.1 m Eustorn -SIZO -9617 - 2-3 516 +50.0 -10-00 +50.0 -100.0 *5D.0 .5" 00,0 0.0 -100.0 +150.0 .94A +50.0 -72.9 o +5 0 -65.1 1 49.625 Standard Pm� 17.517 - 20.616 750.0 -100.0 +56.0 -100.0 �60 0 +50.0 400.0 .50.0 400.0 +5(10 -98-0 +60.0 -73.7 +60.0 .65.0 00 450.0 .100.0 +60.0 -100.0 460.0 .99.D +1%0 49A +50.0 -75.1 +50.0 -67.1 Custom Size 12-617-14.515 +50.0 -100.0 +00 -100,0 +600 -93,7 +50.0 -925 +Me -851 +50.0 .72.2 +60.0 411.3 Shortest It.377-12.516 +50.0 -IDO.0 +50.0 -996 +50.0 -88.7 +50.0 -87.0 +50.0 .81.9 +50.0 .69.6 +SD-0 -64.4 Tallest 38.517-41.644 +0.0 -100.0 +60.1) .02.6 +60.0 -711 +50.0 -6815 +50.0 -67.1 +50.0 .66.1 +50.0 Z8.2 Standard Cottage 31.517 - 36.516 +50.0 4DO.0 +50.0 49.2 +50.0 88,3 +50.0 -166 +MO -65-4 +50.0 �4.2 +5D.0 -56.6 Equal4fte 26.517 - 31.516 +50.0 -100.0 +50.0 -100.0 +W.0 -10.0 +50.0 46.7 -50.0 �J +60.0 .63.7 +60.0 -56.3 standard Preview 2&617 - 26.516 +60.0 .100.0 +50.0 -00,7 +50.0 -87.8 +50.0 46,0 +50A �119 +60.0 45A +50.0 Z7.8 62 Custsmsee 20.517 - 23.516 +60.0 -100.0 +50.0 :ff-3 +50e .77.0 +50.0 .746 -45- +5TO -73.6 +50.0 .64.8 +50.0 �58.8 Custom size 17.617 - 2OZ16 +50.0 -9T3 +50.0 -79.9 +50.0 F+W.00 -80.7 +50.0 A +500 �1.2 +60.0 �.5 +50.0 .55.6 Custom Size 14.617 - t7.516 +50.0 -89.6 +1510 J10 +50.0 .61.9 +50.0 tiB.9 +50.0 -57.0 +50.0 .85.9 +50.0 -52.6 Custornsize 13.017 - IZ-616 +60.0 -06.1 +60.0 -70.0 +60.0 '69-0 +50.0 46.0 +50.0 -53s +50.0 .52.4 -51.5 Sinortest 1 I.Biti - 15-.516- +50.0 -AS.7 +50.0 �67.8 +50.0 -57.0 +50.0 -53.9 *50.0 -51.8 +50.0 �0.0 +50.0 .50.0 Tallest 39-617-41.644 +50.0 -100.0 �53.0 �82.13 -71,2 +50.0 -68.6 +W.O .6711 +50.0 -60.6 +&D.0 .53.0 Custom size 38.517-39.6116 +50.0 -10.0 +50,0 48.7 . +5D.0 -77.5 +50,0 45.0 +150.0 .74.1 +50.0 .60.7 +6D.0 411 Equal4fte 35.617 - 38.516 +50.0 -1DD.0 +50.0 �92-0 +510 -80.8 +60.0 -78.6 +60,0 -77.9 +50.0 -600 +50.0 42A 76 Custom Size 32.517 - 35.516 +50.0 ADD.0 +50.0 -e5.3 +50.0 -74.0 +50.0 .71.4 +50.0 -70.2 450.0 4M.2 +50,0 42.6 Standard Pm� 29.517-3Z616 +5D.0 -94.6 +50.0 -77.5 +5D.0 �a +50.0 �.3 +50.0 -61.6 +0.0 Z92 +5D.0 -53.0 Custonnskze 26.517 - 29.616 +6D.0 Z -2 4-0.30 -710 0 A0 + +so.0 -oi.9 450.0 3.0 +bu.0 41.6 Shortest 25.618 - 26.616 -50.0 -65.0 460.0 _�g 0_ 9.0 .60.0 -58.1 +60.0 .86.0 +60.0 -53.0 +Mo -51A +50.0 Equal4fte 38.517 - 41.644 4500 -K6 +50.0 -77.5 �0 .66.3 +10.0 -1313 +60.0 -61.5 450.0 -58A +50.0 -W.5 04 Otorn Size 35 - 517-30516 *50 0 -87.2 +50.0 -71.0 +50.0 -60,0 +50.0 -M9 +50.0 -Us +50.0 5 +50.0 40.8 3518-35616 1 .5010 -M.7 i +60.0 �67.6 4M.0 .57.0 +50.0 -a3b +50.0 .5 Lb�91.78 Tallest 1. -41BAA I �Rftn I -M7 ..Nn n SEE TABLE 6, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. ** MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 JAMB SECTION DE LEVEL R1 REINF( (REINFOR, ABOVE Al G Glaw peal law 1pea 2 1 Bottom Sash Desetipgan forgwn Range (p Winclow 1-1.1ght shovm sash Height Range on) Design Pressuns (lbse) 1". -1 I Rainf. Le.1 R2 VAndow Buck Width finl 18 1 24 32 1 36 1 40 49 52. - 23.5 Equal-1119 11-394 .65.0 -130.0 +M.O 1 -130.0 .65.1) -130.0 1 +65.0 1 .130.0 +65.0 -130.0 +65.0 1 -129.0 *65.0 1 -120.0 Stanclaml Coltage 14.517 - 15.870 -65.0 -130.0 .65.0 -1313.0 +65�D -130.0 +r5.0 1 .130.0 465.0 .130.0 +65.D -127.0 +65.0 1 -118.0 28 -Eq- 1-ift- 11-633 - 14 616 -Tl- +65.0 �T30 0 +65.0 -130.0 +65.0 -130.0 +65.0 1 -130-0 �65.0 -130.0 .65.0 -13D.0 +65.0 430�1) -Endard -PWeW -F-,1,5B2 Fl 377-lUa2 4E5.0 -13D.0 +65.0 -130.0 .65.0 -130.0 +65,0 1 .130.0 +65.0 �130.0 +65.0 -130.0 +65.0 -123.0 Tallest 23.517 -25.266 +65,0 430.0 +650 430.0 465.0 430.0 +65.0 -13D.0 +65.0 -130.0 +65.0 .122.0 +65.0 -113.1) -Standard -Cttage 10958 - 2-2-3-616 +6&0 6-5 -0 -13-0.0 -;6-5 -0 .13-0.0 -#66.0 -130,1) +66.0 43()�!) +65.0 -124.5 465.0 -112.3 37.375 E�.Tl�- _77.617 - 20-957 +65 .0 -i30-0 650 '130-0 ea.o -jn.� 7F.0 -;-6-- -130.0 465.0 43D.0 465.0 -121-2 +65.0 -109.3 7rtamard -P�w 14.517 - 17.516 T4 465.0 -iW.13 -- 65.0 - -130.0 -;F-- .0 --j-- 30.0 5.0 -130.0 +65.0 430.0 +65.0 -12Z2 +65.0 4102 slood.st 11.371- 14,616 + .0 65 -713-- 01) 7RD +65.0 -13o.0 �.o -130.0 +65.0 -130.0 .65.0 430.0 +65.0 410.0 +65.0 07 -1 .0 Tallest 27.583-31.911 +65.0 -13D.0 +65.0 -130.0 +66.0 430.0 +65.0 .127.0 465.0 .116.0 +65.0 -99.0 +65.0 :U.6, -z0tom -sim --m.-517 - 27.682 +65.0 -13DO +66 0 - .130.0 -;76-5- G -= 130.0 .65.0 .130.0 46&0 430.0 +65.0 41&3 *65.0 403.4 -K-andardCoftage 23.617 - 26.516 5.0 -13RO +65.0 -130.0 +65.0 - 13 0 F --4 675 -a -120.0 +65.0 -130.0 +65.0 -110.6 +65.0 -992 44 fqW[-rdc -TO 6 17-2 3 5 16 I + .0 .0 -;7- 65.0 -13o, ;6s.o -130.0 +65.0 -13D.0 +65.0 430.0 +65.0 -109.6 +65.0 �93.4 -T1-WnrdpmAw -F7,617 � -20�516 +65.0 5. 130.0 65.0 -:T3 0.0 465.0 '1X0 *65-0 0 -IM-0 + 0 0, _I -130.0 +65.0 1 -IDD.9 +65.0 -9B.6 --CwW. -S.w -f4-- 517.17616 466.0 430.0 +65.0 - 30. +65.0 .130.0 1 +65.0 0 -lw.o 1 -65.0 -130.0 0 465.0 -111.3 +65.0 -99.7 --ibc-ftst 11.377-14.515 *B5.0 .130.0 +135.0 4 .0 �]:30 �O+65 0 1 430.0 *MO 430.0 +6,0 +65.0 -113.8 465.0 401.7 Tallest -�j-1.58335.911 +65.0 A30.0 1 +65.0 -1w.0 +65.0 - 4 425.1 +15-0 -116.0 45.0 �Wl) +650 -26.517 --31,� �65.0 '130.0 .65,0 -13D.0 +65.0 se. , sa�0 -1310 +65.0 -130.0 485.0 ..a -103.3 +65.0 �2.i --9�wl4fte 20.617 - 26,616 5-0 � 13-0. 0 -76-5-0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 465.0 .650 .100.2 +65.6 -ws 48 StandaM PMAOW 17.511 - 20TI-6- -7;T570 -130.1) 465.0 . -130.0 -65.0 -130.0 + 2 .1 0 0 3 Z.2 +65.0 +650 .1 .1330.0 d+65 +65.0 +650 -10,1.8 +65.0 -03J -'Z7.t,m -sme -f4 SIT - 1-7 file -TS-5 -0 .1300 465.0 .13 . 465.0 -130.0 +2 65.0 -1 1 +65.0 .130.0 +65.0 +650 -106.8 +65.0 -9&3 -E-wtorn -81ze 12 517-14 516 _;g 5.0 _130.0 t&u lW.0 5.0 -13D.0 +65.0 -130.0 +65.0 -7�-- 430.0 - 4650 465.0 -11119 485.0 �913.8 Shoitebt 11.377 � 12.616 _0 .13-00 +65.0 .130.0 +65,D '130.0 4�410 1 ;66 1 -1301 +a, , +65.0 -114.5 +65.0 -101.8 Tallest W208-37.5M 461 .130.0 .65.0 -130.0 +65.0 418.0 485.0 -115.1 1 +W.0 -114.7 +650 1 +65.0 439.0 +65.0 -93.0 standard Cottage 2 5.517 - M.207 -74�. 0 130.0 50 -130-0 +65-0 430.0 465.0 -130.0 1 +65.0 -130.0 +65.0 .89.6 +65.0 .88.6 E�U.Wit. - 23.617 - 26.516 - -W5 0 - -1300 7�5 0 -1300 4650 00 +650 -130-0 +66.0 4300 466.0 401.9 4B5.0 49 1.1 co Custom Size 20.517 - 23.516 -F6-5 -0 --13D.0 -;6-50 -130.0 +65.0 430.0 +65.0 -130.0 --i-30 -0 +65�O -;76-6 -0 430.0 465.0 -102.0 465.0 .01.2 4a.625 �13 PSINE 1 17.517- 2 516 +65.0 -iw_o +65.0 -1so.0 40.0 430.0 -1 .75-.0 .130.0 +65.0 -103.2 .65.0 02.1 C=Imd 14.01 f - 1111. -130.0 +65.0 -130.0 +W.0 -130.0 --- +65.0 430.0 O&C 430.0 +(35.0 -t05.4 +65,0 .93.9 0.0 +65.0 -130.0 .65.0 -130.0 +65.0 429,5 +6&0 429.5 +65.0 AM6 +65.0 47.4 Sholest li.3n - IZ.bib +bD.V -130.9 +65.0 130.0 0.0 1 -1242 1 465D 421.8 465.0 421.1 +65.D -113.2 +65.0 ADDA --tallast 36.5iT - 41.644 465.0 430.0 +65.0 -116.8 +65.0 -99.7 + 5.0 45.9 46&0 -939 +65.D -92,7 +65.0 ei.5 517 - -3&516 -;7-- 650 - -130.0 -;'6-5 -0 -13-0 0 -;6-5 -0 -123.6 +65.0 -1212 +6rLo -121.0 +65.0 - -89.8 +65.0 -793 ,Fqu,J-ft. --is - .617-31.516 --7- 65.0 jano +6&0 3o.o +65.0 .130.0 +65.0 -130.0 +65.0 419.9 *65A -89.2 +85.0 -78.8 standard PWm -Y3-5 7 26-6 6 50 -;F- 430-0 765.0 4W.0 +65.0 -12ZO +65.0 -MA +65.0 4201 +66.0 -91.6 +65.0 �1.13 62 -F- Ustem, SIZO 20.517 - 23.616 +65.0 43D.0 +65.0 123.7 +65.0 407.9 +6 5.0 -104.4 +65.0 - .1 .1 - - - - - +65.0 -93.4 +65.0 -82A -�aMtmn -Slze -W-A1720.618 -7W-- 0 -7- 130.0 7rS 5.0 -111.9 +65.0 -96.1 +65,0 W1 -46 5.0 -89.9 +66.0 9.3 +65.0 .6 --Cuslmn sl� 14.517-17ZIS .65.0 -125.4 +65.0 -102-2 +605.0 -86.7 465.0 �2A -65.0 -79.8 +65.0 -78.2 +654 -782 --69-tom -Size -f3-017 - 1-4 516 -;-6-50 -120.6 1 40.0 0 76 M.0 6.0 6 +65.0 .78.3 +65.0 -75.5 465.0 -73.4 +65.0 -73.4 11.854-13-016 +65.0 -117.1 1 +65.0 '- :F4.9 j4- --;r 4r5.0 -79.8 465.0 -75.4 +65.0 -7Z5 +65.D 1 40.0 +65.0 -70.0 Tallest 39.517 - 41.0444 465.0 .130.0 +65.0 415.6 +65.0 .99.7 +0&0 .95.9 +6&0 -93.9 +65.0 �1.9 +65,0 -742 custom size 38,617.39.516 465.0 -130.0 +65.0 -124.2 +65.0 -108.4 M +615.0 -105.0 +65.0 -103.7 +85,0 -81.9 +65.0 -74.3 Equal4lfe 35.517 - Z8.5% +55.0 -130.0 .65.0 -128.8 +65.0 413.1 + SA -109.9 +65.0 .109.0 465b -84.0 +65.0 -7a.4 75 - C�tonl Sne -T- U2 517 -35 516 j,,.o --13ou -Z6-5 -0 _T19-6 465.0 -103,6 -65.0 .99.9 +65.0 ".3 465.0 -84.2 +65.0 -73.6 -r1ahdaMFMvew 29.617-32.616 -TF5 -0 -T3-00- -�-65 -0 -qzB +65.0 BB.7 +65.0 -86.3 +65.0 �65.2 +65.0 -74.3 F.,tom -S[,, -N-.51729.616 422.1 +65.0 -99.3 *65.0 -83s +65,0 .79.7 +65.0 -11-0 -;!1!92 -74.9 ---EFhogaqt '25.5162B.516 -46S-0 -119.1 +65.0 M.6 +65.0 -81.4 +65.0 T7,1 *65.0 -74T- IIN2 .71.9 Equal-Ifte 3B.517 - 41.6� -,!030:.2 _79.- 0 -:F- 08.5 --- +65.0 -92.8 +65.0 �88.7 -6&0 416.43 �5.0 .81 +65.0 -706 U tornSies -To- 35.617 - 38516 0 1 +65.0 -99.3 +e5.0 -n + .0 -79.7 +65.0 -76.9 465.0 -74B .650 -71.1 St2aos PWsW .818-35�510 +65.0 -117.1 --- -;65 0 --i4 :94s -�4 + -0 -75.4 465.0 -725 ff5.D :2:0:0 go -70.0 T,h. -5t 41.6,14 *box 1 -11'.1 --74-9 1 B5.0 +65.0 1 .79.8 1 +65.0 -7&4 -65.0 -72.6 +650 1 700 +650 '700 SEE TABLE 7, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. ** MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 60.136 JAMB SECTION DE LEVEL R2 REINF, (REINFOR ABOVEA FOR ANCH( AbLit 0: Aachor Gmtp A AmMr Giaup B Anchor Quantdies Required for 18* Wide 21"�p W Wide 1 40- d. 4r Wide 152-1/5' MCIO 18- 2e Wide I 3r Wide W Wide 4V Wide 41 4T Wide 52-11W Wide I Wide "Through -Frame" Installatlon Jamb Jxnb S I ; ja Glaza Types 1, 2. 5 & 4 Reffil.lLeVel RI Badan Smh Dewnptfon lar gl,en Range@W1ndDw Helgtt shawn I Sash Height RanGe fin) w la < �S k w w 0: w g w w x A w 2 x w . M 1 w 11 2 23.5 Eqn�fta 11.394 1 1 2 1 1 1 2 1 1 2 1 2 1 1 2 2 1 1 1 2 1 2 1 1 2 2 t 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 2 1 2 2 1 2 1 1 28 StandartlCottage Eqwt-Rde 14.517.15m870 II.W3-14.516 1 1 2 2 1 1 1 1 2 2 1 1 1 1 2 2 2 2 3 2 2 2 1 2 3 3 2 2 1 2 3 3 2 3 1 1 2 2 1 1 1 1 2 2 1 1 1 1 2 2 2 1 1 2 2 1 2 2 1 2 2 2 2 1 2 2 1 2 1 1 -TtWnda;d Pmew 11.377 -11.582 2 2 1 1 1 2 2 1 2 2 2 2 1 2 2 h 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 1 2 retest M.517-25286 1 2 1 1 2 1 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 3 2 1 1 3 2 21 2 1 37.375 StanderdlCottage Equal-fte stand�rd P�. 20.958 - 23.516 17.517 - 20.957 14-511-17.516 1 _L 2 2 2 2 1 1 1 2 2 2 1 1 1 1 2 2 3 3 2 2 2 2 _13 2 1 2 1 3 3 _! 2 2 2 2 2 3 3 3 2 2 2 2 2 2 4 3 3 2 2 3 2 2 2 4 3 3 2 2 3 1 2 2 2 2 2 1 1 1 1 2 2 2 2 2 1 1 1 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 1 1 2 2 2 3 _2L L2 2 2 2 2 2 2 1 2 2 3 2 2 2 2 2 1 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 2 2 - short..t 11.377 - 14LI6 2 2 1 2 2 1 2 _L 2 2 2 2 3 2 3 2 2 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 - Ulest 27.583 - 31.911 1 1 3 1 1 4 2 1 4 _�L 2 1 _�L 4 2 1 4 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 2 1 3 2 1 3 f2 1 1 Cust.. Size __2F8__ 77.517 .27,662 1 3 1 2 3 2 2 4 2 2 4 2 2 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 3 2 2 3 2 2 2 3 2 2 3 3 1 1 2 - standlad -Cftge N.517 - 26.516 1 2 3 1 2 3 2 2 4 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 2 3 2 2 3 1 2 Equ011te _rWdardl _Pm4w M517 - 23.516 17 517 - 20 516 2 2 1 27 2 2 1 2 3 2 2 3 2 2 3 2 2 3 2 2 2 3 2 3 2 2 3 3 2 2 2 1 2 2 1 2 2 2 2 2 2 -3 2 2 2 2 _L 2 -3 2 2 2 2 2 -3 1 2 2 1 2 2 2 2 1 1 2 -Fmtom _S�. 14.517 -17.516 3 2 1 -3-3-3-3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 3 - 3 2 1 3 2 1 3 2 2 2 2 2 2 2 2 3 2 2 3 2 1 3 Shortest 11.377 - 14.616 3 2 1 3 2 1 1 3 2 2 3 2 2 3 2 3 3 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 1 1 3 Ta-vest 31.N3 W�qll 1 3 1 1 4 2 1 4 2 1 4 2 1 4 2 1 6 2 1 1 3 1 1 1 3 1 1 2 1 3 2 1 3 2 1 3 2 1 3 2 1 1 1 _rW_ndard�dage 26.517 - 31_5U 2 1 2 3 1 2 4 2 2 4 2 2 4 2 -2 2 4 2 2 4 2 2 3 1 2 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 48 -iw dara �P�.w 20.617 -26.516 17,617-20.516 2 3 3 2 1 1 2 3 3 2 1 1 2 3 3 3 2 2 2 3 3 3 3 4 3 -2 3 2 2 3 3 3 2 3 2 3 1 3 3 2 3 2 3 3 2 1 1 2 2 3 3 2 1 1 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 1 1 2 3 __Q.toal -ave 14.617 -17.516 3 2 1 1 3 2 1 3 2 2 3 3 2 3 -3 3 3 3 3 2 3 3 2 1 3 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 c.-im site U.517-14.516 -3 2 1 3 2 1 3 2 2 3 2 3 3 2 3 3 1 2 3 3 2 1 3 3 2 2 1 3 2 2 3 2 2 3 Y 2 3 2 2 3 2 2 3 2 1 3 Shortest 11.3T7 - lZ516 3 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 1 2 3 3 313 2 1 3 2 2 1 3 2 2 3 2 2 1 3 2 2 3 2 2 3 2 2 3 2 1 3 -33.20B - 37.536 1 3 1 1 3 1 1 4 2 1 4 2 1 4 2 1 5 2 1 1 6 1 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 standard Cottage __Cqu_a�_rta _iEwtw -Str. 26.517 - 33207 '5.517 - '26. 6 16 -M 617 - 2-3 516 2 3 3 2 1 1 1 2 _L I 3 -4 I 3 3 _2 2 2 [_2 2 3 _4 3 3 2 2 2 2 4 4 2 2 3 2 2 2 3 4 3 3 2 2 3 2 2 2 2 3 4 3 2 2 2 2 2 3 3 1 3 2 1 1 2 2 2 3 3 3 2 2 1 1 1 2 2 3 3 3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 3 3 3 2 1 1 1 1 2 2 3 49.625 Sja�dara PWaw 17.617 - 2031-67 3 2 1 1 3 2 1 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 3 1 2 1 1 3 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 2 1 3 C.torn size 14.517 -17.516 3 2 1 3 -2- -2 3 3 3 3 3 2 3 3 2 1 312 1 3 2 2 3 2 2 2 2 2 3 2 2 3 2 1 3 Custom SZze _T2517 1-4516 3 2 1 3 2 1 3 2 2 3 [3 Y 1 1 3 2 2 3 2 2 2 3 2 2 3 2 2 3 2 2 3 3 2 1 3 _-Thonest ll 377 - 12 516 .516 2 1 2 1 3 2 2 2 2 2 2 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 2 3 2 2 3 2 2 3 2 2 3 3 2. 1 3 _F Threat 36.617 - 41.W 2 4 1 4 1 2 4 2 -7-4 2 2 4 2 2 5 2 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 4 2 2 4 2 2 4 2 2 4 2 2 4 1 - VW-daTdC.Mg. Equal-lits Standard Pmeot 31.517 - 36.516 26.517.31.516 23-617 - 263'16 3 3 31 3 3 3 1 1 1 3 3 3 3 3 1 1 3 3 4 4 3 2 - 2 2 3 __T �F 3 4 - 4 3 2 4 4 2 3 3 3 3 4 3 2 3 3 3 3 3 4 3 2 3 3 3 3 3 3 - 3 3 1 - 1 1 3 3 3 3 - 3 3 1 1 1 3 3 3 3 3 3 2 - 2 2 3 - 3 3 3 3 3 3 3 2 - 2 2 3 ___ 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 3 3 1 1 1 3 - 3 62 C.1cm Stze 20.517 -23.516 3 2 1 3 2 1 3 2 2 3 2 2 3 3 3 3 1 3 1 3 3 3 2 1 3 3 [3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 _-Ewtom _81ze 17.517-20.516 3 2 1 3 2 2 2 2 2 1 2 3 2 3 1 3 1 2 3 3 2 1 3 3 2 1 3 2 2 a 2 2 2 2 2 3 2 2 3 2 2 3 3 2 1 1 3 __dmtoin Slze 1-7.516 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 4 2 2 1 4 1 2 3 4 2 1 1 414 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 41 2 1 1 4 -umlanl -st. 13.017-14.616 2 1 4 2 1 4 2 2 4 2 2 2 2 4 4 1 2 1 2 1 4 1 2 3 4 2 _2 1 4 4 2 1 4 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 4 2 1 4 swftst ll.w4 - IT�0_16 4 2 1 4 2 1 4 2 2 A 2 2 4 2 2 4 4 2 2 4 1 2 3 4 1 4 4 2 1 4 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 4 2 2 1 1 4 Tall..t 39.517-41.644 3 4 1 3 4 3 4 2 3 4 2 3 4 2 3 3 A 2 3 1 4 2 3 1 4 1 3 4 1 3 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 4 1 1 3 custawn St. 3�_517-39516 3 4 1 4 1 3 4 2 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 75 Eqwllde c.t.. Ste, _35-517 - 3-2 6 16 52.51( - 30.01b 3 3 1 1 3 3 3 1 1 3 3 4 3 2 2 3 3 3 2 3 3 4 4 2 2 3 3 4 4 3 3 3 3 4 4 3 3 3 3 3 3 1 1 3 3 3 3 1 1 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 2 2 3 3 2 3 3 1 3 3 Starderd Pm�ew 1 29.517 - 32.516 -3 3 1 3 3 1 1 3 3 2 3 2 3 3 3 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 �lom Size I xe.olf - Zd.Olb 4 3 4 3 2 4 3 2 4 3 2 4 4 3 2 4 3 3 4 3 1 1 4 3 1 4 4 3 2 4 3 2 shartest 1 25.51D -20.516 4 L 4 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 1 4 1 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 EZ 1� ,iW_L !d St 1 3 -41,144 5�61; -!L- 1 _L 4 1 2 T 3 4 4 4 3 2 3 4 4 4 3 3 3 4 4 - 1 1 3 4 4 3 1 1 3 4 4 -3 2 2 3 4 1 3 2 2 3 4 4 3 2 2 3 4 4 3 2 2 4 3 2 4 311 - 4 StandardlarWew I M.818-35.516 4 3 1 2 4 1 3 3 4 3 1 4 3 1 4 2 4 3 2 4 3 2 4 3 2 2 4 3 1 4 91.78 1 1 Tallest -41.644 - 4T4-i-2 -F A 1-4 717 1 4 4 1 2 1 4 1 4 1 1-47141 2 1 4� 1 1 4 A I f 47 SEE TABLE 4. SHEET 6 FOR DESIGIN PRESSURES WHEN USING THIS TABLE. -MIN. SASH HEIGHT= WINDOW BUCK HEIGHT - 50.136 TABLE 7: �horcnoqp B I Anchor Group G I A,nchor Quantifies Required for a wids wide 36, w 40- Wide 41 41 48'Mde 52-11F Wid. I Iff-Wicle 24- Wid, Wide W Wde 4XIInde W' 4V Wide W-118' do 1WWe- 24- "Through-Frame" Its; Ration lamb ts, 1 1 1 1 1 1 1 1 Jamb 8 1 1 1 1:2 1 t 1 1 Jamb a 2 2 2 2 2 2 2 2 all is ME 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ts 2 2 2 2 2 2 3 is 2 2 2 2 2 2 2 2 2 3 3 1 1 1 1 1 1 1 1 is 1 1 1 1 1 1 1 1 -- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jamb 2 2 2 2 3 Jamb 2 2 3 Jamb 1 1 1 Jan 2 1 2 Gla" Types Z3&4 Rehil.Level lt2 23.6 28 37.375 B.H.M Sash Descilpt4onflorts . wn, I Range Q VilnoW HeightShown EquaPhte Standard Cottage EqualUte -Flendard PlWes Tallest Sionelard=age Equal4lle Standard PMew Sea Height ngs Its on) 11.394 14.617-15.870 1 I.W - 14,01b 11377 -11 5a2 23.517 - 25= 20,958-23.516 17.51 -M-9� 14LI7�17.516 < 1 i 1 1 1 2 2 To as as 2 2 2 2 2 2 2 2 , � < 1 1 1 2 1 1 2 2 h, 2 2 2 2 2 2 2 2 w 1 1 71 w as 2 2 2 2 3 -3 2 2 of 1 1 1 2 1 2 2 2 :s s] 2 1 2 2 2 3 3 3 2 w 1 1 1 2 - 1 1 -2 2 w n el 2 _L 2 2 2 2 2 2 3 3 3 2 < 1 1 1 1 2 2 2 2 1 2 2 2 z 2 a: w 2 3 2 2 4 3 3 1 1 2 2 1 2 2 2 w is 2 3 3 2 4 3 3 3 1 1 1 2 1 1 2 2 w 2 2 2 2 2 2 2 2 2 1 1 1 2 1 �[2 1 2 2 , Is 2 2 2 2 2 2 2 2 2 2 2 2 2 2 < 1 1 1 2 1 1 2 2 x 2 2 2 3 3 3 2 1 1 2 1 2 . 2 2 3 3 2 1 12 2 1 2 2 as 2 3 2 2 2 4 4 3 3 1 2 1 2 2 2 2 4 3 1 2 1 2 2 0 2 4 3 < 2 1 2 as 2 2 2 sividest Tallest 11377-14.516 27.583-31.911 2 1 2 3 1 1 2 1 2 a 1 I 1 2 3 2 2 2 1 2 4 2 2 1 2 4 4 2 2 2 z . 1 2 4 3 2 - 2 1 2 4 3 2 2 2 1 2 3 1 1 2 1 2 2 a 1 1 2 1 2 4 2 2 2 1 2 2 2 2 3 3 2 3 3 2 3 2 2 1 2 Custom Size 1 standardCottage Equat-Ifte Standard PMVM custom size 20.517 - 27.582 23.817 - 26.9-16 20.517 - 21516 -f7-517 - 2-0 516 -fF4-517 - 1-7 516 2 3 3 2 2 1 1 1 1 1 2 2 2 3 2 2 2 1 1 1 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 2 - 2 2 3 3 3 3 2 2 2 212 2 2 2 2 2 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 4 3 3 3 2 2 2 2 2 3 2 2 2 4 3 3 2 2 2 2 3 3 2 2 2 2 a 3 3 2 2 2 1 1 1 1 1 2 2 1 2 2 1 3 33 3 1 2 2 2 1 1 1 1 1 2 2 2 _2 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 3 4 3 3 3 2 2- 2 2 2 2 2 3 3 4 3 3 3 2 2 3 a 2 2 3 4 3 3 3 3 2 3 3 2 2 3 4 3 3 2 3 3 2 3 3 2 1 2 Shortest Tallest 11.371-14.516 31.683 - 35.911 3 1 2 3 1 1 3 1 2 3 1 1 3 1 2 4 2 2 3 1 2 4 2 1 4 3 2 3 1 2 4 F3 2 1 2 4 3 2 3 1 1 2 3 1 1 3 1 2 3 1 1 3 1 2 4 2 2 3 1 2 4 2 3 2 4 3 3 2 2 3 3 2 3 3 3 48 Standard cottage Ectual-Ift. stodardpnnis, custain Size �tmVze 26.517 - 31.582 20-517 - 26.516 17.517-M516 14.617-17.516 -f2 617 ----1114� 16 2 3 3 3 3 2 2 2 1 1 1 1 1 2 2 3 3 3 3 3 2 2 2 1 1 1 1 1 2 a 3 3 3 2 2 2 2 2 2 2 2 2 2 3 3 3 4 3 3 2 2 2 2 _2 2 2 2 3 3 4 3 3 2 2 2 2 1 2 3 1 3 2 3 3 3 4 3 3 1 2 2 2 3 3 3 2 3 3 4 3 2 2 2 2 3 3 3 2 2 2 3 [2 3 3 3 3 3 2 2 2 1 1 1 1 2 2 3 3 3 3 2 2 1 1 1 1 2 2 3 3 4 3 2 2 2 2 2 2 2 - 3 3 4 3 2 2 2 2 2 2 3 3 4 3 2 2 3 3 2 2 3 4 4 4 4 3 2 2 3 3 2 2 3 3 4 3 3 2 2 3 3 3 3 2 2 1 3 --jhcdnt Tallest staintid comas Equal-Ifte -69join Size 1.3777 - 12.516 33-IN - 37.536 26.517 - 33-207 23.517 - 26.516 W-517 2-3510 1 _L 2 --2 3 2 -3 3 -3 1 1 1 1 -1 3 -1-1 2 3 2 -3 3 3 2 1 1 1 1 1 -1 2 2 2 -3 3 3 3 2 2 2 2 2 3 1 2 2 3 2 4 4 3 3 2 2 2 2 2 2 2 4 4 3 3 3 2 2 2 2 3 1 2 2 3 2 4 4 3 3 3 2 2 2 2 3 1 2 2 3 2 4 4 3 3 3 2 2 2 2 3 3 1 2 2 3 2 3 3 3 2 1 1 1 1 1 3 1 2 2 3 2 3 a 3 2 1 1 1 1 1 3 1 2 2 3 2 4 4 3 3 2 2 2 2 2 3 1 2 3 2 4 4 3 2 2 2 2 4 1 2 3 2 5 5 3 3 2 2 3 4 1 2 2 3 2 5 4 4 3 3 2 2 3 3 1 2 3 2 5 4 3 3 2 2 3 3 1 3 2 2 3 g 49,625 --gt� �huh Size -E�stom -Slze .517.2,516 .517.2D.516 -i7- 14.517 - 17.616 - 71-5-1714.5T16- - 3 -3 -2 2 -2 1 1 3 3 3 3 3 j 2 2 - 2 1 1 1 3 2 2 - 2 2 2 2 3 3 3 3 2 -2 2 2 -2 3 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 2 2 3 3 3 3 3 3 2 2 1 1 1 3 3 3 2 2 2 1 1 1 3 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 3 4 3 3 2 3 3 3 3 3 4 3 3 2 3 3 3 313 3 3 3 3 213,3 3 3 2 2 211 1 3 ---ihortast Tallest 11 3TI - 11516 3F517 - -41.� 3 -2 2 4 1 1 3 2 2 4 1 1 3 2 2 4 2 2 3 2 2 2 3 2 2 4 2 2 2 2 _ 3 2 2 4 3 2 3 2 2 4 3 2 3 2 2 4 1 1 3 2 2 4 1 1 3 2 2 2 2 3 2 2 4 2 4 4 2 2 3 1 3 Standard Cm.w --Cq--Hde -Standand PWM --cT- .Win Size -C turn �Stze 31.517 -35.516 26.517 - 31.616 23.517 - 28.516 M517 -23.516 �---20.51 6 _L 3 3 3 3 3 2 -2 1 1 1 1 -1 3 3 3 3 -3-3-3-3 3 3 3 2 2 1 1 1 1 1 3 3 a 2 2 2 2 2 2 2 3 3 3 3 3 4 4 3 2 2 2 2 2 2 2 3 3 4 3 3 2 2 2 2 2 2 2 2 2 3 3 3 3 3 4 3 3 3 2 2 3 3 3 -3 3 3 3 3 4 3 3 3 2 2 2 3 3 3 3 3 3 3 3 3 3 3 2 2 1 1 1 1 1 1 3 3 3 3 3 3 3 3 2 2 A 1 1 1 1 3 3 3 3 3 4 4 3 2 2 2 2 2 2 2 3 3 3 3 4 4 3 3 2 2 2 2 2 __2 2 3 3 3 4 3 3 1 3 3 5 4 4 3 2 3 3 3 2 2 3 3 3 3 4 4 4 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 3 3 3 3 3 2 2 1 1 1 3 -custom size 14.517-17.51G 4 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 T 4 2 1 2 2 4 4 2 3 4 2 1 4 2 1 4 2 2 4 1 2 1 2 4 2 2 4 2 3 4 1 2 3 4 2 1 i ::11-1 1 3017-14516 4 2 1 2 1 4 !2 2 4 2 2 2 1 2 2 4 4 2 3 4 2 1 4 2 1 2 2 4 1 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 ES112 ll.B64 - 13.07b 4 4 2 1 2 2 2 4 2 4 2 2 4 2 2 2 4 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 3 4 2 1 4 Teleat OUSIDRI Size 39.517-41.644 311.517 - 39.516 3 3 , 4 4 1 1 3 4 4 1 1 3 4 4 2 2 3 3 4 4 2 3 3 4 4 2 2 3 4 2 r 2 3 3 f23 4 4 2 2 3 3 4 4 1 1 3 3 4 4 t 1 3 3 3 4 4 2 2 3 4 4 2 2 3 -j- 4 2 3 6 3 3 4 3 3 75 EquaHile custom Size 30,077 - m.bvi 11 �11 - u*.olb 1 li9 -12.516 U!j_ a �3 + a 1 3! 1 1 3 3 3 3 1 1 2 -2 2 3 -3 3 4 3 3 2 2 2 3 4 -3 3 2 -2 2 3 3 3 4 3 3 2 2 3 4 3 3 2 2 2 3 3 3 3 3 3 1 1 1 3 3 3 3 3 3 1 1 1 3 3 3 3 3 4 3 3 2 2 2 3 3 4 3 2 2 3 3 4 4 3 3 2 3 4 - 4 3 3 3 3 4 4 3 3 3 3 3 3 3 1 1 3 3 _�o� �nadev Custom S_ Las 6.517_ 4tt --rl 3 4�3 - 2 - 4 - 3 T 2 4 3 2 4 3 YET- -4::[3 1 4 3 1 4 3 4 T 4 41 3 3 4 3 1 4 Shortest I 25.516-26.51U 4 1 3 1 4 3 1 2 4 3 2 2 4 3 2 4 3 2 4 3 1 4 3 1 4 4 3 2 4 3 4 3 2 4 4 3 3 3 - 4 3 1 4 84 is -MEio a el I NK55;17-�Z51�6 3 4 4 3 1 1 4 2 2 3 4 4 3 2 3 4 3 2 Z 3 4 2 - 2 3 - 4 4 1 3 4 1 3 4 2 - 2 3 4 3 - 4 2 3 3 4 3 3 A 4 A 1 I 3 A Sta dandprovevv 11 33.SI8-35.516 4 3 1 3 1 4 3 2 4 3 2 4 3 2 2 4 3 4 3 2 4 3 2 91 78U]ast �bond 1 4 4 1 1 4 1 4 1 1 1 A 1 4 2 4 4 2 4 4 2 4 SEE TABLE 5. SHEET 7 FOR DESION PRESSURES WHEN USING THIS TABLE. ** MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50136 3.500" .062" J1� � I 2 1 �j [ ro,J��CHANN L 1.483' k .625" J- FRAME .625" j .375- HE� HEADMAMB .625" F 3.483" .062" 2.444" El J-CHANNEL FRAME SILL 1.641- 1.630'. LJ .065" 065" .375 1.231- 1.001)" FIXED SASH RAIL MEETING RAIL .625" T- 1.483" GFLANGE FRAME ) HEADMAMB 3.483" .062" 2A44" GFLANGE ) FRAME SILL 1.215" :7A 974" .035" BALANCE COVER - 0 FIN FRAME 375" HEADIJAMB i 11 1.376" 355 �OT60"-pl- SASH STOP SCREW COVER 1.483" 3.483" .062" nh 2.444' FIN FRAME SILL 1�7 2.100" .690" 070" - LIFT RAIL INTERLOCK 3.500" .062" EQUAL LEG FRAM HEADMAMB EQUALLEG FRAME SILL 2.176" .050" j4, LIFT RAIL INTERLOCK COVER TARI r R- Bill of Material # Part # Description Material 1 620101 Sing -Re Hung —Frame HE �d & —JaMbs- J-Channel FIVL; 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 S H/DH Frame Sill - J-Channel PVC 6 620106 SH/DH Frame Sill - Flange PVC 7 1 620107 SH/DH Frame Sill - Fin PVC 8 620108 SHIDH Frame Sill - Equal Leg/Box PVC —C 14 620131 Fixed Meeting Rail FV 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6005 T5 Al 20 620144 Pull Rail Interlock Cover PVC 21 620157 1 Beveled Interlock 6005 T5 Al 22 620145 [Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6063 T6 N 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 27 620154 HID Meeting Rail Reinforcement 6005 T6 Al 30 616" Weatherstrip, .187" x .270" Fin Pile -Tiex -PVC 31 6Q300 Weatherstrip, .190" x .300" Foam Bulb 32 61719 Weatherstrip, .187" x .220" PolyPile 33 61825 Weatherstrip Plug, .220" Finseal 35 78X1MTTT #13 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 78)(3THPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 41U 6S -5063 —T6 37 71669SP Meeting Rail Screw Support Plate A] 38 720210 Weep Hole Cover PVC 40 720)0000( Constant Force Balance 41 #8 x 3/*' Ph. FH SMS (Con. Force Balance Screw) SS 42 -Spiral Balance Nylon 1 44 17SX114FPAXI#8 x 1-1/4" Ph. FH 3MS (Spiral Balance Screw) 41OSS TABLE 8, CONT.: Bill of Material, cont # Part # Description Mate -T5- 720197 Auto Lock Mechanism C St 46 720198&9 Sweep Lock Cast. 47 720195&6 Auto Lock Cover Assembly Cost. 48- 76X118op'rx #6 x 1-118" Ph. FH SOS (Auto and Sweep Lock Screw) Sc 49 720200 Auto and Sweep Lock Keeper Cast. 50 76)34PPA #6 x 3/4!' PH. PH SDS (Keeper Screw) Sc 51 420181 UR Beveled Tilt Latch Corner Key PV 52 420182 LJR Pull Rail Tilt Latch Comer Key PV 63 7634PHFL #6 x 3/4' Ph. FH SIDS (Comer Key Screw) Sc 64 420183 Tilt Latch PV 65 420184 Tilt Latch Retainer PV 56 720207 T' Tilt Latch Spring s� ETT 420186 Plastic Tilt Latch Finger Pull PV 58 720192 Metal Tilt Latch Finger Pull Cast. 59 420180 Pivot Bar Comer Key PV 60 720206 Pivot Bar SIC 63 720191 Sash Pull Handle Cast. 64 720194 Sash Pull Handle With Latch Assembly Cast. 66 7834FPT #8 x 31,V' Ph. FH SOS (Pull Handle Screw) SE i-6 420188 Bottom Latch Strike Plate Cast. F7 785813 #8 x 518" Ph. FH SMS (Strike Plate Screw) SIC 73 720136 I.G. Bead PV Backbedding, GE 7700 or Dow 791 Silic( 75 71646N Setting Block (7/8" x 1" x 1/8"), 85 +1- 5 duro. EPE 80 61012 Extruded Screen Frame Alu 61011 Roll -Formed Screen Frame Alu 82 7CKGL821 Screen Comer Key for Extruded Frame PV 47042 Screen Corner Key with Pull Ring PV 84 47041 Screen Comer Key without Pull Ring Pv 85 7CASPM Tension Spring S� 86 61816C48 V� Cloth Fiberg 87 F6357616141AZO' Screen Spline (Machine/Hand Railed) Vin Part* Description Material OPT. SWEEP LOCK -, 46 18 i 20 57 OR SOR 55 o OPT PULL RAIL a 19 INTERLOCK & COVER 56 MITERED FRAME WITH R[OR NTERIOR AND E)(TE RAME WELDS X4 73 X4 50 14 10 ------ ss ------- CNA- , OPT.PULLI 'Of, --1 ------- 49 60 64 WITH LA --(�)CONSTANTFORCE BALANCE OR SPIRAL BALANC 16 67 SASH ASSEMBLY 37 66 -------- 36 DETAILS ------------- I - \ \, -A-7'rA CHeS 5 11111! ------- - ------ - ----- - ------ ----------------- - --- - - -- --------- T. 0 8AlAjVC,, -t- Lt q '�-r cl A d +Liq Lis A )C-b 4, -1 Li - q6 MIA.M _qq. +q Li LIB 0& MAY D. REINHARD, P.E. 1010 EASTER LILY LN., UNIT 203 VERO BEACH, FL 32963 (772) 473-6303 FL REG,# 470L41 Lby +9iq Lis Ll -6 A-40 WA'100 4-Lil FUe C File Copy 911116 RECEIVED AUG 16 2019 I iT. Lucie County, Permitting FL BLDG CODE 2017, 6th ED WIND -SPEED - 1-70MPH -EXPOSURE - - C- OCCUPANCY CAT - 4 INT. PRESS. COEF - +/- 0.18 (9f4"f4-&r2- 06WIS N